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Permit D08-279 - PROVIDENCE HEALTH & SERVICES - OFFICE AND DATA CENTER
PROVIDENCE HEALTH & SERVICES 3355 S 120 PL D08 -279 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: PROVIDENCE HEALTH & SERVICES Address: 3355 S 120 PL , TUKWILA WA Cityf 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 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: MARCELO GARCES Address: 12201 TUKVVILA INTERNATIONAL BL , TUKWILA WA 98168 Phone: 206 391 -8694 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKVVILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: 206 - 281 -4700 Contractor License No: SABEYCI033KM Expiration Date: 01/06/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENTS FOR OFFICE AND DATA CENTER ENVELOPE FOR NEW TENANT Permit Number: D08 - 279 Issue Date: 07/11/2008 Permit Expires On: 01/07/2009 Value of Construction: $378,785.00 Fees Collected: $5,414.52 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0008 doc: IBC -10/06 * *continued on next page ** D08 -279 Printed: 07 -11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 �J'sd City oifukwiia • 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 Permit Number: D08 -279 Issue Date: 07/11/2008 Permit Expires On: 01/07/2009 Date: -t Nor I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 1 /1L /5' 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. D08 -279 Printed: 07 -11 -2008 14: ** *FIRE DEPARTMENT CONDITIONS * ** Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: PROVIDENCE HEALTH & SERVICES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila 16: Maintain fire extinguisher coverage throughout. doc: Cond -10/06 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 PERMIT CONDITIONS Permit Number: D08 -279 Status: ISSUED Applied Date: 05/14/2008 Issue Date: 07/11/2008 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The fmal inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of fmal inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: 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. 12: 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. 13: 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. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: D08 -279 Printed: 07 -11 -2008 • 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 17: 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) 18: 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) 19: 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) 20: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 21: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 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: Install a sign in one inch high letters over the door stating: 'This Door to Remain Unlocked During Business Hours ". (IFC 1008.1.8.3 subsection 2.2) 24: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 25: 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. (WC Chapter 10) 26: There can be no storage under stairs unless the following conditions are met. The walls and soffits within enclosed usable space under enclosed and unenclosed stairways shall be protected by 1 -hour fire- resistance -rated construction, or the fire - resistive rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1 -hour fire- resistance -rated construction. The open space under exterior stairways shall not be used for any purpose. (ffC 1019.1.5) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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) doc: Cond -10/06 D08 -279 Printed: 07 -11 -2008 • • 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 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 33: 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) 34: Fire doors shall be maintained in operative condition at all times, including complete closure and latching of the assembly. (IFC 1019.1.1) 35: 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) 36: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 37: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 ma) in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 38: 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) 39: U.L. central station supervision is required. (City Ordinance #2050) 40: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 41: 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) 42: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D08 -279 Printed: 07 -11 -2008 • 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 44: 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) 45: 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) 46: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 50: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) • 51: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 52: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 53: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 56: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -279 Printed: 07 -11 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Jos IA- 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 J Date: -1 u l P D08 -279 Printed: 07 -11 -2008 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 Site Address: 33 SS 5. VD 1 Tenant Name: Pgou /9ENGE ffeA WI 4 SExvic.EC Property Owners Name: S AB'e )/ - PA - r -, srrE�L. LL..0 Mailing Address: _l_ 2 V lyCivieYa � i!/7'L �4vD. Ct/ 0 City State Zip g CONTACT PERSON ' do we contact when your permit is.readylto be issued Name: MARCeta CdS - �� Day Telephone: 206 • 32(, 77 Mailing Address: / 220! ! v ,C wi q / i�,t„ � j,a'Z (Uit'44'14 - 9[5/4,x, City State Zip Fax Number: 206 • 28 . 0920 E -Mail Address: 1 ARCM.° Cl( 5A1 9 /. cps GENERAL'CONTRACTOR INFORMATION �' (Contractor Information for Mechanical (pg;4) for'Plumbing and Gas " Piping Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: 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 ** # 1.111e x CO NSTRvcrio,/ 122-0 / 7 1L.4 C�4ct� so�1! • /.442 7 5 AvE - 5435 Lowpreft 23.sq7 Contact Person: NI A.RC.ta c, GA1Z.c.e..s 3oS -j4 hysaai Day Telephone: Fax Number: Expiration Date: MARcAr .o 4 C3i489:ea4 1 !E Sell? 5 Sty cos+ Contractor Registration Number: . SA 1J E Ye 1033 KA'\ 2400 E -Mail Address: 705. (A) i Fziryp CA{.t..I say • CO1.1 Company Name: E iU6e1A.MM.! ( )657 Mailing Address: 606 Cdoop) 4vv ) g Contact Person: 'VAAI E -Mail Address: 'PAX) L e' ENW sEArrar Ca/I Q:\Applications\Pofms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh SE4 71149 Building PermitiNo.' 4 , , .:-sst? °�- :.., Mechanical Permit Nc Plumbing%G as, Permit- Public Works •Pe tr :;.� ., Project King Co Assessor's Tax No.: ( 2 ?' 706 5 Suite Number: SX 52 Floor: 2 11/17 New Tenant: e Yes El ..No city State 201 • 36ri . i 548 20‘..28(.0 1149/13 City Day Telephone: 206 5-2 Fax Number: 2 5 98/68 Zip ARCHITECT OF`RECORD `Ail plans 'must be wet s'tamped;by Architect of Record , S eAKrU- /41/4 qB / City State Zip Day Telephone: 204 G Z , 4 L46 Fax Number: 2 . 62 3 .4t6 Z S ,ENGINEER OF RECORD -All plans mu be wet stamped by,Engineer, of Record :f 62 gems State Zip 75'6 0 6698' Page 1 of 6 t 1 : t ra. 31 Existing' " . • Interior Remodel • • Addition to ' „'Existm g , Structure 7 it e� r . New , , ,Type of;',' ,. Construct3on,per ',..,•";' IBC ''-'• . -TYpe of i per, : IBC"; ,' : ` l' Floor m , pj /gg 222 • 2 Floor - " ; ,,� :. ".:... (% Z 2 Z— ;;3 -Floor ; ,1;; # ? ,x, ' , (c ZZZ Floors i::, -thru: " ` - , Ba`seme►it;'x 'Ac,cessory Structure' ,. 'a F' `° "'? .3c � --- `- Attached Garage' :D Attached Carport .+:- r,' „_.. _ L_gb..,.. ..�.•.• a ... .. •Detached Carport ”` • Covered Deck ; Uncovered•Deck' ; :`' UILDIN PERMIT'INF.ORMATIONr "20Cr 36 Valuation of Project (contractor's bid price): $ 378 1 '7135 . Will there be new rack storage? ❑ Yes Q: Applications\Fonns-Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Number of Parking Stalls Provided: Standard: Existing Building Valuation: $ / 32 CO Scope of Work (please provide detailed information): 11AAPT I MPROVEMENTS A D pATA- C7R. EN SF1oPe . NEto 7FZtil -NT ❑.. No If yes, a separate permit and plan submittal will be required. rovide All "Build ingAreas.in Sguare "F ,g op Below '• •. i..., a .i r. 'eW> 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: e Sprinklers 13' Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes D" 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 ❑ .......0n-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Signature: Print Name: FPERIVIITAPPLICATION' NOTES - Applicable to all permits in this applicatiOU � 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 OWNER OR AUTHQRIZ Date Application Accepted: i AGENT: Date: S�¢� Day Telephone: 7 — "?2 (_ 4 Mailing Address: City Q: ApplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Date Application Expires: Staff Initials Page 6 of 6 1 Parcel No.: 1023049069 Permit Number: D08 -279 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 05/14/2008 Applicant: PROVIDENCE HEALTH & SERVICES Issue Date: Receipt No.: R08 -02530 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 Initials: WER Payment Date: 07/11/2008 11:29 AM User ID: 1655 Balance: $0.00 Payee: SABEY PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 111088 3,283.30 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Total: $3,283.30 Payment Amount: $3,283.30 3,278.80 4.50 4715 07/11 9711 TOTAL 3283.30 doc: Receipt - 06 Printed: 07 -11 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: PROVIDENCE HEALTH & SERVICES Receipt No.: R08 - 01640 Initials: WER User ID: 1655 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 SABEY PROPERTIES TRANSACTION LIST: Type Method Payment Check 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 Descriptio Amount 110347 2,131.22 Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Current Pmts 2,131.22 Total: $2,131.22 $2,131.22 D08 -279 PENDING 05/14/2008 05/14/2008 02:27 PM $3,283.30 2418 05/14 9710 TOTAL 2131.22 Printed: 05-14 -2008 COMMENTS: Type of Inspection: / .A > 4P. / Address: .13 Sr .o / s IA e / I e - :) /N s �• 0/nn //��''.. /// /'/ /� 3.-d k - < <rs _3 ( e r e, A ( - Phone , Y �6 / 06 r 0 Pro a /� t.. ', -,iiGV C # Type of Inspection: / .A > 4P. / Address: .13 Sr .o / Date Called: 2 -2 Special Instructio Cum / — ��� r h ASV/ 0 C ,h • z./2 C-! !tom !J1 S Date Wante d: 0 a. r p .m. Request e) 4 ' Phone , Y �6 / 06 �` 441 r , 'Approved per applicable codes. OTC INSPECTION RECORD ova f 2'7f Retain a copy with permit INSPECTION'NO. PERMIT NO. CITY OF..TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Corrections required prior to approval. Inspector/. L t \ (Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 9 COMMENTS: Type of Inspecti • — ( C Avit D ) kid-r- /2-6 y !.v J--u ( - _. .4:s . 5 '- Pk A -P a'teAA -- r€)/f `') J Special Instructions: 03 Z ( - 13(1 ' 3 cii c .)C. el P � � S �� P L J: / - • Phone No: r - r� 3 Tel P-- 1 - f (� a J d a - A eJ2,0 SDI _tic ( €J ~ f-7J .ref e A:ss -ems —1 - c Al( /7r A-e «' /'na,2)-1 ..---,. I■ ill A Projecti bst Pr Type of Inspecti • — ( C Avit Address: /2-6 y DBt Called: Special Instructions: 03 Z ( - 13(1 ' 3 cii c Date Wanted: / 'a- �� P Requester: ,,^^ p Phone No: r - r� 3 Tel P-- 1 - f (� a J d PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 INSPECTION NO. ❑ Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit orrections required prior to approval. 1 D—ate: Z _ I 2 , _ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: A ((.\ r C.J8 ;.S AM r)Je -ot , 1)--1 v ( � 4f -, 1 0, r .7 Alit (-c M/ 7 o c--• f - . ...v n C i. r t ' s R !7 r -r1 /1 r y c � � � /�� I)n 1 1 •A e..f.z- , ) r e... ,� ( f1 C_ ( • - 1 Date Called: Special Instructions: Date Wanted: r - dk ,�.M-- p.m. Pro'ect: A ((.\ T p sg ctio i , q} A dress: 33ss •S 1 z ' . pC. - Date Called: Special Instructions: Date Wanted: r - dk ,�.M-- p.m. Requester: Phone No: -4 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,Oa Fr -Z ?? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION v- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41 -3670 C orrections required prior to approval. 7 LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro' t: ticierv Type of In pectin Address: - 355 S . � 2� . PL Date Called: Special Instructions: Date Wanted: ' [. .. - og a.m. EP'm_ Requester: Phone : lo _ZS'S _ S L i7 i 1 --y INSPECTION RECORD Q 1\\\)IL l Retain a copy with permit D -2r INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r --- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20¢)431 -3670 ❑ Approved per applicable codes. pi Corrections required prior to approval. COMMENTS: A - 1(4's4 - .13 — ,) iNes7 u3sA \c,e9A4 Q flsPec 60.0 aid Rec iD No.: Date: 12 REINSPECTION FEE REQ1(11RED. Pri to inspection, fee must be t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. 'Date: �d Project: f u, ACntk- }{nom Selma :les Type of Inspection: S e L r X c (2—'1 Address: 335C 5D-1 t 2 I 6 — 7 1 - - Date Ci - - Special Instructions: / / Date Wanted: / 0 f7 a.m. -2)7-0Y -0Y 055m` Requester: Phone No: (O Co W -- Sc 34e "" 1 ..4 DOS 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 -3 7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: J1 �/ ❑ $60.00 REINSPECTION FEE R,QUIRED. Prior to inspection, fee must be paid at 6300-Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Prod ' /O//1#' / //4 /A Ty f Inspection: 5 �i5 � /1 � � i%i+vc Address: / 35 5'/2 ,' / Date Calle Special Instructions: Date Wanted: 6 .m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit Paef2V' INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION : ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM ENTS: r nspec Date: v - 6 — a rip .00 REINSPECTIO EE REQUI D. Prior to inspection, fee must be piid at 6300 Southcent=i Blvd., S to 100. Call to schedule reinspection. Receipt No.: 'Date: proved per applicable codes. Corrections required prior to approval. Project') /y, Ahoe /-7//4 / of Inspection: / /mil/ 6 \ Addr ss: "S.SSi26PI– Date Called: Special Instructions: Date Wanted : /(S 0 — OE, ' /arrt� m. Requester: Phone No: ,244-e.5:5" 5 y INSPECTION RECORD Retain a copy with permit Z)492 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ia t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: n pecto /D`e /6 /d 6J REINSPECTION FE REQUI ED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. ReC6ipt No.: 'Date: COMMENTS: - 1 -- T e f Ins lion:, '- ��� - s -s A dress: ,'33 S ) nn ,J 3 ( n W p ^.0 a^) - -► t r cep` r'.- C c -EC C 0,1 (c(' / 1_-oj Date Wanted: — .5O —0 6 - 1 -- "ii �1 i KT L ) : r1, 4 :S. -• s pp r i I I,3 . t k5L PAC r1 eh 1,1 e r d r i .2 re J.33a 11‘f `l r . e Proj l4i //14.Aj&' �4 T e f Ins lion:, '- ��� - s -s A dress: ,'33 S ) 2 a ) Date Called s346 r , va<FC ( (ey /1, Special Instructions: Date Wanted: — .5O —0 6 p.m. Requester: Phone No .2a‘3. 