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Permit D11-351 - SAVVIS - OFFICES AND CONFERENCE ROOM
SAVVIS 12301 TUKWIIA INTERNATIONAL BL D11 -351 City ofbI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0923049367 Permit Number: D11 -351 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Issue Date: 11/29/2011 Suite No: Permit Expires On: 05/27/2012 Project Name: SAVVIS Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: RON MYERS Phone: 206 - 988 -6562 Address: 12301 TUKWILA INTERNATIONAL BL - 1ST FLOOR , TUKWILA WA 98168 Contractor: Name: FISH ON CONSTRUCTION LLC Address: 14619 SHERMAN DR NW , GIG HARBOR WA 98332 Contractor License No: FISHCCL917QE Phone: 253- 886 -2523 Expiration Date: 11/29/2013 DESCRIPTION OF WORK: NON - STRUCTURAL CONVERSION OF A PORTION OF EXISTING DATA CENTER TO OFFICES AND CONFERENCE ROOM. NO CHANGE TO EXISTING EXITING SYSTEM. Value of Construction: $26,000.00 Fees Collected: $993.76 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-A Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -351 Printed: 11 -29 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: L \ J' ► ( I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfori nce •f work. I . • - % ed to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: I ` -")4 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11-351 Printed: 11 -29 -2011 7: All construction shall be done in conform a with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, Washingt to Energy Code. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 25: Maintain sprinter 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) doc: IBC -7/10 D11 -351 Printed: 11 -29 -2011 26: Sprinklers shall be installed under fixe tructions over 4 feet (1.2 m) wide such as d�decks, open grate flooring, cutting tables, shelves and overhea doors. (NFPA 13- 8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 28: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 29: 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) 30: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: 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. 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -351 Printed: 11 -29 -2011 CITY OF TUK•A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.TukwilaWA.gov PueblicAWorks}PerrrutNo.� a �t Prole& No (Fonofce zise;only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** &SITE`LOCATION' d4 P . i iZ ;: 011 >.. _ King Co Assessor's Tax No.: 092304 -9367 Site Address: 12301 Tukwila Intl Blvd, Tukwila 98168 Tenant Name: Sawis Property Owners Name: International Gateway West L.L.C. Mailing Address: 12201 Tukwila Intl Blvd, 4th Floor Suite Number: Floor: 1 New Tenant: ❑ Yes 0 .. No Tukwila City WA State 98168 Zip .�` m��A�`� .�2a.� CONTACTMERSON /who do we,contactrwhen yourrperit is ready to be.lssued Name: Ron Meyers w/ Sawis Mailing Address: 12301 Tukwila Intl Blvd, 1st Floor E -Mail Address: Ron.Meyers @sawis.net Day Telephone: (206) 988 -6562 Tukwila WA 98168 City State Fax Number: (206) 835 -8526 Zip SGENERAL CONTRACTOR INFORMATION'S 'i x "ilpeWcksu?', "'x..•irk�. &k �#tF`..e5'y� y.yi`,'$ft`�i�.w. p+an -h -a�.y.:s. r r,�.�.Fs^s�.aa. r: 6 .c; k(Contractor Information fors;MechanicalApgAfor ilmbingfand Gas Iltpmgi(pg 5)) Company Name: Fish On Construction L.L.C. Mailing Address: 14619 Sherman Dr NW Contact Person: Stephen Cox E -Mail Address: Contractor Registration Number: FISHCCL917QE Gig Harbor City Day Telephone: Fax Number: Expiration Date: 11/05/2011 State (253) 886 -2523 98332 Zip � w. a CvF u+ack^k'df(.'ti9"a� S {� 2 ARC)EIITECT OF RECORD Allplans must be stamped =by Architectaof Recort Company Name: Sclater Partners Architects, PC Mailing Address: 414 Olive Way, Suite 300 Contact Person: Phaedra Lankutis E -Mail Address: Phaedra @sclaterpartners.com Seattle City Day Telephone: Fax Number: (..�� 98122 State Zip (206) 624 -8682 (206) 621 -8445 ENGINEERROFFRECORDAll plea s musttbe stampedfbyEngineer of Recoil s Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 Li1N P T mot 0643`367 Valuation of Project (contractor's bid price): $ 26,000.00 Existing Building Valuation: $ 9,367,400.00 Scope of Work (please provide detailed information): Non - structural conversion of a portion of existing data center to offices and conference room. No change to existing exiting system. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. 1Proyide All Bu�IdtngtAreas m Square Footage Below 00,'- an 01- 1X4nb1 ' e4 fG42` : li aal e,'`5:- k, x 'u t7W.S ' sf° '' -•wj; . t, �a f �, ^tom i f # ': ate. - �" ^CMS s'A•i �wc �r �'ESJp�% 'E Existing ;� ' .. s/ - .' `6' kK' a-� „`'{ : Interior.; Remodel , r ix Addition to..; i:" �, o-i`+ + fExtsttng� ,x44� ,s.: M,z e.�.'MG Structure € aai. i +• ., $,Construction ��i New, � xr Type of ti , tType;of x:v c k.�,'4 ,l, per y % IBG,;: ,.m zf ., i .-t'r b'?.s ',Occupann" cy per.. '4;m t IBC � lg` Floors r n 28,100 560 0 0 I I -A B 2nd'FIOOr, ` hie' F1666 `N. -;, _thrul ?.ik`,1' - Basement 'f''" •ccessory;Stiiiefure* cr EJy !, ,t0:,1k�...t_CIs-'. �y V V hi {— AJOVIIt� - vAttaclied'Garage [ a (EX 1411$.14) Detacheed,Garage t� ;Attached Carportfy` Detaefied Carport fi ! f' WWY 0 N. Covered Decker y . t% t -����x , �,, ,�( - ".�} r rg } 4 �'d� ��ir �' ��d•y'T. '��Si filar x Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and .storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:''Applications \Fortes- Applications On Line2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 ERMIT APPLICAgTION NOTES` `Applica 1 a li in th rirl pLcat on 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 NER OR ORIZED AGENT: Signature: Print Name: P aedra Lankutis, Sclater Partners Architects, PC Mailing Address: 414 Olive Way, Suite 300 Date: Ia -24 - I 1 Day Telephone: (206) 624 -8682 Seattle WA 98122 City State Zip Date Application Accepted: (Q,(. (1 Date Application Expires: Staff Initials: H:\ApplicationsTorns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0923049367 Permit Number: D11 -351 Address: 12301 TUIKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 10/26/2011 Applicant: SAVVIS Issue Date: Receipt No.: R11 -02558 Initials: User ID: Payee: WER 1655 Payment Amount: $604.05 Payment Date: 11/23/2011 11:15 AM Balance: $0.00 SEQUOYAH LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 531108 604.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 599.55 640.237.114 4.50 Total: $604.05 doc: Receiot -06 Printed: 11 -23 -2011 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http://www.TukwilaWAsov RECEIPT ParcelNo.: 0923049367 Permit Number: D11 -351 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 10/26/2011 Applicant: SAWIS Issue Date: Receipt No.: R11 -02339 Payment Amount: $389.71 Initials: WER Payment Date: 10/26/2011 09:27 AM User ID: 1655 Balance: $604.05 Payee: PHAEDRA LANKUTIS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02554D ACCOUNT ITEM LIST: Description 389.71 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 389.71 Total: $389.71 doc: Receiot -06 Printed: 10 -26 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 01( -35 t Project, //r '! Type`gfllnecti d 14` Address:* Date Cl IIr 2 f`l Speciarinstructions: Date Wanted:. 2 — ( --1 . . p.m. Requester: Pao: Approved per applicable codes. Corrections required prior to approval. co COMMENTS: Yrr Insp ctor. �j / I Date: L. t J� n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 g. