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HomeMy WebLinkAboutPermit D08-498 - WELLS FARGO - TENANT IMPROVEMENTWELLS FARGO 18035 SPERRY DR D08 -498 Parcel No.: 3623049095 Address: 18035 SPERRY DR TUKW Suite No: Tenant: Name: WELLS FARGO Address: 18035 SPERRY DR , TKWILA WA City' Ilif 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 Owner: Name: FIRST INTER BNK- KIRKLAND Address: WELLS FARGO BANK - 92685 , PO BOX 63931 94163 Phone: Contact Person: Name: KATHRYN TAYLOR Address: 1932 1ST AVE #408 , SEATTLE WA 98104 Phone: 206 - 720 -7001 Contractor: Name: POE CONSTRUCTION Address: PO BOX 1838 , AUBURN WA 98071 -1838 Phone: 253 833 -2400 Contractor License No: POECOI *247QZ doc: IBC -10/06 DEVELOPMENT PERMIT DESCRIPTION OF WORK: DEMOLITION OF EXISTING INTERIOR NON STRUCTURAL PARTITION WALLS, NEW RAMP, DOORS AND FINISHES PUBLIC WORKS ACTIVITIES INCLUDE INSTALL OF AN RPPA BACKFLOW ASSEMBLY AND REPLACEMENT OF DUSTING 2" GALVANIZED WATER SERVICE WITH AN TYPE 'K' COPPER OR POLYETHYELENE HIGH MOLECULAR WATER SERVICE. BETWEEN METER AND MAIN. Value of Construction: $250,000.00 Fees Collected: $4,428.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: III-B Occupancy per IBC: 0008 * *continued on next page ** Permit Number: D08 -498 Issue Date: 02/03/2009 Permit Expires On: 08/02/2009 Expiration Date: 05/01/2009 D08 -498 Printed: 02 -03 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: Permit Center Authorized Signature: The granting of t construction or th Signature: Print Name: City daTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N N Private: Public: Permit Number: D08 -498 Issue Date: 02/03/2009 Permit Expires On: 08/02/2009 I hereby certify that I have read and e .� ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. resume to give authority to violate or cancel the provisions of any other state or local laws regulating ork. I am authorized to sign and obtain this development permit. Date: 2. 0 � t12- Date: O2-10J6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -498 Printed: 02 -03 -2009 Parcel No.: 3623049095 Address: Suite No: Tenant: • City of Tukwila 18035 SPERRY DR TUKW WELLS FARGO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tulwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -498 ISSUED 11/20/2008 02/03/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: doc: Cond -10/06 008 -498 Printed: 02 -03 -2009 15: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not doc: Cond -10/06 D08 -498 Printed: 02 -03 -2009 • 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 • energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain 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) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D08 -498 Printed: 02 -03 -2009 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 46: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 47: Upon installation of the RPPA, this device shall be tested by a certified backflow assembly tester and approved results submitted to the Public Works Inspector prior to final. 48: It is recommended that an electrical power source be installed in addition to an Hot Box for freeze protection. 49: The Hot Box shall be anchored to a 4" concrete slab. doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 50: REPLACE 2" GALVANIZED WATER SERVICE, BETWEEN WATER METER AND WATER MAIN, WITH TYPE K COPPER OR POLYETHYELENE HIGH MOLECULAR SERVICE LINE. VERIFY SIZE OF PRIVATE WATER MAIN. COORDINATE THIS WORK WITH TUKWILA WATER DEPT. CONTACT BRYAN STILL/WATER SUPERINTENDENT @ 206 - 433 -1863, 51: Prior to final, submit certified backflow test report for the RPPA to the Project Inspector. * * continued on next page ** D08 -498 Printed: 02 -03 -2009 I hereby certify that I have this work will be complied The granting of this permit construction or the perfo Signature: Print Name: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us read these conditions and will comply with them as outlined. All provisions of law and with, whether specified herein or not. does not presume to give authority to violate or cancel the provision of any other work ance of work. <PfKicA- P D08 -498 Date: al ordinances governing or local laws regulating Printed: 02 -03 -2009 SITE LOCATION Site Address: Tenant Name: cA2 b 0 New Tenant: ❑ Yes Property Owners Name: Mailing Address: 999 9 10'‘VE 5 tt LE e contact CONTACT PERSON - who do hen your permit is ready to be issued Name: �Gi�TI ( -1' Mailing Address: 19 32 1sT AVE 408 E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** (W15 Or) weLLS : A 1 0 — TOM PAWL'S Ya- Fhrhng&rA ft„,„kitem5. corm Foe CO sT�v -T Ili 1 19 W VALLEY 1 �7C 1LYLS Y-41 @ ?° GOVT ✓l.-t k7 4 • L OM r9 6(2- 24 Z- - P�Gk-t lfi EG'1; 132 I p<vv "die ADS VAAti/h €, O `t AYGk teen (3 Applications Fornis-Applicaituits On Line0 -2006 - Permit Application. doe Revised: 9 -2006 hh Building Permit No. D03- Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: Suite Number: City Day Telephone: 206' " ?2-c2 T'oc .ATr LE WAt 963404 City State Zip Fax Number: 201F 120- 29.419 iO3 MT City Day Telephone: Fax Number: 2301 X0 WA State A' iTL�fc KIA Fax Number: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Floor: 981O'i Lip wR .mil o ) State Zip 25; -833- 2400 2 5 3 - ci39 - gS 05 Expiration Date: MA" 2009 Io1 City State Zip Day Telephone: 2 - . q20 - TOC 2O( no- 0949 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Lip Page I of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ '2._S O 1 ' w Scope of Work (please provide detailed information): DEr 101 Tl N b M - u & 1 1 ) P - Pr L- P I -1 )wa r� tr.)xc w Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:A Applications 2Forms-Applications On Line A3 -2006 - Permit Applicationdoc Revised: 9-2006 No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ UC-t 000 o sn 3 1 1N o9 A • r Compact: Handicap: No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: y r 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2of 6 Existin. Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 20, t 9 ! 1 ( t11 E' 2 Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ '2._S O 1 ' w Scope of Work (please provide detailed information): DEr 101 Tl N b M - u & 1 1 ) P - Pr L- P I -1 )wa r� tr.)xc w Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:A Applications 2Forms-Applications On Line A3 -2006 - Permit Applicationdoc Revised: 9-2006 No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ UC-t 000 o sn 3 1 1N o9 A • r Compact: Handicap: No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: y r 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2of 6 CATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: \ Al t ` 1-A�� OR. 2CYo - 120 - Wei Print Name: Day Telephone: Mailing Address: 1'1 32- 1' A 408 I Date Application Accepted: 1 - ) - 0 - O Q:\Applications \Forms - Applications On Linc \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: s Date: I l l ® 1ce lea 96103 City State Zip Staff Initials: Page 6 of 6 Parcel No.: 3623049095 Address: Suite No: Applicant: WELLS FARGO Receipt No.: R09 -00387 Initials: LAW User ID: 1632 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 18035 SPERRY DR TUKW TRANSACTION LIST: Type Method CRAFT ARCHITECTS PLLC Payment Check PLAN CHECK - NONRES Descriptio 3965 Amount Account Code 000/345.830 RECEIPT 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 03/10/2009 02:27 PM Balance: $0.00 Current Pmts 60.00 D08 -498 ISSUED 11/20/2008 02/03/2009 Printed: 03 -10 -2009 Parcel No.: 3623049095 Address: 18035 SPERRY DR TUKW Suite No: Applicant: WELLS FARGO Receipt No.: R09 -00177 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description BUILDING - NONRES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE • 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 CRAFT ARCHITECTS, PLLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3923 2,502.50 Account Code Current Pmts 000/322.100 000/342.400 000/386.904 RECEIPT 2,350.00 148.00 4.50 Total: $2,502.50 Permit Number: D08 -498 Status: APPROVED Applied Date: 11/20/2008 Issue Date: Payment Amount: $2,502.50 Payment Date: 02/03/2009 12:00 PM Balance: $0.00 doc: Receiot -06 Printed: 02 -03 -2009 Receipt No.: R09 -00078 Payee: CRAFT ARCHITECTS, PLLC ACCOUNT ITEM LIST: Description PW BASE APPLICATION FEE PW PLAN REVIEW • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 3623049095 Permit Number: D08 -498 Address: 18035 SPERRY DR TUKW Status: PENDING Suite No: Applied Date: 11/20/2008 Applicant: WELLS FARGO Issue Date: Initials: JEM Payment Date: 01/15/2009 12:20 PM User ID: 1165 Balance: $2,502.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3908 398.00 Account Code Current Pmts 000/322.100 250.00 000/345.830 148.00 Total: $398.00 • Payment Amount: $398.00 1526 01/15 9707 TOTAL 398.00 doc: Receipt -06 Printed: 01 -15 -2009 Receipt No.: R08 -03798 Payee: CRAFT ARCHITECTS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us Parcel No.: 3623049095 Permit Number: D08 -498 Address: 6815 S 180 ST TUKW Status: PENDING Suite No: Applied Date: 11/20/2008 Applicant: WELLS FARGO Issue Date: Initials: WER Payment Date: 11/20/2008 08:52 AM User ID: 1655 Balance: $2,354.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3820 1,527.50 RECEIPT Account Code Current Pmts 000/345.830 1,527.50 Total: $1,527.50 • Payment Amount: $1,527.50 9796 11/20 9707 TOTAL 1527.50 doc: Receipt - 06 Printed: 11 -20 -2008 Project: /J P /LS 1 9/ Type of lnspection: ).---/ /Vet Address: Date Called: Special nstructions: Date Wanted: (( — i 5 —c ' /a`".m. `p-rn' Requester: Phone No: ao 6,— / - D ( INSPECTION RECORD Retain a copy with permit V v INSP CTION NO. PERMIT NO `'' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: specto pa 60 "--/PArgv 4-/ 0 REINSPECTION FEE 'EQUIRE Prior to inspection, fee must be at 6300 Southcenter Blv . ., Suit 00. Call to schedule reinspection. R -- -Ipt No.: Date: Proj ct: -- aS !. Ad GC) Type of Inspection: G42iAJe_.. Address: 1 Pos-5 s 9P1VL_ ►? Date Called: Special Instructions: Date Wanted: crnm Requester: Phone No: z.oG S I - UZ7�/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 108 —tIS PERMIT NO. S il 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector 1 11 !Date: Z `t 075 p$ i 0 REINSPECTION F REQUIRO. Prior to inspection, fee must be at 6300 Southcenter c lvd., Suit 100. Call to schedule reinspection. Rece ' t No.: 'Date: Project: S t/e // / Type of Inspection: S l /.S Ao. o0 Cle i G meg Address: / By s s •g 62 ve Date Called: Special Instructions: Date Wa Requester: Phone No: X 06- S5I -v ? 7 y INSPECTION NO. 'Receipt No.: INSPECTION RECORD Retain a copy with permit vaB - y5' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: I pecto Approved per applicable codes. Corrections required prior to approval. Date✓ / 6.„ J $60.00 INSPECTION FEE REQUIRE . Prio to4hspection, fee must be paid 00 Southcenter Blvd., Suite 00. Call to schedule reinspection. Date: COMMENTS: y . ov do ;/,v iv-Ai 7 a /t''t t r /j ,JA L' M. 'c. rr- N. vP Js Pit 1 ? ...,..÷ AV 0 4?'/' , kfr -5 V i.. if A, , ei 4N/ /IA e Date Wanted: ■ Requester: Phone No: Project: a.k //s GA�✓l� D � Type _of Inspection: r c ot' ' j e. 110 A7 \ 1 Ad ros: 11), Date Called: Special Instructions: Date Wanted: ■ Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. 'Corrections required prior to approval. I spe 0.00 REINSaECTION E REQU ED. Prior to inspection, fee rfiust be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , 8. 'fif Project: , 4 /k 4.5 / /77 Type of�spection: ,` A ) 4 Address / 035 ,.� f /) F/� % ,/ Date Called: Special Instructions: Date Wanted L/— u Q, Requester: Phone No: T / ,�- O f, -z .-. _ J 0 7 V INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OF TUKWILA BUILDING DIVISION $' (206)431- CI 6300.Southcenter Blvd., #100, Tukwila, WA 98188 CO MENTS: Dated / Approved per applicable codes. El Corrections required prior to approval. 0.00 REINSPECTION FEE RE'aUIR . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S'it 100. Call to schedule reinspection. Receipt No.: !Date: . Project: /- J /,4 j /-7 0 Q Type o Inspection: 7/ S #9f:446i (i 1 /.v y Address: 7 i 9 ©3S' 5 , ; �r✓ ' de Called: Special Instructions: Date Wanted: 3 —'Z -O . �. Requester: Phone No: / ° Z"fG -s / - INSPECTION RECORD Retain a copy with permit INSPECYION'N PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. C OM ENTS: ' I i7 snc, /v0F A (,, /,`A/ Pinsto t -- Inspector: 9 Date: 3 El $60.00 INSPECTION I EE REQUI " ED. Prior o inspection, fee mdst be paid at 6 00 Southcenter Blvd., Sui e 100. Cal to schedule reinspection. Receipt N¢ /: (Date: Proj `// i� d Type of - /2/1 6 Address: ill d35 -C R 12' Date Called: Special Instructions: Date W ted: Requester: Phone No: .....5.57 -- az 7 SPECTION RECORD ,'ll Retain a copy with permit v ® v Q -1" 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l =2 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. CO ENTS: Rec-ipt No.: El Corrections required prior to approval. — -7- 1t1 kr, A- 12 i4 p �' '�¢t`yt kl/U 4, Pet/ Dat $•j'0 REINSPECTION F.EE • QUIRE'. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. 'Date: Project: (.0i- 4t Type of Inspection: F71,441rA, 6 \ \J Address: /d3 5 SP ie Lle a Date Called: Special Instructions: Date Wanted: 1 9 -. Q p.m. Requester: Phone No: .2aG -S51 INSPECTION NO. Inspector: (Receipt No.: ti INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION (&- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 j3Hi70 Approved per applicable codes. ❑ Corrections required prior to approval. CQ�MENTS: 9 n r f I hAs& --- A� 'V c J P ot) T e 4 c C._ N. rZ>\., V)- 0.00 INSPECTION FEE RE UIRED. Prior to inspection, fee must be pal . 6300 Southcenter Blvd., uite 10 r Call to schedule reinspection. i Date: (Date: PERMIT NO. COMMENTS: Type o nspectiox fit) 1r' OA I — 2-" - - /p7 k ( der s rFeiv) C 0,- A of- ex " tr1 core. ss4-ap het vM� r' SP er Gn ,( 19 re. USt _ u);'6U, *tile_ e x l C+ I ng weAer, ,, AOIot p i.fion ®'�` an 4t 1 f 0 ye 8 l� R PPA . sY' *eM ins +Alreel p..2 r p IeIas. Ok 40 be. c.K.P i I(• ck-Idw report ( C E k e of . FIha(eo4 % — f;etokle0( . Project: {Ve Fargo Type o nspectiox fit) 1r' OA I Address: /103c 5pe r1 1 )c Date ailed: 4 , 2.414 Special Instructions: Date Wanted: Requester: SGU++ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 'Date: 4. /2"1(0 9 ❑ $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: rt ���� Vd1is +-area Type of Insgection: P -COn Address: /go35 5Rrrlbr Date Called: 0414 Special Instructions: C 00 m i (I pr 0 f -to i i' pe - c i or, Date Wanted: 0 a fil /Q 9 p.m. Requester: Scott" Phone No: `� A010 051 - D ,177 vo a- yq INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t u ) Approved per applicable codes. COMMENTS: El Corrections required prior to approval. Pre. -coy ; cow p le +6c4 Inspector: Date: 17°(0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: veil f FCt 1-5 o Type of Inspection: FA- R & I F; re Pin A I, n@cok Address: Suite #: / ir035 ..Sr Dr Contact Person: SL44 Acirep k4A t, Sbecial Instructions: Phone No.: Needs Shift Inspection: 4 Sprinklers: r . Fire Alarm: y Hood & Duct: . Monitor: Al 4 - -r4,t6e Pre-Fire: Permits: Occupancy Type: - INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 n Corrections required prior to approval. COMMENTS: F Poi 6, 1 ck F FN O Inspector: SW I Date: Hrs.: /. - • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: J Akt.) Okil.wo LacAL. 'oot Type of Insp ction: ``' Address: p35 4 59-9..A1 D Suite #: Contact Person: 500-rr Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre =Fire: Permits: Occupancy Type: P.11.1?:S.e!!ff! -C. fM.t,K(+1F .a�'1i»�'_JY ".." ✓: 'SN'a P INSPECTION RECORD Retain a copy with permit ►- Lkq e -- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 0 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: -- mr-+2. IT - QW / co A-v6 _O"- s Sr'ia AJW LE fa ry - P ie . w Inspector: U�t>� Date: 5. $-.0 rs.. . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. • Q Word/Inspection Record Form.Doc • 1/13/06 T.F.D. Form F.P. 113 Project: Wt.s o Type of Inspection: ' ' -. e5 e0- a 1►-+ rG Address: 1$o3C rrP Suite #: - f i?. Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ( . Monitor: Pre -Fire: Permits: _ - Occupancy Type: i$T- �tl:121`ia�s: x*:�sc�.Y'.r'+11s*3 »r> �:;- Hi.�Win:�..- .s:'•FFR'!A 2-- INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. • Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit tt 8 01-4 - o3q PERMIT NUMBERS Corrections required prior to approval: COMMENTS: OK TO t o Jt - G a i e L 6. o m S O iL C..r kGEuT--° 1) 0'cf tAickliaA ic 12- Date: 3/ I ) o s Hrs.: f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Watts Proposed Kir - Ate Ind . o. ' ., • ' C ruca 9 ANCE " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Kir - Ate Ind . o. ' ., • ' C ruca 9 ANCE FEB C 2 2009 . Olibkvira nterior Lighting Summary LTG -INT. 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Project Address 18035 SPERRY DR. TUKWILA, WA 98188 Applicant Name: CRAFT ARCHITECTS Applicant Address: 1932 FIRST AVE, SUITE 408, SEATTLE, 1'4%n Applicant Phone: 206.720.7001 Date 11/19/2008 Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form For Building Department Use P.ite co �� • -���� �p�rptrA! i� ❑ New Building ❑ Addition : El Alteration ❑ Plans Inc fn prrn otal Proposed Watts may not exceed Total Allowed Watts for Interior Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. SOS - y98 Revised July 2007 Total Proposed Watts! *npil Mi ssio n RECEIVED NOV 202008 PERMIT CENTEF Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) " 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail '', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form Interior. Lighting Summary .(back )..__: 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 TABLE 15 -1 Unit Licthtina Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Envelope Requirements (enter values as applicable) Project Address 18035 SPERRY DR, Minimum Insulation R- values Roofs Over Attic TUKWILA, WA 98188 T X 1 00 = All Other Roofs 0 yes o no Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Opaque Walls' Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. R -21 Below Grade Walls Applicant Phone: 206.720.7001 Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.450 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info Project Address 18035 SPERRY DR, Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Date 11/19/2008 TUKWILA, WA 98188 T X 1 00 = For Building Department Use �✓). Ako 0 yes o no Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Applicant Name: CRAFT ARCHITECTS Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Applicant Address: 1932 FIRST AVE, SUITE, 408, SEATTLE, WA 98101 Applicant Phone: 206.720.7001 Space Heat Type 0 Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing T X 1 00 = Concrete /Masonry Option 0 yes o no Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 yes Semi- Heated Path 0 n0 Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 2006 Washington State Nonresidential Energy Code Compliance Forms 1. Assemblies with metal framing must comply with overall U- factors Notes: 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM: ❑ New Building ❑ Addition Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑S ❑ Systems Analysis boB-'�98 iriap Battle EnvStd "'do Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply Revised July 2007 If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description U- factor (including insulation R -value & position) RECEIVED NOV 202 PERMIT CENTER I ;;, Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements. the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 4—N All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.60 o] L N Mass Wall Criteria OK? (below) Yes i AG Mass Wall Insulation Req. Mass Wall CMU Block Wood Frame Metal Framed U0.15/R5.7ci Ins. Cores R19 R19 2006 Washington State Nonresidential Energy Code Compliance Form !e Ye Yes S Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0 -30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Yes Glazing Area % 0 -30% >30 Prescriptive Path Allowed Component Performance, Systems Analysis, or EnvStd Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes • Yes s t All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0,60 Ye Glazing Criteria Met? Yes— Vert OH UVaI UVaI SHGC 0.40 0.60 0.40 Not Allowed No Yes T AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame ' R19 Metal Framed U0.062 Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC ** Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised July 2007 No— No-* *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. ' ILKINS Model 975XL Reduced Pressure Principle Assembly OPTIONS (Suffixes can be combined) ❑ - ❑ L- ❑ U - ❑ MS - El P - ❑ S - ❑ BMS - ❑ FDC - ❑ TCU - ❑ v - ❑ SE - ❑ FT - with integral male 45 ACCESSORIES ❑ Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank ( ❑ Soft seated check valve ( ❑ Shock arrester (Model 12 ❑ QT-SET Quick Test Fittin ❑ Ball valve handle locks Page 1 of 2 Test Cock Lock (Model TCL24) b l Ito egos royal is su FEATURES r e'A sP ' M Sizes: ❑ 3/4 'x] 1" „❑ :1' 1/4" ■ 1 1 /2" ❑ 2" o n �• vim Maximum working water pressure '.. 175 PSI Maximum working water temperature 180 °F Hydrostatic test pressure 350 PSI_.. End connections Threaded ANSI 61.20.1 with full port QT ball valves (standard) less ball valves with union ball valves with integral relief valve monitor switch for reclaimed water systems with bronze "Y" type strainer with battery operated monitor switch with fire hydrant connection; 2" only with test cocks up with union swivel elbows with street elbows (CATION signed for installation on potable water lines to protect . " agains b ; .•,-cksiphonage and backpressure of contami- rictictivci ECO fl APpkO %t FEB 02 ?nriq odel WXTP) DIMENSIONS & WEIGHTS (do not include pkg.) Val U% .4aox 13fickLot) TION SUBMITTAL SHEET • b the potable water supply. Assembly shall pro„vid9 "tgn where a potential health hazard exists. STANDARDS O,OMPLIANCE • ASSE® Li d 1013 =• IAPMO® Listed • UL® Classified (less shut -off valves or with OS &Y valves) • C -UL® Classified • CSA® Certified • .AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of RECEIV • NYC MEA 425 -89 -M VOL 3 CITY OF n1i.1 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs Southern California JAN 1 5 2009 Cast Bronze ASTM B 584 Cast Bronze ASTM B 584PERMIT CENTE Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDAApproved) NorylTM, NSF Listed Stainless steel, 300 see RRECTION R# Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. REVISION:I 12/07 j WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905/405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1 -877- 222 -5356) • Website: http://www.zurn.com DIMENSIONS (approximate) WEIGHT MODEL LESS WITH SIZE A A UNION B LESS BALL C D E F G BALL BALL BALL VALVES VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs kg lbs. kg 3/4 20 12 305 13 3/4 349 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 10 4.5 12 5.5 1 25 13 330 14 1/2 368 73/4 197 2 1/8 54 3 76 31/2 89 5 127 17 3/8 441 10 4.5 14 6.4 1 1/4 32 17 432 18 13/16 478 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 22 10 28 12.7 1 1/2 40 17 3/8 441 19 3/8 492 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 22 10 28 12.7 2 50 18 1/2 470 20 1/2 521 10 15/16 278 2 3/4 70 3 1/2 89 5 127. 6 3/4 171 26 1/2 673 22 10 34 15.4 ' ILKINS Model 975XL Reduced Pressure Principle Assembly OPTIONS (Suffixes can be combined) ❑ - ❑ L- ❑ U - ❑ MS - El P - ❑ S - ❑ BMS - ❑ FDC - ❑ TCU - ❑ v - ❑ SE - ❑ FT - with integral male 45 ACCESSORIES ❑ Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank ( ❑ Soft seated check valve ( ❑ Shock arrester (Model 12 ❑ QT-SET Quick Test Fittin ❑ Ball valve handle locks Page 1 of 2 Test Cock Lock (Model TCL24) b l Ito egos royal is su FEATURES r e'A sP ' M Sizes: ❑ 3/4 'x] 1" „❑ :1' 1/4" ■ 1 1 /2" ❑ 2" o n �• vim Maximum working water pressure '.. 175 PSI Maximum working water temperature 180 °F Hydrostatic test pressure 350 PSI_.. End connections Threaded ANSI 61.20.1 with full port QT ball valves (standard) less ball valves with union ball valves with integral relief valve monitor switch for reclaimed water systems with bronze "Y" type strainer with battery operated monitor switch with fire hydrant connection; 2" only with test cocks up with union swivel elbows with street elbows (CATION signed for installation on potable water lines to protect . " agains b ; .