3 L7T #k3 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 0 Approved per applicable codes. Corrections required prior to approval. Inspect Date: 1 ` Y El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: � 1 AJ � �� A `.' J�l�� J A) ),pro ,pro ` e GI: 6 3. C A A --- IS Address: `/ 33 S 1 56.91" l iQ /�� Date Called: r �r ✓mil J l,) A e d :) � i ... eA, S D .. t rk e CAA ix " b L.ilt ( a.) /N , LJ 1 1 .s L l l I d' k A Project: Type o spection; -f A k. , A-7 Address: `/ 33 S 1 56.91" l iQ /�� Date Called: r Special Instructions: Date Wanted: ■ (•� 8 - _off Requester: PhoIfo -1-5 - 3c ri f 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '�- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspectolt: ,ok Date: LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, - fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: t2 A-Nl iN A . k. a D No`s !�J es il->& iti( --4 r Tit A-i ' 'r C Oc ' ;Y 7) A f e , - �, e -,'T' ,ti*s' Date Called: r e jc V t - A r e m. ( A d 1 •-ems ,M /Like/ - ia.z_ Date Wanted: s, 2 - �/ �1.� 7 p Af 'A 1 A- / J itve Requester: 03 - iv / - , v, f (...tp ,''.i -• aL,' No- 2 S - 31,71 /1-\‘,4 .`) k� -- r 1 I 1 Prpject: yrQV. b e.& a- tic* ( ( JJ+ Type Inspectign: ( i m.n \.„) Address: ":4-4 Date Called: r Special Instruction : /1,� i 3 �� �`� /.aJ 1 - �9 2 5 Nt �f - , - Pn Date Wanted: s, 2 - �/ �1.� a.m_ �p.m. Requester: No- 2 S - 31,71 w L 1� .` i) I"1 r , c I,. . (- S J L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. rho$ - 2_111 ❑ $60.00 REINSPECTION FEE R UI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. q Date: d -, og- Receipt No.: Date: /! COMMENTS: f 2.1 J \ L ( A J! d k/A On (t__ Sokk , Ali c,Jk r im (ce ,t_avT� t 4 /- ! , ‘ e .4 r`L- Co g ..ei, 5 Ad4rress: Date Called: ., A h Project: Type of Inspection: Ad4rress: Date Called: Special Instructions: • -�- 1J r �' j ,...1--- ,( (. J fin c L t Date Wanted: .1 / � 1 . QF O ` p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT! • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. ( 00ff -2:7 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ProjeCN ?i2 4 (,7'04 Sprinklers: Type of Inspection: ` Addre-s :S S Suite #: ,; c., . t2o c", Contact Person: CA tie - M Vr� -+ Special Instructions: • Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: ` Hood & Duct: Monitor: • Pre -Fire: - Permits: Occupancy Type: COMMENTS: ►- '219 - Vv2o .17 1D I " IAA P _L - 1ld 4,02XL Kd) m Ia .'fr ad— O it- iC GNrxL, - (31t. A : : 4. • CITY OF TUKWILA FIRE DEPARTMENT �4 Andover Park East, Tukwila, Wa. 98188 206- 575 =4407 Inspector: Approved per applicable codes. todditt Ica Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit • 1/13/06 o. mot's- _148 ag Y�yz�. INSPECTION NUMBER PERMIT NUMBERS Corrections required prior to approval. I Date: at , [ o$ [Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive•an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 commENTgi Sprinklers: Are Alarm: Hood & Duct: . I Monitor: Type of Inspection: A C. 414 s7,41 7 Address: 3, SS ..1 Suite #: /a? ) 2 0 . _ Special Instructions: W. ceps Aspen /' 7 c„eiklylieJed.,_ Phone No.: ZaO , 391 - 47714 • — .• •••••-• -. -. .......—•-.-_-<...o•••^ - i.--....+.1"- - ---.. - -....--...--T.--. 6.-r'':7•T--•""...-........" r• - • I- ...-.-...-Entk, •'-''': • • rek CO q • L' 1( .. . ... ,1•;::.! . • • 1 ;44 " 5i 1 . A.1. i . • •••• i..." . • . Project: S io Sprinklers: Are Alarm: Hood & Duct: . I Monitor: Type of Inspection: A C. 414 s7,41 7 Address: 3, SS ..1 Suite #: /a? ) 2 0 fe- Contact Person: Special Instructions: Phone No.: ZaO , 391 - 47714 Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: . I Monitor: Pre-Fire: Permits: Occupancy Type: Jere,. Air- V 4 • - • • .4. 124 .tr o-.... 5 :. • INSPECTION NUMBER ' proved per appliCable codes. • INSPECTION RECORD s-- Retain a copy with permit CM' OF TUKWILA .FIRE DEPARTMENT • • 4 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 n Corrections required prior to approval. nspector: j Date:. /0/3//e $80.00 REINSPECTION FEE REQUIRED. You will invoice from . the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 • TIM; Form E.P. 113 •-• ""■-• COMMENTS: Type of Inspection: Fire Alarm: , Address: 3).5 5 /742 k. Suite #: Aft" P et' Z JCf/A6' iffit. en Contact Person: C 1 A Special Instructions: Phone No.: d201 ' 3 ±/ ? - 57/ • Ft-z. 41,040‘4,7 FAitzt.1 6,14 p) g i AI f -I • i • • Project: 44 Type of Inspection: Fire Alarm: , Address: 3).5 5 /742 k. Suite #: Aft" P et' Z JCf/A6' iffit. en Contact Person: C 1 A Special Instructions: Phone No.: d201 ' 3 ±/ ? - 57/ Needs Shift In spect ion: , Sprinklers: ' ... - Fire Alarm: , Hood & Duct: Monitor: - \Pre- Fire: Reits: k Occu'ancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT proved per applicable codes. INSPECTION RECORD Retain a copy with permit rt . J ord/Inspection Record Form.Doc 1/13/,06 Corrections required prior to approval. 0:- F -V70 x PERMIT NUMBERS pecbor: 5L 57/ r Date: Mi it /'� , Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. - allato schedule a reinspection. T.F.D. Form F.P. 113 Project: i - Al it . 1 1) c e - i „.., .1- t r.,.. Type of Inspection: 1 ";>if.- 4J 4 a (4) e I r" r • Address: 3 i C S.) / 70 ,P1 . Suite #: Contact Person: Special Instructions: Phone No.: (\feeds Shift Inspection: .Sprinklers: Fire Alarm: Hood & Duct: . Monitor: / ' Pre-Fire: if Permits: d&upancy Type: 1 INSPECTION NUMBER INSPECTION RECORD Retaj !! a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wai 98188 206-575-4407 El ' proved per applicable codes. n Corrections required prior to approval. COMMENTS: 14 ,1< .4 CA. .04 pt.& It FSDA - f2494 sv__ t$t opt, goom (4tio) 5 f Ki 14 L0 2 . HP fo, pi4q I- - V, ue) Inspector: 4 5 1 : 4 2 Date: ii*IN • . 'Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Depaftrdent. Call to schedule a reinspection. : Word/Inspection Record FormiDoc 1/13/06 T.F.D;Fdnit F:P. 113 COMMENTS: Type f Inspecttiionn: i y- - Address: 3 ;5-5 Suite #: , /70 G . . .Contact Person: + t aG�! - /�` Special Instructions: Monitor: )\ , Fret0 - Pre- Fire: - • en - 3 - 14 crp c (IDV e 22_s , 646 a 1 2t e,, , o t., ,, ato - ?p. ._ -5 - '15 s 11 @ -z ; ,g min c qprD e M y t 4 Project: -rk _ 5 - < r Type f Inspecttiionn: i y- - Address: 3 ;5-5 Suite #: , /70 G . . .Contact Person: + t aG�! - /�` Special Instructions: Monitor: Phone No.: Needs Shift Inspection: t Sprinklers: Fire Alarm: Hood & Duct: Monitor: t Pre- Fire: - • Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT proved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 Date: e City of Tukwila Finance Department. CaII to schedule a reinspection. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 = 206- 575 -4407 ri Corrections required prior to approval. Hrs.: rs.. 2 $ 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from J T.F.D. Form F.P. 113 9 Project: Rio Vi - A! Type of Address: 5.55--- Suite #: `5 , r y v i ve„.. ontact Person: Special Instructions: - Phone No.: Needs Shift•Inspection: - Sprinklers: • Fire Alarm: - Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Typo: 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 ri Approved per applicable codes. INSPECTION-. RECORD Retain a copy With permit CITY OF TUKWILA FIRE DEPARTMENT "Pctr3 .1-11 c�'a gz PERMIT NUMBERS e - _ 206 =575 -4407 Corrections required prior to approval. COMMENTS: l ,� 6elmic -O� — 2" i (N, of 1l ov!tot-7Uet -- 74 in - Y 'QV 2- 2a lox Inspector: Date: /01 $8 s AO REINSPECTION FEE REQUIRED. You will receive an invoice from e 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 -s, Project: 12(10,1 r twill& % . , Type of Inspection: Address: 3355' Suite #: , ,2-o PG. , onta Person: Special Instructions: — Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - - 1'r....r,v.-,a.xa7i- s`.,w�ii -M4 w; xiaid. thH:. 12�!r_= 7r.i+ry;+':rn'•- wt.r� Frn x�+a- ;'n««:alr...z+�?A!•1. '' g INSPECTION NUMBER INSPECTIION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206 -575 =4407 444 Andover Park East, Tukwila, Wa. 9888 proved per applicable codes. ri Corrections required prior to approval. COMMENTS: V1 _ 2011/& P - 2 -2_1 4 ,. $8(00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule reinspection. Word /Inspection Record Form.Doc . 1/13/06 • T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. InZt5 ii"VIS: e.Witt Uk4r:WJ . n? "S 1r.en".∎ January 7, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Sabey Providence Data Center 3433 South 120 Place Tukwila, WA MTE Project No. T08101 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Sincerely, C E IV ED JAN 14 2009 atm. 1. Spray Applied Fire Resistive Materials 2. Structural Steel: Visual Welding 3. Fire Resistive Caulking MAYES TESTING ENGINEERS, INC. - Shaun W. SeAg jy Branch Manager FINAL LETTER Permit No. D08 -279 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation MAYES TESTING ENGINEERS, INC. PAttrdleM 7.4 MTE NO: PROJECT: Address: T08101 . SABEY.PROVIDENCE DATA CENTER 3355 South 120 Place Tukwila, WA. PERMIT NO: D08 -279 Page 6 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 10 -7 -08 Weather: Indoors Inspection: Fire Stop Samples: N/A • A MTE inspector arrived onsite for fire caulking and fire stop inspection for data center room perimeter, bottom of the wall, and the hallway between office area and the data room on level 2. Flame safe FS900 and sealant, part # 57578 was used. Fire caulking application at these locations was completed. cc: Building Official, City of Tukwila— Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation Also a coat of FS 3000 was sprayed at 2 air ducts in the data center office. CORRECTIVE ACTION: Closed preliminary report dated 9 -8 -08. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Quang Le RECEIVED OCT 1 7 2008 DE Reviewed by: Shaun W. Sevig Manager Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE NO: T08101 PROJECT: SABEY PROVIDENCE DATA CENTER Address: 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -279 Page 5 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 10 -3 -08 Weather: Indoors Inspection: Fire Stop Samples: N/A A MTE inspector arrived onsite and performed a fire stop inspection at A — B/2.5 — 5 (top of wall). There were no visible cracks on gaps in areas inspected. Roxul safe and grace flame safe FS 900+ sealant was used. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Salts RECEIVED OCT 17 2008 COMMUNITY DEVELOPMENT Reviewed by: i . Shaun W. Sevi cc: Building Official, City of Tukwila— Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ranch Manager MAYES =Two ENGINEERS; Bic 20225 Cedar Valley Road, Suite 110 Rh 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E-2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33 Drive, Suite 190 Rh 503.281.7515 Portland, OR 97211 Fax 503.281.7579 �r�"ciFNtir" :• ":..: Inspector: ,J, B L r kkarcif Hours: 5:0 Time: to Inspector: Hours: Time: to Inspector: Time: to Hours: NONCONFORMING CONDITIONS /CORRECTIVE ACTIONS TAKEN: Page I of I Field Copy / Subject to Review Project No.: t 70 6o Date: /0- 2- d S Sal) I' 1>ci I a 0e/tier S Un; -Stri p - a 7/ W ther: I n s Proj ct Adare 33-g- 5. 1-2 o--M P f. 7 hi; c :4 y c- t ttkwi"/a Engineer: € r n Wits 5 W Architect: Contractor: Project: Permit Owner: Sa L -ey Corp_ _ Type of Inspection: f'u (- t P S Samples: /11 0 /1 (e. MTE 1000 -3C, Rev 2, 4/1/07 SUMMARY: ort - s fiQr -f r n eT - fen st f O �( los1 or) 1 / 2 - inc -t k re acted rod s of o x /' pc'I �' -fv � s� in, con o re - l e Fn-01-0k 4 toor +h roc4511 ±4 e ctei en rd d cer su> .e /7 9 (al), A r+rvor c /; a es /4ra/ e f r ' n e -ef of r e o orc/ v -!- End I i ,'rS /U w v o -a ( or (2 fidl o r -e r-e h -e ,J ar+A ! O o r T!r' ci o h Lc/ad/ay p }C C{ ( u dl rt�' -(`1) .P P F o vice /l fat° P a fa C` 10 r1tP/ �.. h e 5 -P Cy re 5 11 fl (t A c /'s (/7 S f a Ma /I /? € �rc vr'c 4wf'9 b. 0-e irkor a net 44 ft,/ r fl r`Aor rt- st n o r +h p c r � 4 6n 6-( - M b u i / d , r�. `D1`re�,` i �-P it si or2 20 I bs. -crtCe W s ar,° -co eacA ricj dr wi 1 j a(O ora'i--Pc/ Irdrau ill rani ar1i jatuj'e. aSSP/vtby znq" h ,e 1 -Co r Iv ;r u4Ps ; A 11 a n � c r s A e /1st 671 144 7 elli dipr1cP cf - 'ar1ure, T a 141dn Cie Qnc'Ae r ves pu / /ei' i--O Z 500 ! Ls. 4 orce w ■- J n - �a )1t rye b er vex o o s o a r 2. w'i,.a�'; ttt'1frgE Carol Martin From: To: Date: Subject: Attachments: Good afternoon, - RE: SDC52 Anchor Pull Test "Dan Lake" 10/02/2008 2:48 PM RE: SDC52 Anchor Pull Test I tried to leave you a voice mail yesterday to make sure I am getting you what you needed on the ceiling bracing /anchor installation on SDC52 in the Providence Data Center ceiling grid where conduit is hung off same anchor rods. I understand a maximum allowable Toad of 300 lbs is expected for the ceiling anchors, so they field tested 10% for 2x that load and one anchor for 2500 lbs. The anchors were not inspected during installation and I don't believe they had an ICC report to back their installation, so I asked them to carry out this field testing to get some confidence in the "as- built" installation. Please call with any questions, Thank you, Daniel M. Lake P.E., S. E. Senior Structural Engineer danl @enwseattle.com ENW Engineers Northwest, Inc., P.S. 6869 Woodlawn Ave NE; Seattle, WA 9811.5 phone (206) 525 7560 ph direct (206) 973 5410 fax (206) 522 6698 fax direct (206) 973 5610 6(JES- From: Josh Johnson [mailto:JoshJ @sabey.com] Sent: Thursday, October 02, 2008 1:25 PM To: Dan Lake (danl @enwseattle.com); Cloyd Allgier (cloyd.allgier @veca.com); cmartin @ci.tukwila.wa.us Subject: SDC52 Anchor Pull Test Report Attached. We should be good to go. Josh Johnson LEED A.P. Sabey Construction, Inc. Cellular: 206.369.1548 Jobiste: 206.391.8694 www.Sabey.com Page 1 of 2 This message is intended only for the named recipient. If you are not the intended recipient, you are notified that disclosing, copying, distributing or taking any action based on the contents of this information is strictly prohibited. file : / /C:\ temp\ XPGrpWise \48E4DF46tuk- mail6300 -po 100162356819A71 \GW } 00001.H... 10/06/2008 Matt Meile From: Sent: To: Subject: Hi Matt, Stuart Stuart J. Carter, P.E. Special Projects Manager Mayes Testing Engineers, Inc. < mailto:SCarterWayesTesting.com> office(425) 742 -9360 cell (206) 355 -9440 Stuart Carter [SCarter @MAYESTESTING.com] Monday, September 29, 2008 4:47 PM Matt Meile RE: Structural Uni -Strut Grid Original Message From: Matt Meile [mailto:MattM@sabey.com] Sent: Monday, September 29, 2008 6:33 AM To: Stuart Carter Subject: FW: Structural Uni -Strut Grid Thank you! Matthew J. Meile Superintendent Sabey Construction 206 - 255 -3671 (Cell) 206 - 281 -8700 (Office) 206 - 281 -0920 (Fax) mattm@Sabey.com From: Josh Johnson Sent: Monday, September 29, 2008 7:31 AM To: Matt Meile Subject: FW: Structural Uni -Strut Grid Josh Johnson LEED A.P. Sabey Construction, Inc. 1 0 n - ?