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPEC TION NO. Projec • itt VV t S Type of Inspection: SOS. C.: t.._:/‘&. ( Address: i ?01 1Z3 Date Called: Special Instructions: Date Wanted:.! a.m 1 -1 t2._ p.m. Requester: Phone — q2 °_11qJ1 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: px_irr - :x.L Al ()I-OJ,, -L. -- 01c --o v r` S U gJ e c1 V e 1 l..i ( ' MO .Set.'n k< er A tit/ 1C () AA C A e A e A.! ( M eA Inspecyifr: Date: ri ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. �� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 01( -3s / Project- .5 A -wis Type of Inspection: s fLT A,t•i., 71 G Address: i 2-3 4.3 ( l& Date Called: Special Instructions: 2,0(a :1 (% Ik ,t9 J t/ 1 s Date Wanted:. f W. 1 Z� �'� p.m. Requester: Pl,o7 S3 _q21- lg3q Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0//- 3.57 /2 S- ac-z- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila,; Wa. 98188 206 - 575 -4407 Project: .5",4 vv, s Sprinklers: , Type of Inspection: Address: 12 3A) Suite #: 7 m Contact Person: Special Instructions: • Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: , . Fire Alarm: Hood & Duct: Monitor: • e4 a1 77? 1415 S °Sfla-� 4 ( >-y e. i''''401 - V vr.'n le ),cj . , n e / lv if iieG i4.4. . -0,0 % Ai ' , L -. l 4L . i • , . Needs Shift Inspection: Sprinklers: , W Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - \ ` A, Permits: Occu an T e: cY Type: Inspector: "ii /s- 3, Date: z J F/z z.4 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • •• • : • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0// iz- s-lg - PERMIT; NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 54 I, ✓,- $ ' � -.• ' •--f -', '4, . Type of Inspection: S`oi ,..4, C ►c... Cv.rc... Address: 127 6' Suite #: Ts 3 Monitor: Contact Person: T4S°vo' Special Instructions: .\ Permits: .. ---\ Phone No.: V2S--- 213— '711/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprij1klers: Fire Alarm: ri Hood &Duct: Monitor: Hrs.: Pre -Fire: Permits: Occupancy Type: Inspector: c Yh 5-3 Date: Z- )) ) ) 2-. Hrs.: J $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 r' 414 Olive Way, Suite 300 Seattle, WA 98101 Tel 206:624.8682 Fax 206.621.8445 November 15, 2011 Allen Johannessen Plans Examiner Building Division, City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 RE: Savvis TI (Project #D11 -351) Dear Mr: Johannessen: Per our conversation today, I am submitting this letter in response to your comments on this permit submittal. A copy of your review letter is attached. As discussed, the door to Office 111 meets ADA clearance requirements because it does not have a closer. This is noted on the door schedule on sheet A14.1. Reference Figure 404.2.3.1.b of ICC /ANSI Al 17.1. This is also noted on our Accessibility sheet A0.2. Please call me if you have any questions. Respectfully, Sclater Partners Architects PC aedra Lankutis, AIA, LEED AP Associate CORRECTION LTR # RECEIVED NOV 16 2011 T CENTER • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 8, 2011 Ron Meyers Savvis 12301 Tukwila International Bl, 1St Floor Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D11 -351 Savvis —12301 Tukwila International Bl Dear Mr. Meyers, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -351 W:\Permit Center\Correction Letters\2011\D11 -351 Correction Letter tl1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 2, 2011 Project Name: SAWIS Permit #: D11 -351 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The door to office 111 does not meet the accessible clearance requirements as a result of the post outside the office door. However if the door was relocated on the other side of the room, that location should be sufficient to meet the code requirements and have the required 12 inch clear space by the door . Please revise plan to show the door positioned to meet ADA maneuvering clearance at doors. (ANSI 404.2.3) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -351 DATE: 11 -16 -11 • PROJECT NAME: SAVVIS SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued D PARTMENTSI: 4I B llding Division t� Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator of DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 11 -1 7-11 Not Applicable Comments: Permit. Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -15 -11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAN ING SLIP ACTIVITY NUMBER: D11 -351 DATE: 10 -26 -11 PROJECT NAME: SAVVIS SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _ Revision # After Permit Issued DEPA TMENTS: g D vision \� Public Works 4siG l�- ( Ay, N� l0 fi ire Prevention Planning Division Structural U Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-27 -11 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11-24-11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ik--S---‘k Departments issued corrections: Bldg Dc Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t l CO 'II Plan Check/Permit Number: D11-351 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Savvis Project Address: 12301 Tukwila International Bl Contact Person: YOkk A 1,--A1I-1/41itS Phone Number: 2-0(c - Io14—tlof.52-- Summary of Revision: 140 VGVi ior• 4-0 arbiwl j V ∎ Y • 4 Caned \e4( Sv vinmaciZU ayt e,w\e4A - d i SCVSSed Via -phov`e_- iitsal- y10 Zvi Sior\ i s Tett,tAi ad tt(V 16 2011 Sheet Number(s): N I A PER "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on `applications\forms- applications on Iinelrevision submittal Created: 8 -13 -2004 12 n.nne.L Contractors or Tradespeople Pinter Friendly Page • 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 FISH ON CONSTRUCTION LLC UBI No. 602967498 Phone 2538862523 Status Active Address 14619 Sherman Dr Nw License No. FISHCCL917QE Suite /Apt. License Type Construction Contractor City Gig Harbor Effective Date 11/5/2009 State WA Expiration Date 11/29/2013 Zip 98332 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date COX, STEPHEN W Partner /Member 11/05/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6679737 11/05/2009 Until Cancelled $12,000.00 11/05/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Liberty Northwest Ins Corp BKS54311050 11/04/2011 11/04/2012 $1,000,000.0010 /21/2011 1 LIBERTY NORTHWEST INS CORP BH054311050 11/05/2009 11/04/2011 $1,000,000.0010 /07/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 11/29/2011 ABBREVIATIONS GENERAL NOTES PROJECT DESCRIPTION L T. AB A/C ACT AFF AL ANCH ANOD APPROX ARCH ASPH BD BITUM BLDG BLK BLKG BM BOT BRG BSMT BUR CB CD CER CAB CI CIP CJT CLG CLJ CLR CMU CNTR CO COL CONC CONN CONSTR CONT CORR CPT CT CTR CSK CW CY DBL DEPT DET DF DIA DIFF DIM DISP DN DO DR DS DSP DT DWG DWR ANGLE CENTERLINE POUND OR NUMBER ANCHOR BOLT AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALUMINUM ANCHOR ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BASEMENT BUILT -UP ROOFING CATCH BASIN CEILING DIFFUSER CERAMIC CABINET CAST IRON CAST IN PLACE CONSTRUCTION JOINT CEILING CONTROL JOINT CLEAR CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER COUNTERSUNK COLD WATER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DOWNSPOUT DRY STANDPIPE DRAIN TILE DRAWING DRAWER E EAST (E) /EXIST EXISTING EA EACH EB EJ EL ELEC ELEV EMER ENCL EQ EQUIP EXT FA FD FND FE FEC FF FH FHC FIN FIXT FLASH FLR FLUOR