•,-cksiphonage and backpressure of contami- rictictivci ECO fl APpkO %t FEB 02 ?nriq odel WXTP) DIMENSIONS & WEIGHTS (do not include pkg.) Val U% .4aox 13fickLot) TION SUBMITTAL SHEET • b the potable water supply. Assembly shall pro„vid9 "tgn where a potential health hazard exists. STANDARDS O,OMPLIANCE • ASSE® Li d 1013 =• IAPMO® Listed • UL® Classified (less shut -off valves or with OS &Y valves) • C -UL® Classified • CSA® Certified • .AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of RECEIV • NYC MEA 425 -89 -M VOL 3 CITY OF n1i.1 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs Southern California JAN 1 5 2009 Cast Bronze ASTM B 584 Cast Bronze ASTM B 584PERMIT CENTE Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDAApproved) NorylTM, NSF Listed Stainless steel, 300 see RRECTION R# Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. REVISION:I 12/07 j WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905/405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1 -877- 222 -5356) • Website: http://www.zurn.com Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 a 20 O 15 w O 10 N FLOW CHARACTERISTICS MODEL 975XL 3/4 ", 1 ", 1 1/4 ", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (Its) 1.26 2.52 3.8 5.0 3.2 6.3 9.5 2 3/4" (20mm) 1 (25mm) 20 40 ,60 :1 12.6 — ■ — r i ce ° _ • . - �_,4 s ra w 15 is 10 f S ,'fi1�5 r 80 5 0 6o • "1'00; 150 FLOW RATES (GPM) • *Rated Flow (Established by approval agencies) 200 15.8 137 103 69 co w . 35 a 250 TYPICAL INSTALLATION Local codes shall govern installation require- ments. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. S ALA RM L -_-, PANEL 9AT '� lERY MAIM" �1 R U • on M A ME FLOOR Page 2 of 2 FLOOR DRAIN DIRECTION OF FLOW 14> INDOOR INSTALLATION (Shown w /optional BMS) OPTIONAL WATER METER• DIRECTION OF FLOW OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180 °F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed Norylm and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805 /238 -7100 Fax:805/238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905 /405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1- 877 - 222.5356) • Webslta: http: //www.aum.com 0 ELI U INTERNAL ANCHORS <TYP.) n 0 39 f IMENS I ONSI 39'L X 13'W X 28'H. DIMENSIONS+ 42'L X 16'W X 29 1 /2' H. ERED ENCLOSURE i T i HASP FRONT LID SEAM REAR LID SEAM U • NOTE + REV. E 1. RECOMMENDED SLAB SIZE + 50'L x 24'W x 4' MINIMUM THICKNESS. 2. HEAT I.S PROVIDED BY A 90W, 120V, SINGLE PHASE HEAT TRACE CABLE. 3. THIS UNIT IS THE LB2 WHEN ORDERED WITHOUT HEAT. REV. 3 + FRONT LID SEAM ENGINEER / CONTRACTOR SCALD N. T. S. SLAB OR FOOTER TITLE STANDARD # HD2.FIBERGLASS FLIP -TOP ENCLOSURE LOCATION REP. / DISTRIBUTOR CONTINUOUS HINGE AT REAR FLANGE DRAIN < TYP. Of 2 RESTRICTED DRAWING. PATENT # 4, 726, 394, BY/DATE/DVG. BGA / 8 -29 -97 HB -2 APPROVED/DATE QUOTE NO.+ EV. 1 c� INSIDE D OUTSIDE HOT BOX... THE ENGINE Hot Box® qq C 924 LANE AVE. N. S <904) 786- 0204E' FLORIDA ) 36 -0238 FAX <904) 783 -6965 http+ / /www.hot- box.com uu,S Meflo - baaK - 6. PART NO. MODEL SIZE A B C D E 4142 -122 4753 -33 3/4 2.03 3/4 3/4 OCT 1.38 4130 -065 4753 -33 3/4 X 1 2.44 3/4 1 OCT 1.38 4142 -123 4753 -33 1 2.76 1 1 OCT 1.85 4132 -229 4753 -33 1 X 3/4 2.50 1 3/4 OCT 1.85 4131 -009 4753 -33 1 1/4 2.60 1 1/4 1 1/4 OCT 2.06 4131 -012 4753 -33 1 1/4 X 1 1/2 2.67 1 1/4 1 1/2 OCT 2.25 4131 -017 4753 -33 1 1/2 2.70 1 1/2 1 1/2 OCT 2.44 4131 -028 4753 -33 2 3.06 2 2 HEX 3.31 10/02 SUBMITTAL DATA 4753 -33 SERVICE FITTINGS 8 COUPLINGS • All cast brass conforms to AWWA Standard C800 -01 (ASTM B-62, UNS C83600 — 85- 5 -5-5). • Body design provides large hexagonal or octagonal wrench flats for proper installation. • Flare tube nut has large hex wrenching surfaces and long tube support body. • Compression type bodies include internal pipe stop. • Compression assemblies include one or more of the following: BUNA -N or EPDM rubber sealing gasket, Imbedded electrical conduction spring, stainless steel gripping ring or stainless steel set screw. • Designed for use with potable water. • Materials meet or exceed A.W.W.A. standard C- 800 -01. A.Y. MCOONALO MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 520040508 800 - 292=2137 • MX 800 -832 -9296 • sales@aymedonaULeom • www.aymedonald eom B - IPS PE MAC PAK NUT A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEM- BLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE PLEASE VERIFY THAT PRODUCT IN- FORMATION IS CURRENT. THIS PRINT IS THE PROPERTY OF A.Y. MCDONALD MFG. CO., DUBUQUE, IOWA AND IS LOANED SUBJECT TO RETURN UPON DEMAND. IT IS ISSUED WITH THE EXPRESSED AGREEMENTTHAT IT WILL NOT BE ISSUED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO OUR INTERESTS. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING AGREEMENT. SUBMITTED BY: D- HEX OR OCT E - FLATS INITIAL TEST - PASSED DCVA / RI'BA DCVA / RPM RPM! • PVBA /SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT Z.ZPSID AIR INLET • k OPENED AT PSID #1 CHECK 9 b PSID LEAKED • 17 ° PSID LEAKED • ", / 27(//7 PSID AIR GAP OK? yr DID NOT OPEN • FAILED • NEW PARTS AND REPAIRS I.• LEA N REPLACE PART • CLEAN REPLACE PART i CLEAN REPLACE PART CHECK VALVE HELD AT PSID LEAKED II I ❑ ❑ o • • CLEANED • • ■ ❑ • ■ • ■ REPAIRED TEST AFTER REPAIRS - OPENED AT PSID , • AIR INLET PSID LEAKED • PSID LEAKED ' • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • . 1 p _ l am? • 1ZS H g . Woodland Gardens Construction, INC. 253 =405 -0888 BACKFLOW PREVENTION ASSEMBLY TEST REPORT NAME OF PREMISE /14.1—LS /-w‘o Commercial ' Residential 0 SERVICE ADDRESS /80.3. �1 `1 y ' q oX CITY j .J ZIP 78:: CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY PREMISE ISOLATION DOWNSTREAM PROCESS Z‘-.0/1/ (or) IN- PREMISE ISOLATION DCVA .0 RPBA f8. PVBA ❑ OTHER NEW INSTALL EXISTING ❑ REPLACEMENT ❑ OLD SER. # MAKE OF ASSEMBLY 0....01 6RA CO MODEL Z�97Z SERIAL NO. f 37x4 .� i PROPER INSTALLATION? YES)83 NO ❑ SIZE AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No 0 »etector Meter Rending REMARKS: TESTERS SIGNATURE: TESTERS NAME PRI ED: JASON ANDERSON REPAIRED BY: FINAL TEST BY: CONFINED SPACE ? LINE PRESSURE /PSI CERT. NO. 83354 DATE 3.23 . °y TESTERS PHONE# ( 253 ) 405 -0888 DATE CERT. NO. DATE CALIBRATION DATE 8 or laicAuGE# 11030051 MODEL 40200TK5 SERVICE RESTORED? Y I certify that this report is accurate, and I have used WAC 246 approved test methods and test equipment. NO ❑ STANDARD PACKING LISTS & PRODUCT SPECIFICATIONS SAM FITTINGS CO.,LTD. QUALITY SYSTEM ISO 90071:2000 .4.1=F. • \,\* P S B Acc,oi;en Rood voor Accreditatie dll GOnfa•r dard require p `• aur"uston ts,tEp h etnplaype is,`y p - drYsr fgr;his or her Input to fif e pl ? reme'nt,prac$uctiori support deliv, ry service.; corporate with s ypplie'r ref mangpment provided We committed to conti'nuolly rmpr`gving all products and services and to maintain Siam Fittings as Quality Leader in our field, by Involvement of people, Leadership, Process approach, System ppproacn to menagement and making decision base on- fact.: • STANDARD S}? CJFIG tTPON'S Bf QNZ PIpE F[TTI 6 , ANSI B 16.15, ANSI B16.18 ASME 816.18, BS 864, JIS H 3401 ANSI 916 2-1, MSS SP -106 PIN 2566 DIN 2642,_ DIN. $6033 - A -A =561 7, \NSI G 1 20 - 1 1 993, ISO 7- 1,,J1$ 30203, JI5 30207, JIS 30202 JIS J?- 2201` -, J15Z2241, B L; r, l JA`S LI 7 IISB01, ? 21 kil mrn. k4 AT _OrA S DIMENSIONS FLANGES DIMENSIONS UNION DIMENSIONS [IIR[002 INSPECTION TOLERANCES TEN5ILE STRENGTH ELON ION ORDER CODE JUN -2007 C = AMERICAN STANDARD E = BRITISH STANDARD G = GERMANY STANDARD 21,kgf. frnrn. > 20% (NPT) (BSPT) (DIN) ANSI 3 1 ',021 21 6,24, MSS SP -106 1)IN 2 -66 - DIN 2642, DIN 86033 A-0- 5961)- tJ14 - ME B 1 20 1 -1983 BS 21, D!N 2999 120. - . • 2 . 1. .. ' ,,,.. : - . , '3)117 . Z .264.'';',4":40; 6= _ ... i7 „ 4i. , er ' , 70 , ". 4 , "*.','. .. 4 ,„ ; 0'2 ... a 1 9 gd ,i.. -,, , ,-i i , • , '1: 1330 V ilt'§i'''' '' I:t•sii , - , Asoi,:i'4.r., .....-:,. r Aii:' ,,, •:. 0 _1 , ...,: :,•. ,ik 'IL- ' ' - ' ...,. , .,,,: ■ _ et,o-,_ ,,,.......?„,„:„ 446 '$=, A Vc' - ,s424., ' - " .."'•'• •FA. t ' 'r'' ' '1 '' . 5 1:C4 ' . - 19 - ,-. p-,,it.'-',..'r.--",:A , ,,, "4.... ti l ', . • ,. ••'-1 .-, 4 ' PY .V1 :'' . 4..f., 4 ' 24. 7r.' ') .•:rtir;?;67 4 '5" -.' 4 • -0 4';':.t -}1-Tio :„r•se•;,•„„ ,...0.,..1.r:...w. • - . -1 :.i •-,,ee i'' - .. 1: ':t.ltrl' . 3 1 ' , I 1 1 3 , ; t. rd. '' , : -, ?, o• , , ,, . ,, v t "* -„I'',' - .',1*$,,Wt-1,, , ' 6310r1SX: '• . ..,:•.," s t.; .)- -v.- .rt , . e ' ;;.• a ' 4, , 4, ■it 2 : r ', ' P. , , ; , n't?)f l iq ‘• I n ;lt^Z ' AI •--- ' 45 't.' : • 4, , I. , . 1 , A CL 90,EL 90 CSL 90,ESL 90 CAST BRONZE THREADED FITTINGS 125 LB. 3 4 1/8 1/4 3/8 1/2 3/4 3 4 1/8 1/4 3/8 1/2 CL 45,EL 45 1/8 1/4 3/8 1/2 3/4 s. ogarilerisrqp.§Vilchlhie:414 •■ CS - A-aA:7„: 2.18 2.62 0.98 1.10 0.43 0.55 0.63 0.79 0.91 0.26 0.35 0.37 0.45 0.52 A 300 150 100 50 25 1200 600 400 200 100 8 3 D4 D4 D4 D4 D4 C C 0.0215 0.0365 0.0671 0.1038 0.1547 Ily,•t*4 %nog 2.1875 3.6333 0.55 0.72 0.83 1.03 0.92 1.11 1.24 1.51 0.55 0.72 0.83 1.03 1.1 3.10 3.80 3.10 4.45 0.26 0.35 0.37 0.45 1.00 1.10 0.28 0.32 0.35 0.45 0.98 3.80 5.63 1.08 SIAM. FITTINGS 225 150 100 50 250 175 100 50 3 1 900 600 400 200 6 2 6 2 1000 700 400 200 D4 D4 D4 D4 D2 D2 D4 D4 D4 D4 C D2 0.0300 0.0446 0.0746 0.1120 2.5604 4.5000 0.0249 0.0444 0.0717 0.1044 2.9156 5.2000 27.00 26.76 29.84 22.40 15.36 9.00 25.80 21.90 26.84 20.76 15.47 17.50 10.90 24.90 31.08 28.68 20.88 17.49 10.40 0.26 0.43 0.28 0.79 0.35 0.56 0.32 0.87 0.37 0.63 0.35 0.91 0.45 0.79 0.45 1.07 0.52 0.91 0.50 1.23 300 1200 150 600 100 400 275 175 0.0260 0.0378 0.0614 0.0865 0.1500 CSL 45,ESL 45 0.56 0.56 0.84 1.06 0.26 0.2.6 0.36 0.43 Q.5Q 0.98 3.18 300 1200 D4 0.0246 200 800 D4 0.0338 100 400 04 0.0646 250 C 0.0920 12 C 1.7750 5.27 1.08 3.69 - 6 C 2.9708 CS,ES CAST BRONZE THREADED FITTINGS 125 LB. 1/8 1/4 3/8 1/2 3/4 1/8 1/4 3/8 1/2 3 4 31.20 22.68 24.56 23.79 26.25 5.00 29.52 27.04 25.84 23.00 17 21.30 17.82 25.20 24.00 23.00 19.90 4 ..t'.0iW 15 9 , 2::`," : , , i.:-,-1 .` ,-,-...-..1:Vi 5 ':',.=-1..2. KT - '0 . " !b 35 -N :).; - . 14 '. - .,. -s **."; , ' 10 ' ,-.44,... ,,it,..;nurk:T.' .,,'41:76‘4.". '.ift);0 .... =t--, ., , s 5,77:6F7s „1414-012;5: '. ',....... .46-1 ,,,, 6 --?). 4 •;.,,,,,-, ;11! . " 1 ‘ 1 0.8766 , ..c.; ....! - •:::,,, 2';3281::.27*3: 31 • ,, -..--r• , 1,17.5,-,... 1 a ta ' 1e.0!9`4 . ,.. r.b"-V ,,„, ;`.Y . & ) , ; , 2 36 .,,,,_, 9" iv:540:;; 1- ''' „,„ P,,,,,t klY. . s l'" , ..0.16`.. - ,1 ,1 ,4: , , f � � ) • fY� % : W1 \ ���� 4500 7 ,...- .....f, I . '1%,?■50 ,..' , ' c_e3 VSQ4''.1 , 4 -,,,,,,, ..22b7e•g; .. d .4 - 1, - kgp .1, ." 771 7, ,V ,i4Kf'-: ..' 14/21 4 :if.. , ' 1 A ,• 1505.4Q6 ,-,.. , 4t - ,..,;:- A.3 -..p. .,,, -.2 "5b..: • ,.; '' Vf (:vp,,fp...! . ' ''' - D2;',1., 98 350,, ?drgkt 2 :u-• g.:1- . . ...11 CLN,ELN 1/8 1/4 3/8 1/2 3/4 4 4 1/8 1/4 3/8 1/2 3/4 1/8 1/4 3/8 1/2 3/4 3 4 0.51 0.53 0.62 0.67 1.31 0.08 0.08 0.09 0.09 0.10 0.19 0.25 0.28 0.31 0.34 CAST BRONZE THREADED FITTINGS 125 LB. 0.22 0.36 1.08 0.61 0.68 0.82 0.84 1.90 0.09 0.10 0.11 0.12 0.13 0.50 0.66 0.77 0.97 0.63 0.78 0.86 0.88 1.98 SIAM FITTINGS 0.25 0.32 0.36 0.45 0.50 0.04 0.06 0.06 0.06 1.18 1.26 1.49 1.57 3.95 1.57 2.36 2.44 4.64 7.. 575 325 200 125 20 15 2300 1300 800 500 900 3600 500 2000 350 1400 200 800 40 30 475 • 275 75 150 125 8 3 25 I C 5 10 I 02 D2 D2 D2 C C 0.0148 0.0267 0.0395 0.0617 1.1300 2.1040 0.0094 0.0120 0.0182 0.0450 0.5035 0.5467 0.8075 0.0599 0.1120 0.1766 0.2120 3.0063 5.2000 34.04 34.71 31.60 30.85 28.25 21.04 33.84 24.00 25.48 36.00 25.18 21.87 24.23 28.45 30.80 26.49 26.50 24.05 15.60 0.28 0.24 1075 4300 D4 0.37 0.28 500 2000 D4 0.43 0.31 275 1100 D4 0.56 0.38 175 700 D4 0.62 0.44 225 450 D2 1.68 0.80 2.25 0.92 15 30 D2 10 20 D2 0.0080 0.0170 0.0315 0.0477 0.0734 0.8629 1.4500 CP,EP 0.27 0.28 0.24 1175 4700 0.41 0.37 0.28 300 1200 0.41 0.43 0.31 275 1100 0.54 0.56 0.38 150 600 0.55 0.62 0.44 100 400 .13 1.68 0.80 1.2.2 2.25 0.92 D4 D4 D4 D4 D4 0.0073 0.0170 0.0292 0.0561 0.0886 1.8500 3.4000 CSP,ESP CCR,ECR CAST BRONZE THREADED FITTINGS 125 LB. *1/8 *1/4 *3/8 1/2 3/4 3 1/8 1/4 3/8 1/2 3/4 3 4 1/8 1/4 3/8 1/2 3/4 *1/8", 1 /4 ", 3/8" SIAM .FITT / 34.40 34.00 34.65 33.39 33.03 25.89 29.00 34.31 20.40 32.12 33 66 35.44 33.30 34.00 0.54 0.26 0.67 100 400 0.72 0.34 0.81 - 275 0.83 0.37 1.00 - 125 1.03 0.45 1.17 25 100 1.19 0.52 1.42 30 60 0.0580 0.0376 0.1262 0.2000 0.2658 23.20 10.34 15.78 20.00 15.95 11/4 rl,? l/2 • 4 O1 0 70 a x41 rr 401 r 076 '452 p088 035 035 ;037 40 029 a 029 3,58r 3 58 i �M � 1 f rt 0 , , H 2 5 ke , ' . k 5 0 a `�1S�jjt ;30� `. tlnyny t� t k 20 s " 1 . i r✓ :%f t� . ._.. v r '` y � S a C � t D 2 `D2 r p2a t , " : .{, a X "- 695+ 0,5390 Y , 05 44 6 +w�2 26 ;._ O 5'6 5 O * r695" `' ' , r. h„11225 .. 1 .22 4 5;, ..I;t 4=. . 4 .. . + '. „.,.,..1 . 1z1 /4r ,�9 i %2 { "+. - N , ' ' i 4 40 38 � 1. 128 ? 1? f 4' 22 . ' A l kY 378 `t'3. 0 r t 5 00 •0 4 11: ¢ O O,.��a; 0 ',Stl1 2�12•j''d:TS . : 7 �1 K � 0 ,, WTI' 0 .5b3s..',2 1 5281e.5 . :5 - . if 1 1-na ta3` F, S, c a ft f 1 , s i £ s " " 7 6 t i ' s 10 N-s "�.�.cr, -5� .iW..t �a. i �4 r . 1 .4 : � S 1 c *C. rr� , 'gO i .i .'171, 0 70 °' 0;8450` f ;s 2 83 ,0,�' 6501' t 18 84„ ,,�.' x1:;. 400 1 =1 .:' �? •'f'Q1 '9`: '.. �1,'8375? ` ! . r t 1 G 751 r, 1 , ' t e „ t fi 1'/4 1 1/4 2:T/2 , ti,.. 2 a 19 � ( 1 : 128 . 1 SYI`, q Q J 4 62 r 10 L 9 x17 8 0 &28 r. 3 8'81 '4 b0 `r 0 31 1 „4 62& �z15` �� Q. . Q.. ° g ' 14 ; q .. `=1 F f i - f ^�Y3 5 g4a � e 10 > t �d d 1f 7 8 ' rx r;•:•K »1..4e y C a 5 D2�� i D2 pt t JJ 1 f t3:3 8 40 4 -. • 44,49:::e r a�I11,0 �aa i $` `I�S ' 2.'505, V JL 3 0 • a 14 70rr V. 8'0 �1 = i. ` 5 1/4 ,.2 .. .44:25 . fi".. ' n 0 38 x q t: 0 4t e c�+ �lr? s 13O�t 1 1� �1< Y 5 0 v u 8 t� 88 0� �� 0 ` � 0 : ,'7 (l ntrza-S in t 1.1.7 ,' n 5f a, r 25 a } �, wt 0 4 zx 1 + ";> °35L r ' } y � ° , 3 '� �' •I }. ri{{ Q ' 7 ` " y 0,'�:o 71 :. `H� +s. ?lc. `. 0 a f � 5 ii� {e) �c D2 r' .'g • :_ �.,. • sc i 950} ?, > 3 b'C�`?3 t 7Q , '. An VV 4238 ; 3133 ° 1x1 i 't 35 60 d ..} 7R CAST BRONZE THREADED FITTINGS 125 LB. SCSF,SESF CAST BRON7E THREADFD FITTINGS 150 I B SCPF,SEPF 3/8 1/2 3/4 31/2 4 5 6 38 1/2 3/4 31/2 4 5 6 1/2 3/4 4 5 6 1/2 3.51 0.55 0.27 0.29 3/4 9.00 0.38 4.128 7.50 10.00 0.38 5.128 8.50 11.00 0.38 6.128 9.50 , >eC7C511' RfX1S1ZE a • 9.00 0.69 4.128 7.50 10.00 0.75 5.128 8.50 11.00 0.81 6.128 9.50 3.50 2.38 0.59 0.31 3 7.50 6.00 9.00 7.50 10.00 8.50 11.00 9.50 1.19 1.31 1.44 1.56 0.62 0.69 0.75 0.81 SIAM FITTINGS 11.I:4V111 40E40 9.K 111911• "• 20 4 3 28 15 4 4 2 1 1 22 4 2 1 1 80 8 6 2 2 D2 C 0.2400 C C C C C C C C D4 D2 D2 C C 0.2610 2.4.115 3.3590 3.4250 4.7940 6.0750 0.3 0.3800 1 J.0120 4.7400 5.4940 6.6490 8.5500 0.3700 3.3667 5.1500 6.3900 7.9360 7.31 3.60 97 13.44 6.85 4.79 6.075 .8.36 45 18.96 10.99 6.65 8.55 29.60 26.93 30.90 12.78 15.87 0.65 0.81 0.75 0.65 0.81 0.75 1.22 1.20 1.12 1.22 1.26 1.20 1.36 1.37 1.31 1.45 1.50 1.45 1.50 1.67 1.67 1.58 0.60 0.85 0.78 0.87 0.87 0.87 0.93 0.93 0.90 1.47 1.47 1.84 1.60 1.60 1.98 1.77 1.77 2.04 2.02 2.02 2.16 2.16 2.16 2.51 2.39 2.39 2.60 2.52 2.52 2.89 2.83 2.83 2.99 2.74 2.74 3.42 125 500 125 25 100 400 75 150 75 150 125 125 55 110 10 20 15 15 15 4 8 8 8 8 3 6 2 4 70 70 70 15 30 30 35 5 10 40 35 12 24 35 25 25 20 5 10 5 10 CRT,ERT CAST BRONZE THREADED FITTINGS 125 LB. 3/4 x 3/4 x1/2 x 1/2 1/4 x 1/8 3/8 x 1/8 3/8 x 1/4 1/2x 1/8 1/2 x 1/4 1/2 x 3/8 3/4 x 1/8 3/4 x 1/4 3/4 x 3/8 4.1 2 2 x 3/4 2x1 2 x 11/4 2x11/2 21/2 x 1 21/2 x 11/4 21/2 x 11/2 21/2 x 2 3x2 3x2 1/2 x 3/4 x 1/2 x 3/4 x 3/4 x 3/4 x 1 x 1x11 /4 x 11/4 x 1 1/4 x 1/2 x 11/4 1/4 x 3/4 x 1/2 1/4 x 3/4 x 1 1/4 x 3/4 x 1 1 /4 1 /4xIx1 1/4 x 1 x 11/4 1/2 x 1/2 x'11/2 1 /2x 11/4 11 /4 1 /2x 11 /4 11/2 2x 1/2 x 2 2 x 3/4 x 2 D4 0.0501 C 0.0832 D2 0.0880 D4 0.1200 D2 0.1263 D2 0.1330 C 0.1750 C 0.1828 D2 0.2100 D2 0.8763 C 0.9033 C 0.9999 C 1.1000 D2 1.5005 C 1.5920 C 1.5500 C 2.0430 D2 2.6000 D2 2.5000 C 0.2686 C 0.3018 C 0.4150 D2 0.5413 D2 0.4900 C 0.5538 C 0.3700 C 0.4990 C 0.5513 D2 0.4490 C 0.4400 C 0.7160 C 0.8400 C 0.7870 C 1.0400 C 1.1250 25.05 24.96 22.00 48.00 18.95 19.95 21.88 22.85 23.10 17.53 13.55 15.00 16.50 12.00 12.74 12.40 16.34 15.60 10.00 19.55 20.80 26. 18.80 21.13 29.05 16.24 14.70 19.38 3.70 19.96 19.30 10.78 15.40 1/.90 21.00 15.74 10.40 11.25 l 1/2 3 x 1 /4 f i 2rt'0` 4 38 it 80 3 F ;? '. 2 x 1 /2�" 1 h }7 � 252 3i 210Y 50 ? a_� 2 F 2 Q �+� �2 03 z 7z 30�•�" ' ice ' i ]] S x' �i &° r t�. ''S ^✓.z x 1 } 7 2 2 r• 2 r (3, ,✓ a 4 r � OJaaa { � 4 x '.t lb t R �' �(^ psi R.��•y�g� . ? t l ; , v f x` sT 4 ,4„,.:9, ` 2. O.r- 2: Q D 03 ' xt' `"i �i 3 0 >. w a -..� ./ c 1�: y 1 t r C s y ... F.. � � �r ,max i�ay2 �� 3$� 2 9 r � , >: z tl , �,� 2112 s i 7 a ' 99 t v.1 ..1.2, S a � 25 ' : T.2 x' T1 /4' � 2 1: s ' 4 '� 1 "t ' k } 20 ` x3 1, 2.1/2 x } 1%2 ? r � 2:08 `' 9+' 1 ,y ; o �3 k X 20 � «[ ,,,,,, , { \ / 'aka�RQ«/ . ƒ\ >2z 037 ,10 0 4 5.250 r� 'S '2 • } 917 :1%,.d16.1'47-' t,+ 5 k` •i C D l'Se� � ,r-• i ' .r�0�s$�4• � h 15'7,3 =I •, „ }s , <s,`, 2a I 0•''91 y 22 P Y , ' O s 9 00 r k i '599 N 2'I O n:S' tit bl /2;C1 /A. ru1/2 / }; 0 1 � j]i 7 v � 7 °1 00 r F ° 1 =lIu „' 175. 35 • ,4 75 J 300 �a � `D 2'm�` 0 0 7 1' �� 4 � d,4 4 :� 4 006p8!xY 6 � J t 20 1 $ .4 ., t {4x a114�: Y A;8b. ' }1 42'4 ,Y1S �` 225 " , x , �. a � 4 x 3/8 , c.f. i 1 00 l : 142 c1 35 50 t " `200 P � ,. D'4 �� 0 107 1 21~5 y 0 , v ?.r 3� k :a L .1 °i }7' I ✓ll ?$5.ri x "'..`axgls,.., ��5 .. c " C �•t :6.,251 ?< t t'''' l �' y 3tRa11 T _4 ac } 2 ss R Fr 4 ` `` Kr ,f. 14r 0 5z3�;,. 3 8•,,- ` -�" Sr . � �$ ' ✓ . � `16 6' Y � •. T C "� so t ) i 1v01�00 . it2 :b . 33�3 i �� i6z16• 41 580: CAST BRONZE THREADED FITTINGS 125 LB. CRS,ERS CFBU,EFBU 1/4 x 1/8 3/8 x 1/8 3/8x1/4 IxI /4 1 x 3/8 1 x 1/2 1 x 3/4 1 1/4x 1 1/4x 1 1 /4x1 1 1/2x1/2 1 1/2x 11 /2x1 3x2 3x2 1/2 4x3 1 x 1/2 1 x 3/4 1.00 1.17 1.42 1.17 1.42 1.72 1.17 1.42 1.72 2.92 3.49 4.20 1.72 1.72 1.72 2.10 2.10 2.10 2.38 2.38 2.38 4.20 4.20 5.31 1.56 1.56 1.56 1.77 1.77 1.77 1.80 1.80 1.80 3.69 3.69 4.38 125 25 100 25 100 90 90 70 70 70 12 12 4 C D4 D4 C C C C C C C C C 0.0340 0.0453 0.1840 0.1740 0.1778 0.2500 0.2572 0.2832 0.3520 0.3304 1.6500 1.7900 2.8420 27.20 27.18 2.63 23.00 17.40 17.78 22.50 23.15 19.82 24.64 23.13 19.80 21.48 11.37 0.75 0.75 : SIAM ;:.FITTI,NGS :79=1 200 200 C C 0.0770 0.0468 15.40 9.36 CBU,EBU CCP,ECP 1/4 x 1/8 3/8 x 1/8 3/8 x 1/4 1/2 x 1/8 1/2 xl /4 1/2 x 3/8 x l x 3/8 x 1/2 x 3/4 1/4x 1 /4 x 3/8 1/4 x 1/2 1/4 x 3/4 1/4 x 1 1/2x 1/2 x 3/8 1/2x 1/2 x 3/4 1 /2x 1/2 x 1 1/4 3 x . 1 3 x 1 1 /2 3x2 3x2 1/2 4 x 1 1 /2 4x2 4x21/2 4x3 4 G LISTS an S gat CAST BRONZE THREADED FITTINGS 125 LB. SIAM FITTINGS D4 D4 D4 D4 D4 D4 D2 C C C C C C C C C C C D2 D2 C C C D2 D2 D2 D2 0.0136 0.0281 0.0225 0.0505 0.0430 0.0401 0 :1'07 0.1000 0.1212 0.1010 0.1546 0.1338 0.1575 0.2101 0.1514 0.1340 0.2024 0.2295 0.2310 0.2665 0.1918 O,4 00: 250 225 225 175 125 125 125 125 125 125 125 125 100 100 0.44 0.48 0.48 0.56 0.56 0.56 0.14 0.16 0.16 0.19 0.19 0.19 9. 0.2 0.26 0.25 0.40 0.25 0.32 0.41 0.75 0.32' ' 0.30 0.75 0.36 0.30 0.75 0.43 0.25 0.75 0.50 0.25 0.80 0.32 0.30 0.80 0.36 0.34 0.80 0.43 0.34 0.80 0.50 0.28 0.80 0.58 0.28 0.83 0.32 0.34 0.83 0.36 0.34 0.83 0.43 0.37 0.83 0.50 0.37 0.83 0.58 0.31 0.83 0.71 0.31 .13 0.75 0.37 30 .13 0.75 0.48 - 30 .13 0.92 0.40 - 25 .22 0.75 0.60 8 16 .22 0.75 0.60 8 16 .22 0.92 0.60 6 12 .22 0.98 0.50 6 12 19.04 28.10 22.50 30.30 25.80 24.06 26:78 25.00 27.27 22.73 27.06 16.73 19.69 26.26 18.93 16.75 25.30 28.69 28.88 26.65 19.18 101 , 74'1 0.9000 27.00 1,1761 35.28 0.8952 22.38 1.2760 20.42 1.4313 22.90 1.6125 19.35 1.5271 18.33 0.41 0.54 0.54 0.32 0.37 0.50 250 150 100 100 600 400 D4 0.0324 D4 0.0390 D4 0.0570 1s :1540 D2 1.9804 32.40 23.40 22.80 k x�2 x 3/ 1 4 ' u1r72 2•x ] '/ oa c2�¢1 -1 1' �' L x /'1rt /2ti ' t 1 ;i rp 2`9 8 3 Q3 ° r 7 + � .. S J � 17 1 , E Jz2 �� t tt� x tki ,�9CYt s 2 03 t`- f A° ts '', tiY 21> ba yL`92t 1�3 •, { • H t 2.3$ : % 3 + r y f 2 0 e, c Or r x b. a ) t m �: ra .., tr.... . � ` " t l 1` - ,�: � `f §§ . . : t ,r � v a `0 } 500 0 ' p ' 00 0 85 0185 .. . 89 0 ,� �"5Q Yts 1�8A s 2i ' 00`. n�, 1713; ` , n . f5. t r `)3.43: •'` - :�f„ ,' a ; .... . �.. C - • r r s .O J a _ s {,a.• . }xr4.'L�rT V f •3 a ` �� ,�'� - ^� r ,r� 3 p .x... in - c O� l- l) t z M II } t .. ,, - 5 'al i.,,dr• r:. . ? 4 Dmensid s (v td •; a s �`., e � 1 "�z 4�` a• . z r 4.- ia C ?. r ..... r ._.. •x 1 .. N r .W`. , .'7`4 � jcc°'f �. a'$� •, J :,:. - nt:v «.-. > a f t hne'- xi *er � ,f „�g9 ; r ' a Pts /Box + /Ctn • �3 . :4L4 �i�},h r..; i » is is) 'C A l h.1,-$----. "r .v . 3 ,. . i d A.R: t "Ly �W41g�it es: � p Tin... �'4t_.:.'i'_ . A 7, { W (�7 7' � Cfin i } ._..S • .�..: tx t >{ 1 / a ,,, 1 1/2 3 � i�t : r� kT -ra . a 8 ,t F ` 68 �u;�Ya t z .�2'2A �.� �a � t a ,, c � �1 =94 24� 1� 07. . 1 V � . 3 � 2 2�5 i M �k� 88 ,%} 0 75 .. 41�r t •�* d °r . i+ T 1 ' 1t, ° 60 fF 1 .t . c , 't` Ht < -� x 1. . rt -rr�� Q � c � � t -r� y , , �.a. tr : .�� � d th e' aM:t ' ` ° 'y� 1 �{ 3 t$ >. r ... x `;, �� � , c� � y a r r C ! `k� C� • ,83¢ t fi t ' X02 � a � 0 >�505 r x ti s3 2 a t 0 > �40a c� $ .. y� 6 4,.. a�'2 �9� a x ' 37 4 x l /8q 3/4 x 1 /4 , /4 x 3/8'c re� rrr' U81 n. 1 �: , 1 34 �3 a 100 i �1 �bI 17 �F M' 1 17� t sf gy i v11421 t ' 1 35 >� s 1; 0 s , . 42< 35t. i. T..r • a r ?,: 4 x z 93:17 '5Q u . �t200, e° � k } 75 ```l L`7 ti..r . � ~4 a o ,• U� D ` 4 " t t 0�14 b a } - , 1 4 1 0 1 0 65 60 5 3 2 3 a .Y... a 211 Q;, 22`82`? t r r #80' _. CRL 90,ERL 90 • f ELB , . 9 " c lac w, CXSL 90,EXSL 90 CAST BRONZE THREADED FITTINGS 125 LB. 1/4 3/8 1/2 3/4 1/4 x 1/8 3/8 x 1/8 3/8 x 1/4 1/2 x 1/8 1/2x1/4 1 x 1/4 1 x 1/2 1 x 3/4 1 1/4 x 1/2 1 1/4 x 3/4 1 1/4 x 1 11/2x1/2 1 1/2 x 3/4 11/2x1 2 1/2 x 1 1/4 21/2x11/2 21/2x2 3x11/2 3x2 3x21/2 4x2 4x2 1/2 4x3 0.81 0.94 1.22 1.31 0.67 0.67 0.81 0.67 1.17 1.17 1.42 1.17 1.42 1.72 1.17 1.42 1.72 2.38 3.49 3.15 2.92 3.49 3.15 2.92 3.49 2.92 3.49 4.20 1.11 1.24 1.49 1.O 0.81 1.00 1.00 1.17 1.72 1.72 1.72 2.10 2.10 2.10 2.38 2.38 2.38 4.20 4.20 5.31 4.20 5.31 0.40 0.40 0.53 SIAM FITTINGS: 350 0.92 250 0.92 100 100 1.17 75 1.56 1.56 1.56 1.77 1.77 1.77 1.80 1.80 1.80 3.69 3.69 4.38 3.69 4.38 95 180 90 150 50 100 50 100 80 70 60 60 60 50 BRONZE FITTINGS STANDARD 250 LB. 380 360 180 700 500 400 400 300 8 16 16 6 12 3 6 10 8 6 2 4 2 4 trPa ls f`6 i D4 D2 D2 D2 D2 D2 D4 D4 D4 C D2 D2 C C C C C C D2 C D2 D2 C C C D2 D2 0.0401 0.0676 0.0730 0.0700 0.1700 0.2410 0.2378 0.3000 0.3289 0.4000 0.3236 0.3780 0.4500 1.1550 1.1910 1.4604 1.4200 1.6500 1.8600 2.8330 2.8700 4.1500 ..,„ m.• m ' � � Z .e 0.0920 0.0920 0.1620 34.96 33.12 29.16 28.07 33.80 29.20 28.00 25.50 24.10 23.78 24.00 23.02 24.00 19.42 22.68 22.50 18.48 19.06 17.52 8.52 16.50 14.88 17.00 11.48 16.60 CXL 90,EXL 90 CXL 45,EXL 45 CAST BRONZE THREADED FITTINGS 250 LB. 225 450 125 250 175 100 0.81 0.95 1.12 1.31 3.08 1.08 D2 D2 C C D2 0.0736 0.1350 0.2087 0.3640 4.3125 3 C C 0.1500 1/4 2 SIAM FITTINGS 33.12 33.75 36.52 36.40 14; 8'1 • 17.25 22.50 24.50 31.00 29.61 30.65 25.00 10 a %2+y A . ,..i - 0 6: i a r r Oi + " t : OQ2 � n � 1 QO ; , ! 4 i" ' x ' �.._. . j 5 z 2 20: ,r ` r ? � =. c'x ` ` s. e�. ,,.. , � 40 � r r0r ....l o 6920 � T C' " sr� 0� 77Q{µ, r DC *r`;'� 2� ; " .c < . �, i 2;24.9a . 3 6 0 •• j 31 08A ' 2O 50 is 7: =e X 111 } 1 1 % 2 1 � $ �'f 75x� `.t t 95 �� 4 i • , s � i � f �2t34 �; f n s 1 94.y i t x 2 68 r r 3, r , r ��4 20 c om , n 2Q; t. } . J a u z .. 1 18 � +fi'; +�E ` p " a2� ..p.81.1.0 - ,;,:. 'a �: ` ra sp, C , " 25 1,`2720 } '''''..125;4,4:q y 94,.V50 x, 3 4 `19a3�.. .. 2,59,4"` 25.94• i {r n' > � { , .a4...). a� e ;. r� r. w ,e on . ...?2,1,6t4.411, D r ensrons z�inc < ° � A ,, R t- s ? a , b,, tI - _r .. .�y , J ,: c z � P iiiu na s t ,, n So � • �..,. e ;hag r . 4 . 44 j" 1/4 0.32 0.67 200 800 D4 0.0416 33.28 3/8 0.36 0.76 130 520 D4 0.0664 34.53 1/2 0.44 0.86 80 320 D4 0.1000 32.00 3/4 0.51 1.02 100 200 D2 0.1666 33.32 1 0.58 1.10 50 100 D2 0.2690 ; 0.4_45§....7:,, 26.90 ,� fG ... + � �� J > ;&•{ z 'N1.,6 � „,°�'.�.,, -R , r " 'y y1 qtr«° F r t 4 "l 3 ? ' i 34 t 7 t i60 t ' D2 w 0 ;51 . 0Q x -'3 0 6' 0 Oc 90 "47m . 