- 9 `( We can do the pull test at the 620 lb load, though it is nearly at the bottom of our capacity. I suppose that the follow -up question would be if a test is really worth while. If the design load is only 310 pounds -force and the allowable load on the anchor is on the order of. 2,000 lb -f, that's a whopping 6:1 allowable to design. In regards to schedule, we've got an opening on Thursday that I can put you in for. Additional info. on the requested pull out test! Please respond ASAP. U (40:cztf Cellular: 206.369.1548 Jobiste: 206.391.8694 www.Sabey.com This message is intended only for the named recipient. If you are not the intended recipient, you are notified that disclosing, copying, distributing or taking any action based on the contents of this information is strictly prohibited. From: Matt Meile Sent: Thursday, September 18, 2008 11:52 AM To: 'cloyd.allgier @veca.com' Cc: Josh Johnson Subject: FW: Structural Uni -Strut Grid Cloyd, This is the request of Dan Lake on the anchor bolt testing. We need to test 10% of what was installed @ 6201bs. Could you please get me an approx. # of what was installed and I can get Mayes onboard for the testing. Thank you. Matthew J. Meile Superintendent Sabey Construction 206 - 255 -3671 (Cell) 206 - 281 -8700 (Office) 206 - 281 -0920 (Fax) mattm@Sabey.com From: Josh Johnson Sent: Thursday, September 18, 2008 11:31 AM To: Matt Meile Subject: FW: Structural Uni -Strut Grid Josh Johnson LEED A.P. Sabey Construction, Inc. Cellular: 206.369.1548 Jobiste: 206.391.8694 www.Sabey.com This message is intended only for the named recipient. If you are not the intended recipient, you are notified that disclosing, copying, distributing or taking any action based on the contents of this information is strictly prohibited. From: Dan Lake [mailto:danl @enwseattle.com] Sent: Thursday, September 11, 2008 3:19 PM 2 To: Josh Johnson Subject: RE: Structural Uni -Strut Grid Daniel M. Lake P.E., S. E. Senior Structural Engineer danl(enwseattle.com ENW Engineers Northwest, Inc., P.S. 6869 Woodlawn Ave NE; Seattle, WA 98115 phone (206) 525 7560 ph direct (206) 973 5410 fax (206) 522 6698 fax direct (206) 973 5610 From: Josh Johnson [mailto:JoshJ @sabey.com] Sent: Thursday, September 11, 2008 2:20 PM To: Dan Lake Subject: Structural Uni -Strut Grid If you look on the front page of the cabofil cut sheet I sent you they are loading the CF 30/150 - 1.1021b/ft per the table with the 5' span. Status? Josh Johnson LEED A.P. Sabey Construction, Inc. Cellular: 206.369.1548 Jobiste: 206.391.8694 www.Sabey.com This message is intended only for the named recipient. If you are not the intended recipient, you are notified that disclosing, copying, distributing or taking any action based on the contents of this information is strictly prohibited. 3 No virus found in this incoming message. Checked by AVG - http: / /www.avg.com Version: 8.0.173 / Virus Database: 270.7.5/1697 - Release Date: 9/29/2008 7:40 AM MAYES TESTING ENGINEERS, INC. Y.. i tst?i:'^44tAJJ.: ViWaTI f. 4V..ivrtf ..s.ut. r?; 4:•- �J. MTE NO: T08101 PROJECT: SABEY PROVIDENCE DATA CENTER Address: 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -279 Page 4 Owner: Sabey. Corporation Architect: -- Engineer: . Contractor: Sabey Corporation Date:. 9 -8 -08 Weather: , Indoors Inspection: Fire Stop Samples: N/A mss:: Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected fire caulking and fire stop. Inspected application of Grace Frame Safe FS3000 coating. In spraying at the top of the walls and caulking at the bottom walls. Inspected the providence office and providence data center walls. Walls were complete except for the electrical closet and penetration. . PRELIMINARY: INSPECTOR: Jim Kay Reviewed by: Shaun W. Sevigny, B�nch Manager cc: Building Official, City of Tukwila— Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation RECEIVED SEP 2 2 2008 COMMUNITY DEVELOPMENT Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 A E TESTING ENGINEERS, INC. k t F k r 1 Tt3uf xi; �i1 1 t F tF e ire "7 #aS�Lf irtA: M y 1;r, 4114; 'ft . '7:1r : u . P r • MTE NO: PROJECT: Address: Owner: Architect: — Engineer: Contractor: Sabey Corporation Sabey Corporation Date: 8 - 15 - 08 Weather: Sunny Inspection: Structural Steel Samples: N/A T08101 SABEY PROVIDENCE DATA CENTER A1m 2 7nn8 3355 South 120 Place DEVEL0i-ia.NT Lynnwood Office 20225 Cedar valley Road Sute110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite to perform a visual inspection of welding on 4" pipe columns /legs for "pump" foundation, at grid line 7 on the rooftop. Work installed appears to be in accordance with plans and AWS /D1.1 — 2006. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mat Taylor Reviewed by Shaun W. Sevigny, E.I. cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation ranch Manager yEs TESTING ENGINEERS, INC. tiltieowims°.'df°'k?nv wxa"f. +�ti S�:t iBut +kt; if kaa�f^! %t14ri9�ikK(SSS�FS $ ti Yi r MTE NO: PROJECT: Address: 3 PERMIT NO: Page 2 ukwila, W D08 - 279 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 8 - 15 - 08 Weather: Clear Inspection: Fireproofing Samples: N/A T08101 SABEY PROVIDENCE DATA CENTER h 120` Place Reviewed by RECEIVED Alin 2 2 2008 �.. . v1UNITY DEVELOPMENT A MTE inspector arrived onsite to perform fireproofing inspection at two openings on the 3` floor and three openings on the roof level. Inspector verified spray -fiber restrictive materials thickness at these locations had matched or exceeded the existing fireproofing thickness, MK6 spray -fiber restrictive material was used as per manufacturer's recommendations. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Quang Le Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 J. S Shaun W. Sevign IJT., Branch Manager cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation MAYES TESTING ENGINEERS, INC. ��' FtiF w3c2< S d i L 7 .4.e.Ner.v 1i8 i s 7 T08101 RECEIVED SABEY PROVIDENCE DATA CENTER 3355 South 120 Place AUG 18 2008 Tukwila, WA COMMUNITY PERMIT NO: D08 -279 DEVELOPMENT MTE NO: , PROJECT: Address: Page 1 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 8 - 7 - 08 Weather: Sunny Inspection: Structural Steel Samples: N/A s:• Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite to perform visual inspection of welding on the installation of 4" pipe columns for the "chiller" frame, per section B/S4.1 at roof, grids D to G by 6 to 7. Work performed appears to be in accordance with plans and AWS /D1.1 — 2006. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mat Taylor Reviewed by: Shaun W. Sevigny, ., Branch Manager cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. STRUCTURAL CALCULATIONS REVIEWED FOR CODS COMPLIANCE APPR®VE JUL 0 8 2008 We get buildings built. SA 101 EY DATA j D( PIRES 08/28/2008 FILE COPY Permit No. 1NTERGATE EAST BUILDING 5 TUKWILA, WASHINGTON SISTERS OF PROVIDENCE TI RECEIVED CITY OF TUKWILA MAY 114 200E PERMIT CENTS May 14, 2008 ENW Project No. 99- 136035 O. •• • 6869 Woodlawn Avenue NE • Seattle, WA 98115 ▪ 206.525.7560 • fax 206.522.6698 www.enwseattle.com NW ENGINEERS NORTHWEST, INC., P.S. ) PROJECT # .99 rJ (0) 6 SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT S,q/,� Ey /)th `C/� SPC - 5 DATE Ar& ic04 c, v�✓ < <� 4,10,4 7 Jcygc d 6 77i We& agd6b.✓ STRUCTURAL ENGINEERS SHEET BY C. UG 7Z0f< W'L,A (2oly 43I- 3 (07- LLE`2 Jo 4J`&)) 1 of /y C - 2CoG IBC W A.1 - S e,Y 4-7 Sitiow - 2 S P6F eteetoa ,TT CIA- 5-1 D- L Category Importance Table 1 -1 pg.4 Factor Table 6-1 11 1.00 III & IV 1.15 ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -06 Method 2 - Section 6.6.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) PROJECT NUMBER: 99136036 PROJECT NAME: Sisters of Providence LOCATION: Tukwila, WA DESIGN BY: DML PROGRAM LIMITATIONS: 1.) The building height: NOT exceed the length nor width (a 2.)'The building MUST NOT .exceed 60 feet in height.:: 3.) The roof: slvpe. MUST:NOT exceed 45 BUILDING AND SITE INFORMATION INPUT BUILDING WIDTH, B = 460.00 ft. (PARALLEL TO RIDGE) BUILDING LENGTH, L = 495.00 ft. (PERPENDICULAR TO RIDGE) BLDG. EAVE HEIGHT, he = 69.00 ft. BLDG. RIDGE HEIGHT, hr = 69.00 ft. ROOF SLOPE, s = 0.26 in. /ft. IS ROOF A HIP OR GABLE? Gable HEIGHT OF PARAPET, hp = 69.00 ft. (EL o' to T.O.W.) WIND VELOCITY, v = 85 mph ( 3 second gusts only !!!! ) SITE EXPOSURE = B Section 6.5.6.3 IMPORTANCE FACTOR, 1= 1.00 See table to the right TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6-3 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE Toad combinations in Sec. 2.3 & 2.4 Building intemal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 • Note:- III = Pub is Assembly &/or Hazardous ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility Roof slope = 1.1935 degrees OUTPUT MEAN ROOF HEIGHT, hmr = 69.00 ft. L/B = 1.10 DESIGN HEIGHT, hd = 69.00 ft. (WIND PERPENDICULAR TO RIDGE) B/L = 0.91 DESIGN HEIGHT, hd = 59.00 ft. (WIND PARALLEL TO RIDGE) hmr /B = 0.131 Design height for (qh) = 69.00 ft. hmr /L = 0.119 MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6-5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.8499 qh= 0.00256 Kz Kzt Kd V (Eq.6 -15) qh = 13.36 psf @ EL.59 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpi)] (Eq. 6-18) Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 5.34 psf 1 0.40 5.34 psf 2 -0.69 -9.22 psf 2 -0.69 -9.22 psf 3 -0.37 -4.94 psf 3 -0.37 -4.94 psf 4 -0.29 -3.88 psf 4 -0.29 -3.88 psf 5 -0.45 -6.01 psf 5 -0.45 -6.01 psf 6 - 0.45 -6.01 psf 6 -0.45 -6.01 psf 1 E 0.61 8.15 psf 1E 0.61 8.15 psf 2E -1.07 -14.30 psf 2E -1.07 -14.30 psf 3E -0.53 -7.08 psf 3E -0.53 -7.08 psf 4E -0.43 -5.75 psf 4E -0.43 -5.75 psf Case A - Perpendicular to ridge Windward Parapets = 20.04 psf Leeward Parapets = -13.36 psf a= 23.60 ft. 2a= 47.20 ft. 1 SHEET OF All references are to ASCE 7 -05 for Sections, Figures, Tables & Equations rngicl.structUre) Importance Factor - I 5/24/07 Internal pressure = -/- 2.41 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1 E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 5/13/2008 A SC E7 -05W i ndMeth2.Xds `•' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 99136035 PROJECT NAME: Sisters of Providence LOCATION: Tukwila, WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 69.00 ft. BLDG. RIDGE HEIGHT, hr = 69.00 It BLDG. EAVE HEIGHT, he = 69.00 ft. MEAN ROOF HEIGHT, hmr = 69.00 ft. Distance diaphragm is below roof = Wall Support Elevation at Ridge = 66.44 ft. Wall Support Elevation at Eave = 56.44 ft. 2a = 47.20 ft. a = 23.60 ft. Loads to MWFRS ocation Zones Loads Walls @ corners = 1E & 4E 13.90 psf Walls = 1 & 4 9.22 psf Windward roof = 2 -11.63 psf Leeward roof = 3 -7.35 psf Windward roof = 2E -16.70 psf Leeward roof = 3E -9.49 psf Walls parallel to the wind = 5 & 6 0.00 psf Windward Parapets = All 20.04 psf Leeward Parapets = All -13.36 psf ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) 5/24/07 SEATTLE, WA. 98115 Joist depth © MBS buildings For MWFRS Corner design load For Wall "Comer" design load MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 47.2 ft. from corners = 430 pif Non -comer load (more than) 47.2 ft. from comers = 290 pif MWFRS - Diaphpagm loading perpendicular to the ridge Comer load (up to) 47.2 ft. from corners = 430 plf Non - corner load (more than) 47.2 ft. from comers = 290 pif MWFRS - Roof Uplifts Roof uplift Toad up to 47.2 ft. from exterior walls = -16.8 psf f USE Roof uplift load more than 47.2 ft. from exterior walls = -11.7 psf 4 USE Components & Cladding Wall Design @ 1066 sq.ft. trib. (Inward) = Wall Design @ 1066 sq.ft. trib. (Outward) = Wall Design @ 1086 sq.ft. trib. (Outward at Comers) = Wall Design @ 25 sq.ft. trib. (Inward) = Wall Design @ 26 sq.ft. trib. (Outward) _ Wall Design @ 25 sq.ft. trib. (Outward at Corners) = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = AQ Create a separate Toad case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this load case as an independent case and do not combine with the Toad case at the left. 10.8 psf -12.0 psf -12.0 psf 13.6 psf -14.8 psf -17.6 psf Parapet only Design at Comers = 21.6 psf Parapet only Design NOT at Comers = 21.6 psf 0.60 in./ft. 600.0 scj _ft. -9.6 psf -13.2 psf 4 USE 4 USE 4-- 4--- USE 4 USE �- USE 4-- USE 4--- USE 4-- USE 4- USE 4-- USE USE 4- 1-- USE 4 --- USE 4-- USE 2 5/13/2008 ASCE7- 05WindMeth2.xis Date and Time: 12/12/2007 3:08:30 PM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv = 1.52 Period SA (sec) ( %g) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 c� ,41c1 (O 3.?_ ' ) ,F Z 7 2 S 6j sPdf (/ Z ) L L 7zv Li, 13 s � r Ala (c }) r-„ Z 0,35 02_6)(0 Z'7 2 r . a. kf (13,5-1 F Z o, (1)(93i6)(I f Z f 0 ,26 we ( „ 4 ,- ) to JE NW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS Q 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 5t% O 3 PROJECT 5/167 £2 <, SDC 5L DATE s` El - OE SUBJECT Eg, Stfell, SHEET 3 OF 13y �� L A 674 4 _ (f(oz )(9) — (/?9)0.1o) c2sj 2. ( -)( ' ,. 0) GQzc`s Se1.s Pc- 4 7/0wu, f.4" 4te-�Y ai /6t -= PSF 2 59s / <./ 43-19'-7 7 40 C /0 2 /6 Six) 2. t? 2,0 00-) Zo z /SS 4 8/ 5K - Th) • 6(60(0 170 Joe No JOB NAME L,� SUBJECT ENGINEERS — NORTH vpomws (6i 4 u' ( cett ml s P ,-------- j?frij\1 12oVof- w, iepfw Vy Ketf 5oP Arta 1,2,P .T 1 1 7-. Wio ik CAlis P S 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 DATE SHEET if ° OF B Y -rW✓kO' 44s T /I °� JOB No. ° I MP JOB NAME 1:51 DATE SUBJECT Lt � A .4Pr ffL/ SHEET OOF BY 11.1.40—eo "gib 5iat ENGINEERS - NORTH�EST I - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6ti98 lah__ 14e-116 k q PsF FR/H16( ( Roof ray KU NaT 0 Phf Ocriet- FIAOP\ 9t2 1 2 7f (1-nd 3111) ci 17i* rizoill\iii 1.92 (Aex-x144b. Ftvr l '14 1=1,1901 loo cktuot. (poxs� 1 1 rta tXfiMIbK wA14/6 (5% 14 V1 ) ' O (6,) , (fl ili 1 .ef ' I i 'Al l 11 401101, 1 . - RP i f INNOPMM111111111M1111111111110iiiiifiiiIIMIIMmi `, • bot e 1 14E:LL ,,of 1* C4 idfrottir / Dia 0 —0 —0 —0 — 0 —0 —0 —0 MUM J ro A V' 0 Sin n sT M N.,� t . NORTH -SOUTH BUILDING SECTION SCALE: 1/13' =1' -0 ROOF Ftft RM ANCHORAGE ril Structural Engineers R obinson 103 Linden Avenue Meier So. San Francisco, CA 94080 ,lolly & Associates 650 871.2282 Fax 871.2459 APC UNIT Job No. 05240 NETSHELTER SX A R 315 7 Sheet No. 6 Signed by A.M. Date 1/2006 CONDITION. SEE CONCRETE SLAB 0 OVER METAL DECK CONCRETE FILL N.4 N. N NOTES: *SEE SUMMARY SHEET AND CONDITION SCHEDULE FOR BOLTING AND BRACKET REQUIREMENTS. *(1)870 -1101A PALLET BRACKET MAY BE USED IN LIEU OF (2)AR7701 BOLT —DOWN BRACKETS *POSITION BOLTS IN OUTER OR UPPER HALF OF SLOTTED BOLT HOLES WHERE APPLICABLE 11.0" 7.48" / INTERNAL -' BRACKET INSTALLATION 0 0 0 0 0 00 00 28.2" BOTTOM OPENING 11.8" 00 00' ` 0 EXTERNAL BRACKET INSTALLATION —� 0 0 0 0 00 00 tD CONDITION SCHEDULE iD 0 1) EXTERNAL BRACKET INSTALLATION 9.5" 10.2" 0 INTERNAL BRACKETS INSTALLATION 0 0 0 0 0 0 BOTTOM VIEW - OUTLINE OF AR3150 UNIT 7.5" 0 0 SHOWN w /870- 11101A SHOWN w /AR7701 PALLET BRACKETS BOLT —DOWN BRACKETS (2 BRACKETS INCLUDED) (QTY (4) SOLD SEPARATELY) GANGED UNIT BOTTOM PLAN VIEW (FOR EXACT UNIT DIMENSIONS SEE APC TECHNICAL INFORMATION) c0 ro R M Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 Jolly 8 Associates 650 871.2282 Fax 871.2459 APC UNIT ANCHORAGE Job No. 05240 N E TS H E L TE R S X AR3157 Sheet No. 7 Signed by A.M. Date 1/2006 DONDTf10N SEZ CONCRETE SLAB K® CONCRETE FILL OVER METAL DECK L,l UNITS —' STANDARDS I (.I COMP. FLOOR SYSTEM 0 0 J J O • 0 0 0 O 0 O O O 0 0 0 r GANG UNITS IN ACCORDANCE w /APC STANDARDS 00 00 0 0 O0 0 0 O 0 1' ±37" ±22" 39.4" 19.0" 00 00 0 0 00 BOTTOM VIEW OUTLINE OF AR3157 UNIT 0 O0 0 0 0 0 O INTERNAL BRACKET INSTALLATION EXTERNAL BRACKET INSTALLATION INTERNAL BRACKET INSTALLATION EXTERNAL BRACKET INSTALLATION GANG UNIT BOTTOM PLAN VIEW (2 UNITS MIN. GANGED TOGETHER) SHOWN w /870- 11101A PALLET BRACKETS (2 PALLET BRACKETS INCLUDED w /EACH AR3157 UNIT, 8 SHOWN) (FOR INFORMATION NOT SHOWN and ADDITIONAL NOTES REGARDING UNIT INSTALLATION, SEE ) SHOWN w /AR7701 BOLT —DOWN BRACKETS (4 BRACKETS INCL w /EA. UNIT, 16 BRACKETS SHOWN) CONDITION SCHEDULE J J o 0 c 0 ) o 0 0 0 GANG IN ACCORDANCE w /APC L,l UNITS —' STANDARDS I (.I I-1 • 1 , D1 BOTTOM VIEW OUTLINE OF AR3157 UNIT i ICI IUI o 0 o J # 0 o,, a o 0 0 J J O • 0 0 0 O 0 O O O 0 0 0 r GANG UNITS IN ACCORDANCE w /APC STANDARDS 00 00 0 0 O0 0 0 O 0 1' ±37" ±22" 39.4" 19.0" 00 00 0 0 00 BOTTOM VIEW OUTLINE OF AR3157 UNIT 0 O0 0 0 0 0 O INTERNAL BRACKET INSTALLATION EXTERNAL BRACKET INSTALLATION INTERNAL BRACKET INSTALLATION EXTERNAL BRACKET INSTALLATION GANG UNIT BOTTOM PLAN VIEW (2 UNITS MIN. GANGED TOGETHER) SHOWN w /870- 11101A PALLET BRACKETS (2 PALLET BRACKETS INCLUDED w /EACH AR3157 UNIT, 8 SHOWN) (FOR INFORMATION NOT SHOWN and ADDITIONAL NOTES REGARDING UNIT INSTALLATION, SEE ) SHOWN w /AR7701 BOLT —DOWN BRACKETS (4 BRACKETS INCL w /EA. UNIT, 16 BRACKETS SHOWN) CONDITION SCHEDULE This siaticnar >° blade louver is what cotes to most people's hinds when the:term quite similar tO the K b ada design; except theli ibiade has a i adcat3onal offset ;3r' to . provide extra rotection against water ene rat n. Models ESJ and ESK: Design trfcorpDrate. a alt: hidden TT.uilions :for• coati 3up33s siZZS are e ceecec. V. ................. nical 331ise1* . S 4iFic '$il( Ems; Blade.:... 