FOC FOF FOM FOS FRP FS FT FTG FURR GA GALV GC GB GL GND GT GWB GYP EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR/ELEVATION EMERGENCY ENCLOSURE EQUAL EQUIPMENT EXTERIOR HB HC HDR HDWD HDWE HT HM HCW HORIZ HR H.R. HVAC HW HWT ID INCL INT JAN JST JT L &P LAM LAV LB LF LKR LT LTL LVR MAS MAT MAX MC MECH MEZZ MFD MFR MH MIN MIR MISC MLDG MLWK MO MON MRD MS MTD MTL MUL N NIC NOM NTS OC OD OFF OH OPP PCT PED PERF PL PLAM PNL PNT PART PLYWD PR PREFAB PROP PT PTD PTD /R FIRE ALARM FLOOR DRAIN /FIRE DAMPER FOUNDATION PVC FIRE EXTINGUISHER PVMT FIRE EXTINGUISHER CABINET FACTORY FINISH QT FIRE HYDRANT FIRE HOSE CABINET FINISH FIXTURE FLASHING FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIBERGLASS REINFORCED PLASTIC FULL SIZE /FLOOR SINK FOOT /FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GRAB BAR GLASS GROUND GLAZED TILE GYPSUM WALLBOARD GYPSUM R RA RAD RB RD REF REFR REG REINF REQ'D RESIL RET RFG RM RO ROW S SAN SCW SCD SCHED SECT SD HOSE BIBB HANDICAPPED HEADER HARDWOOD HARDWARE HEIGHT HOLLOW METAL HOLLOW CORE WOOD HORIZONTAL HOUR HANDRAIL HEATINGNENTILATING / AIR CONDITIONING HOT WATER HOT WATER TANK INSIDE DIAMETER INCLUDE INTERIOR JANITOR JOIST JOINT LATH & PLASTER LAMINATE LAVATORY LAG BOLT LINEAL FOOT LOCKER LIGHT LINTEL LOUVER MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEZZANINE METAL FLOOR DECK MANUFACTURER MANHOLD MINIMUM MIRROR MISCELLANEOUS MOULDING MILLWORK MASONRY OPENING MONUMENT V METAL ROOF DECK --Y--B MACHINE SCREW MOUNTED METAL MULLION SHR SHT SHTG SIM SLR SND SHOWER SHEET SHEATHING SIMILAR SEALER SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS SERVICE SINK SST STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T T &G TB TC TD TDW TEL TEMP TER THRES TOC TOP TOS TOW TP TPD TPART T TYP UNO UR UTIL NORTH NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OFFICE OVERHEAD OPPOSITE PORCELAIN TILE PEDESTRIAN /PEDESTAL PERFORATED PLATE PLASTIC LAMINATE PANEL PAINT PARTITION PLYWOOD PAIR PREFABRICATED PROPERTY POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE POLYVINYL CHLORIDE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS RUBBER BASE ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT RETURN ROOFING ROOM ROUGH OPENING RIGHT OF WAY SOUTH SANITARY SOLID CORE WOOD SEAT COVER DISPENSER SCHEDULE SECTION SOAP DISPENSER/SOAP DISH /STORM DRAIN VCT VD VENT VERT VEST VG VIF VP W W/ WAIN WC WD WG WKPT W/0 WP WR WSCT WT WWF PAINT PNT EN FWP FE SGE GE SE TOILET TONGUE & GROOVE TOWEL BAR TOP OF CURB/TOP OF CONCRETE TOWEL DISPENSER TOWEL DISPENSER & WASTE TELEPHONE TEMPERED TERRAZZO THRESHOLD TOP OF CURB TOP OF PLATE TOP OF STEEL TOP OF WALL TOP OF PAVEMENT TOILET PAPER DISPENSER TOILET PARTITION TREAD TYPICAL UNLESS NOTED OTHERWISE URINAL UTILITY VINYL VAPOR BARRIERNINYL BASE VINYL COMPOSITION TILE VOLUME DAMPER VENTILATION, VERTICAL VESTIBULE VERTICAL GRAIN VERIFY IN FIELD VENEER PLASTER WEST WITH WAINSCOT WATER CLOSET WOOD WIRE GLASS WORK POINT WITHOUT WATERPROOF WATER RESISTANT/WASTE RECEPTACLE WAINSCOT WEIGHT WOVEN WIRE FABRIC PAINT ENAMEL FLAT WALL PAINT FLAT ENAMEL FINISH SEMI -GLOSS ENAMEL FINISH GLOSS ENAMEL FINISH SATIN ENAMEL FINISH STAIN AND VARNISH S SV SVF SVG SVS SVSG V CE FTS FF FWC PT QT RB SLD SV TS T &S VB VCT VT VWC WB STAIN STAIN & VARNISH FLAT FINISH GLOSS FINISH SATIN FINISH SEMI -GLOSS FINISH VARNISH CERAMIC TILE FIRETAPE & SAND (ONLY) FACTORY FINISH FABRIC WALL COVERING PAVER TILE QUARRY TILE RUBBER BASE SEALED SHEET VINYL FINISH TAPE & SAND (ONLY) TAPE & SPACKLE VINYL BASE VINYL COMPOSITION TILE VINYL TILE VINYL WALL COVERING WOOD BASE 1. THE CONTRACTOR SHALL PERFORM ALL OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER LOCAL, STATE AND NATIONAL CODES OR REGULATIONS HAVING JURISDICTION. 2. THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES, CERTIFICATE OF OCCUPANCY, AND APPROVALS EXCLUDING A BUILDING PERMIT AND UNLESS SPECIFICALLY EXCLUDED BY CONTRACTOR. 3. COPIES OF ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES SHALL BE DELIVERED TO THE MALL AND A COPY OF THE SAME SHALL BE POSTED IN A PROMINENT PLACE WITHIN THE PREMISES PRIOR TO THE COMMENCEMENT OF THE WORK. FAILURE TO COMPLY WITH THE ABOVE WILL RESULT IN STOPPAGE OF JOB SITE CONSTRUCTION. 4. ALL THE WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED. DRAWING DOCUMENTS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWING DOCUMENTS. DRAWINGS SHALL NOT BE SCALED. 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING DELIVERY AND REMOVAL OF MATERIALS, EQUIPMENT, ETC. TO AND FROM THE PREMISES. REMOVAL OF TRASH AND DEBRIS SHALL BE DAILY. 7. AT THE TIME OF EACH INCREMENTAL CONSTRUCTION PAYMENT RECEIVED, THE CONTRACTOR SHALL PROVIDE A LIEN WAIVER IN THAT AMOUNT TO THE OWNER. ADDITIONAL PROGRESS PAYMENTS WILL BE SUBJECT TO THE RECEIPT OF SAID DOCUMENT. AT THE COMPLETION OF THE WORK A LIEN WAIVER FOR THE ENTIRE AMOUNT SHALL BE PROVIDED PRIOR TO FINAL PAYMENT. ALL LIEN WAIVER DOCUMENTS SHALL BE IN COMPLETE CONFORMANCE WITH ALL LOCAL AND GOVERNMENTAL AGENCIES AND SHALL BE BINDING LEGAL INSTRUMENTS. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE CONTACT TO THE SITE FOR THE DURATION OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, FIXTURES, ETC. ON THE CONSTRUCTION SITE FROM LOSS OR DAMAGE FROM ANY CAUSE AND SHALL REPLACE OR REPAIR DAMAGED WORK AT NO COST TO OWNER INCLUDING OWNER SUPPLIED ITEMS UNDER HIS JURISDICTION. 10. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND BY DULY LICENSED ELECTRICIANS. 11. THE CONTRACTOR SHALL NOT START WORK UNTIL HE HAS THE OWNER'S WRITTEN APPROVAL FOR ALL SUBCONTRACTORS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITY CONNECTIONS. PAYMENT OF UTILITY CHARGES FOR THE WORK IS BY OWNER. 13. THE CONTRACTOR SHALL LOCATE TWO (2) TEMPORARY FIRE EXTINGUISHERS IN THE CONSTRUCTION PREMISES DURING CONSTRUCTION. FIRE EXTINGUISHERS SHALL BE #2A 10 BC 5LBS RATING UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITIES. 14. THE CONTRACTOR SHALL PROVIDE FIRE TREATED BLOCKING AS REQUIRED TO SUPPORT ITEMS AS NOTED IN DRAWINGS. 15. ALL WOOD FRAMING AND BLOCKING SHALL BEAR MILL STAMP. ALL EXTERIOR WOOD MUST BE PRESSURE 84 FIRE TREATED. ALL USES OF FIRE TREATED WOOD SUBJECT TO IBC 603.1. 16. SAMPLES OF ALL FINISHES AND PAINT COLORS SHALL BE SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK. 17. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND PROTECT ALL UTILITIES AND CAP OR RELOCATE AS NECESSARY. MAINTAIN SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION SCHEDULE. 18. ALL CONDITIONS CONTAINED IN THE LATEST EDITION OF THE A.I.A 201 "GENERAL CONDITIONS OF THE CONTRACT" SHALL BE INCORPORATED INTO THESE GENERAL NOTES AND SHALL BE BINDING TO THE CONTRACT AS IF WRITTEN HEREIN. 19. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW AND FREE FROM DEFECT UNLESS NOTED TO OWNER AS RE -USED OR CALLED OUT ON DRAWINGS AS CLEANED, RELOCATED, RE -USED. 20. THE CONTRACTOR SHALL GUARANTEE ALL THE WORK AND MATERIALS OF EACH TRADE AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE CERTIFICATE OF OCCUPANCY. SHOULD DEFECTS DEVELOP DURING THIS PERIOD, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS AT NO COST TO OWNER. 21. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT IN CHARGE OF THE WORK WHO SHALL BE ON THE JOB EACH DAY TO PLAN THE SEQUENCE AND PROGRESS OF THE WORK, LAYOUT AND DIRECT THE WORK, AND CALL FOR ALL REQUIRED INSPECTIONS. HE /SHE SHALL ALSO REPORT ON THE PROGRESS OF THE WORK AND MAINTAIN THE CONSTRUCTION SCHEDULE. 