3] 734 n•r .: 200 a .,, {,u §;a � 2`.14 i s32j6 " CXS, EXS CXCR,EXCR CXCA, EXCA CAST BRONZE THREADED FITTINGS 250 LB 1/4 3/8 1/2 3/4 1 0.32 0.36 0.44 0.51 0.5 1/4 3/8 1/2 3/4 0.81 0.95 1.12 1.31 1.06 1.16 1.35 1.53 0.93 1.12 1.34 SIAM FITTINGS ;Y13 540 300 200 110 200 130 70 0.0634 0.0978 0.1504 0.2448 0.1360 0.2140 0.3875 34.24 29.34 30.08 26.93 27.20 27.82 27.13 CXU,EXU CAST BRONZE THREADED FITTINGS 250 LB. Appendix E. Metric System Table with English Equivalents 1/8 0.55 0.74 0.78 1.43 75 300 D4 0.0848 25.44 1/4 0.68 0.85 0.83 1.16 - 225 C 0.1585 35.67 3/8 0.68 0.89 0.94 1.74 75 150 D2 0.1872 28.08 1/2 0.75 1.02 1.02 2.00 50 100 D2 0.2880 28.80 3/4 0.88 1.19 1.22 2.12 30 60 D2 0.4876 29.26 CXU,EXU CAST BRONZE THREADED FITTINGS 250 LB. Appendix E. Metric System Table with English Equivalents ' r 4 1 t/2 2, 1Fs li. 1/2 `: .v " 1 1. Ste) 900 :375:•`•? V 2 2:875 : • c i it F, f -'1 5 ' + 5 d ay l . 8: .} i fy 0086" 0 869 ./ ,125. fTa 11 r ' ' " ,. +1 796 e i `. 4 � ';'' 2 2 6 7.T9 4, . . , 0 d sP: 0:436' ?: ∎, • '0.68�L #,, r7 r ,. \ ?'?+* x 1 822. ±s + 1- 229 s 1 2:7 2aa r /\ # >�m • ` 8 13 13 • 8 , 9 1 0 ?,: A +�Sa.fi7; rr1' y } 84 ^' 3 e 1 2 tt it :790 b 'd -yw W77 -." 009 $l ' > '0 69 Ts '0'069 , , 0.100::1 . i �) /4 � l 1/2�s a2, +� rf { TT r i 1^k l,r ° r. ,. .t �r 2:309 ;' 2 309 2r30 / 4, ilk C t 4 7,9 t ? 1 , f 479 7 ` s147; a 47 z 3249 '141. ? 478D3 y ; 59 614 a3 . > 1 471 & E:: 0 4 p 463 4 581,3 k i ;S 0.29.T t l c36.95�i r t4 .5665b S g '. . r . � * >1.2 7� F 4 'I27 ):,7 1 l S9u 7 . 7 /11737.7 ; ,t �; 0r1 '� k k ;02 3 ,fl2,3 y 1 ? 7� � 15 0 .1 510 .` 18 2..t ; n;81 y ' ka ' 10 4 ,,±'•I 104a� `a 13 6 4 c 16$ tl k t v5 19,1 , F e .1 91 b TS•''^"C S.. K::'YF' r r sr ;• .„ "' �.. k^ s:' �x�"+>."• s��Yw% ��• a M., ' �., t, �i ;'S=�.�^- .5.,..�,,;'fl.1::'�:'" � �rgt�s�•:r�. . Fig. 4 (Taper) 11= 0.8660 x P h = 0.8000 x P • Straight Pipe Threads : the pitch, angle, and depth of thread are the same os the corresponding dimensions of the taper pipe threads. Tablel Basic Dimensions Dimensions, in Inch 1/8 1/4 3/8 1/2 3/4 3 1/2 4 5 6 1/8 1/4 3/8 1/2 3/4 3 4 5 6 0.405 0.540 0.675 0.840 1.050 4.000 4.500 5.563 6.625 Appendix A. Basic Dimension, for American Standard Pipe Threads This information is selected from the American for Pipe Threads, ANSI B 1.20.1 -1983 Table 2. 27.0 18.0 18.0 14.0 14.0 8.0 8.0 8.0 8.0 Fig 1(parallel) Fig (Taper) H = 0.960491 x p h = 0.610327 x p h = 0.137329 x p Table 2 Basic Sizes 28 19 19 14 14 11 11 11 11 0.907 1.337 1.337 1.814 1.814 2.309 2.309 2.309 2.309 1 i:3t�fl?,se 0.037 0.055 0.055 0.071 0.071 0.125 0.125 0.125 0.125 • 0.581 0.856 0.856 1.162 1.162 1.479 1.479 1.479 1.479 0.363 0.477 0.612 0.758 0.967 3.340 3.837 4.334 5.390 6.446 9.728 13.157 16.662 20.955 26.441 87.884 113.030 138.430 163.830 IC. ,sa $°• - 4%i i l'h;" 0.161 0.227 0.240 0.320 0.339 0.821 0.844 0.937 0.958 9.147 12.301 15.806 19.793 25.279 86.405. 111.551 • 136.951 162.351 4.36 4.10 4.32 4.48 4.75 O 0.373 0.491 0.627 0.778 0.988 Fig. 5 (Taper) L2 = (0.8D + 6.8) 1/n NveTJ ad`, E 0.263 0.401 0.407 0.533 0.545 7.12 7.23 7.34 7.47 7.64 0.380 0.502 0.637 0.791 1.001 0.029 0.044 0.004 0.057 0.057 6.13 6.57 6.75 7.50 7.66 Taper 1 in 16 on dia. Fig (Taper) H = 0.960237 x p (Shown exaggerated H = 0.610327 x p In diagram) H = 0.137278 x p Axis of screw 8.566 11.445 14.950 18.631 24.117 84.926 110.072 135.472 160.872 SIAM FITTINGS r 3.388 3.888 4.387 5.449 3.505 4.0 6.0 6.4 8.2 20.6 25.4 28.6 28.6 1.200 9.60 1.250 10.00 1.300 10.40 1.406 11.25 1.512 12.21 Appendix B. Basic Dimensions for British Standard Pipe Threads This information is selected from the British Standard Specification Pipe Threads B.S. 21 : 1985 Table 2 (a) Extermal thread of (b) External thread of maximum gauae length minimum gauge length S 'i'taQ• rf i 00.9 01.3 01.3 01.8 • 03.5 03.5 03.5 03.5 4.9 7.3 7.7 10.0 24.1 28.9 32.1 32.1 3.415 3.915 4.415 5.478 6.540 Dimensions in mm. 3.1 4.7 5.1 6.4 17.1 21.9 25.1 25.1 6.5 9.7 10.1 13.2 29.8 35.8 40.1 40.1 0.100 0.100 0.100 0.100 0.100 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101— 1,000 $37.00 1,001— 10,000 $49.25 10,001— 100,000 $49.25 for l 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME kW 1 Ltat(Y If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water 59 13 Road/Parking/Access A. Total Improvements ' 5 , 115 3. Calculate improvement-based fees: B. 2.5% of first $100,000 of A. Fi 44' $3 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) 5. Enter total excavation volume Enter total fill volume GRADING Plan Review and Permit Fees C► • Nor s Approved 09.25.02 Last Revised Jan. 2008 cm JAN 4 5 2009 PERMIT CENTER PERMIT # P I cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. $250 (1) $ ��� � ( $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 5 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CORRECTION LTR# PO ts January 14 2009 Allen Johannaessen City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 • • RE: Wells Fargo, TOC Annex — Lock Box PERMIT NUMBER #: D08 -498 Dear Mr. Johannessen: This letter is in response to the letter of corrections received from your office dated December 24, 2008. 1. The key notes (G -3 & G -4), referring to required safety glazing for glazed panels in the Glazing Schedule, appear to be reversed as it is shown or referred to in the elevation details. Also, the single window detail has no Key note (assumed to be "C) also refers to sheet "A4.1" with no detail indicated on that sheet. Please revise plan to show consistency with all Key notes and references to details & provide reference keynotes where necessary. Please see revised elevation details on sheet "A3.1" (referred to above as sheet "A4.1 ") showing the correct Key Notes. Key Note "C" is also called out for the window detail previously un- labeled. In addition, we added a key note "D" referencing a new relite and the wall type "4" has changed to reflect the current wall type. 2. In addition to item 1), OFFICE #105 relight window appears to be less than 24" from the doors vertical edge. However the other offices on that same wall appear to be sufficiently spaced. The key references "C" is indicated at each window. Relocate window in room #105 to meet the 24" clearance of the vertical door edge or show that window with safety glazing. Adjust reference keys accordingly (See sheet A3.1). (IBC 2406.3. #6.) Please see revised relite Key Notes on sheet "A2.1" showing the relite window for office #105 has safety glazing, and sheet "A1.1" for the location of the relite windows for both office #104 and #105. Please see sheet "A3.1" for the relite frame type "C" that has been labeled accordingly. Also see sheet "A3.1" for new relite type "D" 3. Sheet A2.1 shows #15 diamond boxes in Office Room 107. Provide the Key Note reference for #15 or remove from the plan to eliminate confusion. Please see revised sheet "A2.1" for the revision cloud delta 2, showing where the #15 diamond box located in Office Room 107 has been removed. 1932 First Ave., Suite 408 Seattle, WA 98101 Phone: 206 - 720 -7001 Fax: 206 - 720 -2949 Mr. Allen Johannaessen 1/3/08 Page 2 of 2 • • In addition, please note that the existing entry is remaining as existing. Thank you for your time and assistance with this project. Respectfully, Kathryn Taylor Project Manager 110907 City of Tukwila Correction LTR.doc Project #746.02 C architects January 14th, 2009 Greg Villanueva City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 • • RE: Wells Fargo, TOC Annex — Lock Box PERMIT NUMBER #: D08 -498 Dear Mr.Villanueva: This letter is in response to the letter of review comments from your office dated December 23, 2008. 1. Provide plan sheet & detail showing existing water meter /box. Include RPPA, backflow device with hot box, immediately downstream of meter /box. This information will be marked up on Architectural Plans by Greg during Permit Re- Submittal. 2. Submit proposed RPPA make & model. This device needs to meet minimum design & performance standards of the adopted Cross Connection Control Manual Accepted Procedure and Practice, Sixth Edition. This information is provided in the attached documentation. 3. There is no evidence of an existing landscape irrigation system. If this project is considering the install of a deduct water meter please show on the plan sheet. In addition, show the backflow device (DCVA). There is no irrigation system to our knowledge, nor will one be installed at this time. Thank you for your time and assistance with this project. Respectfully, Kathryn Taylor Project Manager 1932 First Ave., Suite 408 Seattle, WA 98101 Phone: 206 - 720 -7001 Fax: 206 - 720 -2949 r December 24, 2008 Kathryn Taylor Craft Architects 1932 1 Ave #408 Seattle, WA 98104 Dear Ms. Taylor, • • City of TukWt Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -498 Wells Fargo —18035 Sperry Dr This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Public Works Department: Greg Villanueva at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenker service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File No. D08 -498 P:\Pennit Center\Correction Letters\2008\D08 -498 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 a Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Building Division Review Memo Date: December 1, 2008 Project Name: Wells Fargo Permit #: D08 -498 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The key notes (G -3 & G-4), referring to required safety glazing for glazing panels in the Glazing Schedule, appear to be reversed as it is shown or referred to in the elevation details. Also the single window detail has no Key note (assumed to be "C ") also refers to sheet "A4.1" with no detail indicated on that sheet. Please revise plan to show consistency with all key notes and references to details and provide reference keynotes where necessary. 2. In addition to item 1), OFFICE # 105 relight window appears to be less than 24" from the doors vertical edge. However the other offices on that same wall appear to be sufficiently spaced. The key references "C" is indicated at each window. Relocate window in room # 105 to meet the 24 inch clearance of the vertical door edge or show that window with safety glazing. Adjust reference keys accordingly (See sheet A3.1). (IBC 2406.3 #6.) 3. Sheet A2.1 show #15 diamond boxes in Office room 107. Provide the Key Note reference for # 15 or remove from the plan to eliminate confusion. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PROJECT: Wells Fargo Tenant Improvement 18035 Speery Dr., Tukwila CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: December 23, 2008 PERMIT NO: D08 - 498 PLAN REVIEWER: Contact Greg Villanueva at (206) 431 -2442, if you have any questions regarding the following comments. 1. Provide plan sheet & detail showing existing water meter/box. Include RPPA, backflow device with hot box, immediately downstream of meter/box. 2. Submit proposed RPPA make and model. This device needs to meet minimum design and performance standards of the adopted Cross Connection Control Manual Accepted Procedure and Practice, Sixth Edition. 3. There is no evidence of an existing landscape irrigation system. If this project is considering the install of a deduct water meter please show on the plan sheet. In addition, show the backflow device (DCVA). • December 18, 2008 Kathryn Taylor Craft Architects 1932 1 Ave. Suite 408 Seattle WA 98104 RE: Wells Fargo Tenant Improvement 18035 Speery Dr., Tukwila WA Permit No. D08 -498 To Whom It May Concern: • Guy of Tukwlla Department of Public Works James E Morrow, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water service line. Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter for premise isolation. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works highly recommends a power supply be provided for the Hot Box. The Public Works Director will withhold issuance of the Wells Fargo Tenant Improvement permit until the Permit Center receives plans for installation or a bond for installation of an RPPA on the domestic water supply line. If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit D08 -498 application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the location of the domestic water meter in relationship to the property line(s) and the building, size of water meter, connections to the water main, and service to the building together with a .c Inn Jim Haggerton, Mayor P..:a .LInn - 7... I.....I- 77/ - LIB -a -_ nns nn - At. - _ nne enn n••-•••• e. Ora ..- .n. n. e0.• • • construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. RPPA installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for RPPA installation) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for RPPA installation will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletin A -1 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441, or Jim Morrow, Public Works Director, at (206) 433 -7161, if you have any questions. Sincerely, A 1 1 6 . 4 "--v-ei" 0 Greg Villanueva Development Engineer JS:lw enclosures: Public Works Bulletins #A -1, A -9 and C5 Permit Application cc: Tom Dawes (P:Laurie Admin/JGreg/Letter Wells Fargo 121808) ACTIVITY NUMBER: D08 -498 PROJECT NAME: WELLS FARGO SITE ADDRESS: 18035 SPERRY DR Original Plan Submittal DATE: 03 -04 -09 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Diet Ron 41 Public Works Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 IT G0080 C PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS O CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: AK N M- 3 - s - Fire Prevention Structural CL- Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -05 -09 Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required n ❑ No further Review Required DATE: DUE DATE: 04 -02 -09 Not Approved (attach comments) DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 498 DATE: 01 -15 -09 PROJECT NAME: WELLS FARGO SITE ADDRESS: 18035 SPERRY DR Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B D Public Works Complete Comments: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n DATE: Planning Division ❑ Permit Coordinator Not Applicable DUE DATE: 01-20-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required DATE: DUE DATE: 02-17-09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -498 DATE: 11 -20 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 10056 5 h1/ J X Original Plan Submittal Response to Correction Letter .# Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: kit B l ng D on leA or DETERMINATION 11,1 ublic or DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11- 255 -08 Complete 1� Incomplete ❑ Comments: Permit tenter Use:Ohi • . �' : ,. :: + <:_ `'� • : ' • :';� ,a, w , . ` . •�� �.• •:= � .•��•� "4 "r�'•�ii.;i'Y;:. �•;�,� .•_, r .r 4 ��.w. . ran- �k���f� '.iihc�J!w'.`•: ^`r'.�r�r. : " INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Structural Structural Review Required 6I 11--1/$7 Fire Prevention ►�. Planning Division ❑ Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -23-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Use Only . . . � i • , ' . -. -.�y -. .: '•• � , t.:•.:. . x:.. . • CORRECTION LETTER MAILED: I a . - �� . D • •_ • } Departments issued corrections: Bldg Fire ❑ Ping ❑ PW 1r Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 3'Li —Di 03po f v y Aa Summary of Revision: 1440ve. t h 646v. ( te m04 m04 etj Co vt,t'6•v1 � V .4AJ WC( Lift GIA 44. IVA Drs • Received by: 0_ Tam @y REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: We l5 VAT SITE ADDRESS: IS015 Spv(MT REVISION LOG S PERMIT NO: bog - 1-11 ORIGINAL ISSUE DATE: 2,- (please print) (please print) (please print) (please print) Project Name: Summary of Revision: entered in Permits Plus on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O 10? ( Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner LL)s v Project Address: (P)b ?5 3 1 t ?-tV t 1 O -wk LA k l Contact Person: 4 TH1 - TAYcD Phone Number: '?C ' 7 Ficl-TEet0 tk71 of Lb pf n# I I S IS I �it(Y1 Ll &)E l @ 13lidL1 I1\ AL( ("tom W ITI CCUCAVQ S t i0. tJ( " A IN rl 5 ief r► a vc-= ) tv-urn PL \) D PftleT►f 10) 1 51ILT IVY It 5 PL E (. k) t Jff oe.. \ u. l'tA u t t) Co uw vex +worn I l� UEAw Ptol✓ fZ-W 1 . I k)S 1.,W tot C b 2- F�,+LX. ern \applications \forms- applications on lineArevision submittal Created: 8 -13 -2004 Revised: 1 -2009 Received at the City of Tukwila Permit Center by: L) o —19 Sheet Number(s): -7444 1 — 11 ° 4 1 I V I { ' \ 2, 31 117 . 3 2 � fr2 -11 fl Z,� tl "Cloud" or highlight all areas of revision including (late of revision k CITY OF TUKWI A MAR 0 4 2009 PERMIT CWITEP Date: V IAGi ti 14, 20A \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D08 -498 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner JAN 15 2009 PERMIT CENTER Project Name: WELLS FARGO Project Address: 18035 Sperry Dr A &6H 1ir5 (2.°60 � ZD �G'J I Contact Person: Y -k•P++ -'(J 1PM . , co -Ater Phone Number: Summary of Revision: 'f 1; 5tep5 of Wowe -K wkP6 fa1tT1 ( /tse9 vkiTI2Y 1 - 1145 SodviE h V(1 • t14 Arm rno41 , A.LL - TYPE A - 4P65 S- Tz45VISi50. 'R) I1L T 11k- GUNNY cL . - 1. " - nttr-E WE RV cw-1A t.i C SY "il°1tc ?' 4 (Z. 460 No-- axx7 vt6i0x/5 A'6 gEG?LE'STeo vsY ". 'Y ()K1 Ts S HtrsTS A3.1 t AZ • 1 l A I.1 • fn. M01 •r: L ?L6 6 Sit: N t t:b GotApl ef. T E po r S$ 1s1 • Sheet Number(s): - 1'1.l, Tl•9 A1.1, AZ.I, A2•31, A2.32, A 2 . 41, A2.1 AZ . A3.I , Ay.i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k r - Entered in Permits Plus on 0 I�Vv 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 03/12/2003 $12,000.00 03/05 /2002 3 SAFECO INS CO 5698019 05/01/199805/01 /2002 01/16/2006 REIFSCHNEIDER, CAROL M $6,000.00 01/01/1980 2 SAFECO INS CO OF AMERICA 5698019 05/01/1992 05/01/1998 POE, FRED W $6,000.00 01/01/1980 1 AMERICAN INS CO SLR6355162 11 /09/1981 05/01/1992 $4,000.00 Name Role Effective Date Expiration Date POE, CHARLES E PRESIDENT 03/01/1996 PETERSON, ALAN D SECRETARY 04/25/2000 FRY, KYLE R TREASURER 03/12/2003 WILLIAMS, WAYNE W VICE PRESIDENT 03/01/1996 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 Untitled Page • I General /Specialty Contractor A business registered as a construction contractor with LEtI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company POE CONSTRUCTION INC 2538332400 PO BOX 1838 AUBURN WA 980711838 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 171004362 ACTIVE POECOI*247QZ CONSTRUCTION CONTRACTOR 11/9/1976 5/1/2009 GENERAL UNUSED Business Owner Information Bond Information https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= POECOI *247QZ Page 1 of 3 02/03/2009 DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG E 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 ABBREVIATIONS V C J 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 CFI CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO CONT CORR CPT CT CTR CY 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 COL COLUMN CONC CONCRETE CONSTR 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 OA OC OD FL FLG FLUOR FM FOC FOF FOIC F010 FOS FS FT FTC FTC FTIO FURR FUT FUTURE - RIO FX FIXED 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 LKR LT MACH MATL MAX MECH MEI OR MEZZ MFR MH MIN MIR MISC MLD MRGWB MID MULL NIC NOM NTS 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 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 LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MTL 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 PS PSF PSI PT PTD PTD /R PTN PTR PVMT 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 QT QUARRY TILE R RA RAD RB R &S RD RD /0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RVS RW RWL 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 S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER OR SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILIAR SK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SNT SEALANT SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE /STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T &B TOP & BOTTOM TG TEMPERED GLASS THK THICK THR THRESHOLD TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TIP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/0 WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD SYMBOLS 11 COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION (1492) EQUIPMENT NUMBER MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT 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 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j OFFICE 102 18 71 �Q PROJECT NORTH 9' -0" 7' -O" INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE NEW OR FINISHED CONTOURS 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 WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS,ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REM /1IN 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 CONSTRACTOR 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. FILE COPY Permit No, VO � l ' 14c1‘1, ._._ Plan review approval is subject to errors and omissions. Approval dconsbuction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: " Ot City Of lUkwiia BUILDING DIVISION TAX PARCEL # 3623049095 PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: TENANT /OWNER: GENERAL CONTRACTOR: VICINITY MAP N.T.S. LEGAL DESCRIPTION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: ACTUAL FLOOR AREAS: 1ST FLOOR: OFFICE (B - EXISTING) REMODEL OF OFFICE SPACE (WITHIN EXISTING BUILDING) OCCUPANT LOAD: (SEC. 1004.1 TABLE 10 A) TOTAL OCCUPANCY LOAD ELECTRICAL, MECHANICAL, FIRE ALARM CRAFT ARCHITECTS, PLLC. 1932 FIRST AVENUE, STE. 408 SEATTLE, WASHINGTON 98101 KATHRYN M. CRAFT WELLS FARGO BANK 999 THIRD AVENUE SEATTLE, WA 98104 TYPE OF CONSTRUCTION: IIIB SPRINKLER SYSTEM: YES SPRINKLER POE CONSTRUCTION 1519 W Valley HWY N Ste 103 Auburn, WA 98001 TUKWILA URBAN CENTER (TUC) 2006 IBC TENANT IMPROVEMENT OFFICE - (B) TOTAL ACTUAL FLOOR AREA: 20,197 SQ FT 1ST FLOOR: OFFICE 20,197 SQ FT / 100 = 202 20,197 SQ FT = 202 PROJECT DESCRIPTION DEMOLITION OF INTERIOR, NON- STRUCTURAL, PARTITION WALLS & CASEWORK. CONSTRUCTION OF NEW INTERIOR, NON- STRUCTURAL PARTITION WALLS, NEW RAMP, DOORS & FINISHES. EXISTING OFFICE BUILDING AREA OF WORK EXISTING PARKING LOT SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION PORS OF GL 4 & OF GL 1 IN SEC 35 LY S OF i LN EXTND DAF BEG AT NW COR OF SEC 36 TH S ALG W LN THOF 1355.89 FT TO TPOB & S MGN OF S 180TH ST TH ELY ON CRV LFT CTR BRG N 02 -45 -45 E RAD 336 FT C/A 01 - 32 - 04 A DIST OF 9 FT TO S LN OF N 36 FT OF SD GL 4 TH S 88 -46 -19 E ALG SD S LN 274.81 FT TH ON CRV RGT RAD 50 FT C/A 90 -00 -00 A DIST OF 78.54 FT TH S 01 -13 -41 W 58 FT TH N 88 -46 -19 W TO SWLY LN OF GL 1 IN SEC 35 TH NWLY ALG SD SWLY LN TO WLY EXT OF N LN OF SD GL 4 TH S 88 -46 -19 E ALG SD WLY EXT TAP 142.38 FT W OFNW COR SD GL 4 TH ON CRV LFT CTR BRG N 27 -59 -36 E RAD 336 FT 147.96 FT TO TPOB 20,197 SQ FT 9,167 SQ FT EXIT REQUIREMENTS: (SEC. 1019 TABLE 1019.1) NUMBER REQ'D NUMBER PROVIDED ACCESSIBLE PROVIDED 1ST FLOOR: OFFICE 2 2 1 SEPARATE PERMIT SUBMITTALS Contact: Phone: Fax: Contact: Phone: Fax: Contact: Phone: Fax: KATHRYN TAYLOR (206) 720 -7001 (206) 720 -2949 TOM DAWES (206) 292 -3181 (206) 292 -3475 KYLE FRY (253) 833 -2400 (253) 939 -4805 SITE PLAN NTS Thece 1 orrr;ss' ad - t, :cr SPERRY DRIVE PROJECT INFORMATION WELLS FARGO OFFICE BUILDING 18035 SPERRY DRIVE TUKWILA, WA 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION T1.3 ACCESSIBILITY GUIDELINES T1.4 EGRESS PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.31 REFLECTED CEILING PLAN A2.32 POWER /COMM PLAN A2.41 FINISH PLAN A2.42 FURNITURE PLAN A2.5 COORDINATION PLAN A3.1 ELEVATIONS, DOOR SCHEDULE, DOOR /RELITE DETAILS, WALL TYPES A4.1 CEILING DETAILS, CASEWORK DETAILS PARKING REQUIRMENTS acceptance Is blic Works utilities SCOPE OF WORK WILL NOT AFFECT PARKING REQUIREMENTS AS SPACE USE AND OCCUPANT LOAD TO REMAIN THE SAME. PLUMBING FIXTURE REQ'S SCOPE OF WORK WILL NOT AFFECT PLUMBING FIXTURE REQUIREMENTS AS SPACE USE AND OCCUPANT LOAD TO REMAIN THE SAME. ENERGY REQUIRMENTS SCOPE OF WORK TO EXCEED OR MEET ENERGY CODE REQUIREMENTS. NO WORK BEING DONE TO PERIMETER BUILDING ENVELOPE. LIGHTING REQUIREMENTS LESS THAN 60% OF THE FIXTURES ARE NEW, INSTALLED WATTAGE NOT INCREASED AND SPACE USE NOT CHANGED. tans have been re )enartmerit for co r.. ndards. Acceptant ns which do not a standards or ordi dequacy of the des r . Additions, deletat s after this date will require a resubmit )sequent approval„ CODE COMPL APPROVED FEB 0 2 2009 CITY OF JAN 1, 5 2009 PERMIT CENTER JAN 9 0 'illl!l TUtKVVILA PUBLIC WORKS CORRECTION LTR# C )y the Public ice with tytyK ncraftarchitects.com jest to errors and violatinna nP The responsibility totally with the 0:1115 t0 these e ()PA ' "riCEIVED Revisions: a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax CONSULTANT ArcNtect of Record KATHRYN M CRAFT STATE OF WASHI .TO 7052 ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE- PRICING 01/14/2009 PERMIT RE- SUBMITTAL 12/08/2008 OWNER 12/29/2008 CITY Sheet Title: GENERAL INFORMATION Date: Design: Drawn: Project No: Approved: Sheet No: REGISTERED ARCHITECT immommmilimmy COPYRIGHT CRAFTARCHITECTS 2008 KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced T1.1 Reach Depth Maximum Height Reach Depth Maximum Height Reach Depth Maximum Height in inches in inches in inches in inches in inches in inches 10 or less 54 15 51 20 48 1/2 11 53 1/2 16 50 1/2 21 47 1/2 12 53 17 50 22 47 13 52 1/2 18 49 1/2 23 46 1/2 14 51 1/2 19 49 24 46 SPACE ALLOWANCES AND REACH RANGES ANSI 403.5 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 32" at a point and 36" continuously ANSI 403.5.2 - WIDTH FOR WHEELCHAIR PASSING A. The minimum clear width for two wheelchairs to pass is 60" ANSI 1305 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 403 ACCESSIBLE ROUTE 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 dmarkation shall match existing in shopping center: painted striping ANSI 403.5 - WIDTH A. The minimum clear width of an accessible route shall be 36" except at doors. ANSI 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing of at least 60 "x60" shall be provided at 200' max. spacing. ANSI 307.4 IBC 1009.2 1010.5.2 A. Accessible routes shall have 80" min. ANSI 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 307 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 Sc 4.4.2) ANSI 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27 " -80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 27" above the finished floor may protrude any amount. 