1' SW. • ?r iDi;r 3f8(`fincll,Ei t Frame: ?rlLi r4SF !1 1CIiv6; E 1 S <•:::iii7ti 7 x 46! ? SAN31w ? 8i • • Apla Rao Area Imd><t` O X f F: £ 5^33xu 1 3 iii! rt Wairf- 06 {f!4.1iet1 P s9ute Dean ir• Maximus:: 084 . 60t xtlflitu Yrlusty tu: w5,i Nits•irnu• intaka lol:tr••» 4515 5832 • 44611' Flow Rasa 4$ i 43 Unit 3C:: 3 xtiuu.°.1 't. Titre; flax •ip 2.15 U: w;3 :Om; � .081 . :. i- .C•$1 .031 . .. ... a.... .. .S . 8.Cr i?:i4 ^8: fi JS g.�6 i6 .3 ! 1 6s v3 t A inn. 666 601 b9. ; 172 ti:i • • 4R1r1S::t : %. matu:cn` ... ..:. 6138 8018 i 1, .i)3 ..4i33i'> .. ..si`t ?s..;• ?• 6822 8531 sin 8216 SIUo('1i Sili.:- -= ESK C>t • �m:/d4lZ/l - �;.... >y`097� lCLi a is ttiei ttU z+ The J blade design is 'rare hook' in each' blade which iS intended blade appearance, wherernariinath.section S lls1a. Typical: Hiticier, i�?lullion Joiut IV United Enertech (ENGINEERS) SUBMITTAL DATA LOUVER (steel) Application and Design SFL-4 or SAFL -4 is a weather louver designed to protect air intake and exhaust openings in building exterior walls. Design incorporates J style blades and high free area to provide maximum resistance to rain and weather while providing minimum resistance to airflow. —4 n, 1i" Optional Flange STANDARD CONSTRUCTION: FRAME: 18 ga. galvanized steel, 4" deep BLADES: J style, 20 ga. galvanized steel, positioned at 45° angles on approximately 4" centers. BIRDSCREEN: 1/2" x .050" Expanded flattened alum. in removable frame. Screen is mounted on inside (rear) FINISH: mill galvanized MINIMUM SIZE: 8"w x 10 "h MAXIMUM SIZE: 72 "w x 96 "h Larger sizes made in multiple sections. 4 Typical Jamb Optional Extended Sill ❑ Heavier gauge construction ❑ Stainless steel construction ❑ Filter racks ❑ Security bars OPTIONS (at additional cost) ❑ Flanged frame ❑ Extended sill ❑ A variety of bird and insect screens ❑ A variety of architectural finishes including: Baked Powder Polyester Baked Powder Fluropolymer 70% Baked Powder Clear Coat "W & H dimensions furnished approximately 1/4" under size. Job Name: Location: Architect: Engineer: Contractor: ❑ MODEL SFL-4 (Fixed) ❑ MODEL SAFL -4 (Adjustable) DRAWN BY: CLJ REV. NO. 10 DATE: 01 -01 -00 APPROVED BY: BGT REV. DATE: 02 -21 -08 DWG. NO.: E -5c ritra'ara.:M 11101EBECIEVEMEECIMIKENIMIIIIECIULECIEMIEMIENOMEMEDEMEDEIFIgEMEI EMENDUEMENEVEME1313012110124MEMEIDEMENISMESOMOMME101 13131313131313E11311211 011Eaggi1gagarie El ROI Hallway 131913131313131211211211 IMEIEJ 1E11041 El taouratiocuanau tumm ilailaR EitMEICIEKEHEIC1113131130130112313111301211311312112/121131311313E1 MEM MEIN 110113121131aSAME1113113121130131311060131211131E101313E113113 #13E30 HEIM 5393131211300131:311313131131313013131361313131:313131313113 EME1111 mass IEMEIEllallaffl12/11313113E113131211313121121131301:31313012113131 OEM [MN railliCICIEMEMEIEMEIEIEUE113131315113121121131313E110113E1' HaN EilltiMEIEIWQ:12113131131311311313031313131313113011301131Q BM kV EIVED:14131WIE1131313121131313113131eFAME1130131313E1E112113eCitC■C CIEMS E11113131313M21313111311301:31111381313131313113113013131301131 ta CHM 130',2 013131211EINME1121131313130112311311301301312113131131a13121131 • EMIU 1311052: EME111311:9110WEEHEME113131130131121131131311313100113013013 maw Emu E31121313113ME131311311131311313113130121131313131313130131313 • 121111111 1013131:31:111151313131313131131313113131313131312/131313130131 !IMMO I3EMI E112131313=4:11311313131:11131211313111231313131313118013131313131 Mina 113ET3 LE111131313013131311311313011313131131313131312110141813113013 mum 131EiN 101313131313131211313121131313013113EIEU3131313131203131313 talmea 1310:1:1 1031:313131301111131:11131121011313E113131313E1E112113131E113013101 MEM HIM ElitigillEICIEMEICIEVEMEIEME1113113EME10131313113131131121 tagora EMU EllEMEICIIEUME11801131E1Ei . • . E313121131313013012311313121 10/21121UEIMEI •• • , .21 EI12021313115131211211311130113 • .C..` • C.:ICI FM EMEMENEINEMEHEICIEUE11013111313g-'2e013131313ElliE10121113 LIM EINGIEJOIEHEME1131311310113131211131101311313131310861131131.30 mama BEM 1E3E/E1131210320131313131131311813130013131:3013131:31313113 13101.3 BEIEUD Eill2:1131313M1013113131318121131313131313E1131313013E101313 EDIEDE1 MEM EIEME113131801313113011311313111313181313131312113121131211313113 rsIEM MEM EIM1313131313013131301612113011313130113130131.31301313 MOM MGR EIME11211312113131311311361:1113101131313131313E1013EICIE11313 EiEIM IMMO EIRIgE11313131313121131131211311311211313130121131301313001313 mom El ME EIME/1301.313131313131013121001313161131313E1131:31131313113 t ft LIE112 113ME EAMICirtilir313131131313113101131013111311EIEME1131313131131BEILl 113111511 EMEDIDEILiEllEiElE1131312101311131311313113131131211313131E1130113 MEM Hsi E3E021313131313131211011313131131313131131301313121131131131313 MEM CMIBEI13113130113113111313131131131311313121112113131313E1E1131313 MEM EIHM*.E311312113131EilEaritleiCianluuriGICIGICI 120131112113 8" EilQQE111151113 8" Ci ME LI 111=111 SEMEN ELNIIILII NISEI ELMO MERU uIJ Total410.-:iraCkS:1413i Strt rack even with su rt beam 12" 12" against the wall for server install 12" against the wall for server install Order. install 50 racks Allocated kw 500kw Office area 50kw SAN area allocated 100kw :_,; • CeColda - stundaionoPianommt SAN TL Providence Healthcare Enterprise Data Center Sabey Location RaCkS Note: this does not include the Office space which is allocated 60kw Cooling: Row 1 A Row 18 Row 2A1 Row 2A2 Row 2B 43 29 17 23 tons tons tons tons 26 tons SERIEM1 Row 1A Row 18 Row 2A1 Row 2A2 Row 2B 30 20 12 16 18 Hubbell CS 8365C, 50 amp Hubbell CS 8365C, 50 amp Hubbell CS 8365C, 50 amp Hubbell CS 8365C, 50 amp Hubbell CS 8365C, 50 amp •OkflOgilelMS.VOC;:1W0114) 192 align racks on the walkway align racks on the walkway 3 - 22-o C.40 ENW ENGINEERS NORTHWEST, INC., P.S. �j 6869 WooDLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # 99 I v O PROJECT ( j7'{1 1 / DATE SHEET OF BY SUBJECT / /V c� W P S ."(5-. I L.1141 hi/b .3 � N 34 VVj X-5 g: - s-ec t /g 60 N • 14, Iw o it wetto 4' h x e m< O_ I l ry W/ 2' f L I:i W; I( 0oLT T� Ca 5 " GA Crmibt 4 ") STRUCTURAL ENGINEERS (09L sr, otit. i crpr.Ti 6 e4.. 4?J?zzQ- //.SS S'S g `f ' rie7 °r, ao V WJi 44 ~ . t OF LauVp2 (V-o2T, D g4e. / % X "x 0 w/ Z- %z'fd HI LT7 Kt.) 14( 60 CT Ti Gam. ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # 9 913 (D O 3r PROJECT Si reg. S ( / / 90J C DATE .5 - 14- O SUBJECT 2A0 Fi..avrt $ 02‘47t/46 SHEET OF i1t6 0C'i. E N / 2,6',J A L1. By ,i9/1't �- RAcz c.. vU 9(0 - 2 .s 6o) +- /G00 2 77.5 Z�J , 04 % LS ( = / 0 570 fc- 30 24c,Ks t 80' /1 -OtGr r 44C— O May 28, 2008 Marcelo Garces 12201 Tukwila International Bl Fouth Floor Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -279 Providence Health & Services — 3355 S 120 P1 Dear Mr. Garces, • • Cizy of Tukwila Department of Community Development Jack Pace, Director 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) 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 messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fer Marshall it Technician encl File No. D08 -279 P:\Pemat Center\Correction Letters\2008\D08 -279 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Building Division Review Memo Date: May 20, 2008 Project Name: Providence Health and Services Permit #: D08 -279 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. Egress plan shows a path marked in yellow to define an exit path. An egress path shall not be allowed through the undefined open space assumed to be open storage or warehouse unless the path is a demarcated minimum 44 inch wide aisle defined by full or partial height fixed walls or similar construction that will maintain the required width and lead directly to the exit without obstructions or possibility thereof. Please revise egress plan to show provisions for a protected exit access path. (IBC 1014.2 #2.4) 2. On the exiting plan identify emergency lighting and identify illuminated exit signs along a common path of travel leading to the required exits. Emergency lighting shall meet means of egress illumination requirements including the 1 foot - candle requirement at the walking surface. (IBC Section 1006 & Section 1011) 3. The scope of work is shown for the office TI. Please identify on the building foot print or site plan location of the exterior envelopes scope of work. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: �y0§ Bu � �� � ding Division Complete Comments: Documents/routing slip.doc 2 -28 -02 HERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 279 DATE: 06 - - PROJECT NAME: PROVIDENCE HEALTH & SERVICES SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Public Works ri Structural ❑ Permit Coordinator DUE DATE: 06 -19-08 DATE: DATE: Not Applicable ❑ Permit Center Use Only • INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required n DUE DATE: 07-17-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PL ACTIVITY NUMBER: D08 -279 DATE: 05 -14 -08 PROJECT NAME: PROVIDENCE HEALTH AND SERVICES SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: • N 4 KV& bS'U -rh Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1� Incomplete n • P ANG SLIP DUE DATE: 05 -15-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: /Lk., ,d Planning Division Permit Coordinator n Not Applicable DUE DATE: 06 -12 -08 Approved n Approved with Conditions n Not Approved (attach comments) l� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 007410S Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:j�� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D08 -279 ❑ 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: Providence Health & Services Project Address: 3355 S 120 P1 Contact Person: MAY6a0 C(i ' Phone Number: 211/ 4 1 ( 4 Summary of Revision: 7�1 -P. yino vikti, frikhOla 7D ?1 1%/L A, L ✓47# eel w TA Ekxr ,£sir- ,! GM77 d 7Ibhp.dn r',66 *s A/K pApkt C,gnv g- ?' w& e,:errch6fil qND,F.O vV • • Sheet Number(s): 1 4- 0 / A- /O() "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A60 , Entered in Permits Plus on CU( E t ✓v ■appiicadons\forms- applications on Iine\revision submittal Created: 8-13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Cr E CEIV� is , 14/11 JUN 18 2808 PERMIT CENTER Look Up a Contractor, Electrici , Plumber or Elevator Professional Lice Detail Page 1 of 1 Close this Page > Information In Spanish I Topic Index I Contact Info I I Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law (RCW) or Rule (WAC) I Get a form or publication , General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. SABEY CONSTRUCTION INC Business and Licensing Information Verify Workers' Comp Premium Status Name Phone Address Suite /Apt. City State Zip County SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 981685121 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 • 601532164 ACTIVE SABEYCI033KM 1 CONSTRUCTION CONTRACTOR 5/14/1997 1/6/2009 Ll Printer friendly DASCOC *066KD SABEYC *953RE GENERAL ) UNUSED A Access Washingtone ONctll Sour rhwer anent WM Sid 440ametemieviemacwenmwwwwwwinc.morsmaimow aw o Business Owner Information � Bond Information a Assignment of Savings Information J a Insurance Information a Show All I search . ® Help . About L &I 1 Find a job at L &I 1 Site Feedback 1 1-800-547-8367 ® Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agrent I Privacy and security statement I Intended use /external conte Aa11c j staff only link https: // fortress .wa.gov /lnilbbip/Detail. aspx ?License= SABEYCI03 3KM 07/11/2008 Sabey Data Center Providence Data Center - Building 5 3355 South 120th Place Tukwila, WA 98168 Project Number 208268.01 June 16, 2008 i ERMIT RESU:MITTAL SEPARATE REQUIRED c aI plumbing Gas Piping City of Tukwila BUILDING DIVISION 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. 52 FILE COPY Permit NO. 905 -219 NOS CODE CONP APPROVED � 0 B 1� ©8 CO CALLI CORRECTION LTR# j:\projects\sabey\sdc523\caddsdc523\sheets\sdc523_cover.sht U7 O od CD 0 CNI m O LD- co N C4 O1 © (Z❑ ce r0>,U)— O N L CTo -CD Lo —3 t1U)co — Plar review approval Is sat to en= end mss. Approval of won docummits does notaidh the violation of any adopted code or ord1nce. Receipt of w Reld Copy and ocotillos is ed: By ` - • Date :. -( // / City of Tukw l BUILDING DIVISION SON TO -1 211 6/13/2008 RECEDED CITY OF TUKWILA JUN 18 LUUB PERMIT CENTER 10:41:30 AM COPYRIGHT © 2003 CALLISON ARCHITECTURE, INC. SYMBOLS SYMBOL BOL AND DESCRIPTION \ .t\ \Yid \\ U�\� \ \ \ \\ \ \.�. ".