22. UPON COMPLETION OF THE WORK THE PREMISES SHALL BE FULLY CLEANED AND VACUUMED PRIOR TO HANDING OVER TO OWNER. THE CLEANING CHECK LIST SHALL INCLUDE: a. REMOVE & PROPERLY DISPOSE OF ALL TRASH AND CONSTRUCTION DEBRIS. b. REMOVE ALL EXCESS CONSTRUCTION MATERIAL. 23. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 4 INCHES FROM FACE OF FINISH AT ADJACENT RIGHT ANGLE WALL TO EDGE OF DOOR OPENING. 24. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS DOORS IF REQUIRED BY THEIR WORK. OBTAIN THE ARCHITECT'S APPROVAL IN LOCATION. 25. DO NOT SCALE DRAWINGS: DIMENSIONS SHALL GOVERN, DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS & NOTES SHALL GOVERN OVER ALL. 26. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE: a. TO THE FACE OF STUD PARTITIONS AND FURRING. b. TO THE FACE OF MASONRY OR CONCRETE WALLS. c. TO THE COLUMN GRID LINES. d. TO THE FACE OF EXISTING WALLS. e. AS SHOWN DRAWING SYMBOLS REVISIONS No changes shall b made to the scope of work withDI.:;:.prior approval of Tukwila k'Aui;c;ing Division. r NCTC: FMvisiuns will requi ' ' a new plan submittal 1. and may include addition:: I plan review fees. 1 AREVISION DELTA CORRIDOR ROOM 1 213 1 IDENTIFICATION DETAIL CALLOUT PHOTO DETAIL CALLOUT COLUMN /GRID LINE NON - STRUCTURAL CONVERSION OF A PORTION OF EXISTING DATA CENTER TO OFFICES AND CONFERENCE ROOM. NO CHANGE TO EXISTING EXITING SYSTEM. PROJECT TEAM PROJECT DATA ALL WORK TO CONFORM TO ALL APPLICABLE BUILDING CODES INCLUDING BUT NOT LIMITED TO: 1) WASHINGTON STATE BUILDING CODE, INCLUDING THE FOLLOWING, WITH ALL STATE AMENDMENTS: A) 2009 INTERNATIONAL BUILDING CODE B) 2009 INTERNATIONAL MECHANICAL CODE C) 2009 INTERNATIONAL FIRE CODE D) 2009 UNIFORM PLUMBING CODE E) 2009 WASHINGTON STATE ENERGY CODE 2) ICC /ANSI A.117.1 -2009 & DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ACCESSIBILITY REQUIREMENTS) 3) 2008 NATIONAL ELECTRICAL CODE, AND RELATED ADOPTED STANDARDS PER WAC 296 -46B -010. OCCUPANCY GROUP: "B" OFFICE OVER TYPE "S -2" PARKING STRUCTURE (EXISTING) CONSTRUCTION TYPE: TYPE II -A (OFFICE BUILDING, EXISTING) TYPE I (PARKING STRUCTURE, EXISTING) FULLY SPRINKLERED PER NFPA 13, QUICK RESPONSE HEADS (EXISTING) FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR CORRIDOR IS MAINTAINED BUT NOT REQUIRED ALLOWABLE HEIGHT: NOT APPLICABLE ALLOWABLE AREA: NOT APPLICABLE PROJECT ADDRESS: INTERGATE BUILDING A 12301 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 LEGAL DESCRIPTION: INTERGATE WEST LOT C KING COUNTY ASSESSOR'S TAX NO. 092304-9367 COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING-COUNTY, WASHINGTON THAT IS S 89 °16'35" E 100.00 FEET FROM THE NORTHWEST -CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE S 24 °13'53" E 567.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 66 °35'01" E 120.47 FEET; THENCE N 20 °2323" W 27.58 FEET; THENCE N 65 °32'34" E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT -OF WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH ST. TO JCT. S.S.H. NO. 1 -K APPROVE JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24 °27'26" E 110.84 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE N 65 °32'34" E 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24 °27'26" E 200.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE N 65 °32'34" E 20.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24 °27'26" E 126.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 2805.00 -FOOT RADIUS NON - TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 65 °32'34" W), THROUGH A CENTRAL ANGLE OF 0 °12'18" A DISTANCE OF 10.03 FEET; THENCE S 65 °30'25" W 199.33 FEET; THENCE S 22 °47'01" W 21.44 FEET; THENCE S 63 °32'48" W 62.13 FEET; THENCE S 65 °46'07" W 58.17 FEET; THENCE N 24 °13'53" W 402.19 FEET THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 129,298 SQUARE FEET OF LAND MORE OR LESS. SITE AREA: NOT APPLICABLE AREA OF WORK: APPROX. 560 SF WITHIN EXISTING BUILDING EXITING: EXISTING EXITING SYSTEM NOT MODIFIED. TENANT SAWIS 12301 TUKWILA INTERNATIONAL BLVD. 1ST FLOOR TUKWILA, WA 98168 PH: (206) 988 -6562 FAX: (206) 835 -8526 CONTACT: RON MEYERS OWNER INTERNATIONAL GATEWAY WEST L.L.C. 12201 TUKWILA INTERNATIONAL BLVD. 4TH FLOOR TUKWILA, WA 98168 -5121 PH: (206) 281 -8700 CONTACT: MARCHELLE MORAN BUILDING MANAGER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. 4TH FLOOR TUKWILA, WA 98168 -5121 PH: (206) 281 -8700 CONTACT: SANDRA SUSKIC REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 BUILD NG T f ' ARCHITECT SCLATER PARTNERS ARCHITECTS 414 OLIVE WAY, THIRD FLOOR SEATTLE, WASHINGTON 98101 PH: (206) 624 -8682 FAX: (206) 621 -8445 CONTACT: JAY REEVES, PHAEDRA LANKUTIS CONTRACTOR FISH ON CONSTRUCTION LLC 14619 SHERMAN DR NW GIG HARBOR, WA 98332 PH: (253) 886 -2523 CONTACT: STEPHEN COX ELECTRICAL CONTRACTOR SEQUOYAH ELECTRIC, LLC 15135 NE 92ND ST REDMOND, WA 98052 PH: (425) 814 -6000 FAX: (425) 814 -6003 CONTACT: CHRIS NICHOLS ila !SION MECHANICAL CONTRACTOR MACDONALD MILLER FACILITY SOLUTIONS 7717 DETROIT AVE SW SEATTLE, WA 98106 PH: (206) 763 -9400 FAX: (206) 767 -6773 CONTACT: DRAWING INDEX A0.0 PROJECT INFORMATION A0.2 ACCESSIBILITY A1.0 SITE /REFERENCE PLAN A2.1 DEMO, FLOOR, AND REFLECTED CEILING PLANS, DETAILS A14.1 WALL TYPES AND DETAILS, DOOR & ROOM FINISH SCHEDULES NOTE: MECHANICAL & ELECTRICAL WORK UNDER SEPARATE PERMIT pll 351 EXITING PLAN VICINITY MAP EXISTING OFFICE AREA 2,887 SF / 100 SF /OCC = 29 OCCUPANTS SEPARATE PERMIT REQUIRED FOR: Meichanical Elf Meal Plumbing Gas Piping City o4 Tukwila BUILDING DIVISION CONTROLLED ACCESS DOOR; NOT AN EXIT (EXISTING) SPACE CONVERTED FROM BUSINESS TO ASSEMBLY (UNCONCENTRATED / TABLES & CHAIRS) OCCUPANCY @ CONFERENCE ROOM: 174 SF / 15 SF /OCC = 12 OCC. WAS 174 SF / 100 SF /OCC = 2 OCC. =10 ADDITIONAL OCCUPANTS 50' MAX. PER IBC 1018.4.2 DISTANCE TO EXIT= 175' +/- EXIST. DATA CENTER AREA OF WORK APPROXIMATE AREA OF CONSTRUCTION: 1560 SF TOTAL OCCUPANTS IN AREA OF WORK AND EXISTING OPEN OFFICE: 29 + 10 - 1 EXIT REQUIRED IN AREA OF WORK; 1 PROVIDED (EXISTING) MINIMUM EGRESS WIDTH REQUIRED: 30 x .2" PER OCCUPANT = 6" REQUIRED; COMMON PATH OF TRAVEL: 100' MAX. WITH SPRINKLERED (NOT APPLICABLE EXIT TRAVEL DISTANCE: 300' MAX. WITH SPRINKLERED NO CHANGE TO EXISTING EXITING SYSTEM BUSINESS OCCUPANCY 344 SF / 100 SF /OCC = 4 OCC. (NO CHANGE TO EXISTING OCCUPANCY) 9 = 30 OCCUPANTS SPACE CONVERTED FROM ASSEMBLY TO BUSINESS OCCUPANCY 164 SF / 100 SF /OCC = 2 OCC. WAS 164 SF / 15 OF /OCC = 11 OCC. = 9 FEWER OCCUPANTS (NO WORK THIS AREA; FF &E ONLY) 33" PROVIDED IN AREA OF WORK SINCE ONLY 1 EXIT IS REQUIRED) FILE COPY Permit No.. .