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. 4" MAX. I EAR WIDT ANY AMOUNT A. B. C , 302/303 GROUND AND FLOOR SURFACES ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. Changes in B. Changes in no greater ANSI 302.2 - CARPET ANSI 502.7 - SIGNAGE ANSI 502.6 - VERTICAL CLEARANCE ANSI 503 - PASSENGER LOADING ZONE level up to 1/4" may be vertical and without edge treatment level between 1/4" and 1/2" shall than 1:2. Detail 5.1 clear head room. Detail { 4.4.2 spaces be beveled with a slope 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. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI 502 - PARKING SPACES Accessible parking shall be at least 96" wide. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. Except when van parking stall is 132" then access aisle shall be 60" wide. Surface slope shall not exceed 1:50 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designatred. A. Characters and symbols on such signs shall be located 60" minimum above the ground. B. Signage located within an accessible route shall be located 80" min. above the walking surface. 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. 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 1:50 in all directions. 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 If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 404 DOORS Adjoining Slope Shall 7 Not Exceed 1:20 Curb Ramp Parallel to Curb ANSI 406.10 - DIAGONAL CURB RAMPS ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS ANSI 404.2.4 - THRESHOLDS AT DOORWAYS ANSI 404.2.6 - DOOR HARDWARE ANSI 404.2.7.1 - DOOR CLOSERS ANSI 404.2.8 - DOOR OPENING FORCE 1:10 Max. slope 1:12 Max. slope Detail 4.7 A. If diagonal curb ramps have returned curbs or other well- defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long between the curb ramps in the part of the island intersected by the crossings. ANSI 404.2.2 - 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. Exception: Doors not requiring full user ?assage, such as shallow closets, shall have a clear opening of 20 minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Flared side A. Maximum threshold height: 1/2" (3/4" at exterior sliding doors). Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2. A. If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70', the door will take at least 3 seconds to move to a point 3" from the latch, measured to the leading edge of the door. A. The maximum force for pushing or pulling open a door shall be as follows: Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. 36" Min. 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 nq contrasting color or texture is required A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 4.13.5 and 4.13.6. Provide level (1:50 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" © 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 & 18" min. bside 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 push side - 42" min. width and 24" min. beside strike edge (48 "min. width if door has a closer) 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 no higher than 48" above finished floor. 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged doors: no requirement. b. Interior hinged doors: 5.0 lb.. c. Sliding or folding doors: 5.0 lb.. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 1- I 604 WATER CLOSETS 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. 59" MIN. 606 LAVATORIES ANSI 606.3 ANSI ANSI ANSI A, 8" Min r- 42" MIN. 2" HOLD ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI 604.5 -- GRAB BARS (REFERENCE DETAILS 4.16.1, 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 wail vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wail: 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) ontrols shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5Ibf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the floor, and a maximum 36" from the rear wall. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 39" MIN 42" MIN Detail 4.16.2 2" Hold ,r the lavatory. o Max. Detail 4.19.1 Detail 4.16.3 r I clear I floor I space L 19" 48" Min. Detail 4.19.2 & 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. Locate flush controls on wide side 2. Clearance of 29" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of 9" minimum shall be provided for the full depth of 7" Min 606.6 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. 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 lb.. 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 at least 10 seconds. 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum above the finished floor. B. The top edge of the reflecting surface must be at least 74" AFF. 603 TOILET ROOMS ANSI 603.2.3 - DOORS A. All doors to accessible toilet rooms shall comply with 4.13. Doors shall not swing into clear floor space required for any fixture. Clear floor turning space may overlap door swings. 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 turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI 604.8 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.8; where 6 or more stalls are provided in addition to the stall complying with 604.9, at least one stall 36" wide with an outward swinging, self - closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with 4.16. ANSI 605 - URINALS 606 SINKS A. If urinals are provided, then at least one shall comply with 4.18. ANSI 603.3 & 606 - LAVATORIES AND MIRRORS 905 STORAGE 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 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 and shall comply with 4.27 - (Controls & Operating Mechanisms). ANSI 606.3 - HEIGHT A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the finished floor. ANSI 606.2 - KNEE CLEARANCE A. Knee clearance of 27" high minimum, 30" wide minimum, and 19" deep minimum shall be provided underneath sinks. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under sinks. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb.. 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 at least 10 seconds. 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 14.3 AND 4.25.3 & 4.25.4) A. Where a forward reach is required, accessible storage spaces shall be 48" maximum and 15" minimum above the floor. If the forward reach is over an obstruction (with knee space equal to or greater than reach distance) 20 " -25" deep, the maximum height shall be 44 "; if the obstruction is less than 20 ", maximum height shall be 48 ". B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and 9" minimum above the floor. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24" maximum deep. C. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 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 lb. Detail 4.25.1 Detail 4.25.2 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: 1. Bending stress induced by maximum bending moment from application of 250 lb. shall be less than allowable stress for material used. 4. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. ANSI 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shall have a radius of 1/8" minimum. 308 CONTROLS AND OPERATING MECHANISMS ANSI 308 - HEIGHT (REFERENCE DETAIL 4.30.3) A. Front approach - 48" max. to 15" min. Controls located in an alcove >24" deep must have 36" clear floor width. B. Side approach - 54" max. to 9" min., except per below. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. 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 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 5 dba, whichever is louder. 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) 703 SIGNAGE WHERE APPLICABLE A. 2. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 3. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 4. 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. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 8. No place in common corridors or hallways shall be more than 50' from the signal. 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. SIGNAGE (CONT.) ANSI 703.2.5 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2) A. Letters and numbers on signs shall have a width -to- height ratio between 3:5 and 1:1, and a stroke - width -to- height ratio between 1:5 and 1:10. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 80" above the finished floor, character size shall be 3" minimum. 2. The minimum height is measured using an upper case X. 3. Lower case letters are permitted. ANSI 703.4 - RAISED AND BRAILLE CHARACTERS AND 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: 5/8" minimum, 2" high maximum 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" minimum ANSI 703.3.12 - FINISH AND CONTRAST A. The character and background of the signs shall be eggshell, matte, or other non -glare finish. Characters and symbols shall be white on a blue background. ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. B. Where there is no wall space to the latch side of the door, including at double -leaf doors, signs shall be placed on the nearest adjacent wall. C. Mounting height shall be 60" above the finished floor to the centerline of the sign. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. C� CO CLEAR FLOOR SPACE International Symbol of Accessibility Detail 4.30.1 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" high, but no higher than 2 ". Light switch Thermostats, Etc. AUTOMATIC TELLER MACHINES Detail 4.30.3 902 DINING SURFACES & WORK SURFACES Detail 4.30.2 8" MAX 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. A. Floor space shall comply with 305.7.2 to allow a forward, parallel approach or both. REACH RANGES A. Forward approach only: controls within forward approach specified in 308 B. Parallel approach: controls within unobstructed reach range from clear floor space at protrusion of teller machine surround per table as follows: Note : above does not apply to drive up machines. Convenience Outlets Data, Tel., Etc. 1)08-9908 1VLctiVtU '1M CODE COMP * f NCE APPROVED FEB 0 2 2009 CrA�iUKWILA JAN 15 2009 PERMIT CENTER I� Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 www.craftarchitects.com Revisions: Date: a r c h i t e c t s 206.720.7001 phone 206,720.2949 fax 7052 Architect of Record cc x o 0 >- I cc W U 0 c J t co O Co REGISTERED ARCHITECT 12/08/2008 OWNER 12/29/2008 CITY Sheet Title: City Of Tukwila INSIMIONCONSULTANT KATHRYN M. CRA T STATE OF WASHINGTON w1� ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE- PRICING 01/14/2009 PERMIT RE- SUBMITTAL ACCESSIBILITY GUIDELINES Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: T1.3 COPYRIGHT CRAFTARCHITECTS 2008 ENTRY VESTIBULE MANAGES <`. <` MANA NM. NI OP NI 11111 SHADE DENOTES AREA OF WORK TO EXISTING ACCESSIBLE PARKING WORK LIMIT LINE durnimmmummrnmimmummemmmilimm mum COMMON PATH OF TRAVEL: 83' -0" EGRESS PLAN 1/8" = V-0" 0 4 8 16 FT PATH OF TRAVEL: 154' -0" iAtvQicu ruk CODE COMPLIAN APPROVE FEB 0 2 2009 City t� �'��rifa N DIVISION KEY NOTES: O 1. A TACTILE SIGN STATING 'EXIT', COMPLYING WITH ICC A117.1. 2. LOCATION OF SIGN STATING "MAXIMUM OCCUPANT LOAD 35" EGRESS SUMMARY A. B. B. C. E. ACCESSIBILITY PROVISIONS: o A. B. C. D. MAX. TRAVEL DISTANCE: 300' (TABLE 1016.1) MAX. COMMON PATH OF EGRESS TRAVEL: _100' (1014.3) MINIMUM CORRIDOR WIDTH: 44" (1017.2) REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (TABLE 1005.1) = 1.4" REQUIRED MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) MAXIMUM DEAD END CORRIDOR: 20' (1017.3) ACCESSIBLE ENTRANCE. REFER TO 404/T1.3. ACCESSIBLE COUNTER: 28" MIN., 34" MAX. HEIGHT AFF. ACCESSIBLE REACH RANGE: SIDE APPROACH, 54" MAX TO 9" MIN. ACCESSIBLE SINK: 34" MAX. AFF WITH FRONT APPROACH AND COMPLIANT KNEE SPACE BELOW. REFER TO 606/T1.3. REE CfV 0 CITY OF TU I1.A JAN 1: 5 2009 PERMff CENTER DOS 9 8 C a r c h i t e c t s Termirnal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT REGISTERED ARCHITECT I ItP T •YN M. CRA T TATE OF WASHINGTON ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT • 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: Al2/08/2008 OWNER 12/29/2008 CITY Sheet Title: Date: Design: Drawn: • Project No: Approved: Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: Architect of Record Y Z Q w cc m Oxo C m c Q O oo L O � Y J coo W T COPYRIGHT CRAFTARCHITECTS 2008 EGRESS PLAN KMC KLT, AK 08- 161.06 KMR T1.4 WORK LIMIT LINE I mm- rata --tits- rata mini ----t ----- ti----- ti- mmrnm- --- um m 1 1 I 1 1 1 1 I 1 I 1 L - 1 i II 1 V 111 E i U I 1 I 1 <> 1 1 4 1 a 1111 1 u.v 1 I I 1 I I I 0 um ; 1 1 1 - -I (NO SCOPE IN THIS ROOM) 1 1 1 1 1 1 1 1 i 1 1 - -- £:Ifa___f -•1 I I 0 1/8 = 1' -0" 1 1 1 1 1 1 1 1 1 1 1 1 1 I TEMPORARY OFFICE SPACE 01 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 DEMOLITION PLAN 0 4 8 16 FT 112B LEGEND: CG r N E EXISTING PARTITION WALL, TO REMAIN EXISTING PARTITION WALL, TO BE DEMOLISHED NEW PARTITION WALL CORNER GUARD - 48 "H, CLEAR NEW ELEMENT EXISTING ELEMENT ACV 1OV i°UR CODE COMPLIANCE APPROVED FEB 0 2 2009 City pfTukwila BUILDING DMSIQA DEMOLITION NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. A MAJORITY OF FLOOR FINISHES TO BE DEMOLISHED AND REPLACED, TYPICAL THROUGHOUT. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES. REFER TO FINISH PLAN FOR MORE DETAILS. 4. OBTAIN DEMOLITION. PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 5. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 6. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 7. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWN LIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, RETURNED TO BUILDING STOCK. 10. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 11. MISCELLANEOUS ITEMS TO BE EITHER TEMPORARILY OR PERMANENTLY REMOVED PRIOR TO DEMOLITION. GC TO COORDINATE WITH WF VENDOR. 12. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN 'BROOM CLEAN' CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AND PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 13. PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH NETWORK TEAM, VOICE TEAM AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 16. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. DEMOLITION KEY NOTES: <> 1. CASEWORK TO BE DEMOLISHED, EQUIPMENT TO BE RELOCATED. GC -TO DISPOSE OF ALL DEBRIS. WF VENDOR TO DISCONNECT /RECONNECT EQUIPMENT. GC TO COORDINATE SCHEDULE. 2. EXISTING STAIR TO BE DEMOLISHED. FINISH FLOOR TO BE LEVEL WITH ADJACENT EXISTING. GC TO DISPOSE OF ALL DEBRIS. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISH. 3. EXISTING DOOR & FRAME TO BE REMOVED, G.C. TO RETAIN FOR POTENTIAL REUSE. 4. FULL HEIGHT PARTITION WALL, DOOR & RELITES TO BE DEMOLISHED. GC TO DISPOSE OF ALL DEBRIS. 5. EXISTING MURAL TO BE REMOVED, REPAIR WALL AS REQUIRED TO MATCH EXISTING /NEW CONDITIONS. 6. EXISTING ELECTRICAL PANEL. 7. FIRE EXTINGUISHER TO REMAIN. 8. EXISTING CONTROL BUTTON TO BE REMOVED. G.C. TO FIELD VERIFY FUNCTION PRIOR TO REMOVAL. WALL TO BE PATCHED /REPAIRED /PAINTED. 9. DEMOLISH WALL TO ACCOMODATE NEW RELITES. 10. REUSE EXISTING DOOR PER G.C.'S DISCRETION. 11. EXISTING POWER POLE TO REMAIN. FINISH TO MATCH NEW WORKSTATIONS. 12. EXISTING POWER POLE TO BE REMOVED 13. EXISTING PASS THROUGH WINDOW TO REMAIN. CASING TO REMAIN. REMOVE EXISTING PLASTIC LAMINATE SHELF. GC RESPONSIBLE FOR REPAIR OF WALL DAMAGE, IF REQUIRED. 14. FREESTANDING COOLING UNIT SCOPE, PER MECHANICAL DESIGN BUILD 15. NOT USED 16. EXISTING THERMOSTAT TO REMAIN 17. EXISTING THERMOSTAT(S) TO BE RELOCATED /REMOVED PER MECHANICAL DESIGN - BUILD. 18. EXISTING CONTROL PANEL TO BE REMOVED AND DISPOSED OF. WALL TO BE PATCHED AND PAINTED. 19. REMOVE WALL -HUNG FURNISHING. STORE PER OWNER'S REQUIREMENT. 20. EXISTING CASEWORK COUNTER CABINETS AND SINK TO BE DEMOLISHED. DISPOSE OF ALL DEBRIS. 21. EXISTING CHAIR RAIL TO BE DEMOLISHED. 22. REMOVE ACCESS CARD READER /DOOR CONTACT FROM THIS DOOR. CABLING TO REMAIN. WALL TO BE PATCHED /REPAIRED /PAINTED. 23. DISCONNECT ALARM SYSTEM. 108 -'198 RECEIVED CITY OF TUKVVILA JAN 15 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com 7052 NZ Z CO 0 CC LL CA J J W CONSULTANT REGISTERED ARCHITECT KATH•YN M. CRAFT STATE OF WASHINGTON a ISSUE 1 1 /07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE- PRICING 01/14/2009 PERMIT RE- SUBMITTAL Revisions: Date: Design: Drawn: Project No: Approved: Sheet No: Architect of Record cc 0 >- Q m � se w 0 co co 012/08/2008 OWNER 012/29/2008 CITY I Sheet Title: DEMOLITION PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 All 1:48 _ MAX 26 - N X • 4' -0" fl OFFICE 104 - ---- DRIVE—IN 1 ENTRY 5' -3" 2 EQ ENTRY VESTIBULE 100 EXISTING WALL BEYOND EXISTING COLUMN NEW SOFFIT 4 4 OPEN OFFICE 30 OFFICE 105 STORAGE ROOM 1 O 4 NFERENCE ROOM 1/4" = 1' -0" RAMP ELEVATION 114 1 1 1 1 BREAK ROOM 115 13' -2" 4 EQUAL 106 OFFICE STORAGE OPEN OFFICE 1' -0" MIN. HALL 112 U---- 1 1 1 1 LUNCH ROOM (NO SCOPE IN THIS ROOM) - T ---- - - - - - -! SORTER ROOM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O.D. 110B ALIGN WORK LIMIT LINE I ----------------------------------------------- ----------------- it — II 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 SERVER ROOM 111 i • • 0 1/4" = 1' -0" r - -- - - -- --- I- - - - - -- 1 1 1/8" = V-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 I.D. 4' -7" - J 1 1 1 1 1 FLOOR PLAN 1 1 1 1 1 1 1 1 1 1 1 1 1 ENLARGED PLAN — RAMP 1 11 0 4 8 16 FT 112B EXISTING EXIT GECyiCYVtu N'IDiZ BADE COMPLIANCE APPROVED FEB 0 2 2009 City Of TIa LD N DIVI I$ N PARTITION NOTES: 1. ALL NON —RATED PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 3 5/8 ", 25 GA. METAL STUDS AT 24' O.C. WITH 5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE, U.O.N. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 3. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 4. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 5. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 8. ALL NEW PARTITION WALLS TO BE WALL TYPE I , UON. SEE SHEET A3.1 FOR DETAIL. 9. OWNER DESIRES TO REUSE EXISTING DOORS WHEREVER POSSIBLE. GC TO MAKE RECOMMENDATION AND PRICE ACCORDINGLY. 10. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. 'REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. LEGEND: CG N KEY NOTES: 0 EXISTING PARTITION WALL, TO REMAIN EXISTING PARTITION WALL, TO BE DEMOLISHED NEW PARTITION WALL CORNER GUARD — 48 "H, CLEAR NEW ELEMENT E EXISTING ELEMENT 23. FREESTANDING COOLING UNIT PER MECHANICAL DESIGN BUILD 24. NEW /RELOCATED DOOR FRAME. NEW HARDWARE: SEE DOOR SCHEDULE 25. NEW RAMP WITH RUNNING SLOPE OF 1:12. CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48, PER ANSI SECTION 405 26. NEW 1 -1/2" PAINTED TUBE —STEEL RAILING 27. NEW POWER POLE, GC TO COORDINATE LOCATION WTIH FURNITURE VENDOR 28. EXISTING POWER POLE 29. EXISTING RAMP: NO CHANGES PROPOSED NOT AN ACCESSIBLE ENTRANCE /EXIT 30. NEW PAINTED PLYWOOD WAINSCOTT AT 4' -0" A.F.F. 31. EXISTING PASS THROUGH. PROVIDE NEW PLASTIC LAMINATE SHELF 40. NEW PLASTIC LAMINATE COUNTER TOP W/ UPPER AND LOWER CABINETS 41. NEW SINK AND FAUCET, PER PLUMBING DESIGN BUILD 42. NEW 6" WOOD CHAIR RAIL, TO MATCH EXISTING HEIGHT AND FINISH b OB99 S RECEIVED CITY OF TUKWIL.A JAN 15 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Revisions: Date: Project No: Sheet No: Architect of Record z Q � W cc O x o n O 0 > C m c O a �-�- O c E (j) -J�� J o°o W r REGISTERED ARCHITECT ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Al2/08/2008 OWNER 7\12/29/2008 CITY Sheet Title: FLOOR PLANS Design: KMC Drawn: KLT, AK Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 08- 161.06 A2.1 gmumummilmimmrnmmtmmimmommrnmrnmsom I I I I I I I I I I I I I I I - - - --t -- --.I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I U I I I I I I I I I I I I I I I 1 II 1/ 1 1 1 I II iniv mime kill ME Iln Nrm I I I I I I I I I I I 1 1 I I I I EXI =mon .' mog O • REFLECTED CEILING PLAN 1/8" = 1' -0" -tom -tom 0 4 8 112B 16 FT VLtVI :U R CODE COMP CE' PPR t VED FEB 0 2 2009 City Of Tukwila ,ARDING DIVISION BIDDER DESIGN NOTES: MECHANICAL 1. DESIGN HVAC AND PLUMBING SYSTEMS TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODS AND ORDINANCES, INCLUDING INTERNATIONAL MECHANICAL CODE, AND THE INTERNATIONAL PLUMBING CODE, AND ANY LOCAL JURISDICTIONAL CODE REQUIREMENTS. 6. COORDINATE LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ADJUST SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, PROPER AIR DISTRIBUTION AND ELIMINATION OF DRAFTS, NOISE, AND VIBRATION. 9. BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME. 10. DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. 11. RELOCATE HVAC AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON HVAC SYSTEM. PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. 12. RELOCATE SPRINKLERS AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON SPRINKLER SYSTEM. PROPOSE LOCATIONS OF ALL SPRINKLERS AND OBTAIN APPROVAL FROM ARCHITECT. ELECTRICAL 1. DESIGN ELECTRICAL SYSTEM TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE ELECTRICAL WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODES AND ORDINANCES, INCLUDING NATIONAL ELECTRICAL CODE, AMERICAN INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, AND NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 6. COORDINATE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ELECTRICAL EQUIPMENT AND PANELS SHALL BE CLEARLY LABELED. 9. CAREFULLY LAY OUT WORK IN ADVANCE, AND PERFORM SELECTIVE DEMOLITION /ABANDONMENT AS NECESSARY FOR PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. 10. CONTRACTOR SHALL RESWITCH /RECIRCUIT LIGHT FIXTURE AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE OR NECESSARY. 1. 2. 3. 4. 5. 6. 7. RCP NOTES: 1. LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIRE a. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL b. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT- CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER c. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1. LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE. D. EACH ROOM SHALL HAVE SEPARATE SWITCHING TO MEET WSEC 1513 AND OCCUPANCY SWITCHES PER STATE ENERGY CODE. 2. HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE TABLE 3 -1. 3. EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 4. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. EXISTING SPRINKLERS NOT SHOWN ARE EXISTING TO REMAIN. 