•\ 4:r:'. BUILDING SECTION INDICATOR RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX /A -XXX MATCHLINE INDICATOR EXISTING COLUMN GRID INDICATOR AND GRID LINES DATUM INDICATOR ROOM NAME 2022 ROOM NAME & NUMBER ROOM NAME & NUMBER AND FINISH CODES DOOR NUMBER WINDOW NUMBER LOUVER NUMBER IxxIxxIXXI WALL /PARTITION TYPE INDICATOR ROOM NAME 2022 AIBICID EXIT LIGHT FIXTURE (WALL MOUNT) spot el INTERIOR ELEVATION INDICATOR �FIXXXXX) <FIXXXXX> <EIXXXXX> WALL SECTION INDICATOR XX A -XXX SMALL CONDITION DETAIL INDICATOR / " \ REVISION INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR ROOM NAME 2022 F2 FINISH INDICATOR FURNITURE INDICATOR EQUIPMENT INDICATOR <XIXXXXX> FIXTURE INDICATOR EXIT LIGHT FIXTURE (CEILING MOUNT) SECURITY CAMERA 7 ROOM NAME & NUMBER AND FINISH CODE ABBREVIATIONS AC ACC ACOUS ACT AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CFLG CG CH CI CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CT CTR CU D DOUBLE DEMO DET DF DIA DIAL DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EPO EQ EQUIP ESCAL EXH EXP EXIST EXT FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRPF FRT FS FT FTG FUT FVC FWC GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HC HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC .3 A PHA TI T S L C CONCRETE E ACCESSIBLE ACOUSTICAL ACOUSTICAL CEILING TILE AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINE T CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC COUNTERFLASHING CORNER GUARD COAT HOOK CAST IRON CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CASEWORK CERAMIC TILE CENTER CUBIC DEEP DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EMERGENCY POWER OFF EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT JAN JANITOR JS JANITOR SINK JT JOINT KIT KITCHEN L LAM L AU L AV LT L TG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MIL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PC PD PERP PLAM PLAS PLYWD PNL PL PR PRK PROP PT PIN QT R RCP RD REF REFR REINF REQD REV RFG RM RO RT SC SCHED SD SECT SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ SS SST STC STD STL STOR STRUCT SUSP T T &G TEL TEMP TER THK TMPD TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/O WC WD WH WP WR WT WWF INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE 4 MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION QUARRY TILE RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THINK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC XMFR TRANSFORMER YD YARD 5 GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT 15 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4- DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED 50 THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. F, PROJECT LOCATION Building 5 Second Floor 7 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 15 GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION (VERIFY IF SPECS ARE TO BE ISSUED). 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PROJECT DIRECTORY OWNER SABEY CORPORATION 12201 220 TUKWILA INTERNATIONAL E ONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION REP. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 - 4200 FAX: (206) 281 -0920 ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623 -4646 FAX: (206) 623 -4625 STRUCT. MECH. ELEC. PROJECT ANALYSIS APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE THE ABOVE WITH STATE AMENDMENTS. WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE LAND AREA: 46.15 ACRES. EXISTING GROSS BUILDING AREA: 188,222 S.F. EXISTING BUILDING HEIGHT: 3 STORIES EXISTING PARKING: 188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) SEISMIC DESIGN CATEGORY D OCCUPANCY GROUP: B OFFICE/ ELECTRONIC DATA CENTER (NO CHANGE) CONSTRUCTION TYPE: 1 -A FULLY SPRINKLED SCOPE OF WORK CONSTRUCTION OF 5000 SF DATA CENTER AND 2500 SF OFFICE. CONSISTS OF TI OFFICE IMPROVEMENTS, MECHANICAL AND ELECTRICAL IN SUPPORT OF BOTH AREAS. BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 LEGAL DESCRIPTION PARCEL 4: 8 ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 - 6698 MCKINSTRY 5005 3RD AVE S SEATTLE, WA 98134 TELE: (206) 762 -3311 FAX: (206) 832 -8685 VECA ELECTRIC 5614 7TH AVE S SEATTLE, WA 98108 TELE. (206) 436 -5229 FAX: (206) 696 -7329 9 LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 10 DRAWING INDEX ARCHITECTURAL 11 A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 SECOND FLOOR EXITING DIAGRAMS A -003 SPECIFICATIONS A -004 SPECIFICATIONS A -100 SECOND FLOOR DEMOLITION PLAN & SECOND FLOOR PARTIAL FLOOR PLAN A -101 SECOND FLOOR PARTIAL REFLECTED CEILING PLAN & SECOND FLOOR PARTIAL EQUIPMENT PLAN A -500 EXTERIOR ELEVATIONS A -700 INTERIOR ELEVATIONS A -800 DOOR & FINISH SCHEDULES & DETAILS A -801 DETAILS j: \projects\sabey\sdc 523\ caddsdc523\sheets\sdc523_a -000. sFit 6/13/2008 17 REVIEWED FO ICE CODE COMPLIANCE APPROVED JUL 0 8 2008 City Or Tukwila �' B ILDIN DIVISION '10:41:33 AM COPYRIGHT (9 2007 CALLISON ■ n \ . \ \ : \ 1 OkN •A . n\ . N -,:.. i a* v mg W 06 1- 1 W W z W 0 0 CL z 0 (1) J J U A -000 0 vr N 0 N m N co co ca 00 0) 3 o< - o CO ~ - N L 4- -1- s- 0 0 N (0 N N N0a) T li v)h - uL co 0 (0 L a) 0 0 N 1- RECEIVED CITY OF TUKWILA JUN 18 ZUU8 PERMIT CENTER u7 (NI co N (O 0 0 N o LO I- 0) o0) E 0 0 0 0) (0 0 LL 0 c0 0 N cO 0 N 1- 0 w 0 a N co N ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 0 0 a) n (o (1) GENERAL INFORMATION SHEET ;ADJUSTED - -- - - - - - -- - - - - - -- McLEOD USA 399405 S.F. BUILDING 2 107,489 S.F. OCCUPANCY S PARKING 1/1000 =108 V -N SPRINKLERED UNLIMITED AREA LIGHT REALM J!L:ui 11111 BUILDING 3 161,445 S.F. OCCUPANCY F PARKING 1/1000 =161 V -N SPRINKLERED YARD AREA 359080 S.F. 2 HR AREA SEPARATION WALL BLDG. #3 SWITCH GEAR 249840 S.F. SEPARATION 249840 OUMPSTFR VACANT AI WALL ```' :189640 S.F. OPTION YARD W/ NEW FIRE WALL BLDG. *3 SWITCH GEAR r-T1 _P771 3411 S. 120TH PL. BUILDING 1 98,564 S.F. PARK OCCUPANCY Fl SWITCH PARKING 1/1000 =99 ` GEAR V -N SPRINKLERED w BLDG. #1 SWITCH GEAR 433 S. 12OTH PL. MAIL CENTER SEPARATION WALL 289627 S.F. 30' RECORDED NON BUILD EASEMENT 2 HR AREA SEPARATION WALL BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V -1 HR SPRINKLERED 39,627 S.F. ENCLOSED DOCK 2 HR AREA SEPARATION WALL 389083 S.F. 2 HR AREA 0 a a w AREA ADJUSTED LOT LINE ' ( Sec. 9 LOT 4 LOT 1/16 Cor. z LOUVER INSTALLATION 1/1 Cot% Sec. 10 LOT Oa' .I: LOT 1 25' RECIPROCIAL ACCESS EASEMENT FH � FIRE LANE NOSTANDING OR PARKING AT ANYTIME BLDG. #4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEMENT PROJECT LOCATION 10 TIINIA t 3511 S. 126TH PL. 60' RECORDED NON BUILDABLE EASEMENT 11 12 REVIEW MPLIANCE CODE CO ® APPR VE® JUL 0 8 2008 Ci�Y pf Tukwiia BU ILDING DIVISION j:\ projects\ sabey\ sdc523\ caddsdc523 \sheets\sdc523_a- 001.sht 6/13/2008 10:41:41 AM COPYRIGHT (2) 2007 CALLISON n N,:l z 0 V1 J U SITE PLAN A -001 V) V w w w Z 0 N d- co co N a) U (o 0_ Q N (/D L) 0, C) O 0 0 L CD N (0 0 0 N F RECEIVED CITY OF T UKWI A JUN 18 2008 PERMIT CENTER 0 0 1- CO ✓ - N CO CO N N CD CO O 0 N N ▪ LL 0 0 0 . u) (0 0 O O Q CO N DD O 1- 0 w 0 a ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 10 EXIT PATH - DO NOT OBSTRUCT 4" WIDE YELLOW BORDER 1'0" HIGH YELLOW LETTERING (TYP) EXIT CORRIDOR LIGHTING 1 SOURCED FROM STAND-BY GENERATOR = —`' 1 >' PANEL. , 1 1 1 1 1 1- 1 % ■ ................. . v:} : r:.e ::;Y.: • <r.i * a:invc:** <a:. »a:::*:::?' - - �• {h - r: } ?:re: }: {::n;,:: -:: -. • 1 P. KNEE WALL AREA OF WORK THIS PERMIT UNOCCUPIED AREA UNOCCUPIED AREA UNOCCUPIED AREA EXIT CORRIDOR LIGHTING„ SOURCED FROM STAND -BY GENERATOR PANEL. EXISTING OCCUPIED SPACE . h UNOCCUPIED SPACE 1 1 A : SECOND FLOOR EXITING DIAGRAM • st TRAVEL DISTANCE - OFFICE SPACE COMMON PATH OF TRAVEL DISTANCE (POINT D TO POINT B); 72' TOTAL DISTANCE TRAVELLED D TO C :137' TRAVEL DISTANCE - DATA CENTER COMMON PATH OF TRAVEL DISTANCE (POINT E TO POINT B): 96' TOTAL DISTANCE TRAVELLED E TO C; 136' LEGEND B 300 EXIT ..................... :., •. , •:{ i:: 2}:: S: j}.;{. r};}>} v 4::<<•}:{:::, �i{< i:<•?+: isti{}:, i }�ti:`:« <{ <�j:i <i <i> ?>: <: +y >.. +Oi:; { }w: •: {:.y:; ��. ....... v.: ,: }.: .....i 400 0<;: .Q iS {. •�•{ 4} ". ::.... .:•.::.:..: 4:0:0 }•}.:i {:.: ?: ?:. }:Oi`<�::� >}:�:v:.. : . OCCUPANCY GROUP OCCUPANT LOAD FACTOR NUMBER OF OCCUPANTS EXITS REQUIRED EXIT OCCUPANT LOAD WALL- MOUNTED EXIT LIGHT EXISTING OCCUPIED SPACE .....,.,..,, .,..., .,.., nx..., ., ., n. n..n: ..,..., nn. n....,...,.,..•:.,+ X:} i?:' L ?o:a. <: } }?:i•: ": «'T. <: ?:0 » » - - ::<:?: o:' S::: i+ is�i}:'{< v??:<:}}?} } }?:: }:'i' ^.o ?{i� }}i } ? }?:i�: <:? }:.iii: <�i: {: } } } ? ?:•T ? }? ? ?: 11 12 1:\ projects\ sabey\ sdc523\ caddsdc523 \sheets\sdc523_a- 002.sht 6/13/2008 10:41:51 AM COPYRIGHT (c) 2007 CALLISON IR ` N \ z 0 t1) J J U m Z — ( H a a) O . (q O V `- O LL ILI wmcD � N � cv0 0 ( Co Co N U) W 0 W U) cti F 1 W W z W 0 0 rg RECEIVED CITY ©E T Cl. JUN 18 2008 PERMIT CENTER ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL. 06/16/08 SECOND FLOOR EXITING DIAGRAM A -002 N LO CD O C) 40 CD N k C 0 0 ) C CD LO N N (D tD co N N N CO CO -- - CD CD O 0 N (0 N N 1 O N— Q) I — IL 0 (o . T d E • CO in 0 ti CD 0 Q co CD A r CO co co N N CO 4 CO . -w 0to N (O F– LL. DIVISION 1 01100 SUMMARY A. This specification includes requirements for several Projects, consequently it may . contain elements which do not apply to this particular project. Refer to the Drawings to determine whether the specified element applies to this Project. B. Contact the Building Owner for additional requirements and conditions. 01330 SUBMITTAL PROCEDURES 1. Identify deviations from Contract Documents. Leave space for Contractor and Architect review stamps. A. Submittal Procedure: 2. Review and sign each submittal prior to submittal to the Architect. Unsigned submittals will be returned by the Architect. 3. Transmit each item to the Architect. Include project name, Contractor name, subcontractor or supplier name, and drawing sheet, detail number, or specification section number corresponding to the submittal as appropriate. 4. Make submittals as required to cause no delay in the Work. Allow sufficient time for possible revision and resubmittal of rejected submittals. Coordinate submittal of related items. 5. Revise and resubmit rejected submittals as required to obtain approval, identifying changes made since previous submittal. B. Shop Drawings: 1. Number of Copies: Submit two copies for review. Architect will produce electrostatic copies for record, and send the original mark up copy back to the Contractor. 2. Drawings shall show quantities, materials, methods of assembly, adjacent construction, dimensions, and all other appropriate information to adjacent illustrate the work. Show additional elements as specified in the technical Sections. C. Product Data: 1. Mark each copy to identify applicable products, models, options and other data; supplement manufacture's standard data to provide information unique to the work. 2. Submit the number of copies that Contractor requires, plus one additional copy that will be retained by the Architect. D. Samples: 1. Submit samples as specified in the technical sections. 2. Include identification on, each sample giving full information. 3. Unless otherwise specified, submit the number of samples the Contractor requires, plus one additional sample, which will be retained by Architect. DIVISION 2 02221 SELECTIVE DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the Work. B. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. C. Carefully remove materials and components to be salvaged or reused at this location. Contact the Owner to determine which items will be claimed. Temporarily store salvage materials and transport them as directed by the Owner. D. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Saw cut concrete, including trenches for new conduit and piping in floor slabs. E. Repair all demolition performed in excess of that required, at no additional cost to the Owner. DIVISION 3 03546 CEMENTITIOUS UNDERLAYMENTS A. Summary: Cementitious underlayments to prepare defective concrete slab surfaces to receive new floor finishes and to provide transition between floor finishes of different elevation. B. Self Leveling and Trowelable Underlayments: Cement based material; minimum 28 day compressive strength 4,500 psi when tested in accordance with ASTM C109; minimum bond strength 200 psi. C. Accessories: Furnish primers, fillers, and other accessories as recommended by the underlayment manufacturer for the conditions of the Project. D. Preparation: Ensure that subfloor is clean, dry, hard, sound, and free of oils, or other substance that would affect proper bonding and curing. Conform to manufacturer's recommendations. Grind down high spots. E. Application: 1. Apply materials in accordance with the manufacturer's recommendations. Use rimer over substrates as recommended by the manufacturer. 2. primer Flat to within 1/4" in 10 feet (FF25, Fi20 over test area; FF20, F117 local minimum). DIVISION 4 - NOT USED DIVISION 5 - METALS 05400 COLD FORMED METAL FRAMING A. Miscellaneous metal framing - "Unistrut ", 1 5/8" x 1 5/8" framing channels or equal. B.Miscellaneous Metal Framing Installation: 1. Install metal framing in accordance with architectural and structural drawings. 2. Provide manufacturer's standard framing accessories as required to provide complete and rigid framing system. 05735 PERFORATED METALS (NOT USED) A. Security Mesh 1. Type 1 Security Mesh: Amico Security Products ASM .75 -13F steel mesh. Accessories: Secura attachment clips. 2. Type 2 Security Mesh: Riverdale WireWall High Security Fencing - 1/2" x 3" x 8 Gage mesh fencing. B. Security Mesh Installation 1. Install metal framing in accordance manufacturer's recommendations. 2. For security mesh installed in walls, attachment screws shall penetrate metal stud framing. Security mesh shall be on the non - secure side. 3. For security mesh installed above ceilings or under raised floor, attachment screws shall penetrate metal stud framing. Security mesh shall be on the secure side. DIVISION 6 06100 ROUGH CARPENTRY A. Terminal Backboards: APA AC grade exterior; fire retardant treated; UL "FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -27 Type A for plywood. B. Terminal Backboard Installation: 1. Provide plywood terminal backboard for telephone systems where indicated on the drawings. 2. Mechanically apply directly over gypsum backing board. 06400ARCHITECTURAL WOODWORK A. Summary: Requirements for the following as applicable to the Project. 1. Standing and running trim. 2. Wood door and glazed relite frames. 3. Plastic laminate and wood veneer casework. 4. Wood veneer paneling. B. Quality Assurance 1. Fabricator: A minimum of 5 years experience in the fabrication of custom architectural woodwork of the type specified. 2. All Architectural Woodwork shall be under the responsibility of a single fabricator. 3. Unless specified otherwise, perform work in accordance with AWI Custom grade standards. C. Referenced Standards 1. Architectural Woodwork In i (AWI): Architectural r li n st tute Woodwork Quality Standards, Guide Specifications and Quality Certification Program (Current Edition). D. Submittals: 1. Shop Drawings. Indicate materials, components, profiles and configurations, dimensions, fastening methods, jointing details, colors and finishes, and accessories. Details shall be at a minimum scale of 1 -1/2 inch per foot. 2. Samples: a. Solid Wood with Transparent Finish: Submit 12 inch long samples representative of the maximum range of color and graining to be expected for each species, cut, and finish combination to be provided. b. Veneer Paneling: Submit 8" x 11" samples of each species, cut, and finish combination for each veneer; include core material and edge treatment. c. Prefinished board; include color samples. d. Plastic laminate. 