> Plan review approval Is subject to errors and Approval of construction documents does not authorize the violation of any added code or ordinance. Receipt of approved Fled Copy and isadarowledged: BY Boeing Field RECEIVED OCT 2 6 2011 PERMIT CENTER City Of 1likwlla EUi��VISiON 0 8' 16' 32' ai)64' - Sea -Tac Intl Airport NORTH 414 Olive Way, Fhird Floor Seattle, WA 98101 re- O a o� Z W Ca L11 co 0 I C 3 01; O acs1 g%I'm El) co 11 � ttttttJ � tt� a STAMP PRINCIPAL IN CHARGE JER PROJECT MANAGER(S) pM L REVIEWED BY DRAWN BY JER PML Contractor to verify all conditions on site before proceeding with the Work. Copyright c02011 Sclater Partners Architects PC. All rights reserved. REV # DATE DESCRIPTION SHEET TITLE PROJECT INFORMATION DATE PROJECT NUMBER 24 OCT '11 11 )0(.001 SHEET NUMBER A0.0 XREF FILES: 0 0 0 \OTES ALL NEW CONSTRUCTION TO COMPLY WITH CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE, • 2009 EDITION. THIS INCLUDES ICC /ANSI 117.1 -2009 WITH WASHINGTON STATE AMENDMENTS. ALL NOTES ON THIS PAGE ARE REPRESENTATIVE OF THOSE PARTS OF REFERENCED STANDARDS • WHICH ARE DEEMED TO BE PERTINENT TO DESIGN FOR ACCESSIBILITY, ESPECIALLY AS REFLECTED IN FEDERAL LAW. SECTIONS LISTED REFER TO ICC /ANSI 117.1-2009 UNLESS NOTED OTHERWISE. ALL NOTES ON THIS PAGE ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES AND DO NOT • SUPERSEDE DETAILS IN THE CONSTRUCTION DOCUMENT SET. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THESE REGULATIONS AND THE CONSTRUCTION DOCUMENT SET BEFORE PROCEEDING WITH WORK. FLOOR SPACE CLEARANCE 305 CLEAR FLOOR SPACE 305.1 GENERAL A CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 305 305.2 FLOOR SURFACE FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302. 305.3 SIZE THE CLEAR FLOOR SPACE SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH. 305.4 KNEE AND TOE CLEARANCE UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. 305.5 POSITION UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 305.6 APPROACH ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 305.7 ALCOVES IF A CLEAR FLOOR SPACE IS IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES COMPLYING WITH SECTIONS 305.7.1 AND 305.7.2 SHALL BE PROVIDED AS APPLICABLE. 305.7.1 PARALLEL APPROACH WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE ALCOVE SHALL BE 60 INCHES MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES. 305.7.2 FORWARD APPROACH WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, THE ALCOVE SHALL BE 36 INCHES MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES. KNEE A D TOE CLEARANCE 306 KNEE AND TOE CLEARANCE 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 306. ADDITIONAL SPACE BEYOND KNEE Sc TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. 306.2 TOE CLEARANCE. 306.2.1 GENERAL SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES (230 MM) ABOVE THE FLOOR SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. 306.2.2 MAXIMUM DEPTH TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" (635 MM) MAXIMUM UNDER AN ELEMENT. 306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 17" MINIMUM BENEATH THE ELEMENT. 306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES (150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 MM) ABOVE THE FLOOR SHALL NOT BE CONSIDERED TOE CLEARANCE. 306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30" INCHES (760 MM) MINIMUM IN WIDTH. 306.3 KNEE CLEARANCE 306.3.1 GENERAL. SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. 306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR. 306.3.3 MINIMUM DEPTH. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF THE CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES MINIMUM IN DEPTH AT 9 INCHES ABOVE THE FLOOR, AND 8 INCHES MINIMUM IN DEPTH AT 27 INCHES ABOVE THE FLOOR. 306.3.4 CLEARANCE REDUCTION BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH FOR EACH 6 INCHES IN HEIGHT. 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30 INCHES MINIMUM IN WIDTH. DOORS AND DOORWAYS 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 404.2 MANUAL DOORS MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2. EXCEPTIONS: 1. DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 404.2.6, 404.2.7 AND 404.2.8. 404.2.1 DOUBLE -LEAF DOORS AND GATES AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3. 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 MM) MINIMUM ABOVE FLOOR. 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3 MANEUVERING CLEARANCES AT DOORS. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTIONS 404.2.3 AND SHALL INCLUDE THE FULL CLEAR OPENING WIDTH OF THE DOORWAY. 404.2.3.1 SWINGING DOORS. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.1. 404.2.3.2 SLIDING AND FOLDING DOORS SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.2 DOORS AND DOORWAYS (CONTINUED) 404.2.3.3 DOORWAYS WITHOUT DOORS. DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915 MM) WIDE SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.3. 404.2.3.4 RECESSED DOORS. WHERE ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. 404.2.3.5 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302. 404.2.4 THRESHOLDS AT DOORWAYS. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. EXCEPTION: SECTION 404.2.4 SHALL NOT APPLY TO EXISTING THRESHOLDS OR ALTERED THRESHOLDS 3/4 INCH (19 MM) MAXIMUM IN HEIGHT THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4 INCH (6.4 MM). 404.2.5 TWO DOORS IN SERIES. DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM) MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. 404.2.6 DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (EXCEPTION: LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION). 404.2.7 CLOSING SPEED. 404.2.7.1 DOOR CLOSERS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 404.2.7.2 SPRING HINGES. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 404.2.8 DOOR- OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) MAXIMUM 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) MAXIMUM THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 404.2.9 DOOR SURFACE. DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH CREATING ON H PUSH SURFACE 0 THE PUS SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PAR TS R EATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. SLIDING DOORS. 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL 3. DOORS THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. 404.2.10 VISION LITES. DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR ADJACENT SIDELITE 43 INCHES MAXIMUM ABOVE THE FLOOR. EXCEPTION: VISION LITES WITH THE LOWEST PART MORE THAN 66 INCHES (1675 MM) ABOVE THE FLOOR ARE NOT REQUIRED TO COMPLY WITH SECTION 404.2.10. 404.3 AUTOMATIC DOORS. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI /BHMA A156.10 LISTED IN SECTION 105.2.4. POWER ASSIST AND LOW- ENERGY DOORS SHALL COMPLY WITH ANSI /BHMA A156.19 LISTED IN SECTION 105.2.3. EXCEPTION: DOORS, DOORWAYS AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 404.3.2, 404.3.4 AND 404.3.5. 404.3.1 CLEAR OPENING WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER -ON AND POWER -OFF MODE. THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH ALL LEAFS IN THE OPEN POSITION. 404.3.2 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES AT POWER- ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.3. 404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2.4. 404.3.4 TWO DOORS IN SERIES. DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2.5. 404.3.5 CONTROL SWITCHES. MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH SECTION 309. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. TABLE 404.2.3.1 MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOOR PARALLEL TO DOOR (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL 60 INCHES (1525 MM) 18 INCHES (455 MM) FROM FRONT PUSH 48 INCHES (1220 MM) 0 INCHES (0 MM) 3 FROM HINGE PULL 60 INCHES (1525 MM) 36 INCHES (915 MM) FROM HINGE PULL 54 INCHES (1370 MM) 42 INCHES (1065 MM) FROM HINGE PUSH 42 INCHES (1065 MM)' 22 INCHES (560 MM)3144 FROM LATCH PULL 48 INCHES (1220 MM)2 24 INCHES (610 MM) FROM LATCH PUSH 42 INCHES (1065 MM)2 24 INCHES (610 MM) ADD 6 INCHES (150 MM) IF CLOSER AND LATCH PROVIDED. 