5. CENTER CEILING GRID IN ROOM OR AREA AS INDICATED ON THE. PLAN, U.O.N. 6. CENTER LIGHT FIXTURES /SPRINKLER HEAD /CEILING ELEMENT IN CEILING TILE, U.O.N. 7. REFER TO ELEVATIONS AND SECTIONS REFER TO ELEVATIONS FOR PENDANT AND WALL MOUNT LIGHT FIXTURE MOUNTING HEIGHTS. 8. COORDINATE LIGHT FIXTURE LOCATIONS WITH LOBBY TELLER CASEWORK. 9. ALL EXISTING LIGHT FIXTURES /SWITCHES NOT SHOWN ARE EXISTING TO REMAIN. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER FOR ALL THERMOSTAT LOCATIONS. 11. EXISTING CEILING GRID AND TILES TO BE REUSED AS POSSIBLE. REPAIR AND REPLACE ANY DAMAGED GRID & CEIILING TILES. EXISTING LIGHT FIXTURES TO BE REUSED AS POSSIBLE. RCP LEGEND: R 0 < o S LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER CONFIRM OPERATION OF EXISTING. ADD WHERE NOT EXISTING. ALSO ADD TACTILE EXIT SIGNAGE PER TACTILE SIGNAGE STANDARDS ON SHEET T1.3 AT EACH LOCATION THAT RECIEVES AN EXIT SIGN. ACOUSTICAL CEILING SYSTEM USG RADAR 2742, 2X4 SCORED TO 2x2, WHITE SLT EDGE WITH GRID PROFILE A, WHITE GYPSUM BOARD SOFFIT EXISTING 2X4 LAY -IN FLUORESCENT LIGHT NEW /RELOCATED 2X2 LAY -IN FLUORESCENT LIGHT RECESSED COMPACT FLUORESCENT DOWNLIGHT FIXTURE EXISTING SUPPLY /RETURN AIR NEW /RELOCATED 2X2 SUPPLY /RETURN AIR NEW /RELOCATED 2x4 LAY -IN FLUORESCENT NEW /RELOCATED 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT" FOR EGRESS ILLUMINATION B /S, DIRECTIONAL, RECESSED DOWNLIGHT. SPRINKLER - EXISTING SPEAKER CEILING HEIGHT RCP KEY NOTES: <> NEW 5" GWB SOFFIT @ 8' -6" A.F.F. EXISTING CEILING GRID PATCH AND REPAIR WHERE AFFECTED BY DEMOLITION. NOT USED NOT USED NOT USED NOT USED UPGRADE EXISTING CEILING GRID TO MEET SEISMIC CODE REQUIREMENTS, PER CISCA. AND SUSPENDED CEILING DETAILS ON A4.1 bo8i9e CIT 4AU LA JAN 1`5 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT 7052 Revisions: 12/29/2008 CITY Date: Design: Drawn: Project No: Approved: Architect of Record z < W CO > CC c so O x o n 0 m a cc II ' O O� J to J J Co W REGIST ARCHITECT KATHRYN M CRAFT STATE OF WAPWINOION !3 Qi 12/08/2008 OWNER ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE- PRICING 01/14/2009 PERMIT RE- SUBMITTAL Sheet Title: REFLECTED CEILING PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: A2.31 COPYRIGHT CRAFTARCHITECTS 2008 BREAK ROOM HALL 112 MI to - to NM M ti ti fM to to LUNCH ROOM 000 0000 0000 JIM Maul - -- MI - -N. Ell ta- tt1; -NIL TEMPORARY OFFICE SPACE 01 1 1 1 1 1 1 JI 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WORK LIMIT LINE d POWER /COMM. PLAN 1/8" = 1' -0" 0 4 8 16 FT RESPONSIBILITY NOTES: POWER /COMM. NOTES: WHEN GENERATING COST ESTIMATES, PLEASE CONSIDER THE FOLLOWING: 1. 1. THE TENANTS WILL BE TEMPORARILY RELOCATED FOR THE DURATION OF CONSTRUCTION. A PORTION OF THE EXISTING TENANT SPACE WILL BE FULLY OPERATIONAL DURING CONSTRUCTION. HOURS OF OPERATION FOR OPEX MACHINES ARE 4AM -10AM. 2. THE FOLLOWING SCOPE OF WORK TO BE PROVIDED BY THE FOLLOWING ENTITIES: - ALL ELECTRICAL (HIGH VOLTAGE) BY: GC - PATH (1/2" CONDUIT TO ACCESSIBLE CEILING SPACE, CEILING ACCESS, ETC.), BOX AND PULL STRING FOR ALL CABLE (HIGH, LOW, SECURITY, VIDEO, COAX) BY: GC - CORE DRILLS FOR ALL WORK WITHIN CONTRACT BY: GC - TRENCHING FOR ALL WORK WITHIN CONTRACT BY: GC - SECURITY CABLING BY: WELLS FARGO - DATA CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR - PHONE CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR - VIDEO CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR 3. GC RESPONSIBLE FOR COORDINATING SCHEDULE AND SCOPE WITH ALL WELLS FARGO VENDORS. TO COORDINATE SCHEDULE: GC & WF VENDORS TO PARTICIPATE IN A PRECONSTRUCTION MEETING OR CONFERENCE CALL. THE PROJECT SCOPE MAY ALSO NECESSITATE WEEKLY CONFERENCE CALLS DURING CONSTRUCTION - TO BE VERIFIED BY CRAFT. IF NECESSARY GC WILL ASSIST IN THE PREPARATION OF A COMPREHENSIVE SCHEDULE DESCRIBING THE WORK OF ALL VENDORS. 4. WORK SEQUENCE: THE WORK SHALL BE PROSECUTED IN THE WAY WHICH SHALL PROVIDE THE LEAST POSSIBLE INTERFERENCE WITH THE ACTIVITIES OF THE OWNER'S AND LESSOR'S PERSONNEL AND PERMIT AN ORDERLY TRANSFER OF PERSONNEL AND EQUIPMENT TO THE NEW FACILITIES. 5. FULL LESSOR OCCUPANCY: THE LESSOR WILL OCCUPY THE SITE AND EXISTING BUILDING DURING CONSTRUCTION. COOPERATE WITH THE LESSOR TO MINIMIZE CONFLICTS AND FACILITATE LESSOR USAGE. PERFORM THE WORK SO AS NOT TO INTERFERE WITH THE LESSOR'S OPERATIONS. ,6. MATERIALS AND EQUIPMENT IN OCCUPIED SPACE: STORAGE AT JOB SITE PRIOR TO INCORPORATION SHALL BE A MAXIMUM OF 48 HOURS. 7. GC SHALL COORDINATE SCHEDULE AND DAILY ACTION ITEMS WITH OWNER AND ARCHITECT TO ENSURE SECURITY IS NOT COMPROMISED. 8. WELLS FARGO VENDORS ARE RESPONSIBLE FOR VERIFICATION OF SCOPE. ARCHITECT'S INTENT IS FOR VENDORS TO PERFORM 'BEST PRACTICE' WORK (COMPLIANCE WITH WF STANDARDS, LOCAL BUILDING CODES, ETC.) - VENDORS TO PRICE WORK ACCORDINGLY. 9. WELLS FARGO VENDORS TO NOTIFY ARCHITECT OF ADDITIONAL OR MODIFIED SCOPE REQUIRED. 10. THE DAY FOLLOWING THE COMPLETION OF A MAJOR SCOPE OF WORK (TELLERLINE MODIFICATION, MOVE, ETC.) ALL VENDORS CRITICAL FOR BRANCH OPERATION SHALL BE ONSITE TO PROBLEM SOLVE. C COMPLI APPROVED FEB 0 2 7011q City Of Tukwila f ILDING DIVISION BIDDER DESIGN NOTES: MECHANICAL 1. DESIGN HVAC AND PLUMBING SYSTEMS TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODS AND ORDINANCES, INCLUDING INTERNATIONAL MECHANICAL CODE, AND THE INTERNATIONAL PLUMBING CODE, AND ANY LOCAL JURISDICTIONAL CODE REQUIREMENTS. 6. COORDINATE LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ADJUST SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, PROPER AIR DISTRIBUTION AND ELIMINATION OF DRAFTS, NOISE, AND VIBRATION. 9. BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME. 10. DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. 11. RELOCATE HVAC & SPRINKLERS AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON HVAC SYSTEM.PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. ELECTRICAL 1. DESIGN ELECTRICAL SYSTEM TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE ELECTRICAL WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODES AND ORDINANCES, INCLUDING NATIONAL ELECTRICAL CODE, AMERICAN INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, AND NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 6. COORDINATE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ELECTRICAL EQUIPMENT AND PANELS SHALL BE CLEARLY LABELED. 9. CAREFULLY LAY OUT WORK IN ADVANCE, AND PERFORM SELECTIVE DEMOLITION /ABANDONMENT AS NECESSARY FOR PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. 10. CONTRACTOR SHALL RESWITCH /RECIRCUIT LIGHT FIXTURE AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE OR NECESSARY. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. POWER /COMM. LEGEND: FGt 41 or Q WALL MOUNTED COMBINATION PHONE /DATA OUTLET: . (2) VOICE AND (2) DATA IN SINGLE GANG BOX POWER INFEED TO ATTACH TO FURNITURE SYSTEM- POWER, DATA & VOICE. -0- COAX CABLE- FOR CUSTOMER'S CABLE TELEVISION. TERMINATION BY CABLE TV PROVIDER (TBD). [>04E© FLOOR MOUNTED OUTLET: FLUSH DUPLEX RECEPTACLE OUTLET AND COMBINATION PHONE /DATA OUTLET: (2) VOICE AND (2) DATA IN SINGLE GANG BOX DCS ' FLOOR OR WALL MOUNTED FLEXABLE CONDUIT WHIP /BASE El N E R CAP S T DED ALL WALL MOUNTED DATA AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR OR 8' ABOVE COUNTERTOPS U.O.N.. ALL CORE DRILLING OR FLOOR TRENCHING LOCATIONS SHALL BE VERIFIED W/ DESIGNER PRIOR TO CUTTING. ALL FLOOR TRENCHING TO BE FINISHED OUT TO PROVIDE APROPRIATE FLOOR SURFACE. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTIAN FLOOR FIRE RATING. LIGHT SWITCHES ARE TO BE INSTALLED CENTERED AT 48' HIGH. MAINTAIN A (4) INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N.. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER, U.O.N.. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.ON.: GANG COVER PLATES SHALL BE ONE -PIECE TYPE U.O.N.. REPLACE SWITCH AND POWER /DATA - COMMUNICATION RECEPTACLE COVERS AS REQUIRED FOR CONSISTENT FINISH. ' a. SWITCH /RECEPTACLE FINISH: WHITE b. COVERPLATE FINISH: WHITE POWER /COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. CONTRACTOR TO REUSE EXISTING WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING WHERE POSSIBLE. ALL LOW VOLTAGE CABLING (VOICE /DATA /SECURITY) SHALL BE PULLED BY BUILDING OWNER'S SUBCONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE AND MUD RINGS AT EACH LOCATION. ALL EXISTING POWER /COMMUNICATION OUTLETS TO REMAIN, UO.N.. ALL BANK AND SECURITY EQUIPMENT PROVIDED AND INSTALLED BY OWNER, UNLESS OTHERWISE NOTED. VERIFY EQUIPMENT POWER, PATH, BOX AND PULL STRING REQUIREMENTS WITH OWNER'S VENDOR. REFER TO COORDINATION DRAWING 1/A2.4 FOR SECURITY DEVICE LOCATIONS AND TO 1/A2.4 FOR ASSOCIATED COORDINATION MATRICES. IF NEW FURNITURE PANELS TO BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS /BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDORS, TYP.. (ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER.) POWER, VOICE /DATA AND SECURITY WILL TRAVEL THROUGH TELLER CASEWORK IN A CHASE AND TERMINATE AS WALL MOUNTED OUTLETS. DUPLEX RECEPTACLE OUTLET FOURPLEX RECEPTACLE OUTLET EXISTING FLOOR MONUMENT - CAPPED OR TO BE CAPPED POWER POLE NEW EXISTING RELOCATED EXISTING VOICE /DATA NOT REUSED. SURFACE MOUNTED WIRE MOLD RACEWAY THERMOSTAT DEDICATED POWER /COMM KEY NOTES 0 5. PROVIDE 4X4 ROUGH -IN BOX W /SINGLE -GANG MUDRING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE AND PULL STRING. TYP. FOR " ®" U.O.N.. 6. NEW POWER POLES TO SUPPORT POWERED FURNITURE SYSTEM. CABLING TO WHIP INTO FURNITURE SYSTEM BASE. 7. EXISTING ELECTRICAL PANEL TO REMAIN. 8. RECEPTACLES AND DATA PORT TO BE MOUNTED AT + 42" A.F.F.. COORDINATE HEIGHT OF RECEPTACLES WITH FURNITURE AND RELITES. 9. UTILIZE EXISTING POWER /COMM. RECEPTACLES THIS ROOM. FURNITURE NOT POWERED. 10. LOCATION OF NEW BUZZER FROM DOOR 100A 11. RECEPTACLE TO BE MOUNTED AT +66" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. 12. RECEPTACLE TO BE MOUNTED AT +42" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. 13. RECEPTACLE W/ TIMER TO BE MOUNTED AT +42" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. b o8LI9 . e PROVIDE BLANK COVER PLATE. EC D CITY R nF TU NA JAN 15 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.corn CONSULTANT 102 12/29/2008 CITY Sheet Title: Date: Design: Drawn: Project No: Approved: Sheet No: Architect of Record z < w CO c Oxo O >- c I C ow 0 c E co J M J co ig: PPE-it ii4r4 REGISTERED ARCHITECT KATHRYN M. CRA STATE OF WASHINGTON I ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE- PRICING 01/14/2009 PERMIT RE- SUBMITTAL Revisions: 2/08/2008 OWNER COPYRIGHT CRAFTARCHITECTS 2008 POWER COMM PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced A2.32 WORK LIMIT LINE I a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a OPEN OFFICE EXISTING 11OA OFFICE OPEN OFFICE SORTER ROOM EXISTING 1108 OFFICE OFFICE STORAGE LUNCH ROOM 116 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING 1 1 aaaaaaaaaaaa EXISTING NM -----------I EXISTING MI a a DWI aaaaai 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FINISH PLAN 1/8" = 1' -0" 0 4 8 16 FT • VitwtL WR Cott COMPLIANCE APPROVED FEB 0 2 2009 City i1 thkwiid IXIVG DIVISION GENERAL FINISH NOTES: 1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH AND PREPARED TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTION SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 3. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GWB SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. 4. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON EXPOSED SURFACES. 6. ALL VENEER STAINS /SHADES SHALL HAVE UNIFORM COLOR. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FINISHES AND MATERIALS WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE- SPECIFICATION IF NECESSARY. 8. SEE FINISH PLAN, ELEVATIONS AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 9. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 10. PAINT ALL EXPOSED SURFACES, U.O.N. - INCLUDING GRILLES, PERIMETER DRAPERY POCKETS, SILLS, FIRE HOSE, OR EXTINGUISHER CABINETS, EXPOSED PIPING, ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO MATCH ADJACENT SURFACES. 11. CONTACT ARCHITECT FOR ON -SITE WALK THROUGH TO CONFIRM ALL FINISH LOCATIONS. 12. CONTRACTOR TO PROVIDE SEAMING DIAGRAM FOR CARPET FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 13. CONTRACTOR TO PROVIDE SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 14. INTERIOR GWB CEILINGS AND SOFFITS TO BE WHITE TO MATCH CEILING GRID, LATEX WITH FLAT FINISH, UNLESS OTHERWISE NOTED. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE WHITE TO MATCH CEILING GRID, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UNLESS OTHERWISE NOTED. SEE REFLECTED CEILING PLANS FOR CEILING TILE AND GRID SPECIFICATIONS. 15. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE (1) PRIMER COAT AND (2) COATS OF LATEX PAINT WITH EGGSHELL FINISH. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, EXCEPT WF2 AND WF3 TO RECEIVE LEVEL 5 FINISH. 16. ALL DOORS AND DOOR FRAMES TO BE PAINTED, COLOR TO MATCH W -F1, U.O.N. 17. PROVIDE NEW INSIDE MOUNT WINDOW BLINDS (BL -1) AT ALL EXTERIOR WINDOWS. 18. PREPARE ALL SURFACES AS REQUIRED TO RECEIVE NEW FINISHES, TYPICAL THROUGHOUT. 19. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. 20. FLOAT FLOOR SLAB AT TRANSITION AREA OF FLOOR FINISHES OF VARYING THICKNESS A MINIMUM OF 2' -0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 21. NOT USED 22. REPAINT ENTIRE PUBLIC PORTION OF SPACE WF -1, U.O.N. 23. REPLACE FLOOR FINISHES IN ENTIRE PUBLIC PORTION OF SPACE FF -1, U.O.N. FINISH KEY NOTES: <> 1. PAINT TUBE STEEL RAILS WF -1 2. EXISTING FLOATING FLOOR, W/ ACCESS PANELS TO PLENUM BELOW. 3. NEW CARPET TILES TO BE MOUNTED ON EXISTING FLOATING FLOOR PANELS. PANEL VENTS TO BE INSTALLED PER MECHANICAL DESIGN BUILD. 4. NOT IN USE 5. NO FINISH WORK THIS ROOM. FLOOR FINISHES: FLOOR FINISH TO BE FF -1, U.O.N. FF 1 FF 2 FF 3 WALL BASE: BASE TO BE B -1, UNLESS NOTED OTHERWISE 6" RUBBER BASE, UNO JOHNSONITE WALL BASE 1/8 ", 40 -BLACK B WALL FINISHES: WALL FINISH TO BE WF -1, UNLESS NOTED OTHERWISE B 1 WF 1 WF 2 WF 3 MW 1 MW 2 MW 3 MW 4 CARPET TILE INTERFACE, STYLE: 1660702500, CARIBBEAN 24Z COLOR: 3055 HALIBUT SHEET FLOORING FORBO, MARMOLEUM REAL AUTHENTIC, 3077 TAN PINK SHEET FLOORING WALK -OFF MAT THE ANDERSON COLLECTION, WATERHOG CLASSIC 17X17 TILE, COLOR: #10 CHARCOAL WITH GRIPPER BACK PAINT (GENERAL) BENJAMIN MOORE SW6386, NAPERY PAINT (ACCENT A) SW0044, HUBBARD SQUASH PAINT (ACCENT B) SHERWIN WILLIAMS SW6414, RICE PADDY MILLWORK FINISHES: PLASTIC LAMINATE (VERTICAL SURFACES AND WAINSCOT) NEVAMAR, WILD OATS MATRIX MR7002T PLASTIC LAMINATE (HORIZ. SURFACES) NEVAMAR INDIE ROCK TEXTURED RK6001T PLASTIC LAMINATE (HORIZ. SURFACES) NEVAMAR FROSTY AQUA AURA TEXTURED AU5002T STAINLESS STEEL RECEIVED CITY OF TUKWILA JAN 15 'ZU09 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Architect of Record REGISTERED ARCHITECT KATHRYN M CRAFT '•A1'( Of WASHINGT N 7052 ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: A \ 12/08/2008 OWNER 12/29/2008 CITY Dote: Design: Drawn: Project No: Approved: Sheet No: LIU OC 00 x o m a 1 c U a. - 0c J LO O co COPYRIGHT CRAFTARCHITECTS 2008 Sheet Title: FINISH PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 Scale entities accordingly if reduced A2.41 WORK LIMIT LINE OPEN SORTER ROOM OFFICE 40■ u■ ME IMP' LUNCH ROOM 000 Oggg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ENTRY 1 ESTIBULE HALL 112 MI 111=1101 IN ME - -- . - - - --I SERVER ROOM 111 - MINI IL:I___fi_- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FURNITURE PLAN 1/8" = V-0" 0 4 8 16 FT FURNITURE NOTES: 1. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS /BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. 2. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDORS, TYP. 3. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER 4. ALL FURNITURE TO BE REPLACED. WF PM TO DETERMINE WHETHER FURNITURE SHOULD BE RETURNED TO INVENTORY OR DISPOSED OF. 5. WORK TO BE PHASED AND TEMPORARY MOVES INCLUDED IN SCOPE. REFER ALSO TO MOVE AND PHASING PLANS FOR FURNITURE INSTALLATION INFORMATION. 6. GC TO PROTECT FURNITURE (NEW AND EXISTING). 7. COORDINATE INSTALLATION TO MINIMIZE NEW FURNITURE EXPOSURE TO DAMAGE. FURNITURE KEY NOTES: O 1. NEW WORKSTATION WITH TASK CHAIR, TYP. 2. NEW OFFICE WORKSTATION WITH TASK CHAIR 3. NEW SMALL WORKSTATION WITH TASK CHAIR, TYP. 4. WALL MOUNTED WOOD TOP 5. BOOK CASE WITH P.LAM. COMMON TOP 6. LATERAL FILE WITH P.LAM. COMMON TOP 7. LOUNGE CHAIR, TYP. 8. PRE - FABRICATED MAILING FURNITURE 9. HEAVY -DUTY METAL STORAGE SHELVING 10. SMALL CONFERENCE TABLE 11. TASK CHAIR, TYP. 12. OVERHEAD STORAGE 13. LARGE CONFERENCE TABLE AND SEATING FOR (8). 14. NOT USED 15. REPLACE EXISTING TABLE TOP WITH NEW 16. REPLACE ALL EXISTING LUNCHROOM SEATING KICILICKfictid ruIt CODE COMPLIANCE APPR! VIE FEB 0 2 2O(!9 Ci�rO? LDI 5 DIVISION RECEIVED CITY OF TUKWILA JAN 15 NO9 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT REGISTERED ARCHITECT `` .400, , KATHRY ` M. CRAFT STATE OF WASHIN 7052 ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: Al2/08/2008 OWNER 12/29/2008 CITY Sheet Title: FURNITURE PLAN Date: Design: Drawn: Project No: Approved: Original, drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: Architect of Record Z Q w co cc o Oxo C'3 m cc < w o 0_ II U- O E CD -J -J o J a W COPYRIGHT CRAFTARCHITECTS 2008 KMC KLT, AK 08- 161.06 KMR 2.42 . MN MN MI M - = - - MN I - - M M MN M S - - -EN NI MN -------------- MI- - - -InMN O MI MI 1 1 1 1 1 1 1 1 1 1 1 I 1 r 1 1 101 1 1 1 1 1 1 1 1 1 DRIVE—IN ENTRY ENTRY VESTIBULE OFFICE STORAGE ROOM 113 BREAK ROOM HALL 112 MI a - STORAGE MN - Ell - -r- MN IM fin LUNCH ROOM Ofin 000 g Ogg D ODO T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E ____IMN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ot 1 1 1 1 1 1 1 1 1 1 1 SERVER ROOM STORAGE OFFICE L iLLiLLiI0 C T� €W) IDAT� 1;4 DATA ���I��� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COORDINATION PLAN 1/8" = 1' -0" 0 4 8 16 FT APPLIANCE SPECIFICATIONS: — REFRIGERATOR: GE PROFILE, 19.5 C.F MODEL PDS2OM SW . WH E MICROWAVE: , "1 S • , •: 1 MODEL JEM — TRASH COMPACTOR: WHIRLPOOL, 1.4 C.F. CAPACITY, MODEL GC900QPPQ, COLOR: WHITE ON WHITE (TRASH COMPACTOR TO BE FREESTANDING) CONTACT INFO: VOICE/ DATA EFO ROBERT MORELLI P: 206 - 292 -3297 F: 206 - 292 -3475 C: 425 - 681 -0004 E: MORELLR@WELLSFARGO.COM LOW VOLTAGE SASCO SYSTEMS EVERT MAGNUSON 16650 WOODINVILLE REDMOND ROAD WOODINVILLE, WA 98072 P: 425 - 806 -8400 F: 425 - 806 -9797 C: 206 - 369 -5146 E: EMAGNUSON @SASCO.COM SECURITY COOK SECURITY LARRY SAMS 301 30TH STREET NE WUITE 106 AUBURN, WA 98002 F: 253 - 218 -2295 C: 206 - 304 -2087 E: LARRY©COOKSECURITY.CMO EQUIPMENT LEGEND: TELLER WORKSTATION INCLUDES: 0.9)N1 — STOREVISIb r • PAD —CHECK SCANNER (PANINI) ADMIN STATION INCLUDES: — COMPUTER — MONITOR — KEYBOARD DATA ENTRY INCLUDES: — COMPUTER — MONITOR — KEYBOARD EXTRACTION STATION INCLUDES: — COMPUTER — MONITOR — KEYBOARD — EXTRACTORS CHECK SCANNER /READER: PANINI PIN PAD: MAGTEK CHECK /MICR READER CHECK /MICR PRINTER LEXMARK DOCUMENT PRINTER LEXMARK COLOR PRINTER LEXMARK Ml� . MULTI — FUNCTION PRINTER CASH RECYCLER/ DISPENSER MACHINE CANNON SCANNER OPEX 150 NCR 7780 RIDS PRINTER #1 cEmAia I`1 sogiEmmiTy, TE )WAVE TO BE LOCATED ON COUNTERTOP) LAPTOP PHONE PHONE POLYCOM FAX MACHINE ITH DRAWER, TRASH COMPACTOR BY GC MICROWAVE REFRIGERATOR CASH RECYCLER/ DISPENSER BY PC LASER SCANNER OPEX MACHINE NCR ITRAN RIDS PRINTER #2 DRIVE —UP TELLER WORKSTATION INCLUDES: — STOREVISIO ITO PRI CANNER (PANINI) MANAGER STATION INCLUDES: — COMPUTER — MONITOR — KEYPAD WEB TIME INCLUDES: — COMPUTER — MONITOR — KEYBOARD COORDINATION NOTES: 2. 3. 4. COORDINATION KEY NOTES :K 1. WALL MOUNTED SECURITY MONITOR. SECURITY CONTRACTOR TO PROVIDE MONITOR AND BRACKET FOR WALL MOUNT INSTALLATION. GC TO PROVIDE AND INSTALL BACKING IN WALL. GC TO INSTALL BRACKET. 8' -6" AFF. 2. WALL MOUNTED FLAT SCREEN TV. WELLS FARGO TO PROVIDE MONITOR AND BRACKET FOR WALL MOUNT INSTALLATION. GC TO PROVIDE AND INSTALL BACKING IN WALL. GC TO INSTALL BRACKET. 7' -0" AFF. 3. WALL MOUNT: INTERIOR ELEVATION @ 7 —6 UON EXTERIOR ELEVATION ® 8' -6' UON 4. CEILING MOUNT 5. LOCATE TIGHT TO CORNER 6. CENTER IN ROOM /ON TELLER LINE /ON WALL 7. WALL MOUNT, 8' -6" AFF, TYP. 8. NOT USED 9. WALL MOUNT, 4' -0" AFF, TYP. 10. MOUNTED TO MILLWORK ® +/— 3' -0" AFF VERIFY LOCATION PRIOR TO INSTALLATION 11. NOT USED 12. ABOVE CEILING CUSTOMER SERVICE ON —LINE COMPUTER DESKTOP COMPUTER LINKED TO SELF —SERVE VAULT TED BIN PROXIMITY /MOTION DETECTOR — POKE THRU (NO J —BOX, NO CONDUIT) CAMERA SHRED BIN TRASH STORAGE BIN RECYCLING STORAGE BIN COPIER OPEX SLICER OPEX STATION RIDS PRINTER #3 ALL BANK EQUIPMENT PROVIDED AND INSTALLED BY OWNER, UNLESS OTHERWISE NOTED. VERIFY BANK EQUIPMENT POWER, VOICE /DATA AND SECURITY REQUIREMENTS WITH OWNER'S VENDOR. THIS PLAN IS PROVIDED FOR COORDINATION AND BID PURPOSES. SHEETS A2.4, A2.5, AND ELECTRICAL DRAWINGS CONSTITUTE COMPLETE FURNITURE, MERCHANDISING, SECURITY AND EQUIPMENT COORDINATION INFORMATION. IF CONFLICTS BETWEEN ARCHITECTURAL AND ELECTRICAL DIRECTION ARE IDENTIFIED, PLEASE NOTIFY ARCHITECT IMMEDIATELY. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP. ALL LOW VOLTAGE CABLING (VOICE /DATA /SECURITY) SHALL BE PULLED BY TENANT'S CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE AND MUD RINGS AT EACH LOCATION. � PLATF WORKSTATION INCLUDES: D —STO EV r D o _' IN HECK SCANNER (PANINI) —EPAD /SIGNATURE PAD — MONITOR PRIVACY SCREEN E# B# M A# KP M SD AC HU PALM i>tIC v1 :vv lu ruk CODE COMPLIANCE APPROVED FEB 0 2 2009 City Of Tukwila I K DIVISION WORK DIRECTOR STATION INCLUDES: — COMPUTER — MONITOR — KEYPAD CANON SCANNER STATION INCLUDES: — COMPUTER — MONITOR — KEYPAD —CANON SCANNER RECEIVED crr' OF TUKWILA JAN 1 2U fl PERMIT CENTER TENANT'S EQUIPMENT TENANT'S SECURITY EQUIPMENT TENANT'S MERCHANDISING TENANT'S ARTWORK KEYPAD, WALL MOUNT, 4' -0" AFF, TYP. SECURITY MONITOR SOUND DETECTOR, CEILING MOUNT, CENTER IN ROOM ALARM CABLE TO ALARM PANEL HOLD —UP BUTTON 4' -0" AFF IF WALL MOUNTED PALM READER 3' -0" AFF, TYP WALL MOUNTED bo8 L19 a r c h t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Architect of Record W > cc co o c U a_ O co J LO C 0 co REGISTERED ARCHITECT KATHRYN M CRAFT STATE OF WASHINVON Date: 70552 REGISTEREI ARCHITECT 4 1 �h ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: Al2/08/2008 OWNER 12/29/2008 CITY Sheet Title: Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: COPYRIGHT CRAFTARCHITECTS 2008 COORDINATION PLAN A2.5 // EXISTING // "UNISLIDE" SLIDING GLASS DOORS ACOUSTICAL CEILING // r f r EQUIPMENT, BY OWNER SLAT WALL WITH 18" - SLATSHELF & DIVIDERS, BY OWNER 1/4" = 1' -0" NEW RELITES OPEN BELOW FOR TRASH RECEPTACLE WALL MOUNTED WOOD TOP, BY OWNER ELEV FACING SORTER ROOM IIIIIIIIIIfBIUMlllffll� .II�IIIIIIII�IIIIIIIIIIIIIIII OFFICE 1 1/2" = 1' -0" OFFICE WALL TYPES 3/4 ", STUDS, OR WIRE ® 4' -0" O.C. MAX. SECURE TO STRUCTURE ABOVE & FLATTEN TO ATTACH TO STUDS PER MFR'S RECOMMENDATIONS & TO MEET 0 JB "SEISMIC REQUIREMENTS 2.0 0 R -21 BATT INSUL EXISTING ACP CEILING 5/8" GWB, - OVER MTL. STUDS TO MATCH EXISTING ADJACENT @ 24" O.C. W/ SOUND BATTS. 