3. Product Literature: Submit literature for casework hardware components. E. Materials: 1. Lumber: a. Transparent Finish Lumber: AWI Grade I; species and cut as listed in the Finish Schedule. b.Opaque Finish Lumber: AWI Grade II Poplar. 2. Plywood: APA rated in accordance with PS 1; 3/4 inch thick AC exterior grade unless indicated or specified otherwise; touch sanded where plastic laminate veneers are to be applied. 3. Wood Veneer Flitches: AWI Grade AA; species and cut as listed in the Finish Schedule. 4. Particle Board: ANSI A208.1; grade M -2 5. Medium_ Density Fiberboard (MDF): ANSI A208.2 Class MD. 6. Pre - finished Board: Low pressure melamine over particleboard, MDF, or hardboard core; select colors with closest match to adjacent surface material, unless approved otherwise. 7. Plastic Laminate: a. Brands and colors as scheduled on Drawings. b. Exposed: NEMA LD -3; general and vertical grade, c. Backing Sheets: NEMA ID-3; backing grade; undecorated. F. Accessory Materials: 1. Cabinet Hardware: a. Pulls: 4 inch wire pulls; brushed chrome finish. b. Drawer Slides: 3/4 extension; ball bearing; powder coated finish; rail mount; Blum or approved; load rating as required for the application.. c. Concealed Hinges: European style; concealed; self - closing; 125 degree of opening, Blum, Grass or Hafele. d. Cabinet Shelf Brackets: Metal pin style support; chrome finish. e. Wiring Grommets: Doug Mockett and Company, Inc. TG , Series, or approved; size to match application; standard color with closest match to countertop color, unless approved otherwise. 2. Closet Hardware: a. End Flanges: Polished steel; sized to fit diameter of steel. b. Closet Rod: Knape and Vogt No. 660, brackets 764/766. 3. Wall Shelf Hardware: a. Brackets: Knape & Vogt No. 185 Anochrome finish; length as appropriate for shelving indicated. b. Standards: Knape & Vogt *85 Anochrome finish. 4. Glass: As specified in Section 08800. G. Standing and Running and Trim Fabrication: 1. Shop cut and mill all lumber to the shapes indicated. 2. Shop fit and assemble to the greatest extent possible. 3. Mill and assemble built -up sections. All glue lines shall be free of squeeze -out where transparent finishes are to be applied. 4. Tolerances for overall assembly dimensions shall be within 1/32 of an inch. 5. Fabricate frames from single length pieces, without joints, for_ each straight length. 6. Fabricate from each section from solid stock, except composite construction consisting of fabricator selected solid wood clad with specified transparent finish veneer may be used. Exposed edges shall consist of minimum 1/8 inch thick solid wood to match the veneer. 7. Fabricate to receive glazing with proper clearances for expansion and contraction. 8. Back or kerf cut all trim greater than 2 inch in width, except terminate before exposed ends. H.Veneer Panel Fabrication: 1. Fabricate veneer panels using flitches as selected by.the Architect. 2. Fabricate panels with wood veneer over medium density particle board core. Use particle board core unless indicated otherwise. 3. Provide solid wood edging at veneer panels. 4_ Arrange veneers within each panel as follows: a. Fabricate each panel from sequential flitches. b. Book match veneers. c. Provide no veneer end joints within each panel. d. Provide grain direction as indicated. e. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 5. All panels shall be book matched and end matched. 6. Panels shall have wood veneer balance sheets with seal coat on the back of each panel. 7. Fabricate panels with joints accurately matched, tightly fitted. (.Casework Fabrication: 1. General. Fabrication Requirements: . a. Fabricate to the configurations indicated, unless approved otherwise on the shop drawings. b. Provide openings in casework for the incorporation of all electrical and mechanical components. Openings for all plumbing equipment shall be cut from templates obtained from the plumbing equipment installer. c. Adjustable Shelves: All casework shelves shall be adjustable, unless otherwise noted. Provisions for shelf adjustment shall be by drillings at 2 inches on center in the cabinet body for the placement of shelf support brackets. Provide 4 supports for each shelf. Drillings shall be in straight even lines. d. Provide all hardware, fasteners, and exposed trim. 2. Plastic Laminate Casework Construction: a. Fabricate casework in accordance with AWI standard section 40Q; custom grade. b. Design: AWI Flush Overlay design, unless indicated otherwise. Joint between exposed doors, drawer faces, and countertop edges shall be 1/8 inch plus or minus 1/16. c. Exposed Surfaces: Plastic laminate clad with matching PVC or self edging, unless otherwise indicated; provide hardwood trim at locations indicated. d. "Inside" Exposed Surfaces of Shelving Units and Cabinets Without Doors: Plastic laminate finished board, with exposed edges banded with plastic laminate self edging or PVC tape to match face color. e. Semi - Exposed Surfaces: Prefinished board, unless indicated otherwise. f. Provide vertical grade plastic laminate, except use general purpose grade at countertops. q. Backs of Doors and Drawers: Prefinished board. 1"i. Particle board shall be minimum 3/4" thick unless indicated otherwise. Shelves shall be 1" thick, minimum. 3. Transparent Finish Wood Casework Construction: a. Fabricate transparent finish wood casework in accordance with AWI standard section 400; "Premium" grade. b. Fabricate wood casework with wood veneer over medium density particle board. Provide solid wood edging at veneer panels. c. Veneers shall be as follows: 1) Fabricate each panel from sequential flitches. 2) Book match veneers. 3) Provide no veneer end joints within each panel. 4) Provide grain direction as indicated. d. Where veneers are indicated to be single piece or slip matched leaves for each panel, adjoining panels shall be end matched and /or slip matched as appropriate. 4. Countertops: a. Fabricate countertops from particle board and general purpose grade plastic laminate in the shapes indicated. b. Where countertops are indicated with sinks, use exterior grade plywood in lieu of particle board. 5. Wall and Closet Shelf Fabrication: Fabricate from prefinished board; edge banded with matching PVC edging unless indicated otherwise. J.Shop Finishing: 1. Shop finish all architectural woodwork wood surfaces. 2. Sand all exposed and semi - exposed wood surfaces smooth, always sanding in the direction of the.wood rain. 3. Transparent Finish Coating: Transparent Finish Coating: AWI Premium grade (waterborne conversion varnish); satin sheen; spray application. K.Standinqq and Running Trim Installation: 1. Jointing: Make all joints to conceal shrinkage; miter all exterior corners; cope all interior corners, miter or scarf all end -to -end joints; install all trim pieces as long as possible, jointing only where solid support is obtained. Make no joints closer than 4 feet to corners. 2. Lengths of Material: Use random lengths and show typical joint locations on shop drawings. The minimum length shall be 8 feet, except where short lengths are required by field conditions. 3. ing: a. Fasten Install all items straight, true, level, plumb, and firmly anchored in place. Where blocking or backing is required, coordinate as necessary with other trades to ensure placement of all required backing and blocking in a timely manner. b. Unless approved otherwise, use concealed fastening methods. c. Where exposed fasteners are approved, fasten trim with finish nails or screws of proper dimension to hold the member firmly in place without splitting the wood. On exposed finish work, set all nails and screws and putty. Align exposed fasteners for uniform pattern; random or "shotgun" patterns will not be accepted. 4. Select and arrange standing and running trim so that abutting members have a similar grain and color match to the greatest extent possible. L.Veneer Paneling 1. Install paneling as indicated in accordance with AWI Section 500C Premium grade standards. 2. Install wood paneling over wall surfaces by concealed clips, hangers, or blind fasteners, unless approved otherwise. 3. Where cleat systems are used to anchor paneling, provide fire blocking in both vertical and horizontal directions 8 feet on center maximum, or as required by code. 4. Cut and fit each panel to it particular position including cutting around items which cannot be remounted to panel face, and predrilling for holes for wire access for electrical devices to be mounted on the panel face. M.Casework Installation: 1. Coordinate casework installation with work of other trades for final electrical and mechanical connections. 2. Install casework plumb, square, level, and securely fastened in position indicated on the Drawings. 3. Fasteners shall be in concealed or semi - concealed locations, unless approved otherwise. 4. Avoid damaging finished surfaces. Repair or replace all damaged materials and surfaces in a manner approved by the Architect. N.Site Finishing: 1. Set all exposed fasteners. 2. Apply matching non - shrink wood filler to exposed fastener indentations. and other minor imperfections. 3. Items which have been shop finished shall be retouched as necessary to conceal all damage and blemishes. Items which cannot be successfully repaired shall be replaced with new complying items. DIVISION 7 07920 JOINT SEALANTS A. Sealants: 1. Type A: ASTM C834; Tremco "Acrylic Latex Caulk ", Pecora "AC -20 ", Sonneborn "Sonolac" or approved. 2. Type SM: Mildew Resistant Silicone Sealant: USDA Approved; Dow Corning 786 by Dow Chemical, GE Sanitary Sealant or Approved; clear. B. Preparation: 1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materials and other foreign matter that might impair adhesion of sealant. 2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 3. Place backing materials to achieve proper sealant width /depth ratios. Use bond breaker where required. C. Installation: 1. Install sealants in accordance with the manufacturer's recommendations. 2. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. D. Schedule: 1. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent construction. 2. Type SM: Provide at joints around countertops in Breakrooms. DIVISION 8 08300 SPECIALTY METAL DOORS AND FRAMES A. References: 1. National Fire Protection Association (NFPA): NFPA 80 - Fire Doors and Windows. 2. Steel Door Institute (SDI): a. SDI -100 - Standard Steel Doors and Frames. b. SDI -105 - Recommended Erection Instructions for Steel Frames. 3. ASTM F476: Standard Test Methods for Security of Swinging Door Assemblies B. Security Door Products 1. 5 -15 -60 Minute Forced Entry Protection: U.S. Bullet Proofing Model USSD 3000 Steel Door. Flush opaque style, prime painted finish. 2. Provide manufacuturer's standard steel frame, prime painted finish. 10 B. Quality Assurance: 1. Conform to requirements of SDI -100. 2. Regulatory Requirements: a. installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. b. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Assemblies shall meet jurisdictional requirements for positive pressure. c. Where a hollow metal frame is used as a glazed opening in an interior fire rated wall assembly, the frame shall be labeled to match the fire rating required for a door assembly in the fire rated wall, except in a 1 hour fire rated corridor wall assembly, the glazed frame shall be labeled to a 45 minute rating. In a 1 -hour fire rated corridor wall assembly, where the doorframe is integral with the glazed frame the frame shall have a 45- minute rating. 3. Include "5" label on fire rated door assemblies which are located at 1 hour rated exit corridors when required by local jurisdiction. C. Doors: 1. SDI -100, Seamless Design. 2. Minimum 18 -gage face sheets for interior doors; minimum 16 gage face sheets for exterior doors. 3. Core: Vertical steel stiffeners with sound deadening fill between stiffeners, or resin impregnated kraft paper honeycomb core. 4. Provide continuously welded seamless edges. No plastic fillers will be accepted. D. Fully Welded Frames: 1. Design: Double rabbet, unless indicated otherwise; fully welded. 2. Minimum 16 gage for frames of door openings up to and including 4 feet in width. E. Accessories: 1. Glazing Stops: Rolled steel channel shape, butted corners; prepared for countersink style tamperproof screws. F. Fabrication: 1. Shop- fabricate units to accommodate the hardware. 2. Fabricate frames and doors with hardware reinforcement plates welded in place. Reinforce for butts, closers, and other similar moving hardware items. Reinforcing shall be minimum 3/16 -inch steel plate. Reinforce each butt with minimum 10 -1/2 x 1 -1/2 inch plate on hinge sides of both door and frame. Reinforce for closers the full width of the door. G.Installation of Welded Frames: 1. Install frames in accordance with SDI -105, and in accordance with labeling requirements. 2. Installation Tolerances: a. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. b. Install doors plumb and level to 1/16 inch in 7 feet. H. Door Installation: As specified in Section 08799. 08120ALUMINUM DOOR AND OFFICE FRONT FRAMES (NOT USED) A. Submit product data. B. Frames: Provide building standard aluminum frame systems. In the absence of a building standard, rovide systems similar to the following: 1. Series 487 FAS / /Office Front System by US Aluminum /RACO, Houston, TX. (800 -272- 7226), or approved. 2. Description: Manufacturer's standard knock -down design extruded aluminum door and office front frames, including neoprene or vinyl glazing gaskets at glazed openings, and sound and light seal at door stops; flush design with snap -on trim covers; 1 -1/2 wide trim face; configure to fit the wall thicknesses indicated.. 3. Finish: As scheduled on the Drawings. C.Installation of Frames 1. Install frames in accordance with manufacturer's recommendations and approved shop drawings. Install fire rated frames in accordance with labeling requirements and NFPA 80. 2. Installation Tolerance: 1/16 inch maximum diagonal distortion measured with straight edge, corner to corner. 08210 WOOD DOORS A. Regulatory Requirements: 1. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Meet code requirements for positive pressure. 2. Installed Doors and frames shall conform to NFPA 80 for fire rated class indicated. B. Submit product data. C. Solid Core Flush Doors: Provide building standard wood doors. In the absence of a building standard provide doors which conform to the following: 1. AWI Section 1 I), Premium grade; PC -5 or PC -7; 1 -3/4 Inch thick, unless scheduled otherwise. 2. Core: Solid particle board core, unless required otherwise for fire labeling requirements. 3. Face Veneer: As scheduled. At transparent finish doors, edges shall be wood to match face veneer; no finger joints will be permitted except at paint grade doors. 4. Factory pre -glaze doors with wood stops except as required for labeling requirements. 