2 ADD 6 INCHES (150 MM) IF CLOSER PROVIDED. 3 ADD 12 INCHES (305 MM) BEYOND LATCH IF CLOSER AND LATCH PROVIDED. 4BEYOND HINGE SIDE. TABLE 404.2.3.2 MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS APPROACH DIRECTION MINIMUM CLEARANCES PERPENDICULAR TO DOOR PARALLEL TO DOOR FROM FRONT • . 48 INCHES (1220 MM) 0 INCHES (0 MM) FROM NONLATCH SIDE 42 INCHES (1065 MM) 22 INCHES (560 MM)1 FROM LATCH SIDE 42 INCHES (1065 MM) 24 INCHES (610 MM) t BEYOND POCKET OR HINGE SIDE TABLE 404.2.3.3 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS APPROACH DIRECTION MINIMUM CLEARANCES PERPENDICULAR TO DOORWAY FROM FRONT 48 INCHES (1220 MM) FROM SIDE 42 INCHES (1065 MM) AUTOMATIC CLOSER (IF NEC) ROOM IDENTIFICATION (IF NEC) VIEWING PANEL (IF NEC) LEVER DOOR HANDLE NOTE: FLOOR MAT FLUSH W/ FINISHED FLOOR NOTE: THRESHOLD MAX. HT. 1/2° A.F.F. REQ'D N 32" MINIMUM CLEARANCE OUNTING HT'S 36" MIN > 24" REDUIRED 24" MIN. CLEAR SPACE I EXTERIOR 18° MIN. \� v , INTERIOR \ I I REQUIRED CLEAR K I SPACE I T j( 44" MIN. 1,X� NOTE: X = 12° MIN. WITH CLOSER AND LATCHSET 1. THE FLOOR OR LANDING ON EA. SIDE OF AN EXIT DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND LENGTH OPPOSITE THE DIRECTION OF DOOR SWING 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 2. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. REQ'D CLEAR SPACE CLEAR OPENINGS MUST BE BETWEEN FACE OF DOOR IN ITS 90 DEGREE OPEN POSITION AND THE FACE OF THE STOP. FROM FIG. 404.2.2 - CLEAR WIDTH OF DOORWAYS DOORWAYS WITHOUT DOOR NOTE: X =32" MIN. X =36" MIN. FOR OPENINGS MORE THAN 24" DEEP. FROM FIG. 404.2.3.3- MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS HINGED DOOR NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH. PULL SIDE PUSH SIDE I I I I I REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION PUSH SIDE FROM FIG. 404.2.3.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FRONT APPROACHES - SWINGING DOORS NOTE: X = 36" MIN. IF Y = 60'. X = 42" MIN. IF Y = 54 ". NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH. Y = 48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH. FROM FIG. 404.2.3.1 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS HINGE SIDE APPROACHES SWINGING DOORS NOTE: Y = 54" MIN IF DOOR HAS CLOSER. NOTE: Y = 48" MIN. IF DOOR HAS A CLOSER FROM FIG. 404.2.3.1 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS LATCH SIDE APPROACHES - SWINGING DOORS 1 I J2" MIN 32" MIN. STOP 1 POCKET OR HINGE APPROACH z I4 32" MIN. 24" MIN., N ( � STOP -10 � I •r STOP OR LATCH APPROACH NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. FROM FIGURE 404.2.3.2 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS SLIDING DOOR STOP A FRONT APPROACH 1 I4 I � I 32" MIN. NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING. SIGNS (703) 703.1 GENERAL ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. 703.2 VISUAL CHARACTERS 703.2.1 GENERAL. VISUAL CHARACTERS SHALL COMPLY WITH SECTION 703.2. EXCEPTION: VISUAL CHARACTERS COMPLYING WITH SECTION 703.3 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 703.2. 703.2.2 CASE. CHARACTERS SHALL BE UPPERCASE, LOWERCASE, OR A COMBINATION OF BOTH. 703.2.3 STYLE. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.2.4 CHARACTER HEIGHT. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL CHARACTERS OF A FONT. THE UPPERCASE LETTER "I" OF THE FONT SHALL HAVE A MINIMUM HEIGHT COMPLYING WITH TABLE 703.2.4. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. 703.2.5 CHARACTER WIDTH. THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. 703.2.6 STROKE WIDTH. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE STROKE WIDTH OF ALL CHARACTERS OF A FONT. THE STROKE WIDTH SHALL BE 10 PERCENT MINIMUM AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. 703.2.7 CHARACTER SPACING. SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 703.2.8 LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM TO 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 703.2.9 HEIGHT ABOVE FLOOR. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FLOOR OF THE VIEWING POSITION, MEASURED TO THE BASELINE OF THE CHARACTER. HEIGHTS SHALL COMPLY WITH TABLE 703.2.4, BASED ON THE SIZE OF THE CHARACTERS ON THE SIGN. EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 703.2.9. 703.2.10 FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND. 703.3 TACTILE CHARACTERS 703.3.1 GENERAL. TACTILE CHARACTERS SHALL COMPLY WITH SECTION 703.3, AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 703.4. 703.3.2 DEPTH. TACTILE CHARACTERS SHALL BE RAISED 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. 703.3.3 CASE. CHARACTERS SHALL BE UPPERCASE. 703.3.4 STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.3.5 CHARACTER HEIGHT. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL CHARACTERS OF A FONT. THE HEIGHT OF THE UPPERCASE LETTER "I" OF THE FONT, MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER, SHALL BE 5/8 INCH MINIMUM, AND 2 INCHES MAXIMUM. EXCEPTION: WHERE SEPARATE TACTILE AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, THE HEIGHT OF THE TACTILE UPPERCASE LETTER "I" SHALL BE PERMITTED TO BE 1/2 INCH MINIMUM. 703.3.6 CHARACTER WIDTH. THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. 703.3.7 STROKE WIDTH. TACTILE CHARACTER STROKE WIDTH SHALL COMPLY WITH SECTION 703.3.7. THE UPPERCASE LETTER "I" OF THE FONT SHALL BE USED TO DETERMINE THE ALLOWABLE STROKE WIDTH OF ALL CHARACTERS OF A FONT. 703.3.7.1 MAXIMUM. THE STROKE WIDTH SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE TOP SURFACE OF THE CHARACTER, AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE BASE OF THE CHARACTER. 703.3.7.2 MINIMUM. WHEN CHARACTERS ARE BOTH VISUAL AND TACTILE, THE STROKE WIDTH SHALL BE 10 PERCENT MINIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "1 ". 703.3.8 CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT TACTILE CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL TACTILE CHARACTER SHALL BE 1/8 INCH MINIMUM MEASURED AT THE TOP SURFACE OF THE CHARACTERS, 1/16 INCH MINIMUM MEASURED AT THE BASE OF THE CHARACTERS, AND FOUR TIMES THE TACTILE CHARACTER STROKE WIDTH MAXIMUM. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH MINIMUM. 703.3.9 LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF TACTILE CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE TACTILE CHARACTER HEIGHT. 703.3.10 HEIGHT ABOVE FLOOR. TACTILE CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 703.3.10. 703.3.11 LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED TO THAT A CLEAR FLOOR AREA 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 703.3.12 FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND. EXCEPTION: WHERE SEPARATE TACTILE CHARACTERS AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, TACTILE CHARACTERS ARE NOT REQUIRED TO HAVE NONGLARE FINISH OR TO CONTRAST WITH THEIR BACKGROUND. 703.4 BRAILLE 703.4.1 GENERAL. BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE AND SHALL COMPLY WITH SECTION 703.4. 703.4.2 UPPERCASE LETTERS. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, OR ACRONYMS. 