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 C - x i >< - i " MI( 10 A4.1 81 -O" 61 EQ. \/ 2 ROP BREAK ROOM %116 1/4" = 1' -0" // 3 " =1' -0" // LATERAL FILES, BY OWNER 24 "X42" WALL MOUNTED FABRIC PANEL, TYP., BY OWNER jr L L L L 3' -0" 3' -O" ' -3" 3' -O" 2 EQ. J Cif. -3" I / // H7 // DOUBLE SINK SEALANT, TYP. // "UNISLIDE" SLIDING GLASS DOORS GLASS, SEE DOOR AND RELITE SCHEDULE HM FRAME W/ METAL STOP BASE, SEE FINISH SCHDULE FIN FL, SEE FINISH SCHDULE TYP. RELITE HEAD /SILL // NOTE: REFER TO FINISH PLAN FOR FINISH SPECIFICATIONS. HARDWARE NOTES: ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER 404/11.3 (2003 ANSI A117.1 SEC. 404.2.6 AND WA STATE ACCESSIBILITY CODE) REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. LOCK CORE AND KEYING BY OWNER DOOR HARDWARE: TYPE A: TYPE B: PASSAGE (YALE, PBR 8801FL, US26D) STOP, WALL (TRIMCO, 1270WVCP) SILENCER ( TRIMCO, 1229A HMF) LOCK (YALE, PBR 8805FL, US26D) CYLINDER (BEST, 1E74 L /CORE) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER (TRIMCO, 1229A HMF) DOOR SCOPE (SECURITY PRODUCTS, WIDE ANGLE, LARGE, ALUMINUM) TYPE C: TYPE D: LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LEVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER (TRIMCO, 1229A HMF) DOOR SCOPE (SECURITY PRODUCTS, WIDE ANGLE, LARGE, ALUMINUM) LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LAVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (PER FABRICATOR RECOMMENDATION) DOOR TYP FLOOR LINE 1 -S REF DOOR SCHEDULE DOOR TYPE "F" FLUSH DOOR WOOD - MATCH EXIST VISION PANEL, G3 REF•DOOR SCHEDULE It 1,, DOOR TYPE "F2" FLUSH DOOR REF MANUFACTURER 1 SPECIFICATIONS G3 # G3 # G3 DOOR TYPE "5" SLIDING GLASS DOOR (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS) uJ w V E V w FLOOR LINE RELIT b 0B f3 FRA v E TYPES G4 G4 // G4 // G3 // LIANCE PROVED FEB 0 2 2009 z3 GLAZ \G \OTES MATCH ST�RCrRONT. V ASKS LA JAN 15 2009 PERMIT CENTER GLAZI \G SCHEDULE D t NE UL G2 LOW -E CLEAR INSULATED GLASS G3 CLEAR TEMPERED GLASS G4 CLEAR GLASS 1. ALL GLAZING TO HAVE A 0.45 MAX. U- FACTOR AND A 0.45 MAX. SHADING COEFFICIENT TI IICK, UL 752 LEVEL 3 BULLET RESISTANT LAMINATED GLASS SET INTO A 2 "X4" BALLISTIC DOOR FRA v E TAP -S FLOOR LINE FLOOR LINE REF DOOR SCHEDULE 1 I 1 WOOD - MATCH EXIST REF DOOR SCHEDULE 2 HOLLOW METAL FRAME 'k- REF MANUFACTURER SPECIFICATIONS 1 W cn O V LJ- (-) w fa- 0) 3 SLIDING GLASS DOOR FRAME (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS. 7' -0" OVERHEAD CONCEALED) a r c h i t e c i s ,_ 7052 Revisions: Date: Sheet No: Z 0 LL CD c� J J W CONSULTANT Architect of Record ./ 12/08/2008 OWNER 2/29/2008 CITY Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com REGISTgo ARCHITECT &fc)V-\(-1 KATHRYN M CRl F STATE OF WASHINOW 3 ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Sheet Title: ELEVATIONS, SCHEDULES AND WALL TYPES Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 A3.1 DOOR AND FRAME SCHEDULE NO DOOR FRAME HARDWARE NOTES SIZE MAIL TYPE FIN LOUVER MAIL TYPE FIN DETAIL WD HGT WD HGT HEAD JAMB SILL HDW RM NO 100A EXIST -- -- EXIST -- -- - EXIST -- -- EXIST 100 ACCESS CARD (IN) W/ BUZZER 100B EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- -- EXIST 100 100C PR 3' -0" 7' -0" -- F2 -- -- -- EXIST -- -- -- -- EXIST 100 102 EXIST -- -- EXIST -- -- -.- -- EXIST -- -- EXIST 102 103 3' -0" 7' -0" SC WD F MA CH FXIST -- -- WOOD 1 MATCH FXIST MATCH FXIST MATCH FXIST MATCH FXIST B 103 104 EXIST -- -- EXIST -- -- -- EXIST -- -- -- -- EXIST 104 105 EXIST -- -- EXIST -- -- EXIST -- -- -- -- EXIST 105 106 EXIST -- -- EXIST -- -- -- EXIST -- -- EXIST 106 107 EXIST -- -- EXIST -- -- -- -- EXIST -- -- EXIST 107 108 3' -0" 7-0" SC WD F MATCH EXIST -- -- WOOD 1 MATCH EXIST -- MATCH EXIST -- MATCH EXIST -- MATCH EXIST -- B EXIST 108 109 109 EXIST -- -- EXIST -- -- -- -- -- EXIST 10A GLASS S 3 110 *PER MANUFACTURER SPECIFICATIONS. UNISLIDE OC TELESCOPIC FULL BREAKOUT SS. 1 1 2A EXIST -- -- EXIST -- -- -- -- EXIST -- - 112 1 1 2B EXIST -- -- EXIST -- -- -- -- EXIST -- - 112 113 EXIST -- -- EXIST -- -- -- -- EXIST -- -- 113 114 EXIST -- -- EXIST -- -- -- -- EXIST -- - 114 115 EXIST -- -- EXIST -- -- -- -- EXIST -- - 115 1 1 6A EXIST -- -- EXIST -- -- -- -- EXIST -- 116 REMOVE ACCESS CARD 1 1 6B EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- -- 116 REMOVE ALARM SYSTEM "`-__"- �... ,. - - - - ,S _ .... A_.d■ ...__/. A. - ..../` • 1 _. A n ^ -■■.. ... .... .. .. // EXISTING // "UNISLIDE" SLIDING GLASS DOORS ACOUSTICAL CEILING // r f r EQUIPMENT, BY OWNER SLAT WALL WITH 18" - SLATSHELF & DIVIDERS, BY OWNER 1/4" = 1' -0" NEW RELITES OPEN BELOW FOR TRASH RECEPTACLE WALL MOUNTED WOOD TOP, BY OWNER ELEV FACING SORTER ROOM IIIIIIIIIIfBIUMlllffll� .II�IIIIIIII�IIIIIIIIIIIIIIII OFFICE 1 1/2" = 1' -0" OFFICE WALL TYPES 3/4 ", STUDS, OR WIRE ® 4' -0" O.C. MAX. SECURE TO STRUCTURE ABOVE & FLATTEN TO ATTACH TO STUDS PER MFR'S RECOMMENDATIONS & TO MEET 0 JB "SEISMIC REQUIREMENTS 2.0 0 R -21 BATT INSUL EXISTING ACP CEILING 5/8" GWB, - OVER MTL. STUDS TO MATCH EXISTING ADJACENT @ 24" O.C. W/ SOUND BATTS. 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 C - x i >< - i " MI( 10 A4.1 81 -O" 61 EQ. \/ 2 ROP BREAK ROOM %116 1/4" = 1' -0" // 3 " =1' -0" // LATERAL FILES, BY OWNER 24 "X42" WALL MOUNTED FABRIC PANEL, TYP., BY OWNER jr L L L L 3' -0" 3' -O" ' -3" 3' -O" 2 EQ. J Cif. -3" I / // H7 // DOUBLE SINK SEALANT, TYP. // "UNISLIDE" SLIDING GLASS DOORS GLASS, SEE DOOR AND RELITE SCHEDULE HM FRAME W/ METAL STOP BASE, SEE FINISH SCHDULE FIN FL, SEE FINISH SCHDULE TYP. RELITE HEAD /SILL // NOTE: REFER TO FINISH PLAN FOR FINISH SPECIFICATIONS. HARDWARE NOTES: ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER 404/11.3 (2003 ANSI A117.1 SEC. 404.2.6 AND WA STATE ACCESSIBILITY CODE) REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. LOCK CORE AND KEYING BY OWNER DOOR HARDWARE: TYPE A: TYPE B: PASSAGE (YALE, PBR 8801FL, US26D) STOP, WALL (TRIMCO, 1270WVCP) SILENCER ( TRIMCO, 1229A HMF) LOCK (YALE, PBR 8805FL, US26D) CYLINDER (BEST, 1E74 L /CORE) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER (TRIMCO, 1229A HMF) DOOR SCOPE (SECURITY PRODUCTS, WIDE ANGLE, LARGE, ALUMINUM) TYPE C: TYPE D: LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LEVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER (TRIMCO, 1229A HMF) DOOR SCOPE (SECURITY PRODUCTS, WIDE ANGLE, LARGE, ALUMINUM) LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LAVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (PER FABRICATOR RECOMMENDATION) DOOR TYP FLOOR LINE 1 -S REF DOOR SCHEDULE DOOR TYPE "F" FLUSH DOOR WOOD - MATCH EXIST VISION PANEL, G3 REF•DOOR SCHEDULE It 1,, DOOR TYPE "F2" FLUSH DOOR REF MANUFACTURER 1 SPECIFICATIONS G3 # G3 # G3 DOOR TYPE "5" SLIDING GLASS DOOR (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS) uJ w V E V w FLOOR LINE RELIT b 0B f3 FRA v E TYPES G4 G4 // G4 // G3 // LIANCE PROVED FEB 0 2 2009 z3 GLAZ \G \OTES MATCH ST�RCrRONT. V ASKS LA JAN 15 2009 PERMIT CENTER GLAZI \G SCHEDULE D t NE UL G2 LOW -E CLEAR INSULATED GLASS G3 CLEAR TEMPERED GLASS G4 CLEAR GLASS 1. ALL GLAZING TO HAVE A 0.45 MAX. U- FACTOR AND A 0.45 MAX. SHADING COEFFICIENT TI IICK, UL 752 LEVEL 3 BULLET RESISTANT LAMINATED GLASS SET INTO A 2 "X4" BALLISTIC DOOR FRA v E TAP -S FLOOR LINE FLOOR LINE REF DOOR SCHEDULE 1 I 1 WOOD - MATCH EXIST REF DOOR SCHEDULE 2 HOLLOW METAL FRAME 'k- REF MANUFACTURER SPECIFICATIONS 1 W cn O V LJ- (-) w fa- 0) 3 SLIDING GLASS DOOR FRAME (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS. 7' -0" OVERHEAD CONCEALED) a r c h i t e c i s ,_ 7052 Revisions: Date: Sheet No: Z 0 LL CD c� J J W CONSULTANT Architect of Record ./ 12/08/2008 OWNER 2/29/2008 CITY Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com REGISTgo ARCHITECT &fc)V-\(-1 KATHRYN M CRl F STATE OF WASHINOW 3 ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Sheet Title: ELEVATIONS, SCHEDULES AND WALL TYPES Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 A3.1 1 " =1'_0 O Go 0" 1' -8" 2' -1" U.N.O. 2' -1" U.N.O. Li 3 ,, jr 3" 1 ' CV 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET /DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" DRAWER FACE W/ PLAM. FINISH PER FINISH PLANS ---- BASE, AS SCHEDULED SECTION (4 DRAWER BANK LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE OUTLET MOUNTED IN CABINET, REFER TO ELEVATION MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLAM. FINISH PER FINISH PLANS 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION (4 TYP MICRO SHELF • ",= 1' -0 2'-1" U.N.O. f 1 1"=1'-0" J C) MIN. CLEAR INSIDE 2' -1" U.N.O. 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS J,3" } LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION (4 TYPICAL CABINET 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE FALSE DRAWER FRONT PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH PIPE INSULATION KIT LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS CONTINUOUS WOOD CANT TO SUPPORT FALSE BASE BASE AS SCHEDULED r. NO BOTTOM IN CABINET, FLOORING & BASE TO CONTINUE INTO CABINET, PROVIDE BASE AS SCHEDULED LINE OF KNEE SPACE REQUIRED FOR ADA COMPLIANCE SECTION (4 ADA SINK BASE COMP L IAN CE CODE APPROVED FEB 0 2 2009 City Of Tukwila ' B L. N.6 DIVISIOIL b68-998 SUSPENDED CEILING NOTES: NOTE: SEISMIC REQUIREMENTS FOR SUSPENDED CEILINGS REFERENCE CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) "SEISMIC 3 -4 GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT -HUNG SUSPENDED CEILING ASSEMBLIES" AND ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 -02 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 9.6 A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED PER IBC 104.11 AND 104.11.1, ARMSTRONG'S "PRELUDE XL" SUSPENSION SYSTEM SHALL BE USED. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE IS ALLOWED TO BE 7/8" WHEN AN ARMSTRONG BERC2 CLIP IS USED AT THE TWO UNATTACHED WALL ENDS WITH A CLEARANCE OF 1/2" TO 5/8 ". THE OTHER TWO ADJACENT WALL ENDS SHALL BE ATTACHED. THE STABILIZER BARS AT THE PERIMETER ARE ALLOWED TO BE ELIMINATED. FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7 -02 9.6.1.3. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7 -02 SECTION A.9.3.3.9. WHICH REQUIRED PERIODIC SPECIAL INSPECTIONS DURING THE ANCHORAGE OF SUSPENDED CEILINGS. / 8" MAX. 3 0 IIIIIIIIIIIIIIIIIIIII 1/8" POP RIVET @ ALL MEMBERS ONE WALL WALL ANGLE 4 - #12 GA. SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS @I STUDS TO T -BAR MAIN RUNNER SCHEDULE STUD SIZE & GA 1 -5/8" x 20 GA SS 2 -1/2" x 20 GA SS NTS 3" = 1' -O" #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IIIIIIIII L ACCOUSTICAL BOARD MAIN RUNNER OR CROSS TEE 1 1/2" COLD ROLLED CHANNEL AT 4' O.C. FURRING CHANNEL CLIP 8 GA. GALVANIZED WIRE HANGERS AT 4' O.C. 25 GA. METAL FURRING CHANNEL AT 24" O.C. WALL SURFACE 5/8" GYP. BD. CORNER REINFORCEMENT iiiumiiiumiiimuiuuiiiiumiiii PROVIDE 1/2" SPACE OPPOSING WALL MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 7' -8" 11' -8" 7' -7" 16' -6" 3 -1/2" x 20 GA SS 7' -4" 22' -9" 1 -5/8" x 20 GA WC 10' -0" 11' -6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW ® 18" O.C. MTL STUD COMPRESSION STRUT. FOR SIZE (Sc NO. SEE SCHED. BELOW. ATTACH ® PURLIN ABOVE W/ 2 #8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. SUSPENDED CEILING DETAIL 2" MIN. 6" MAX. SUSPENDED GYP. BD. CEILING 8" MAX. Date: a r c h i t e c t Terminal Sales Buildin, 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.cam CONSULTANT REGISTERED ARCHITECT 0 KATHRYN M CRAFT STATE OF WASHINGTON 13 1052 Architect of Record Z c w cc W O ><o 0 m � CC < n w LL O NJ 5 (I) co J LO J o _J 00 w C, ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR - PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: 12/08/2008 OWNER 12/29/2008 CITY Sheet Title: CEILING DETAILS, CASEWORK DETAILS Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: COPYRIGHT CRAFTARCHITECTS 2008 A4.1 '03 J i, Ol- 'b3 '03 J 1 " =1'_0 O Go 0" 1' -8" 2' -1" U.N.O. 2' -1" U.N.O. Li 3 ,, jr 3" 1 ' CV 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET /DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" DRAWER FACE W/ PLAM. FINISH PER FINISH PLANS ---- BASE, AS SCHEDULED SECTION (4 DRAWER BANK LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE OUTLET MOUNTED IN CABINET, REFER TO ELEVATION MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLAM. FINISH PER FINISH PLANS 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION (4 TYP MICRO SHELF • ",= 1' -0 2'-1" U.N.O. f 1 1"=1'-0" J C) MIN. CLEAR INSIDE 2' -1" U.N.O. 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS J,3" } LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION (4 TYPICAL CABINET 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE FALSE DRAWER FRONT PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH PIPE INSULATION KIT LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS CONTINUOUS WOOD CANT TO SUPPORT FALSE BASE BASE AS SCHEDULED r. NO BOTTOM IN CABINET, FLOORING & BASE TO CONTINUE INTO CABINET, PROVIDE BASE AS SCHEDULED LINE OF KNEE SPACE REQUIRED FOR ADA COMPLIANCE SECTION (4 ADA SINK BASE COMP L IAN CE CODE APPROVED FEB 0 2 2009 City Of Tukwila ' B L. N.6 DIVISIOIL b68-998 SUSPENDED CEILING NOTES: NOTE: SEISMIC REQUIREMENTS FOR SUSPENDED CEILINGS REFERENCE CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) "SEISMIC 3 -4 GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT -HUNG SUSPENDED CEILING ASSEMBLIES" AND ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 -02 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 9.6 A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED PER IBC 104.11 AND 104.11.1, ARMSTRONG'S "PRELUDE XL" SUSPENSION SYSTEM SHALL BE USED. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE IS ALLOWED TO BE 7/8" WHEN AN ARMSTRONG BERC2 CLIP IS USED AT THE TWO UNATTACHED WALL ENDS WITH A CLEARANCE OF 1/2" TO 5/8 ". THE OTHER TWO ADJACENT WALL ENDS SHALL BE ATTACHED. THE STABILIZER BARS AT THE PERIMETER ARE ALLOWED TO BE ELIMINATED. FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7 -02 9.6.1.3. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7 -02 SECTION A.9.3.3.9. WHICH REQUIRED PERIODIC SPECIAL INSPECTIONS DURING THE ANCHORAGE OF SUSPENDED CEILINGS. / 8" MAX. 3 0 IIIIIIIIIIIIIIIIIIIII 1/8" POP RIVET @ ALL MEMBERS ONE WALL WALL ANGLE 4 - #12 GA. SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS @I STUDS TO T -BAR MAIN RUNNER SCHEDULE STUD SIZE & GA 1 -5/8" x 20 GA SS 2 -1/2" x 20 GA SS NTS 3" = 1' -O" #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IIIIIIIII L ACCOUSTICAL BOARD MAIN RUNNER OR CROSS TEE 1 1/2" COLD ROLLED CHANNEL AT 4' O.C. FURRING CHANNEL CLIP 8 GA. GALVANIZED WIRE HANGERS AT 4' O.C. 25 GA. METAL FURRING CHANNEL AT 24" O.C. WALL SURFACE 5/8" GYP. BD. CORNER REINFORCEMENT iiiumiiiumiiimuiuuiiiiumiiii PROVIDE 1/2" SPACE OPPOSING WALL MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 7' -8" 11' -8" 7' -7" 16' -6" 3 -1/2" x 20 GA SS 7' -4" 22' -9" 1 -5/8" x 20 GA WC 10' -0" 11' -6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW ® 18" O.C. MTL STUD COMPRESSION STRUT. FOR SIZE (Sc NO. SEE SCHED. BELOW. ATTACH ® PURLIN ABOVE W/ 2 #8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. SUSPENDED CEILING DETAIL 2" MIN. 6" MAX. SUSPENDED GYP. BD. CEILING 8" MAX. Date: a r c h i t e c t Terminal Sales Buildin, 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.cam CONSULTANT REGISTERED ARCHITECT 0 KATHRYN M CRAFT STATE OF WASHINGTON 13 1052 Architect of Record Z c w cc W O ><o 0 m � CC < n w LL O NJ 5 (I) co J LO J o _J 00 w C, ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR - PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL Revisions: 12/08/2008 OWNER 12/29/2008 CITY Sheet Title: CEILING DETAILS, CASEWORK DETAILS Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: COPYRIGHT CRAFTARCHITECTS 2008 A4.1 ABBREVIATIONS V C 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 CET CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO COL CONC CONRTR CONT CORR CPT CT CTR CY DBL DEPT DET DF DIA DIAL 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 CLEAN0UT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /O 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 D G HM N NCL NSUL NT JAN JT KIT KO KS LAM LAV LB LF LG LH LKR LT MACH MATL MAX MECH MET OR MTL MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MULL NIC 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 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 PS PSF PSI PT PTD PTD /R PIN PTR PVMT R RA RAD RB R&S RD RD /0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RVS RW RWL PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTABLE PARTITION PAPER TOWEL RECEPTABLE PAVEM ENT QT 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 S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER OR SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILIAR SK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SNT SEALANT SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE /STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GLASS THK THICK THR THRESHOLD TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/0 WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD SYMBOLS 11 (14:92) REVISION CLOUD AROUND REVISION KEY NOTE PARTITION TYPE REVISION NUMBER DETAIL GENERAL NOTES COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER By Date: _Ca I b City Of Tukwila BUILDING DIVISION 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 IDENTIFICATION SHEET WHERE DETAIL IS DRAWN FILE COPY Permit No._ Q 8- L W Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field opy a 4 ' Y itions is acknowledged: 9' -0" OFFICE 102 78 71 PROJECT NORTH NORTH 7' -0" INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BEWEEN 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 CBE 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 CONSTRACTOR 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' -O" 0.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, IIHE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. N.T.S. 3623049095 PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: KATHRYN M. CRAFT TENANT /OWNER: GENERAL CONTRACTOR: VICINITY MAP TAX PARCEL # LEGAL DESCRIPTION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: ACTUAL FLOOR AREAS: 1ST FLOOR: OFFICE (B - EXISTING) REMODEL OF OFFICE SPACE (WITHIN EXISTING BUILDING) OCCUPANT LOAD: (SEC. 1004.1 TABLE 10 A) 1ST FLOOR: OFFICE TOTAL OCCUPANCY LOAD CRAFT ARCHITECTS, PLLC. 1932 FIRST AVENUE, STE. 408 SEATTLE, WASHINGTON 98101 WELLS FARGO BANK 999 THIRD AVENUE SEATTLE, WA 98104 TYPE OF CONSTRUCTION: IIIB SPRINKLER SYSTEM: YES SPRINKLER EXIT REQUIREMENTS: (SEC. 1019 TABLE 1019.1) NUMBER REQ'D NUMBER PROVIDED 1ST FLOOR: OFFICE 2 2 PROJECT DESCRIPTION POE CONSTRUCTION 1519 W Valley HWY N Ste 103 Auburn, WA 98001 PORS OF GL 4 & OF GL 1 IN SEC 35 LY S OF 1 LN EXTND DAF BEG AT NW COR OF SEC 36 TH S ALG W LN THOF 1355.89 FT TO TPOB & S MGN OF S 180TH ST TH ELY ON CRV LFT CTR BRG N 02 -45 -45 E RAD 336 FT C/A 01 -32 -04 A DIST OF 9 FT TO S LN OF N 36 FT OF SD GL 4 TH S 88 -46 -19 E ALG SD S LN 274.81 FT TH ON CRV RGT RAD 50 FT C/A 90 -00 -00 A DIST OF 78.54 FT TH S 01 -13 -41 W 58 FT TH N 88 -46 -19 W TO SWLY LN OF GL 1 IN SEC 35 TH NWLY ALG SD SWLY LN TO WLY EXT OF N LN OF SD GL 4 TH S 88 -46 -19 E ALG SD WLY EXT TAP 142.38 FT W OFNW COR SD GL 4 TH ON CRV LFT CTR BRG N 27 -59 -36 E RAD 336 FT 147.96 FT TO TPOB TUKWILA URBAN CENTER (TUC) 2006 IBC TENANT IMPROVEMENT OFFICE - (B) 20,197 SQ FT 9,167 SQ FT TOTAL ACTUAL FLOOR AREA: 20,197 SQ FT 20,197 SQ FT / 100 = 202 20,197 SQ FT = 202 ACCESSIBLE PROVIDED 1 DEMOLITION OF INTERIOR, NON- STRUCTURAL, PARTITION WALLS & CASEWORK. CONSTRUCTION OF NEW INTERIOR, NON- STRUCTURAL PARTITION WALLS, NEW RAMP, DOORS & FINISHES. EXISTING OFFICE BUILDING AREA OF WORK EXISTING PARKING LOT Contact: Phone: Fax: Contact: Phone: Fax: Contact: Phone: Fax: KATHRYN TAYLOR (206) 720 -7001 (206) 720 -2949 TOM DAWES (206) 292 -3181 (206) 292 -3475 KYLE FRY (253) 833 -2400 (253) 939 -4805 SITE PLAN NTS REVISIONS No changes shah be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal cm-J may in ' de additional plan review fees. PROJECT INFORMATION WELLS FARGO OFFICE BUILDING 18035 SPERRY DRIVE TUKWILA, WA 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION T1.3 ACCESSIBILITY GUIDELINES T1.4 EGRESS PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.31 REFLECTED CEILING PLAN A2.32 POWER /COMM PLAN A2.41 FINISH PLAN A2.42 FURNITURE PLAN A3.1 ELEVATIONS, DOOR SCHEDULE, DOOR /RELITE DETAILS, WALL TYPES A4.1 CEILING DETAILS, CASEWORK DETAILS SCOPE OF WORK WILL NOT AFFECT PARKING REQUIREMENTS AS SPACE USE AND OCCUPANT LOAD TO REMAIN THE SAME. PLUMBING FIXTURE RED'S SCOPE OF WORK WILL NOT AFFECT PLUMBING FIXTURE REQUIREMENTS AS SPACE USE AND OCCUPANT LOAD TO REMAIN THE SAME. ENERGY REQUIRMENTS SEPARATE PERMIT SUBMITTALS SCOPE OF O D N OXPEED OR ENERGY VCODE.REQUIREMENTS. NO WORK ELECTRICAL, MECHANICAL, FIRE ALARM LIGHTING REQUIREMENTS LESS THAN 60% OF THE FIXTURES ARE NEW, INSTALLED WATTAGE NOT INCREASED AND SPACE USE NOT CHANGED. D08 -y REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 V BUILDING of Tukwila a LDING DIVISION N PARKING REQUIRMENTS RECEIVED MAR 0 4 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax wwwger,a ftarchitec CONSULTANT ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Revisions: 12/08/2008 OWNER 12/29/2008 CITY 02/27/2009 OWNER REVISIONS Sheet Title: Date: Design: Drawn: Project No: Approved: Sheet No: Architect of Record z CO Q W Oxo O y m cc a CC W V° W O(1)hl co -J J ODD 2I: W T FOR PRICING FOR PRICING FOR PERMIT RE- PRICING PERMIT RE- SUBMITTAL PERMIT REVISION GENERAL INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 CO KMC KLT, AK 08- 161.06 KMR T1.1 Reach Depth Maximum Height Reach Depth Maximum Height Reach Depth Maximum Height in inches in inches in inches in inches in inches in inches 10 or less 54 15 51 20 48 1/2 11 53 1/2 16 50 1/2 21 47 1/2 12 53 17 50 22 47 13 52 1/2 18 49 1/2 23 46 1/2 14 51 1/2 19 49 24 46 SPACE ALLOWANCES AND REACH RANGES ANSI 403.5 - WHEELCHAIR PASSAGE WIDTH ANSI 403.5.2 - WIDTH FOR WHEELCHAIR PASSING A. The minimum clear width for two wheelchairs to pass is 60" ANSI 1305 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 403 ACCESSIBLE ROUTE 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 dmarkation shall match existing in shopping center: painted striping ANSI 403.5 - WIDTH A. The minimum clear width of an accessible route shall be 36" except at doors. 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. ANSI 307.4 IBC 1009.2 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 1:48 307 PROTRUDING OBJECTS (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 " -80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 27" above the finished floor may protrude any amount. 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. 302/303 GROUND AND FLOOR SURFACES ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. B. A. The minimum clear width for single wheelchair passage shall be 32" at a point and 36" continuously Changes in Changes in no greater 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. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI 502 - PARKING SPACES A. Accessible parking shall be at least 96" wide. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. Except when van parking stall is 132" then access aisle shall be 60" wide. C. Surface slope shall not exceed 1:50 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI 502.7 - SIGNAGE A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designatred. A. Characters and symbols on such signs shall be located 60" minimum above the ground. B. Signage located within an accessible route shall be located 80" min. above the walking surface. ANSI 502.6 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI 503 - PASSENGER LOADING ZONE level up to 1/4" may be vertical and without edge treatment level between 1/4" and 1/2" shall be beveled with a slope than 1:2. Detail 5.1 EAR WIDT ANY AMOUNT Detail 4.4.2 { 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 1:50 in all directions. 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 Adjoining Slope Shall x Is less than 48" f Not Exceed 1:20 If Then The Slope Of The Flare Sides Shall Not Exceed 1:12 Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 Curb Ramp Parallel to Curb ANSI 406.10 - DIAGONAL CURB RAMPS ANSI 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long between the curb ramps in the part of the island intersected by the crossings. 404 DOORS ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS ANSI 404.2.2 - CLEAR WIDTH ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:50 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" ® 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 & 18" min. bside hinge edge ( 48 "min. width if door has both a closer loser 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 push side - 42" min. width and 24" min. beside strike edge (48 "min. width if door has a closer) ANSI 404.2:4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2" (3/4" at exterior sliding doors). Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2. ANSI 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 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 no higher than 48" above finished floor. ANSI 404.2.7.1 - DOOR CLOSERS A. If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70', the door will take at least 3 seconds to move to a point 3" from the latch, measured to the leading edge of the door. ANSI 404.2.8 - DOOR OPENING FORCE A. 1:10 Max. slope 1:12 Max. slope Detail 4.7 Flared side Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. A. If diagonal curb ramps have returned curbs or other well- defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal c curb ramps shall have 48" minimum clear space. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. 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. Exception: Doors not requiring full user Passage, such as shallow closets, shall have a clear opening of 20' minimum. 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 doors: no requirement. b. Interior hinged doors: 5.0 lb.. c. Sliding or folding doors: 5.0 lb.. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 36" Min. Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Slo a is 1:20 or less no contrasting color or texture is required A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 4.13.5 and 4.13.6. 604 WATER CLOSETS ANSI 604.3 - CLEAR FLOOR SPACE 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 return to a lifted position. ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16.1, 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 ANSI A. A. Clear floor space for water closets not in stalls shall be provided as follows: Front approach - 48" min. wide x 66" min. long Side approach - 56" min. to front of toilet x 48" min. wide Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16) B. No door swings are allowed in clear floor area. 59" MIN. - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5lbf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the floor, and a maximum 36" from the rear wall. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 39" MIN Detail 4.16.2 606 LAVATORIES Detail 4.16.3 606.3 & 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 29" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. o . T - � cs4 7- 11 Yc` _ VOI 8" Mine I" Max. ANSI 606.6 - EXPOSED PIPES AND SURFACES r clear floor space L 19" 48" Min. Detail 4.19.1 Detail 4.19.2 7" Min Locate flush controls on wide side A. Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb.. 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 at least 10 seconds. ANSI 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum above the finished floor. B. The top edge of the reflecting surface must be at least 74" AFF. 603 TOILET ROOMS ANSI 603.2.3 - DOORS ANSI 603.2 - CLEAR FLOOR SPACE 606 SINKS 905 STORAGE A. All doors to accessible toilet rooms shall comply with 4.13. Doors shall not swing into clear floor space required for any fixture. Clear floor turning space may overlap door swings. 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 turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI 604.8 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.8; where 6 or more stalls are provided in addition to the stall complying with 604.9, at least one stall 36" wide with an outward swinging, self - closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with 4.16. ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with 4.18. 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 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 and shall comply with 4.27 - (Controls & Operating Mechanisms). ANSI 606.3 - HEIGHT A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the finished floor. ANSI 606.2 - KNEE CLEARANCE A. Knee clearance of 27" high minimum, 30" wide minimum, and 19" deep minimum shall be provided underneath sinks. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. ANSI 606.6 EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under sinks. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb.. 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 at least 10 seconds. 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 14.3 AND 4.25.3 & 4.25.4) A. Where a forward reach is required, accessible storage spaces shall be 48" maximum and 15" minimum above the floor. If the forward reach is over an obstruction (with knee space equal to or greater than reach distance) 20 " -25" deep, the maximum height shall be 44"; if the obstruction is less than 20 ", maximum height shall be 48". B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and 9" minimum above the floor. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24" maximum deep. C. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 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 lb. Detail 4.25.1 Detail 4.25.3 Al Detail 4.25.2 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. 2. Shear stress induced by application of 250 lb. 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. Grab bars and mounting devices shall meet the following requirements: 1. Bending stress induced by maximum bending moment from application of 250 lb. shall be less than allowable stress for material used. 3. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 4. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. ANSI 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shall have a radius of 1/8" minimum. 308 CONTROLS AND OPERATING MECHANISMS ANSI 308 - HEIGHT (REFERENCE DETAIL 4.30.3) A. Front approach = 48" max. to 15" min. Controls located in an alcove >24" deep must have 36" clear floor width. B. Side approach - 54" max. to 9" min., except per below. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. 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 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 5 dba, whichever is louder. 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. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 8. No place in common corridors or hallways shall be more than 50' from the signal. 703 SIGNAGE 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. SIGNAGE (CONT.) ANSI 703.2.5 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2) A. Letters and numbers on signs shall have a width -to- height ratio between 3:5 and 1:1, and a stroke - width -to- height ratio between 1:5 and 1:10. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 80" above the finished floor, character size shall be 3" minimum. 2. The minimum height is measured using an upper case X. 3. Lower case letters are permitted. ANSI 703.4 - RAISED AND BRAILLE CHARACTERS AND 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: 5/8" minimum, 2" high maximum 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" minimum ANSI 703.3.12 - FINISH AND CONTRAST A. The character and background of the signs shall be eggshell, matte, or other non -glare finish. Characters and symbols shall be white on a blue background. ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. B. Where there is no wall space to the latch side of the door, including at double -leaf doors, signs shall be placed on the nearest adjacent wall. C. Mounting height shall be 60" above the finished floor to the centerline of the sign. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. International Symbol of Accessibility Detail 4.30.1 CD AUTOMATIC TELLER MACHINES CLEAR FLOOR SPACE Light switch Thermostats, Etc. Detail 4.30.3 902 DINING SURFACES & WORK SURFACES Detail 4.30.2 8" MAX • .. • 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" high, but no higher than 2 ". Convenience Outlets Data, Tel., Etc. 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. REVISION NO:L A. Floor space shall comply with 305.7.2 to allow a forward, parallel approach or both. REACH RANGES A. Forward approach only: controls within forward approach specified in 308 B. Parallel approach: controls within unobstructed reach range from clear floor space at protrusion of teller machine surround per table as follows: Note : above does not apply to drive up machines. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION I rDo RECEIVED MAR 04 2009 PERMIT CENTER a r c h i t e c t s ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 Date: Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Sheet No: Architect of Record z Q w m > cc o 0 0 >- cc m FE Q Uo p U) W J M J 0 J co w CONSULTANT FOR PRICING FOR PRICING FOR PERMIT RE- PRICING PERMIT RE- SUBMITTAL PERMIT REVISION Revisions: 12/08/2008 OWNER 12/29/2008 CITY 02/27/2009 OWNER REVISIONS Sheet Title: ACCESSIBILITY GUIDELINES Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 T1.3 SHADE DENOTES AREA OF WORK ■ W •1 . MAMM PEKE OSIMEMIZIENNIEVERMIEVERNMESENII (NO SCOPE IN THIS ROOM) t'I 1111111111111111 . ICI I I I ... +Ii i % i i ii • RI We IIII i a lig I _ 111111111111 Ii Mt REI ' TER m 0 MN 1 i 1 1 1 1 1 1 1 1 1 1 1 TO EXISTING ACCESSIBLE PARKING n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PATH OF TRAVEL: 59' -0" 1 1 COMMON PATH OF TRAVEL: WORK LIMIT LINE 83' -0" ..o-------------------- -- ------- ------ommmmmim ----- - -- - ®- 1111 1111 1111 MN MI DRIVE -IN 1 ENT 1 1 1 1 1 1 1 MTh EGRESS PLAN 1/8" = l'-0" 0 4 8 16 FT PATH OF TRAVEL: 154' -0" m KEY NOTES: O 1. A TACTILE SIGN STATING 'EXIT', COMPLYING WITH ICC A117.1. 2. LOCATION OF SIGN STATING "MAXIMUM OCCUPANT LOAD 35" EGRESS SUMMARY A. B. B. C. D. E. MAX. TRAVEL DISTANCE: 300' (TABLE 1016.1) MAX. COMMON PATH OF EGRESS TRAVEL: 100' (1014.3) MINIMUM CORRIDOR WIDTH: 44" (1017.2) REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (TABLE 1005.1) = 1.4" REQUIRED MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) MAXIMUM DEAD END CORRIDOR: 20' (1017.3) ACCESSIBILITY PROVISIONS: ® A. B. C. D. ACCESSIBLE ENTRANCE. REFER TO 404/T1.3. ACCESSIBLE COUNTER: 28" MIN., 34" MAX. HEIGHT AFF. ACCESSIBLE REACH RANGE: SIDE APPROACH, 54" MAX TO 9" MIN. ACCESSIBLE SINK: 34" MAX. AFF WITH FRONT APPROACH AND COMPLIANT KNEE SPACE BELOW. REFER TO 606/T1.3. REVISI1IN NO. t REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION RECEIVED MAR 04 2009 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 19:32 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www,craftarchitects.corn CONSULTANT Architect of Record ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Sheet Title: Revision 12/29/2008 A 02/27/2009 Date: Design: Drawn: Project No: Approved: Sheet No: REGISTERED ARCHITECT FOR PRICING FOR PRICING FOR PERMIT RE— PRICING PERMIT RE— SUBMITTAL PERMIT REVISION 12/08/2008 OWNER CITY OWNER REVISIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAF FARCHITECTS 2008 EGRESS PLAN KMC KLT, AK 08- 161.06 KMR T1.4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 WORK LIMIT LINE ------------------------------r i------r i -- -- -- --- -- --- --- ririririri- --- r) MI NMI .11■11 N) ■ 106 IIII I IIII u 1 1 (NO SCOPE IN THIS ROOM) 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 14 a 71 IN FI MI NM NM MN IF 1/8 = 1' -0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TEMPORARY OFFICE SPACE 01 N 1 1 1 1 1 1 i 1 1 I I 1 1 1 I DEMOLITION PLAN 0 4 8 16 FT 112B LEGEND: CG N E EXISTING PARTITION WALL, TO REMAIN EXISTING PARTITION WALL, TO BE DEMOLISHED NEW PARTITION WALL CORNER GUARD - 48 "H, CLEAR NEW ELEMENT EXISTING ELEMENT DEMOLITION NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. A MAJORITY OF FLOOR FINISHES TO BE DEMOLISHED AND REPLACED, TYPICAL THROUGHOUT. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES. REFER TO FINISH PLAN FOR MORE DETAILS. 4. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 5. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 6. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 7. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWN LIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, RETURNED TO BUILDING STOCK. 10. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 11. MISCELLANEOUS ITEMS TO BE EITHER TEMPORARILY OR PERMANENTLY REMOVED PRIOR TO DEMOLITION. GC TO COORDINATE WITH WF VENDOR. 12. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AND PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 13. PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH NETWORK TEAM, VOICE TEAM AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 16. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. DEMOLITION KEY NOTES: <> 1. CASEWORK TO BE DEMOLISHED, EQUIPMENT TO BE RELOCATED. GC TO DISPOSE OF ALL DEBRIS. WF VENDOR TO DISCONNECT /RECONNECT EQUIPMENT. GC TO COORDINATE SCHEDULE. 2. EXISTING STAIR TO BE DEMOLISHED. FINISH FLOOR TO BE LEVEL WITH ADJACENT EXISTING. GC TO DISPOSE OF ALL DEBRIS. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISH. 3. EXISTING DOOR & FRAME TO BE REMOVED, G.C. TO RETAIN FOR POTENTIAL REUSE. 4. FULL HEIGHT PARTITION WALL, DOOR & RELITES TO BE DEMOLISHED. GC TO DISPOSE OF ALL DEBRIS. 5. EXISTING MURAL TO BE REMOVED, REPAIR WALL AS REQUIRED TO MATCH EXISTING /NEW CONDITIONS. 6. EXISTING ELECTRICAL PANEL. 7. FIRE EXTINGUISHER TO REMAIN. 8. EXISTING CONTROL BUTTON TO BE REMOVED. G.C. TO FIELD VERIFY FUNCTION PRIOR TO REMOVAL. WALL TO BE PATCHED /REPAIRED /PAINTED. 9. DEMOLISH WALL TO ACCOMODATE NEW RELITES. 10. REUSE EXISTING DOOR PER G.C.'S DISCRETION. 11. EXISTING POWER POLE TO REMAIN. FINISH TO MATCH NEW WORKSTATIONS. 12. EXISTING POWER POLE TO BE REMOVED 13. EXISTING PASS THROUGH WINDOW TO REMAIN. CASING TO REMAIN. REMOVE EXISTING PLASTIC LAMINATE SHELF. GC RESPONSIBLE FOR REPAIR OF WALL DAMAGE, IF REQUIRED. 14. FREESTANDING COOLING UNIT SCOPE, PER MECHANICAL DESIGN BUILD 15. NOT USED 16. EXISTING THERMOSTAT TO REMAIN 17. EXISTING THERMOSTAT(S) TO BE RELOCATED /REMOVED PER MECHANICAL DESIGN - BUILD. 18. EXISTING CONTROL PANEL TO BE REMOVED AND DISPOSED OF. WALL TO BE PATCHED AND PAINTED. 19. REMOVE WALL -HUNG FURNISHING. STORE PER OWNER'S REQUIREMENT. 20. EXISTING CASEWORK COUNTER CABINETS AND SINK TO BE DEMOLISHED. DISPOSE OF ALL DEBRIS. 21. EXISTING CHAIR RAIL TO BE DEMOLISHED. 22. REMOVE ACCESS CARD READER /DOOR CONTACT FROM THIS DOOR. CABLING TO REMAIN. WALL TO BE PATCHED /REPAIRED /PAINTED. 23. DISCONNECT ALARM SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION D 4•6 9 9 RECEIVED MAID 04 2 PERMIT CENTER C a r c h i t e c t s Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206720.7001 phone 206.720.2949 fax wwwx craftarchitec CONSULTANT 7052 ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Sheet Title: Date: Design: Drawn: Project No: Approved: Sheet Architect of Record KM - PY'ni l' CRAFT STATE OF WASHINYM)∎ REGISTERED ARCHITEC f 2 COPYRIGHT CRAFTARCHITECTS 2008 nCO FOR PRICING FOR PRICING FOR PERMIT RE- PRICING PERMIT RE- SUBMITTAL PERMIT REVISION Revision °12/08/2008 OWNER /2\12/29/2008 CITY 4\O 2 / 27 / 2009 OWNER REVISIONS DEMOLITION PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced All n MAIN ENTRANCE 5 -3" 2 EQ EXISTING WALL BEYOND EXISTING COLUMN NEW SOFFIT 1/4" = 1' -0" 13' -2" 4 EQUAL RAMP ELEVATION 1' -O" MIN. WORK LIMIT LINE 1/4" = 1' -0" 1:48 MAX N X 4' -0" I.D. 4' -7" i ENLARGED PLAN - RAMP 0 4 8 16 FT EXISTING EXIT PARTITION NOTES: 1. ALL NON -RATED PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 3 5/8 ", 25 GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE, U.O.N. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 3. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 4. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 5. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. FOR DETAIL. LEGEND: CG N E EXISTING ELEMENT KEY NOTES: <> HSI G 1 t Ff B. z r � 8. ALL NEW PARTITION WALLS TO BE WALL TYPE I , UON. SEE SHEET A3.1 9. OWNER DESIRES TO REUSE EXISTING DOORS WHEREVER POSSIBLE. GC TO MAKE RECOMMENDATION AND PRICE ACCORDINGLY. 10. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. EXISTING PARTITION WALL, TO REMAIN EXISTING PARTITION WALL, TO BE DEMOLISHED NEW PARTITION WALL CORNER GUARD - 48 "H, CLEAR NEW ELEMENT 23. FREESTANDING COOLING UNIT PER MECHANICAL DESIGN BUILD 24. NEW /RELOCATED DOOR FRAME. NEW HARDWARE: SEE DOOR SCHEDULE 25. NEW RAMP WITH RUNNING SLOPE OF 1:12. CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48, PER ANSI SECTION 405 26. NEW 1 -1/2" PAINTED TUBE -STEEL RAILING 27. NEW POWER POLE, GC TO COORDINATE LOCATION WTIH FURNITURE VENDOR 28. EXISTING POWER POLE 29. EXISTING RAMP: NO CHANGES PROPOSED NOT AN ACCESSIBLE ENTRANCE /EXIT 30. NEW PAINTED PLYWOOD WAINSCOTT AT 4' -O" A.F.F. 31. EXISTING PASS THROUGH. PROVIDE NEW PLASTIC LAMINATE SHELF 40. NEW PLASTIC LAMINATE COUNTER TOP W/ UPPER AND LOWER CABINETS 41. NEW SINK AND FAUCET, PER PLUMBING DESIGN BUILD 42. NEW 6" WOOD CHAIR RAIL, TO MATCH EXISTING HEIGHT AND FINISH 43. EXISTING FURRED -OUT COLUMN, TYP. boBL19 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION RECEIVED MR 0 4 2( PERMIT CENTER Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www, C raftarchitects corn CONSULTANT Date: Design: Drawn: Project No: Approved: Sheet No: z Q CO > 0 ' x° 2 o 9 3 E 4 g CC W Q U o � W 0w CO J J Co W '— 7052 ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Architect of Record REGISTERE0` ARCHITECT FOR PRICING FOR PRICING FOR PERMIT RE— PRICING PERMIT RE— SUBMITTAL PERMIT REVISION Revision • 12/08/2008 OWNER 012/29/2008 CITY 002/27/2009 OWNER REVISIONS Sheet Title: Original drawing is 24" x 36 Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS 2008 FLOOR PLANS KMC KLT, AK 08- 161.06 KMR A2.1 - - - - - - - - - - - - - - - - - NM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- --- - - - - -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --- IL- - - - - - 1 1 1/8" = 1' -0" 1 1 1 1 1 1 1 1 1 REFLECTED CEILING PLAN 0 4 8 112B 16 FT BIDDER DESIGN NOTES. MECHANICAL 1. DESIGN HVAC AND PLUMBING SYSTEMS TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODS AND ORDINANCES, INCLUDING INTERNATIONAL MECHANICAL CODE, AND THE INTERNATIONAL PLUMBING CODE, AND ANY LOCAL JURISDICTIONAL CODE REQUIREMENTS. 6. COORDINATE LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ADJUST SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, PROPER AIR DISTRIBUTION AND ELIMINATION OF DRAFTS, NOISE, AND VIBRATION. 9. BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME. 10. DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. 11. RELOCATE HVAC AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON HVAC SYSTEM. PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. 12. RELOCATE SPRINKLERS AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON SPRINKLER SYSTEM. PROPOSE LOCATIONS OF ALL SPRINKLERS AND OBTAIN APPROVAL FROM ARCHITECT. ELECTRICAL 1. DESIGN ELECTRICAL SYSTEM TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE ELECTRICAL WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODES AND ORDINANCES, INCLUDING NATIONAL ELECTRICAL CODE, AMERICAN INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, AND NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 6. COORDINATE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ELECTRICAL EQUIPMENT AND PANELS SHALL BE CLEARLY LABELED. 9. CAREFULLY LAY OUT WORK IN ADVANCE, AND PERFORM SELECTIVE DEMOLITION /ABANDONMENT AS NECESSARY FOR PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. 10. CONTRACTOR SHALL RESWITCH /RECIRCUIT LIGHT FIXTURE AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE OR NECESSARY. RCP NOTES: 1. LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIRE a. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL b. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT- CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER c. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1. LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE. D. EACH ROOM SHALL HAVE SEPARATE SWITCHING TO MEET WSEC 1513 AND OCCUPANCY SWITCHES PER STATE ENERGY CODE. 2. HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE TABLE 3 -1. 3. EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 4. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. EXISTING SPRINKLERS NOT SHOWN ARE EXISTING TO REMAIN. 5. CENTER CEILING GRID IN ROOM OR AREA AS INDICATED ON THE PLAN, U.O.N. 6. CENTER LIGHT FIXTURES /SPRINKLER HEAD /CEILING ELEMENT IN CEILING TILE, U.O.N. 7. REFER TO ELEVATIONS AND SECTIONS REFER TO ELEVATIONS FOR PENDANT AND WALL MOUNT LIGHT FIXTURE MOUNTING HEIGHTS. 8. COORDINATE LIGHT FIXTURE LOCATIONS WITH LOBBY TELLER CASEWORK. 9. ALL EXISTING LIGHT FIXTURES /SWITCHES NOT SHOWN ARE EXISTING TO REMAIN. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER FOR ALL THERMOSTAT LOCATIONS. 11. EXISTING CEILING GRID AND TILES TO BE REUSED AS POSSIBLE. REPAIR AND REPLACE ANY DAMAGED GRID & CEIILING TILES. EXISTING LIGHT FIXTURES TO BE REUSED AS POSSIBLE. RCP LEGEND: R 0 RECESSED COMPACT FLUORESCENT DOWNLIGHT x R LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER CONFIRM OPERATION OF EXISTING. ADD WHERE NOT EXISTING. ALSO ADD TACTILE EXIT SIGNAGE PER TACTILE SIGNAGE STANDARDS ON SHEET T1.3 AT EACH LOCATION THAT RECIEVES AN EXIT SIGN. ACOUSTICAL CEILING SYSTEM USG RADAR 2742, 2X4 SCORED TO 2x2, WHITE SLT EDGE WITH GRID PROFILE A, WHITE GYPSUM BOARD SOFFIT EXISTING 2X4 LAY -IN FLUORESCENT LIGHT NEW /RELOCATED 2X2 LAY -IN FLUORESCENT LIGHT FIXTURE EXISTING SUPPLY /RETURN AIR NEW /RELOCATED 2X2 SUPPLY /RETURN AIR NEW /RELOCATED 2x4 LAY -IN FLUORESCENT NEW /RELOCATED 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT' FOR EGRESS ILLUMINATION B /S, DIRECTIONAL, RECESSED DOWNLIGHT. SPRINKLER - EXISTING SPEAKER CEILING HEIGHT RCP KEY NOTES O 1. NEW 5" GWB SOFFIT @ 8' -6" A.F.F. 2. EXISTING CEILING GRID PATCH AND REPAIR WHERE AFFECTED BY DEMOLITION AND NEW CONSTRUCTION. 3. NOT USED 4. NOT USED 5. NOT USED 6. NOT USED 7. UPGRADE EXISTING CEILING GRID TO MEET SEISMIC CODE REQUIREMENTS, PER CISCA. AND SUSPENDED CEILING DETAILS ON A4.1 REVIEWED FOR CODE COMPLIANG APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION REVkI bo6--Liti - RECEIVE MAR 042 11x;,} rr'iwtlUli f CENTER Terminal Sales Building 19;32 First Avenue Suite 408 Seattle, WA 98 I 0 1 206.720.7001 phone 206.720.2949 fax www.craftarch. itectsn cot CONSULTANT '/062 P � #4fi?Pf�TP (TTFM 5 'AT6 OF VVASHIIVATt9N ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Revision 1 12/08/2008 OWNER 12/29/2008 CITY A1/402/27/2009 OWNER REVISIONS Sheet Title: REFLECTED CEILING PLAN Date: Design: Drawn: Project No: Approved: Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: Architect of Record z CO w W 0>< cc w o m cc < CC W Uo.. U _O wE u) J co W r REGISTERED ARCH1TEC/ FOR PRICING FOR PRICING FOR PERMIT RE- PRICING PERMIT RE- SUBMITTAL PERMIT REVISION KMC KLT, AK 08- 161.06 KMR A2.31 COPYRIGHT CRAFTARCHITECTS 2008 WORK LIMIT LINE no ono on IN) 1111 Editima - i fipmmromm (lir) °II m C oiLto o I mimmimm Wo 11 II FIC 0 ‘11 ( O DRIVE -IN ENT ENTRY VES TIBULE 1 1 1 1 1 1 OPEN OFFICE 102 OFFICE STORAGE ROOM fi EMPLOYEE LOCKER ROOM 114 1 OOC 113 114B 1 1 1 1 1 1 1 L I- III 110 © " 1 � .. �•w : - - =MINIM I 0 III N ! ni ni 1 ■ 0 N ` li> nl .111 , e1 411 II I _A I f .4 10 CONFERENCE 11/ 106 STO I I • I O CO CD E31 E g 13 LUNCH ROOM 116 U • FrAM OD OgClfg 000 GPDP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 • 1 1 1 1 1 1 MI - ! - NMI - MINIM - NE - M EI MI I MN =I IN Ill" HALL 112 POWER /COMM. PLAN 1/8" = 1' -0" 0 4 8 SERVER ROOM 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 FT 10 _ AT I] 1 1 1 1 i 1 1 TEMPORARY OFFICE SPACE 01 1 1 1 112B RESPONSIBILITY NOTES: WHEN GENERATING COST ESTIMATES, PLEASE CONSIDER THE FOLLOWING: 1. 1. THE TENANTS WILL BE TEMPORARILY RELOCATED FOR THE DURATION OF CONSTRUCTION. A PORTION OF THE EXISTING TENANT SPACE WILL BE FULLY OPERATIONAL DURING CONSTRUCTION. HOURS OF OPERATION FOR OPEX MACHINES ARE 4AM -10AM. 2. THE FOLLOWING SCOPE OF WORK TO BE PROVIDED BY THE FOLLOWING ENTITIES: - ALL ELECTRICAL (HIGH VOLTAGE) BY: GC - PATH (1/2" CONDUIT TO ACCESSIBLE CEILING SPACE, CEILING ACCESS, ETC.), BOX AND PULL STRING FOR ALL CABLE (HIGH, LOW, SECURITY, VIDEO, COAX) BY: GC - CORE DRILLS FOR ALL WORK WITHIN CONTRACT BY: GC - TRENCHING FOR ALL WORK WITHIN CONTRACT BY: GC - SECURITY CABLING BY: WELLS FARGO - DATA CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR - PHONE CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR - VIDEO CABLING (LOW VOLTAGE) BY: WELLS FARGO VENDOR 3. GC RESPONSIBLE FOR COORDINATING SCHEDULE AND SCOPE WITH ALL WELLS FARGO VENDORS. TO COORDINATE SCHEDULE: GC & WF VENDORS TO PARTICIPATE IN A PRECONSTRUCTION MEETING OR CONFERENCE CALL. THE PROJECT SCOPE MAY ALSO NECESSITATE WEEKLY CONFERENCE CALLS DURING CONSTRUCTION - TO BE VERIFIED BY CRAFT. IF NECESSARY GC WILL ASSIST IN THE PREPARATION OF A COMPREHENSIVE SCHEDULE DESCRIBING THE WORK OF ALL VENDORS. 