5. Where intumescent seals are required to meet positive pressure labeling requirements, provide concealed edge sealing system built into the door edge. D. Stile and Rail Type Glazed Doors: Provide building standard wood doors. In the absence of a building standard, provide doors which conform to the following: 1. AWI Section 1400, Premium grade; 1 -3/4 inch thick, unless scheduled otherwise.. 2. Provide veneered stiles and rails with glued up lumber or plywood veneer core. 3. Face Veneer: As scheduled: a. Transparent Finish: AWI Grade AA; species and cut as listed in the Finish Schedule; minimum 1/50" thickness for panels; minimum 1/8 inch thick at stile and rail edges; 12X moisture content; book matched at panels. b. Paint Grade Veneer: Medium density overlay or paint grade birch. 4. Where indicated, provided factory preglazing with 1/4 inch tempered glass units as specified in 08800. 5. At transparent finish doors, edges and stile and rail moldings shall be solid stock wood to match face veneer; no finger joints will be permitted. E. Fabrication: 1. Bevel lock and hinge edges 1/8 inch in 2 inches on all single acting doors. 2. Bond edge banding to solid core with hot melt or RF cured adhesive. 3. Prefit and pre - machine doors in accordance with AWI 1300 -5 -6. Premachine for door hardware. 4. Prefinish doors to match Architect's sample; AWI System Premium Grade U -V Cured Polyurethane. 5. Flush Door Blocking: For flush doors, provide solid lock blocks and special blocking as required for the hardware components specified elsewhere. Blocking for fire rated doors shall meet the door manufacturer's labeling requirements. F. Installation: In accordance with Section 08799. 11 j: \ projects\ sabey\ sdc523 \caddsdc523\sheets\sdc523_a -003. sht 12 REVIEWEfl FOR CODE COMPLIANCE APPROVE JUL 0 8 2008 C,ty Of �ukWila ` ILDING DM. -I!N 6/13/2008 10:41:56 AM COPYRIGHT (9) 2007 CALLISON n ;.\ • Z 0 cn 1 1 d U A -003 0 CO c5 0 I L m m 0 0 0 I- N N 0 LL 0 N 0_ 0 (I) LO Lf) M SPECIFICATIONS c0 m N c0 m O N F RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER 0 0 co co N th 0 CV Lo 0 N 0 co 0 (NI c0 c6 O U N IL ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 0 0 • 0 c0 w 08710 DOOR HARDWARE A. Code Requirements: 1. All finish hardware shall comply with applicable local and /or stgte current building codes. 2. Hardware for fire -rated openings shall comply with fire and building codes applicable to the district in which the building only is located. Provide onl hardware which has been tested and listed r required, and which complies with the requirements of for the types and sizes of doors e w ed a d w c co es t t e e b UL o t t Y YP q P q the door and doorframe labels. 3. Provide smoke seals as required at each fire -rated opening. B. Keying: 1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly. Owner's representative will coordinate keying requirements with authorized representative of Hardware Supplier. 2. Stamp "Do Not Duplicate" on all keys. C. Hardware: Provide building standard hardware as listed on the Door Schedule. Conform to the additional requirements specified below 1. Butts: Provide butts of wider throw to suit conditions for 1801 operation of doors, structural conditions permitting. 2. Locksets, Deadlocks, Cylinders and Padlocks: a. Provide new cylinder at each existing door that has deadlock or lockset. b. Provide lock strikes with minimum projection to protect trim; curved lip. c. Provide wrought boxes for locksets and deadlocks. d. Provide deadlocks with armored fronts. e. Function as indicated in hardware groups. 3. Door Closers: a. Mount overhead closers on interior side of door. No thru bolts. b. Provide mounting brackets and proper length arms to suit all conditions. Provide arm options as scheduled or recommended by manufacturer. c. Sizes shall be as recommended by the manufacturer. Closers shall have a 5 -year unconditional guarantee. Finish shall match locksets d. Provide plastic covers at overhead closers unless otherwise indicated; match finish of lockset /latchset at each door. e. Closure Pressure: Set to 8.5 pounds for exterior doors and 5 Ibs for interior doors, per current requirements of the Americans with Disabilities Act. 4. Silencers: Provide silencers for all door jambs without gaskets; 3 for single jambs and 4 for double jambs. 5. Magnetic Locks: RCI Series 8300, or equal. Provide single or double lock configuration for single or pairs of doors. For swinging doors, provide 1500* holding force, for sliding doors, provide 750' holding force. D.Installation: As specified in Section 08799. 08799 DOOR AND HARDWARE INSTALLATION Installation: A_ r 000 1. Install doors in accordance with the door manufacturer's printed instructions. 2. Except where specified otherwise in the respective door sections, maintain clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2 inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4 -inch clearance from bottom of door to top of threshold. 3. Install hollow metal doors in accordance with ANSI A250.8 and HMMA 840. 4. Install fire rated doors in accordance with NFPA 80. 5. Install doors to operate freely, but not loosely, free from hinge bound conditions, sticking or binding. Do not install in frames which would hinder operation of doors. 6. Ensure doors are free from rattling when in latched position. B. Finish Hardware Installation: 1. Install hardware plumb, level and true to line in accordance with manufacturer's templates, printed instructions and Project conditions. 2. Install fire rated hardware in accordance with NFPA 80. 3. Do not install surface mounted items until finishes have been completed on the substrate. 4. Coordinate installation of electronic hardware with electrical service and fire alarm system as applicable. 5. Hardware Mounting Heights: Mounting heights are based on recommendations of the National Builders Hardware Association (NBHA). 6. Floor Stops: Locate floor stops free from foot traffic. 08800 GLASS AND GLAZING A. Materiels: 1. Clear Glass: ASTM C1036 Type I, class 1 clear quality q3 lazingq select. 2. Wire Glass: ASTM C1036; Type II, class 1(clear), Form 1, Qualtty q8 Mesh m2 Square, polished, 1/4 inch minimum thickness. Comply with NFPA 80 requirements for fabrication and identification with permanent listing mark, as required for use in fire assemblies. 3. Accessories: Provide setting blocks, spacers, gaskets, sealants, and other glazing accessories. B. Fabrication 1. Tempered Glass: a. Certified safety glass in accordance with ANSI Z97.1. b. Fabricate tempered glass units so that principle distortion will be in the horizontal direction in the finished installation. c. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code authorities. C. Installation 1. Glaze in accordance with Glass Association of North America (GANA) Glazing Manual. 2. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in other sections. Where no gaskets are provided use glazing tape, unless otherwise required for fire rating requirements. 3. Glaze fire rated doors and windows in accordance with NFPA 80, unless required otherwise by the labeling requirement of the frame. 4. Adjust glazing materials to form a uniform sight line. DIVISION 9 FINISHES 09111LIGHTGAGE METAL SUPPORT FRAMING A. System Description: 1. Select framing systems, gages, supports, bracing, and connections as necessary to resist the structural design loads specified. 2. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide heavier gages and decreased stud spacing as necessary to meet the structural requirements. 3. Structural Requirements: a. Design Loads: 5 pounds per square foot uniform live load, plus dead loads. b. Deflection Requirements: Maximum of 1/240 the span. B. Code Requirements. hourly fire ratings indicated and ifi Assemblies shall have 1. Provide assemblies meeting the how a at gs d Gated a d spec ed. Asse b es s a a been tested in accordance with ASTM E119, and shall be approved by the local jurisdictional code authorities. Coordinate, installation of other materials that are a part of each assembly. 2. Fire rated construction joint assemblies at partition heads shall have been successfully tested in accordance with the dynamic requirements of UL 2079, including hose stream test, to meet the hourly fire ratings of the construction being sealed. C. Materials: 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat shaped furring channels, and other sizes and shapes as indicated; minimum 25 gage. 2. Fire Rated Partition Head Systems: a. Runner: "Fire Trak" by Fire. Trak Corporation Kimball MN (612 - 398- 780Q). b. Mineral wool packing material and void fill material per UL rated assemblies for dynamic wall head conditions as detailed in the drawings. 3. Screws: Self- tapping; low profile head. 4. Other Framing Materials: Furnish in accordance with ASTM C754. D. Partition Framing: 1. Runners: h concrete floors, r floor runners wi h fasteners maximum 4 In s o.c. At co c ete oo s a. Secure oo t at 2 c e , use powder driven fasteners or drilled in concrete anchors. Verify location of tendons and conduit which may be embedded in concrete floors. b. Where walls are indicated as not being continuous to structure above, attach top runner to acoustical ceiling grid with screws at 24 inches on center. Provide spacer strip between runner and ceiling suspension system to allow tegular or reveal edge acoustical panels to clear partition. p on c. Install fire rated partition head systems in accordance with the UL assemblies indicated o t the Drawings to meet the specified fire rating requirements. d. Provide 2 inch extended leg overhead track at full height partitions subject to structural deflection. 2. Unless indicated otherwise, install studs vertically at the spacing indicated on the Drawings, and not more than 2 inches from abutting construction, at each side of openings, and at corners. 3. Brace partition framing system and make rigid. Provide diagonal stud bracing at 8 ft on center at all framing that does not extend to structure. 4. Install double studs continuous from floor to top track at the jamb of each doorframe and cased opening. Studs shall have the same gage as the adjacent studs, but in no case less than 20- gage. 5. Provide minimum,20 gage studs at all partitions supporting casework or counter tops. 6. Coordinate erection of stud system with requirements of door and relite frames, fire extinguisher cabinets and other construction within mounted partition construction. 7. Coordinate the Installation of framing with the gypsum board installer to ensure support at all board edges. 8. At non -load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs 1/2 inch short from full height. Do not rigidly connect stud to top runner. 9. Stud Bridging a. At Interior partitions greater than 4 feet in length, and with rigid facing material on one stud flange only, provide 3/4" bridging channels in horizontal rows at a maximum of 5' -0" on center for the full height of the partition. b. Interior full height partitions (studs extending from the floor to the structure above) with rigid facing material stopping 3' -0" or more below top of studs: Provide one row 3/4" bridging channel horizontally at termination of gypsum board material, and one additional row for each 5' -0" of exposed studs. c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." Attach bridging channel to each stud as shown in manufacturer's printed instructions. E. Ceiling and Soffit Framing: Provide metal stud framing in the configurations indicated. F. Backing: 1. Provide steel backing, unless indicated otherwise, ter the seaport of wall mounted items. 2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly to the studs. Provide backing with returned edges at door stop locations. Provide 12 gage backing plates at handrails. 3. Fire retardant treated wood backing may be used at the Contractor's option. All fire retardant treated wood materials shall bear a UL "FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C -20 Type A for lumber and AWPA C -27 Type A for plywood. G.Installation Tolerances: 1. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. 2. Locate assemblies within 1/4 inch of required locations. 09250 GYPSUM BOARD A. Materials: 1. Standard Gypsum Board: ASTM C1396; use type X at fire rated construction; thickness as indicated on the Drawings. 2. Accessories: a. Trim: Concealed flange crimp -on or tape -on type; metal or PVC at Contractor's option; GA 216. b. Joint Compound, Tape, and Finishing Compound: ASTM C475 and GA 216. c. Prime Coat: USG /Beadex Manufacturing Company (Auburn, WA; 253- 931 -6600) "Precoat." B. Installation: 1. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard." 2. At fire rated construction, provide assemblies meeting the hourly fire ratings indicated. Assemblies shall match the UL assemblies indicated on the Drawings. 3. Screw-fasten board to framing, unless approved otherwise. 4. Levels of Finish: a. Level 5: 1) Surfaces perpendicular and adjacent to or near exterior windows, and surface mounted light fixtures. 2) Surfaces to receive deep tone colors. 3) Main lobby walls. 4) Curved surfaces. b. Level 4: Provide unless indicated or specified otherwise. c. Level 3: Surfaces to receive fabric wall covering. d. Level 2: Not used. e. Level 1: Surfaces of fire rated assemblies concealed from view in the finished work ( "fire- taping ")., f. Level 0: Provide at surfaces of non -fire rated assemblies concealed from view in the finished work, including surfaces to be covered by permanently mounted casework, and wood paneling, g. Level 4 and 5 finishes: Return to the site after primer is applied, and touch -up surface defects. h. Finish existing gypsum board surfaces to, remain to match new gypsum board surfaces. 5. Prime coat material may be used in lieu of joint compound as skim coat at surfaces indicated for Level 5 finish. 09510 ACOUSTICAL CEILINGS A. Products: 1. Ceiling Tile: Building Standard, unless otherwise indicated in the Finish Schedule. 2. Suspension System: Building Standard, unless otherwise indicated in the Finish Schedule. B. Installation 1. Install system in accordance with ASTM C636. 2. Install grid at the levels indicated, within the specified tolerances. Center system on room axis according o reflected ceiling plans. 3. Hang sysiem independent of walls, columns, ducts, pipes and conduit. Where ducts or other equipment prevent the regular spacing of hangers, provide secondary carrying members for indirect support of the suspensions system, or reinforce the nearest adjacent hangers and related carrying channels as required to span the required distance. 4. Provide all anchors required for the installation of the ceiling system. Do not anchor system in any manner that,might, cause damage to,the structural system. 5. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths_ Miter corners. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the surfaces encountered. 6. Fit acoustic - lay -in panels in place, free from damaged edges or other defects detrimental to appearance and function. Fit border units neatly against abutting surfaces. Scribe and mill recessed tegular edge into partial border units supported at edge by wall molding. 