703.4.3 DIMENSIONS. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.4.3. 703.4.4 POSITION. BRAILLE SHALL BE BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3/16 INCH MINIMUM EITHER DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. 703.4.5 MOUNTING HEIGHT. BRAILLE SHALL BE 48 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. EXCEPTION: ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 703.4.5. TABLE 703.2.4 - VISUAL CHARACTER HEIGHT HEIGHT ABOVE FLOOR TO BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40 INCHES TO LESS THAN OR EQUAL TO 70 INCHES LESS THAN 6 FEET 5/8 INCH 6 FEET AND GREATER 5/8 1 INCH, PLUS 5 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 6 FEET GREATER THAN 70 INCHES TO LESS THAN OR EQUAL TO 120 INCHES LESS THAN 15 FEET 2 INCHES 15 FEET AND GREATER 2 INCHES, PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET GREATER THAN 120 INCHES LESS THAN 21 FEET 3 INCHES 21 FEET AND GREATER " 3 INCHES, PLUS-1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 21 FEET TABLE 703.4.3 - BRAILLE DIMENSIONS MEASUREMENT RANGE MIN. IN INCHES MAX. IN INCHES DOT BASE DIAMETER 0.059 TO 0.063 DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 0.090 TO 0.100 DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 0.241 TO 0.300 DOT HEIGHT 0.025 TO 0.037 DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 0.395 TO 0.400 NA 351 rEGEPVED OCT 26 ZVI l PERMITCENTER it W ,... Z cr. oo O ,.... ... n- 0 oa O .,i, <N 1 iii: 44: _ = ttn Q W Itttttttttttti co CO CO n r 0 Q M Cy CO v- Ititll� 3:: W D W • I- a. STAMP 3199 REGISTERED AR ITECT JAY FWASHING, ON STA PRINCIPAL IN CHARGE JER PROJECT MANAGER(S) PM L REVIEWED BY JER DRAWN BY PML Contractor to verify alhconditions on site before proceeding with the Work. Copyright c02011 Sclater Partners Archltects PC. All rights reserved. REV # DATE DESCRIPTION SHEET TITLE ACCESSIBILITY DATE 24 OCT '11 PROJECT NUMBER 11 XX.001 SHEET NUMBER AO.2 0 0- m a) a) a) 0) U co a) 0 T. a) 03 a u 0 M N- 0 N / \I0 VIN EXIST. WHEEL CHAIR ACCESSIBLE PARKING, TYP. xx 0 10' 20' 40' PLAN NORTH TRUE NORTH 80' ENLARGED SITE PLAN SCALE: 1" = 40' -0" N01 °29'12 "E 2588.60' 1294.30' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 0 City of Tukwila BUILDING DIVISION r / r/r r ✓"� r /,r r - OVERHEAD POWER LINE UNDERGROUND POWER LINE N01'46'50 "E 2580.56' NOTE: ALL SITE CONDITIONS ARE EXISTING TO REMAIN. RECEIVED OCT 26 2011 "'BITER 0 25' 50' 100' PLAN NORTH TRUE NORTH et) 200' a o-1VO sod doo -17/ CAMPUS SITE PLAN SCALE: 1" = 100' -0" (i) 414 Oliuo Way Seattle, WA 9 Teh 20t, 624.01102 d F, Third 01 cos uzi ", t1 ca 0 mom CD w IX co I Z(m). =ma < g !al tt® .otter rat. = III co v. mi Lau_ STAMP 3199 REGISTERS ARC ITECT f REEVES WASHINGTON PRINCIPAL IN CHARGE JER PROJECT MANAGER(S) pML REVIEWED BY JER DRAWN BY PML Contractor to verify all conditions on site before proceeding with the Work. Copyright c©2011 Sclater Partners Architects PC. All rights reserved. REV # DATE DESCRIPTION SHEET TITLE SITE PLAN DATE PROJECT NUMBER 24 OCT '11 11 XX.001 SHEET NUMBER A1.0 12 GA. HANGER WIRE TERMINAL @ ENDS OF ALL COMPONENTS 8" MAXIMUM SEE NOTE 3 8" MAXIMUM SPACER BAR -SEE NOTE 2 SEE 112 NOTE 1 VERTICAL COMPRESSION POST CONFORMING TO CHART ABOVE 12 ga. VERTICAL HANGER WIRE / COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12'-0" o.c. EACH WAY AND WITHIN 4' -0" OF EACH WALL. TYPICAL - VERIFY LOCATIONS OF TIE WIRES. POSTS & STRUTS W/ MEP /FP SYSTEMS & CLEARANCES REQUIRED BY CODE FOR ELEMENTS ABOVE CEILING MAIN RUNNER OR CROSS TEE DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK -NUT (INSTALL AFTER CEILING IS LEVELED). OVER SIZED MEMBER NOTCHED TO RECEIVE MAIN RUNNER AS INDICATED. PERIMETER NOTES: 1. THE UNATTACHED PERIMETER SHALL HAVE AMINIMUM OF 1/2" CLEARANCE AT ENDS OF COMPONENT. 2. CONTINUOUS SPACER BAR TO BE LOCKED TO COMPONENTS ON THE UNATTACHED WALL. 3. PERIMETER TERMINAL COMPONENT ENDS MUST BE SUPPORTED BY A 12 GA. WIRE ON ALL WALLS. BRACING NOTES 4. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARDS:THEREFORE, THE APPLICANT MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THE ADDITIONAL LOADS CAN BE SUPPORTED VERTICALLY AND LATERALLY BY THE SUSPENSION SYSTEM ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED ETC. 5. BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45° TO THE PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. 6. 12 GA. VERT. HANGING WIRES ARE TO BE INSTALLED TO A MAXIMUM OF 4' O.C. ALONG MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT BEND AROUND OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX, A COUNTER WIRE MUST BE INSTALLED. 7. IT IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACROSS THE BULB OF THE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION; THEN THREE TIGHT WRAPS AT EACH CONNECTION. 8. ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A VERTICAL HANGER WIRE WITHIN 8" OF EACH WALL OR CEILING DISCONTINUITY. 9. LAG SCREWS OR FASTENERS FOR DIAGONAL BRACE WIRES SHOULD BE EMBEDDED INTO THE STRUCTURE AT LEAST 1 1/2 ". EXIST. COLUMN ALIGN FACE OF WALL W/ EDGE OF EXISTING RAISED FLOOR FRAME — EXIST. RAISED FLOOR TO REMAIN 414`01 Seatll Tel<206, ive;Way, [ t ird Flo e, WA 98101 d.66£i2 -1 ax206621.0.:., FURRING AT COL. AS REQ. ACOUSTICAL BOARD WALL ANGLE 1/8" POP RIVETS ON TWO ADJACENT WALLS TWO OPP. ADJACENT WALLS, PROVIDE 1/2" SPACE (NO POP RIVETS) (4) -12 ga. SPLAY WIRES - SPLAYED 90° FROM EACH OTHER AND 45° max. FROM CEILING PLANE. MAIN RUNNER CROSS TEE IBC CATEGORIES D, THIS PROJECT MUST ALSO MEET THESE ADDITIONAL REQUIREMENTS: 10. MINIMUM 2" WALL MOLDING 11. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALLS MUST HAVE A 3/4" CLEARANCE 12. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING 13. PERIMETER SUPPORT WIRES 14. HEAVY -DUTY GRID SYSTEM 15. CEILING AREAS OVER 1,000 SF MUST HAVE I- ORIZONTAL RESTRAINT WIRE OR RIGID BRACING 16. CEILING AREAS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS 17. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS 18. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING 19. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED 20. SAFETY WIRE FOR ANY FIXTURE WEIGHING BETWEEN 1 AND 20 LBS. 21. TWO 12 GA SAFETY WIRES FOR ANY FIXTURE WEIGHING GREATER THAN 20 LBS OR 5 LBS PLF 22. SUSPENDED CEILINGS MAY BE SUBJECT TO SPECIAL INSPECTION 23. ACOUSTICAL SUSPENDED CEILING SYSTEMS MUST MEET CURRENT CODE REQUIREMENTS FOR SEISMIC ZONE D. SUSPENDED CEILING SEISMIC DETAILS SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 WALL PER PLAN City of Tukwila BUILDING DIVISION EXIST. RAISED FLOOR TO BE REMOVED PER DEMO PLAN @ OFFICE SIDE DETAIL AT EXIST. RAISED FLOOR & COLUMN SCALE: N.T.S. X11 STAMP 7 EXIST. A CENTER...-._........ -...._. —1 EXIST. CLq., LIGHTING, HVAC TO REMAIN, T`(P. CONFERENCE 112 OFFICE 1 111 I XIST. CLG., L GHTING, & HVA`C TO EMAIN, TYP. I J EXIST. OPEN OFFICE -- r OFFICE 110 PROVIDE LIGHTING & HVAC PER ELECT. & MEP @ NEW HALL (UNDER SEPARATE PERMIT) RE -USE EXIST. GRID & MAIN RUNNERS TO EXTENT POSSIBLE; INSTALL NEW GRID AS REQUIRED & REPLACE TILES TO MATCH EXISTING @ OPEN OFFICE AREA. LIGHTING & HVAC PER ELECT. & MEP (UNDER SEPARATE PERMIT). -1 DRAPE 4' WIDE BATT. INSULATION OVER TOP OF PARTIAL HT. PARTITION, CENTERED ON PARTITION, FOR SOUND CONTROL, TYP.. 0 1 2 4 REFLECTED CEILING PLAN PLAN NORTH 8 :/ SCALE: 1 /4 " =1' -0" EXIST. DATA CENTER HALL 120 ALIGN FACE OF WALLS W/ EDGE OF EXISTING RAISED FLOOR FRAME (SEE PHOTO DETAIL - - / - -) n CONFERENCE 112 A OFFICE 111 or.,) A OFFICE 110 L cnrgt r M EXIST. WALLS & DOORS TO REMAIN U.N.O., TYP. EXIST. COLUMN, TYP. EXIST. OPEN OFFICE D EXIST. TA CENTER 6' -0" VIF 17' -44" VIF 0 1 2 4 FLOOR PLAN 8 PLAN NORTH SCALE: 1/4 " =1' -0" 3J Lr 1 4- 1..... 