4. WORK SEQUENCE: THE WORK SHALL BE PROSECUTED IN THE WAY WHICH SHALL PROVIDE THE LEAST POSSIBLE INTERFERENCE WITH THE ACTIVITIES OF THE OWNER'S AND LESSOR'S PERSONNEL AND PERMIT AN ORDERLY TRANSFER OF PERSONNEL AND EQUIPMENT TO THE NEW FACILITIES. 5. FULL LESSOR OCCUPANCY: THE LESSOR WILL OCCUPY THE SITE AND EXISTING BUILDING DURING CONSTRUCTION. COOPERATE WITH THE LESSOR TO MINIMIZE CONFLICTS AND FACILITATE LESSOR USAGE. PERFORM THE WORK SO AS NOT TO INTERFERE WITH THE LESSOR'S OPERATIONS. 6. MATERIALS AND EQUIPMENT IN OCCUPIED SPACE: STORAGE AT JOB SITE PRIOR TO INCORPORATION SHALL BE A MAXIMUM OF 48 HOURS. 7. GC SHALL COORDINATE SCHEDULE AND DAILY ACTION ITEMS WITH OWNER AND ARCHITECT TO ENSURE SECURITY IS NOT COMPROMISED. 8. WELLS FARGO VENDORS ARE RESPONSIBLE FOR VERIFICATION OF SCOPE. ARCHITECT'S INTENT IS FOR VENDORS TO PERFORM 'BEST PRACTICE' WORK (COMPLIANCE WITH WF STANDARDS, LOCAL BUILDING CODES, ETC.) - VENDORS TO PRICE WORK ACCORDINGLY. 9. WELLS FARGO VENDORS TO NOTIFY ARCHITECT OF ADDITIONAL OR MODIFIED SCOPE REQUIRED. 10. THE DAY FOLLOWING THE COMPLETION OF A MAJOR SCOPE OF WORK (TELLERLINE MODIFICATION, MOVE, ETC.) ALL VENDORS CRITICAL FOR BRANCH OPERATION SHALL BE ONSITE TO PROBLEM SOLVE. BIDDER DESIGN NOTES- MECHANICAL 1. DESIGN HVAC AND PLUMBING SYSTEMS TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODS AND ORDINANCES, INCLUDING INTERNATIONAL MECHANICAL CODE, AND THE INTERNATIONAL PLUMBING CODE, AND ANY LOCAL JURISDICTIONAL CODE REQUIREMENTS. 6. COORDINATE LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ADJUST SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, PROPER AIR DISTRIBUTION AND ELIMINATION OF DRAFTS, NOISE, AND VIBRATION. 9. BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME. 10. DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. 11. RELOCATE HVAC & SPRINKLERS AS REQUIRED. COORDINATE IMPACT OF NEW LIGHT LAYOUT ON HVAC SYSTEM.PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. ELECTRICAL 1. DESIGN ELECTRICAL SYSTEM TO ACCOMMODATE THE WORK INDICATED. 2. FURNISH ALL DESIGN DRAWINGS, AND EQUIPMENT /DEVICE SUBMITTALS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 3. FURNISH ALL DRAWINGS, (WITH ENGINEERING STAMPS AS REQUIRED), CALCULATIONS, DESIGN SERVICES, AND ANY OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES TO PERFORM THE ELECTRICAL WORK. 4. OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK. 5. WORK SHALL CONFORM TO CURRENT EDITIONS OF APPLICABLE CODES AND ORDINANCES, INCLUDING NATIONAL ELECTRICAL CODE, AMERICAN INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, AND NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 6. COORDINATE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. REPORT ALL CONFLICTS TO THE ARCHITECT, DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. 7. REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. 8. ELECTRICAL EQUIPMENT AND PANELS SHALL BE CLEARLY LABELED. 9. CAREFULLY LAY OUT WORK IN ADVANCE, AND PERFORM SELECTIVE DEMOLITION /ABANDONMENT AS NECESSARY FOR PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. 10. CONTRACTOR SHALL RESWITCH /RECIRCUIT LIGHT FIXTURE AND SWITCHES AS NEEDED. REUSE AND /OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE OR NECESSARY. POWER /COMM. NOTES: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL WALL MOUNTED DATA AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR OR 8" ABOVE COUNTERTOPS U.O.N.. ALL CORE DRILLING OR FLOOR TRENCHING LOCATIONS SHALL BE VERIFIED W/ DESIGNER PRIOR TO CUTTING. ALL FLOOR TRENCHING TO BE FINISHED OUT TO PROVIDE APROPRIATE FLOOR SURFACE. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTIAN FLOOR FIRE RATING. LIGHT SWITCHES ARE TO BE INSTALLED CENTERED AT 48" HIGH. MAINTAIN A (4) INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N.. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER, U.O.N.. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.ON.: GANG COVER PLATES SHALL BE ONE -PIECE TYPE U.O.N.. REPLACE SWITCH AND POWER /DATA - COMMUNICATION RECEPTACLE COVERS AS REQUIRED FOR CONSISTENT FINISH. a. SWITCH /RECEPTACLE FINISH: WHITE b. COVERPLATE FINISH: WHITE POWER /COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. CONTRACTOR TO REUSE EXISTING WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING WHERE POSSIBLE. ALL LOW VOLTAGE CABLING (VOICE /DATA /SECURITY) SHALL BE PULLED BY BUILDING OWNER'S SUBCONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE AND MUD RINGS AT EACH LOCATION. ALL EXISTING POWER /COMMUNICATION OUTLETS TO REMAIN, UO.N.. ALL BANK AND SECURITY EQUIPMENT PROVIDED AND INSTALLED BY OWNER, UNLESS OTHERWISE NOTED. VERIFY EQUIPMENT POWER, PATH, BOX AND PULL STRING REQUIREMENTS WITH OWNER'S VENDOR. REFER TO COORDINATION DRAWING 1/A2.4 FOR SECURITY DEVICE LOCATIONS AND TO 1/A2.4 FOR ASSOCIATED COORDINATION MATRICES. IF NEW FURNITURE PANELS TO BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS /BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDORS, TYP.. (ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER.) POWER, VOICE /DATA AND SECURITY WILL TRAVEL THROUGH TELLER CASEWORK IN A CHASE AND TERMINATE AS WALL MOUNTED OUTLETS. POWER /COMM. LEGEND: Pctx DUPLEX RECEPTACLE OUTLET FOURPLEX RECEPTACLE OUTLET A or 4 WALL MOUNTED COMBINATION PHONE /DATA OUTLET: (2) VOICE AND (2) DATA IN SINGLE GANG BOX POWER INFEED TO ATTACH TO FURNITURE SYSTEM- POWER, DATA & VOICE. --0- COAX CABLE- FOR CUSTOMER'S CABLE TELEVISION. TERMINATION BY CABLE TV PROVIDER (TBD). FLOOR MOUNTED OUTLET: FLUSH DUPLEX RECEPTACLE OUTLET AND COMBINATION PHONE /DATA OUTLET: (2) VOICE AND (2) DATA IN SINGLE GANG BOX or >10( FLOOR OR WALL MOUNTED FLEXABLE CONDUIT WHIP /BASE Oi EXISTING FLOOR MONUMENT - CAPPED OR TO BE CAPPED ❑ POWER POLE N NEW E EXISTING R RELOCATED CAP EXISTING VOICE /DATA NOT REUSED. S SURFACE MOUNTED WIRE MOLD RACEWAY I THERMOSTAT DED DEDICATED REVIEWED FOR CODE COMPLIANC APPROVED MAR 0 6 2009 City of Tukwi BUILDING DI toBL19B PROVIDE BLANK COVER PLATE. POWER /COMM KEY NOTES: 5. PROVIDE 4X4 ROUGH -IN BOX W /SINGLE -GANG MUDRING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE AND PULL STRING. TYP. FOR "V" U.O.N.. 6. NEW POWER POLES TO SUPPORT POWERED FURNITURE SYSTEM. CABLING TO WHIP INTO FURNITURE SYSTEM BASE. 7. EXISTING ELECTRICAL PANEL TO REMAIN. 8. RECEPTACLES AND DATA PORT TO BE MOUNTED AT + 42" A.F.F.. COORDINATE HEIGHT OF RECEPTACLES WITH FURNITURE AND RELITES. 9. UTILIZE EXISTING POWER /COMM. RECEPTACLES THIS ROOM. FURNITURE NOT POWERED. 10. LOCATION OF NEW BUZZER FROM DOOR 100A 11. RECEPTACLE TO BE MOUNTED AT +66" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. 12. RECEPTACLE TO BE MOUNTED AT +42" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. 13. RECEPTACLE W/ TIMER TO BE MOUNTED AT +42" A.F.F. COORDINATE HEIGHT OF RECEPTACLES W/ CASEWORK ELEVATIONS. la IISION RECEIVED MAR 04 2009 PERMIT CENTER Terminal Sales Building 1932 First Avenue Suite 408 S e a t t l e , WA 98 1 0 1 206.720.7001 phone 206.720.2949 fax wwwacra CONSULTANT ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Revision ° 12/08/2008 OWNER 12/29/2008 CITY 0 02/27/2009 OWNER REVISIONS Sheet Title: Date: Design: Drawn: Project No: Approved: Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: kohltect of Record h itects.corn z •< W cc 0 W 0x ° O TEO � CC W LL 0 C N4 W J M J 0 J co W REGISTERED ARCHITEC1 FOR PRICING FOR PRICING FOR PERMIT RE- PRICING PERMIT RE- SUBMITTAL PERMIT REVISION POWER COMM PLAN KMC KLT, AK 08- 161.06 KMR A2.32 COPYRIGHT CRAFTARCHITECTS 2008 WORK LIMIT LINE wimmammemimmiummimmrnm 100A OFFICE 104 =---- - MN MI MI In MN DRIVE -IN 1 ENT 1 2 FF ENTRY VESTIBULE 1 1 1 1 1 1 1 1 ill OPEN OFFICE 102 OFFICE STORAGE ROOM EMPLOYEE MPLOYEE Lf R ROOM 1` 00C 14B I. ME 1 1 1 1 1 1 1 1 1 1 © III EXISTING 11OA m 1 N 0 FF 2 FF 13 l OFFICE 11/ FF 106 OFFICE EXISTING EXISTING FF CONFERENCE ROOM 115 FF STORAGE OPEN OFFICE HALL 112 EXISTING FF �— LUNCH ROOM MW 2 MW WF 1 1 1 i 1 1 1 i 1 1 1 1 1 1 1 SORTER ROOM 110 EXISTING 110B FF 1 SERVER ROOM 111 L -TING 1 EXISTING 0 1/8" = 1' -0" mum — - - - - - -i 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 4 r FINISH PLAN J 1 1 1 1 1 1 1 1 1 L t 1 1 1 1 1 1 1 0 4 8 112B 16 FT GENERAL FINISH NOTES: 1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH AND PREPARED TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTION SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 3. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GWB SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. 4. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON EXPOSED SURFACES. 6. ALL VENEER STAINS /SHADES SHALL HAVE UNIFORM COLOR. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FINISHES AND MATERIALS WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE- SPECIFICATION IF NECESSARY. 8. SEE FINISH PLAN, ELEVATIONS AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 9. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 10. PAINT ALL EXPOSED SURFACES, U.O.N. - INCLUDING GRILLES, PERIMETER DRAPERY POCKETS, SILLS, FIRE HOSE, OR EXTINGUISHER CABINETS, EXPOSED PIPING, ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO MATCH ADJACENT SURFACES. 11. CONTACT ARCHITECT FOR ON -SITE WALK THROUGH TO CONFIRM ALL FINISH LOCATIONS. 12. CONTRACTOR TO PROVIDE SEAMING DIAGRAM FOR CARPET FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 13. CONTRACTOR TO PROVIDE SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 14. INTERIOR GWB CEILINGS AND SOFFITS TO BE WHITE TO MATCH CEILING GRID, LATEX WITH FLAT FINISH, UNLESS OTHERWISE NOTED. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE WHITE TO MATCH CEILING GRID, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UNLESS OTHERWISE NOTED. SEE REFLECTED CEILING PLANS FOR CEILING TILE AND GRID SPECIFICATIONS. 15. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE (1) PRIMER COAT AND (2) COATS OF LATEX PAINT WITH EGGSHELL FINISH. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, EXCEPT WF2 AND WF3 TO RECEIVE LEVEL 5 FINISH. 16. ALL DOORS AND DOOR FRAMES TO BE PAINTED, COLOR TO MATCH W -F1, U.O.N. 17. PROVIDE NEW INSIDE MOUNT WINDOW BLINDS (BL -1) AT ALL EXTERIOR WINDOWS. 18. PREPARE ALL SURFACES AS REQUIRED TO RECEIVE NEW FINISHES, TYPICAL THROUGHOUT. 19. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. 20. FLOAT FLOOR SLAB AT TRANSITION AREA OF FLOOR FINISHES OF VARYING THICKNESS A MINIMUM OF 2' -0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 21. NOT USED 22. REPAINT ENTIRE PUBLIC PORTION OF SPACE WF -1, U.O.N. 23. REPLACE FLOOR FINISHES IN ENTIRE PUBLIC PORTION OF SPACE FF -1, U.O.N. FINISH KEY NOTES: <> 1. PAINT TUBE STEEL RAILS WF -1 2. EXISTING FLOATING FLOOR, W/ ACCESS PANELS TO PLENUM BELOW. 3. NEW CARPET TILES TO BE MOUNTED ON EXISTING FLOATING FLOOR PANELS. PANEL VENTS TO BE INSTALLED PER MECHANICAL DESIGN BUILD. 4. NOT IN USE 5. NO FINISH WORK THIS ROOM. FLOOR FINISHES: FLOOR FINISH TO BE FF -1, U.O.N. FF FF 2 FF 3 CARPET TILE INTERFACE, STYLE: 1660702500, CARIBBEAN 24Z COLOR: 3055 HALIBUT SHEET FLOORING FORBO, MARMOLEUM REAL AUTHENTIC, 3077 TAN PINK SHEET FLOORING WALK -OFF MAT THE ANDERSON COLLECTION, WATERHOG CLASSIC 17X17 TILE, COLOR: #10 CHARCOAL WITH GRIPPER BACK WALL BASE: BASE TO BE B -1, UNLESS NOTED OTHERWISE 6" RUBBER BASE, UNO JOHNSONITE WALL BASE 1/8 ", 40 -BLACK B WALL FINISHES: WALL FINISH TO BE WF -1, UNLESS NOTED B WF WF 2 WF 3 VIILLWORK FINISHES: MW MW 2 MW 3 MW 4 PAINT (GENERAL) BENJAMIN MOORE SW6386, NAPERY PAINT (ACCENT A) SW0044, HUBBARD SQUASH PAINT (ACCENT B) SHERWIN WILLIAMS SW6414, RICE PADDY OTHERWISE PLASTIC LAMINATE (VERTICAL SURFACES AND WAINSCOT) NEVAMAR, WILD OATS MATRIX MR7002T PLASTIC LAMINATE (HORIZ. SURFACES) NEVAMAR INDIE ROCK TEXTURED RK6001T PLASTIC LAMINATE (HORIZ. SURFACES) NEVAMAR FROSTY AQUA AURA TEXTURED AU500 STAINLESS STEEL CODE REVIEWED APPROVED GE MAR 0 6 2009 City of Tukwila BUILDING DIVISION EVSI b08 DECEIVED MAR 0 4 2000 PERMIT CENTER Sheet No: Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax wwwxcraftarchitects.corr CONSULTANT 7052 ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Date: Design: Drawn: Project No: Approved: Architect of Record w C >< o CO CC a C O o O C O Co tICATiinvicl for Q;rt;4 f w x;1319 f r ro REGISTERED ARCHITECT FOR PRICING FOR PRICING FOR PERMIT RE— PRICING PERMIT RE— SUBMITTAL PERMIT REVISION Revisions: 12 /08/2008 OWNER 12/29/2008 CITY 002/27/2009 OWNER REVISIONS Sheet Title: FINISH PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced COPYRIGHT CRAFTARCHITECTS A2.41 2008 WORK LIMIT LINE OFFICE OFFICE CONFERENCE OFFICE T HALL 112 NCH ROOM CI GI Li CI ti Rimmommoomommommor SORTER ROOM 10 OFFICE 109 1 1 DRIVE -IN 1 ENT 1 ENTRY 1 OTIBULE 1 1 1 1 --- N--------- - -M -I FURNITURE PLAN 1/8" = 1' -0" 0 4 8 16 FT FURNITURE NOTES: 1. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS /BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. 2. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDORS, TYP. 3. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER 4. ALL FURNITURE TO BE REPLACED. WF PM TO DETERMINE WHETHER FURNITURE SHOULD BE RETURNED TO INVENTORY OR DISPOSED OF. 5. WORK TO BE PHASED AND TEMPORARY MOVES INCLUDED IN SCOPE. REFER ALSO TO MOVE AND PHASING PLANS FOR FURNITURE INSTALLATION INFORMATION. 6. GC TO PROTECT FURNITURE (NEW AND EXISTING). 7. COORDINATE INSTALLATION TO MINIMIZE NEW FURNITURE EXPOSURE TO DAMAGE. FURNITURE KEY NOTES: O 1. NEW WORKSTATION WITH TASK CHAIR, TYP. 2. NEW OFFICE WORKSTATION WITH TASK CHAIR 3. NEW SMALL WORKSTATION WITH TASK CHAIR, TYP. 4. WALL MOUNTED WOOD TOP 5. BOOK CASE WITH P.LAM. COMMON TOP 6. LATERAL FILE WITH P.LAM. COMMON TOP 7. LOUNGE CHAIR, TYP. 8. PRE - FABRICATED MAILING FURNITURE 9. HEAVY -DUTY METAL STORAGE SHELVING 10. SMALL CONFERENCE TABLE 11. TASK CHAIR, TYP. 12. OVERHEAD STORAGE 13. LARGE CONFERENCE TABLE AND SEATING FOR (14). 14. NOT USED 15. REPLACE EXISTING TABLE TOP WITH NEW 16. REPLACE ALL EXISTING LUNCHROOM SEATING 17. RELOCATED LOCKERS 18. RELOCATED COAT RACK EV1 Y 1 bOB'-I9B REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION RECEIVED MAR 04 2009 PERMIT CENTER Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax Craft CONSULTANT /t152 ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Sheet Title: Date: Design: Drawn: Project No: Approved: rch tects.com Architect of Record w a '< m cc a w 0 co J p O eg£ Tt r 1#1�^r�raal at J 9 f-EQ5 W 9sHl J OIE' RtG1STERW :ARC'1-1;1TEC FOR PRICING FOR PRICING FOR PERMIT RE— PRICING PERMIT RE— SUBMITTAL PERMIT REVISION Revision ° 12/08/2008 OWNER 12/29/2008 CITY A. 02/27/2009 OWNER REVISIONS Sheet No: AS2II42 COPYRIGHT CRAFTARCHITECTS 2008 FURNITURE PLAN KMC KLT, AK 08- 161.06 KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced 4 // DOOR AND FRAME SCHEDULE NO DOOR FRAME NOTES SIZE MATL TYPE FIN LOUVER MATL TYPE FIN DETAIL HARDWARE WD HGT WD HGT HEAD JAMB SILL HDW RM NO 100A EXIST -- -- EXIST -- EXIST -- EXIST 100 ACCESS CARD (IN) W/ BUZZER 100B EXIST -- -- EXIST -- -- -- -- . EXIST -- -- -- -- EXIST 100 100C PR 3' -0" 7' -0" -- F2 - _ -- EXIST -- -- -- -- EXIST 100 102 EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- -- EXIST 102 103 3' -O" 7' -O" SC WD F MATCH EXIST -_ -_ WOOD 1 MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST B 103 104 EXIST -- -- EXIST -- -- -- EXIST -- -- -- -- EXIST 104 105 EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- -- EXIST 105 106 EXIST -- -- EXIST -- -- -- -- EXIST -- EXIST 106 107 EXIST -- -- EXIST -- -- -- -- EXIST -- -- EXIST 107 108 3' -O" 7' -O" SC WD F MATCH FXIST -_ -_ WOOD 1 MATCH FXIST -- MATCH FXIST -- MATCH FXIST -- MATCH FXIST -- B EXIST 108 109 109 EXIST -- -- EXIST -- -- -- -- EXIST OA GLASS S 3 110 *PER MANUFACTURER SPECIFICATIONS. UNISLIDE OC TELESCOPIC FULL BREAKOUT SS. 1 1 2A EXIST -- -- EXIST -- -- -- -- EXIST -- - 112 1 1 2B EXIST -- -- EXIST -- -- -- -- EXIST -- - 112 113 EXIST -- -- EXIST -- -- -- -- EXIST -- - 113 114A EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- - 114 114B EXIST -- -- EXIST -- -- -- -- EXIST -- -- - 114 115 3' -0" 7' -0" SC WD F MATCH FXIST __ -- WOOD 1 MATCH FXIST MATCH FXIST MATCH FXIST MATCH FXIST B 115 ACCESS CARD IN 1 1 6A EXIST -- -- EXIST -- -- -- -- EXIST -- -- -- -- 116 REMOVE ACCESS CARD 1 1 6B ✓�..�I�./ EXIST \. �\ -- A - - -- - - - EXIST - - _ -- w w -- M A -- -- EXIST t./ -- �- �.-\.�. -�- / ' -- -- 1 REMOVE ALARM SYSTEM _- A A I� / i. 4 // G4 // // G4 // // G3 // // // EXISTING // "UNISLIDE" SLIDING GLASS DOORS OFFICE ACOUSTICAL CEILING 1 1/2" = 1' -0" 1/4" = 1' -0" WALL TYPES EQUIPMENT, BY OWNER SLAT WALL WITH 18" SLATSHELF & DIVIDERS, BY OWNER 3/4 ", STUDS, OR WIRE @ 4' -0" O.C. MAX. SECURE TO STRUCTURE ABOVE & FLATTEN TO ATTACH TO STUDS PER MFR'S RECOMMENDATIONS & TO MEET UBC SEISMIC REQUIREMENTS R -21 BATT INSUL EXISTING ACP CEILING 5/8" GWB, - OVER MTL. STUDS TO MATCH EXISTING ADJACENT @ 24" O.C. W/ SOUND BATTS. 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 NEW RELITES OPEN BELOW FOR TRASH RECEPTACLE WALL MOUNTED WOOD TOP, BY OWNER ELEV FACING SORTER ROOM BREAK ROOM #116 1/4" = 1' -0" LATERAL FILES, BY OWNER 24 "X42" WALL MOUNTED FABRIC PANEL, TYP., BY OWNER 3 " =1' -0" // "UNISLIDE" SLIDING GLASS DOORS DOUBLE SINK GLASS, SEE DOOR AND RELITE SCHEDULE HM FRAME W/ METAL STOP BASE, SEE FINISH SCHDULE FIN FL, SEE FINISH SCHDULE TYP. RELITE HEAD /SILL // // 1,OOR TYP FLOOR LINE FLOOR LINE FLOOR LINE DOOR FRAV I S REF DOOR SCHEDULE r DOOR TYPE "F" FLUSH DOOR WOOD - MATCH EXIST TYPES VISION PANEL, G3 REF DOOR SCHEDULE 1 WOOD - MATCH EXIST REF DOOR SCHEDULE 2 HOLLOW METAL FRAME NOTE: HARDWARE NOTES: ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER 404/T1.3 (2003 ANSI A117.1 SEC. 404.2.6 AND WA STATE ACCESSIBILITY CODE) REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE. LOCK CORE AND KEYING BY OWNER DOOR TYPE "F2" FLUSH DOOR REFER TO FINISH PLAN FOR FINISH SPECIFICATIONS. REF DOOR SCHEDULE REF MANUFACTURER I SPECIFICATIONS REF MANUFACTURER I SPECIFICATIONS G3 // G3 // G3 // DOOR TYPE "5" SLIDING GLASS DOOR (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS) CO 0 0 U- U w 0 Cn 3 SLIDING GLASS DOOR FRAME (UNISLIDE OC TELESCOPIC FULL BREAKOUT SS. 7' -0" OVERHEAD CONCEALED) CO 0 0 U- U w 0 CO DOOR HARDWARE: TYPE A: TYPE B: PASSAGE (YALE, PBR 8801FL, US26D) STOP, WALL (TRIMCO, 1270WVCP) SILENCER (TRIMCO, 1229A HMF) LOCK (YALE, PBR 8805FL, US26D) CYLINDER (BEST, 1 E74 L /CORE) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER (TRIMCO, 1229A HMF) RELT FRAV TYPE C: TYPE D: E TYPES LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LEVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (NORTON, 8501 SNB) STOP (WALL: TRIMCO, 1270WVCP OR OVERHEAD: RIXON, 10 -346 630) SILENCER ( TRIMCO, 1229A HMF) DOOR SCOPE (SECURITY PRODUCTS, WIDE ANGLE, LARGE, ALUMINUM) LOCK, MECHANICAL PUSH BUTTON (TRILOGY, DL2700, LAVER W/ STANDARD KEY AND OVERRIDE CYLINDER) ** CORE AND KEYING BY OWNER CLOSER (PER FABRICATOR RECOMMENDATION) o GLAZI \G SCH G3 CLEAR, TEMPERED GLASS G4 CLEAR GLASS GO INSULATED METAL PANEL GLAZI \G \ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION OTES -DOLE 1. ALL GLAZING TO HAVE A 0.45 MAX. U- FACTOR F AND A 0.45 MAX. SHADING COEFFICIENT tl TIIICK, UL 7G2 LEVEL 3 BULLET RESISTANT LAMINATED GLASS SET INTO A 2 "X4" BALLISTIC MATCI I STOREFRONT. . I IFNIJI I. IE 1AR 04 2000 'RMIIT CENTER Date: Sheet Terminal Sales Building 1932 . First Avenue Suite 408 Seattle, WA 98101. 206.720.7001 phone 206.720.2949 fax www.craftare CONSULTANT KATHRYN M. CRAFT STATE OF WAS- M' N 7052 Sheet Title: Architect of Record h itects.corn W cc co x o m cc a W O a. - 0 co J p O co REGISTERED ARCHITECT scn ISSUE 11/07/2008 FOR PRICING 11/14/2008 FOR PRICING 11/19/2008 FOR PERMIT 12/08/2008 RE— PRICING 01/14/2009 PERMIT RE— SUBMITTAL 03/04/2009 PERMIT REVISION Revisions: 12 /08/2008 OWNER 012/29/2008 CITY 002/27/2009 OWNER REVISIONS ELEVATIONS, SCHEDULES AND WALL TYPES Design: KMC Drawn: KLT, AK Project No: 08- 161.06 Approved: KMR Original drawing is 24" x 36 ". Scale entities accordingly if reduced �o A3.1 COPYRIGHT CRAFTARCHITECTS 2008 0 l''=1'-0" 1"=1'-0” L 2' -1" U.N.O. 1' -8" 2' -1" U.N.O. 3 ,, 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET /DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" DRAWER FACE W/ PLAM. FINISH PER FINISH PLANS NN— BASE, AS SCHEDULED SECTION DRAWER BANK LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE OUTLET MOUNTED IN CABINET, REFER TO ELEVATION MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLAM. FINISH PER FINISH PLANS 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS 3" \ BASE, AS SCHEDULED SECTION TYP MICRO SHELF =1' -0" 1"=1'-0" 1 1' -6" MIN. CLEAR INSIDE 2' -1" U.N.O. 2' -1" U.N.O. N 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF I EDGE FINISH PER FINISH PLANS 7: 'co 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS i SECTION o TYPICAL CABINET BASE, AS SCHEDULED 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE FALSE DRAWER FRONT PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH PIPE INSULATION KIT LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS CONTINUOUS WOOD CANT TO SUPPORT FALSE BASE BASE AS SCHEDULED NO BOTTOM IN CABINET, FLOORING & BASE TO CONTINUE INTO CABINET, PROVIDE BASE AS SCHEDULED LINE OF KNEE SPACE REQUIRED FOR ADA COMPLIANCE SECTION ADA SINK BASE SUSPENDED CEILING NOTES: NOTE: SEISMIC REQUIREMENTS FOR SUSPENDED CEILINGS REFERENCE CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) "SEISMIC 3 -4 GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT -HUNG SUSPENDED CEILING ASSEMBLIES" AND ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 -02 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 9.6 A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED PER IBC 104.11 AND 104.11.1, ARMSTRONG'S "PRELUDE XL" SUSPENSION SYSTEM SHALL BE USED. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE IS ALLOWED TO BE 7/8" WHEN AN ARMSTRONG BERC2 CLIP IS USED AT THE TWO UNATTACHED WALL ENDS WITH A CLEARANCE OF 1/2" TO 5/8 ". THE OTHER TWO ADJACENT WALL ENDS SHALL BE ATTACHED. THE STABILIZER BARS AT THE PERIMETER ARE ALLOWED TO BE ELIMINATED. FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7 -02 9.6.1.3. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7 -02 SECTION A.9.3.3.9. WHICH REQUIRED PERIODIC SPECIAL INSPECTIONS DURING THE ANCHORAGE OF SUSPENDED CEILINGS. MAX. 1 1 0 111111111111111111111 WALL ANGLE 1/8" POP RIVET @ ALL MEMBERS ONE \- MAIN WALL ACCO 8" 4 - #12 GA. SEISMIC SPLAY BRACE WIRES 2- #12 14 GA SCREWS ® STUDS TO T -BAR MAIN RUNNER SCHEDULE MAX. HT OF COMPRESSION STRU STUD SIZE & GA SINGLE STUD DOUBLE S 1 -5/8" x 20 GA SS 7' -8" 11' -8" 2 -1/2" x 20 GA SS 7' -7" 16' -6" 3 -1/2" x 20 GA SS 7' -4" 22' -9" 1 -5/8" x 20 GA WC 10' -0" 11' -6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW @ 18" NTS 3 = 1' -0" #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS USTICAL BOARD RUNNER OR CROSS TEE 1 1/2" COLD ROLLED CHANNEL AT 4' O.C. FURRING CHANNEL CLIP 8 GA. GALVANIZED WIRE HANGERS AT 4' O.C. 25 GA. METAL FURRING CHANNEL AT 24" 0.C. WALL SURFACE 5/8" GYP. BD. CORNER REINFORCEMENT uuuuiuumiumuiimuuumuuuu PROVIDE 1/2" SPACE OPPOSING WALL 8" MAX. b0$% C MTL STUD COMPRESSION STRUT. FOR SIZE & NO. SEE SCHED. BELOW. ATTACH ® PURLIN ABOVE W/ 2 #8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. REVIEWED FOR f ODE COMPLIANCE APPROVED MAR 0 6 2009 o.c. City of Tukwila BUILDING DIVISION P SUSPENDED CEILING DE AIL 2" MIN. 6" MAX. 1% . CEIVED AR 04 2009 —'/‘"" FRIAR CENTER SUSPENDED GYP. BD. CEILING Terminal Sales Building 1 932 First Avenue Suite 408 Seattle, WA 98101'. 206.720.7001 phone 206.720.2949 Fax www.craftarc CONSULTANT 1052 ISSUE 11/07/2008 11/14/2008 11/19/2008 12/08/2008 01/14/2009 03/04/2009 Revisions: 12/29/2008 02/27/2009 Sheet Title: Date: Design: Drawn: Project No: Approved: Scale entities Sheet No: Architect of Record hite cts.corn W x .o O >- Q CO CC O o_ O cD L p co REGIST RcD ARCHITE T 'IEf WI M trHR.I WON FOR PRICING FOR PRICING FOR PERMIT RE— PRICING PERMIT RE— SUBMITTAL PERMIT REVISION 12/08/2008 OWNER CITY OWNER REVISIONS CEILING DETAILS, CASEWORK DETAILS Original drawing is 24" x 36 ". accordingly if reduced A4 COPYRIGHT CRAFTARCHITECTS 2008 KMC KLT, AK 08- 161.06 KMR