1 1 1..._ 1 4 -- EXIST. WALLS & DOORS TO REMAIN U.N.O., TYP. DEMO EXIST. CAGE & RAISED FLOOR El DEMO EXIST. WALL AS REQUIRED FOR NEW DOORS & LITES, TYP. 3 LOCATIONS EXIST. OPEN OFFICE REGISTERED A CHITECT 0 Dil -3s 1 0 2 RECEIVED OCT 2 6 2011 T C PLAN NORTH er) DEMO PLAN 8 SCALE: 1/4."=r--0" PRINCIPAL IN CHARGE JER PROJECT MANAGER(S) pML REVIEWED BY JER DRAWN BY pML Contractor to verify all conditions on site before proceeding with the Work. Copyright 02011 Sclater Partners Architects PC. All rights reserved. REV # DATE DESCRIPTION SHEET TITLE DEMO, FLOOR, & REFLECTED CEILING PLANS & DETAILS SHEET NUMBER METAL FRAMING BASE TRACK STRUCTURE 3/8" DIA x 2" EMBED HILTI KB -TZ ANCHOR THROUGH BOT TRACK INTO CONC SLAB @ EA STUD TYP (1) #8 SCREW EA FLANGE @EASTUDTYP 1" 7 6" MIN. 44' 1" MAX OFFSET FROM OF BOT FLUTE (2) 3/8" DIA x 2" EMBED HILTI KB -TZ ANCHORS @ EA BRACE TYP MTL DECK STRUCTURE 12 GA/ 97 MIL, 10 " -12" WIDE x 3 5/8" DEEP TRACK ATTACH BRACE W/ (5) # 10 SCREWS @ EA END OF BRACE TYP BRACE 362 S162 -43 MIN W/ 8' -0" MAX LENGTH SPACED @ 6' -0" OC MAX TYP CEILING (5) # 10 SCREWS @ EA END OF BRACE TYP VERT FRAMING PER PARTITION TYPES BOTTOM TRACK ANCHORAGE SCALE: NTS 9 TYP. BRACE @ PARTITION ABOVE CLG. TO DECK SCALE: NTS PLAN REAR SECTION CUT OUT FOR HINGE HINGE REINFORCEMENT 3/16 X 10" X FULL INSIDE WIDTH HINGE REINF. WELD AT POINTS OF CONTACT TO FRAME RABBET - TYP. CUT OUT FOR HINGE OFFSETS DRILL FOR ANCHORAGE SECTION xrXk SIDE SECTION SPECIAL HINGE REINFORCING 3/16 "X11/2 "X12" BUTT REINFORCING FOR 3 HINGE INTERIOR DOORS (SEE SPECIAL REINFORCING DTL FOR DOORS 3' -6" WIDE OR WIDER. NO SCALE FOR FRAMES OF DOOR OPENINGS 3' -6" WIDE OR WIDER TYP. FLOOR ANCHOR AT DOUBLE RABBETTED JAMB: 14 GA. ADJUSTABLE ANGLE W /SLOTTED HOLES- SCREWED TO 14 GA. FORMED CLIP, WELDED TO FRAME RABBET, BOTH SIDES OF JAMB. TOP OR BUTT. BOTTOM OF BUTT METAL STUD STRAP ANCHOR: 3/4 "X1 1/4" X314" FORMED 12 GA. 'Z' BAR WELDED TO FRAME AND TO STUDS AT JAMBS AND HEAD, SEE TYP. DOORFRAME ELEVATION ON THIS DRAWING. CEILING RUNNER TRACK, SECURE TO STRUCT. ABOVE. 20 GA. STUD TYPICAL, SECURED TO STRUCT. ABOVE. 20 GA. HEADER . SECURE AT ENDS TO STUDS W /SELF- TAPPING SCREWS. STRAP ANCHORS AT HEAD NOT TO EXCEED 24" O.C. 20 GA. METAL STUDS < OF STRAP ANCHORS ASSUME 5 BUTTS AT 7' -0" DOOR. SEE SPECIFICATIONS. FLOOR RUNNER TRACK ANCHOR TO CONCRETE 14 GA. ADJUSTABLE FLOOR ANCHOR. FRAME TO WALL ATTACHMENT NO SCALE CONCRETE WALL ANCHOR: 12 GA. FORMED CHANNEL SPACER WELDED TO 2" WIDE X 14 GA. STRAP (PROVIDE HOLE FOR BOLT). ANCHORS TO OCCUR 6" FROM TOP, 3" FROM FLOOR AND (2) EQUALLY SPACED IN BETWEEN. ALSO PROVIDE (1) AT HEAD OF SINGLE DOOR AND (2) AT HEAD OF DOUBLE DOORS. EXISTING COC. WALLS OR CMU, ANCHOR. PUNCHED AND DIMPLED FRAME W/ (3) MASONRY ANCHORS PER JAMB. FILL DIMPLES & SAND FOR SMOOTH APPEARANCE @ FRAME. 10/24/2011 11:18 AP€:\ Users \PhaedraL\ Desktop \SAWIS \Drawings\AutoCAD\A14.1 WallTypes.dwg TYP DOOR FRAME DETAILS SCALE: WALL TYPE PER PLANS SEALANT FRAME PER SCHEDULE PER S TYPE PER SCHEDULE TYP. DOOR HEADS (JAMBS SIM.) & THRESHOLD DOOR AND DOOR HARDWARE NOTES SCALE: A* 1 LAYER 5/8" TYPE 'X' GWB EA. SIDE W/ R -11 BATT INSUL. 3 1/2" METAL STUDS @ 16" O.C. TYPICAL. SEE HEIGHT LIMIT CHART THIS SHEET FOR MAX HEIGHT LIMITS INT. PARTITION INT. PARTITION W/ BATT. INSULATION B* B 1 LAYER 5/8" TYPE 'X' GWB EA. SIDE W/ R -11 BATT INSUL. 6" METAL STUDS @ 16" O.C. TYPICAL. SEE HEIGHT LIMIT CHART THIS SHEET FOR MAX HEIGHT LIMITS INT. PARTITION INT. PARTITION W/ BATT. INSULATION GENERAL NOTES FOR ALL CONSTRUCTION TYPES & ASSEMBLIES. 1. REFER TO ELEVATIONS, FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL NOTES ON FINISHES, PATTERNS, TEXTURES AND MATERIALS. 2. ALL GWB TO BE "TYPE -X" 5/8" 3. ALL BLOCKING REQUIRED FOR ACCESSORIES AND TRIM MATERIALS TO BE FIRE - RESISTANT TREATED MATERIALS. 4. ALL STUDS AND FRAMING SPACING TO BE 16" O.C. UNO 5. ALL WALLS TO EXTEND MIN. 6" ABOVE CEILING. WALL TYPES SAFETY GLAZING @ RELITE 1) MATCH EXISTING DOORS, FRAMES, AND HARDWARE. 2) DOOR HARDWARE TO MEET ALL ADA STANDARDS, AND TO BE APPROPRIATE FOR HEAVY DUTY COMMERCIAL USE. 2" 1' -0" PER SCHED. 2" A. NOTE: VERIFY MATCHES EXISTING, EXCEPT FOR WIDTH OF RELITE. FRAME TYPE SCALE: 1/4 " =1' -0" SCALE: NTS 4 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION PER SCHEDULE A. 5 DOOR TYPES ill -3S1 SCALE: RECEIVED OCT 2 6 2011 FERMI Door Schedule Door Number Type Door Width Height Thickness Material 1 Finish Fire Rating Hardware Frame Type Finish I Material Jamb Head Comments ROOMS FLOOR ROOM FINISH SCHEDULE WALLS CEILING NUMBER 110 111 112 OFFICE OFFICE NAME CONFERENCE CPT CPT CPT FIN. BASE RB RB RB NORTH EAST SOUTH WEST MTRL. FIN. MTRL. FIN. MTRL. FIN. MTRL. FIN. MATERIAL HT. (E) PNT (E) PNT GWB PNT GWB PNT (E)* /ACT (E)* (E) (E) PNT GWB PNT GWB PNT GWB PNT (E)* /ACT (E)* PNT GWB PNT GWB PNT GWB PNT (E)* /ACT (E)* COMMENTS /REMARKS *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA DOOR SCHEDULE SCALE: NTS ROOM FINISH LEGEND TAG MATERIAL (SEE SPEC.) ACT CPT GWB PNT RB ACOUSTICAL CEILING TILE, 2'x4' GRID CARPET TILE, SHAW CLEARVIEW 59564 "CLEAR ", COLOR 62500 "MOONSTONE" OR APPROVED EQUAL. GYPSUM WALLBOARD PAINT RUBBER BASE TO MATCH EXIST., VERIFY COLOR W/ TENANT. 110 A 3' - 0" 7' - 0" 1 3/4" WOOD MATCH (E) N/A * A Paint HM 6/ -- 6/ -- * MATCH EXIST. NO CLOSER. 111 A 3' - 0" 7' - 0" 1 3/4" WOOD MATCH (E) N/A * A Paint HM 6/ -- 6/ -- * MATCH EXIST. NO CLOSER. 112 A 3' - 0" 7' - 0" 1 3/4" WOOD MATCH (E) N/A * A Paint HM • 6/ -- 6/ -- * MATCH EXIST. NO CLOSER. ROOMS FLOOR ROOM FINISH SCHEDULE WALLS CEILING NUMBER 110 111 112 OFFICE OFFICE NAME CONFERENCE CPT CPT CPT FIN. BASE RB RB RB NORTH EAST SOUTH WEST MTRL. FIN. MTRL. FIN. MTRL. FIN. MTRL. FIN. MATERIAL HT. (E) PNT (E) PNT GWB PNT GWB PNT (E)* /ACT (E)* (E) (E) PNT GWB PNT GWB PNT GWB PNT (E)* /ACT (E)* PNT GWB PNT GWB PNT GWB PNT (E)* /ACT (E)* COMMENTS /REMARKS *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA *MATCH EXIST. HT. /RE -USE EXIST. GRID IF POSSIBLE; REPLACE TILES TO MATCH EXIST. @ OPEN OFFICE AREA DOOR SCHEDULE SCALE: NTS ROOM FINISH LEGEND TAG MATERIAL (SEE SPEC.) ACT CPT GWB PNT RB ACOUSTICAL CEILING TILE, 2'x4' GRID CARPET TILE, SHAW CLEARVIEW 59564 "CLEAR ", COLOR 62500 "MOONSTONE" OR APPROVED EQUAL. GYPSUM WALLBOARD PAINT RUBBER BASE TO MATCH EXIST., VERIFY COLOR W/ TENANT. ROOM FINISH SCHEDULE SCALE: NTS 2� 414 Olive Way, I hird floor Seattle, WA 98101 1--�I. o6 t3za rt.;' - I-, • : 2:;r -,I'_ I." 1 •• J CCI J z r 0 tl• O N a o� Z W re in W CO 0 (15 0 < d' a N (/) a W 0 Q = (/) M STAMP 3199 REGISTERED A ' . ITECT ERIC REEVES OF WASH NGTON PRINCIPAL IN CHARGE JER PROJECT MANAGER(S) pM L REVIEWED BY JER DRAWN BY pML Contractor to verify all conditions on site before proceeding with the Work. Copyright 002011 Sclater Partners Architects PC. All rights reserved. REV # DATE DESCRIPTION SHEET TITLE WALL TYPES DETAILS & SCHEDULES DATE PROJECT NUMBER 24 OCT '11 11XX.001 SHEET NUMBER A14.1