7. Hold -Down Clips: Install hold-down clips at panels within 20 feet of an exterior door. 8. Tolerances: a. Variation form Flat and Level Surface: 1/8 inch in 10 feet. b. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 09650 RESILIENT FLOORING A. Submittals: Submit samples of each type of resilient flooring. B. Materials: 1. Resilient Flooring: As listed in the Finish Schedule. 2. Latex Underla merit: Portland cement /latex patching and leveling_ compound. 3. Primers and Adhesives: Types as recommended by resilient flooring manufacturers for specific application CRI /IAQ "Green Label." 4. Transition Strips: Configurations as shown on the Drawings; colors to match adjacent resilient floor finish. C. Preparation: Install latex underlayment to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler until set. D. Resilient Flooring Installation: 1. Install resilient flooring where scheduled in accordance with the manufacturer's recommendations. 2. Unless indicated otherwise, install resilient flooring with joints and seams parallel to building lines. 3. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and where no threshold is indicated. 4. Install edge strips at unprotected or exposed edges where flooring terminates. 5. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints. 6. Set flooring in place; press with heavy roller to ensure full adhesion. E. Special Requirements for Resilient Tile (where resilient tile flooring, is, shown); I i 1. Install tiles in pattern as indicated on the Drawings. When not indicated, install with h minim m u tile e width 1/2 full size at room or area perimeter, unless indicated otherwise. 2. Arrange to square grid pattern with all joints aligned. For tile with a directional characteristic, verify orientation with the Architect prior to proceeding. F. Special Requirements for Sheet Flooring (where sheet flooring.is shown): 1. Install sheet flooring to a 113 full material width, with length of sheet parallel to length of room. Where cutting is required, double cut and weld as specified. Trim in accordance with manufacturer's instructions. ri i i rod 2. Heat weld seams in accordance with the manufacturer' s printed instructions. Use welding od in 9 color as selected by the Architect.. 3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum number of seams. G.Use silicone sealant to seal joint between flooring and adjacent materials at restrooms, bathrooms, breakrooms, and other moist locations. 09658 RESILIENT BASE A. Submittals: Submit samples of each type of resilient base. B. Materials: 1. Resilient Base: As listed in the Finish Schedule 2. Adhesives: Types recommended by base manufacturers for specific application; CRI /IAQ "Green Label." C. Installation: 1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's recommendations. 2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints in each run. No section may be shorter than 48 inches, except as required by wall conditions. 3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled. 4. Miter or cope inside corners for accurate fit. Scribe and fit to doorframes and other obstructions. 5. Outside Corners: a. Score back of base material with grooving tool and accurately align to corner. b. Firmly adhere to wall at both sides of corner with no visible gaps at top of base. c. Stretch toe of coved base for smooth transi }ion around corner, with toe in uniform contact with the finish flooring. 6. Remove excess adhesive from surfaces without damage. 09680 CARPET 09720 WALLCOVERINGS (NOT USED) A. Submittals: Submit samples of each type of carpet. B. Materials: 1. Carpet: As listed in the Finish Schedule. 2. Pad: 32 oz /8.5#; synthetic felt cushion; garneted construction; recommended for double stick application. Provide unless scheduled otherwise on the Drawings. Accessories: 3. ccesso es : a. Adhesives: CRI /IAQ "Green Label; use adhesives as recommended by the carpet manufacturer. When none is recommended, use adhesives as recommended by one of the following adhesive manufacturers for the application: 1) Roberts, a QEP Company (Henderson, NV; 800- 423 -6545. 2) Para -Chem (Simpsonville SC; 864 - 967 -7691) 3) WF Taylor (Fontana CA; 800- 397 -4583) b. Latex Underlayroent: Portland.cement /latex patching and leveling compound. c. Edge Strips: Vinyl reducer strips as indicated on the Drawings; size as appropriate for conditions; color as selected to match adjacent carpet material. C. Preparation: 1. Clean floors of dust, dirt, paint, joint compound, and other substances which would be detrimental to the proper performance of adhesive and carpet. 2. Fill low spots and cracks over 1/8 inch in width with latex underlayment. D. General Installation Requirements: 1. Install carpets in strict accordance with the respective manufacturer's printed instructions for the type of substrate and application indicated. 2. Carpet installation shall be tight, flat to the subfloor, and shall present a uniform appearance. 3. Provide color, pattern, and texture match within each area. 4. Seams shall be strong, tightly butted, and flat. 5. Unless otherwise indicated, install resilient edge strips at carpet edges where carpet meets hard surface flooring. At door openings, center resilient edge strip under door. E. Roll Stock Carpet Installation (where indicated): 1. Roll stock carpet shall be glue mounted, unless scheduled otherwise. Where carpet and pad is I stick application. Indicated provide double st ck glue app cat on. 2. Installation shall be done using sequential rolls. 3. Install all patterned carpet with exact end and side matches. 4. Apply seam sealer to cut edges of tufted loop pile and woven carpets prior to seaming. 5. Make seams straight and uniform. F. Caret Tile Installation (where indicated): 1. Apply releasable adhesive in accordance with adhesive manufacturer's recommendations using a roller to. ensure 100 percent coverage. Each carpet tile shall be fully adhesively bonded. 2. Orient tiles as scheduled on the Drawing. When not scheduled contact the Architect to verify orientation 3. Lay out area such that cut perimeter tiles will be not less than 8 inches wide. Commence laying tile in center of room or space and work toward perimeters; cut border tile after field tiles have been installed. Cut carpet evenly and accurately to fit neatly at walls, columns, and projections. Lay tile square with area of installation. Joints shall be tight and unnoticeable upon completion. 4. Cutting of carpet for telephone and electrical outlets shall be the responsibility of the carpet installer. 5. Carpet tile installation shall be rolled and rerolled on the day following installation to assure complete transfer of adhesive. G. Remnants: Upon completion of the installation, contact the Owner's Representative for selection of carpet remaining after trimming. Carefully wrap and mark separately the selected remnants. Remove and dispose of remainder at a legal off -site location. 096900 ACCESS FLOORING (NOT USED) A. Products. 1. Solid Panels: Building Standard 24" x 24" HPL covered concrete filled panels. 2. Perforated Panels: Building Standard 24" x 24" perforaterd panels, min. 25/ open area, non- dampered. 3. Bolter Stringers: Buiilding Standard 48" and 24" longe metal stringers. Bolted to pedestals in basket weave configuration. 4. Pedestals: Building Standard adustable access floor pedestals, to provide 1' -6" high access floor system. B. Installation. 1. Install access floor system in accordance with manufacturer's standard instructions. 2. Secure to slab per structural engineer's recommendations. 3. Install additional pedestals at permiter conditions as required to provide stable floor surface. A. Submittals: Submit samples of each type of wall covering. B. Materials: 1. Wall Coverings: As listed in the Finish Schedule. 2. Adhesives: As recommended by the wall covering manufacturer; CRI /IAQ "Green Label." C. Preparation: r h registers, surface 1. Remove electrical outlet and switch plates, mechanical diffusers, escutcheons, su p , hardware, fittings, and fastenings prior to starting work; store during and replace after work. 2. At existing painted surfaces, evenly roughen with a medium grit garnet paper, wash with TSP, wipe clear water, allow to dry, and size with wall covering adhesive. D. Installation: 1. Install wall covering in accordance with the wall covering manufacturer's recommendations. 2. Install wall covering secure, smooth, clean, and without wrinkles, gaps or overlaps. 3. Extend wall covering continuously behind such items as mirrors, and other items which are close to but not touching walls. 4. Provide double -cut seams on nonmatch patterns; butt seams on match patterns. Horizontal seams are not permitted. 5. Fabrics: a. Use fabric rolls in consecutive numerical sequence of manufacture. b. Place fabric sections consecutively in exact order in which they are cut from the roll including filling all spaces above or below windows, doors, relites, or similar penetrations. c. Trim patterned fabrics which are not factory pretrimmed on a work table with a straight edge and an industrial razor blade for exact pattern match. 6. Excess Yardage: Carefully wrap the excess yardage and deliver to a location on site as directed by the Owner. Remove remainder from the site and dispose of legally. 09900 PAINTING DVISION 10 SPECIALTIES 10605 WIRE MESH PARTITIONS (NOT USED) 104400 FIRE PROTECTION SPECIALTIES 16240 SPILL CONTAINMENT (NOT USED) B. Installation. 10 A. Submittals Submit 8 x 10 inch samples of each paint color and sheen proposed for the work. ri Is : The products and colors are specified the standard of quality. Equal "first quality" e p oducts a d co o s a e spec ed as t o std da d o qua ty. Equa st qua ty commercial products from other manufacturers may be used, subject to color and sheen match. C. Surface Preparation: 1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which would impair the proper adhesion of the finish; seal substances which could bleed through. 2. Ferrous Metal Shop Primed under other Sections: Sand damaged surfaces smooth and immediately apply touch up primer. Roughen shop primed surfaces with metal preparation pad. 3. Wood and MDF- Opaque paint finish: Fill all nail holes and other surface imperfections; sand filler smooth and level with adjacent surface. 4. Lightly sand or degloss existing semi -gloss and high -gloss finishes before refinishing. D. Application Requirements: 1. Paint coatings shall be free of dust, dirt, flow lines, streaks, sags, blisters, pinholes, runs, or other surface imperfections. 2. Follow paint manufacturer's instructions for general application procedures and coverage rates. 3. Opaque Finishes: a. Apply number of coats scheduled for each application, except apply additional finish coats as necessary for complete.hiding of substrate colors. b. Apply primer coats un- tinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade). 4. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch. 5. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller -ap lied, or spray applied and backrolled at Contractor's option. 6. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage to factory prime coating. E. Systems: 1. Gypsum Board - Latex System: a. System: M B ate a 1 coot PVA primer; 2 coats of latex paint. b. Sheen: Satin sheen, unless indicated otherwise. c. Application: Interior gypsum board surfaces, unless noted otherwise. 2. Interior Pre-primed Ferrous Metal - Latex System; a. System: Three coats; first coat acrylic UI M primer; second and third coats acrylic latex finish. The primer may be omitted at factory - primed surfaces, except as necessary to recoat damaged or abraded preprimed surfaces. b. Sheen: .Semi-gloss, unless indicated otherwise. c. Application: Interior ferrous metal surfaces including hollow steel metal doors, access doors and panels, and fire extinguisher cabinets. 3. Interior Wood and MDF Surfaces - Opaque Latex System: a. System: Three coats first coat latex or alkyd primer' second and third coats latex finish. b. Sheen: Semi - gloss, unless indicated otherwise. c. Application: Interior wood and MDF surfaces scheduled to receive opaque painted finishes. A. Partitions Frame and Wire Mesh: 1. Wire: '10 W &M gauge steel wire 1-1/2" diamond mesh, clinched to channel frames. 2. Vertical Frames: 1 -T /4" X 5/8" roll formed 12 gauge 'C' shaped channel, specially formed to prevent telescoping, and provided with holes for bolting to adjacent panel. 3. Horizontal Frames: 1" x 1/2" roll formed 12 gauge channel using mortise and tenon construction for extra strength. 4. Center Stiffeners: (2) 1" X 1/2" roll formed 12 gauge channels riveted and welded for greater strength and rigidity. 5. Top Capping Bar: 2 -1/4" X 1" roll formed 12 gauge channel with 1/4" 'U' bolts 24" o.c. 6. Floor Shoes: Aluminum 2" high with set screw adjustment. 7. Corner Posts: 1 -1/4" X 1 -1/4" x 1/8" 90 33/64 angle. 8. All hardware and anchors are furnished for a complete installation. B. Door and Frame: 1. Doors: a. Sliding: Constructed of 1 -1/2" x 3/4" x 12 gauge channel frame banded with 1/8" x 1 -1/2" flat bar top and sides. Door to have (2) four -wheel hangers with box track. 2. Floor Brace: 3 -1/2" x 1 -1/2" roll formed 12 gauge channel brace with base plate and mounting anchors. 3. Adjustable Panel: 1 -1/2" diamond '9 expanded metal panel securely attached with 1/4" machine screws to 1 -1/4" x 1 -1/4" angle. 4. Locks: Doors are equipped with mortise type cylinder locks operated from outside with key, and from inside with recess knob. Padlock hasps also available. C. Finish: An HVLP applied shop coat of machinery gray enamel. Standard options include gray, tan, safety yellow, black, blue, red prime, and hot dipped galvanized. Special colors are available upon request. INSTALLATION 1. Install Work under this Section in accordance with manufacturer's printed recommendations. 2. Erect partitions plumb, rigid, properly aligned, and securely fastened in place. Adjust opening and closing units to operate freely without bind. 3. Provide additional field bracing as necessary for rigid, secure installation. 4. Install all accessories required for a completed installation. 5. Touch up paint damaged finish after completion of installation using field applied paint to match color of shop applied finish. 109013 MISCELLANEOUS SPECIALTIES A. Products. 1. Cable Grommets: KoldLock Integral Model No. 1010, Overall size: 1" x 8 1/4" x 1 5/8 ". B. Installation. 1. Install all specialties in accordance with manufacturer's standard instructions. A. Products. 1. Clean Agent Type (FE1): Heavy duty aluminum tank; UL Rating 10 - B :C with DuPont FE-36 fire extinguishing clean agent propellant; 10 lb capacity, red enamel B. tt11•i$bfltl valves and siphon tubes. Surface mounted wall brackets. 1. Install all specialties in accordance with manufacturer's standard instructions. 2. Install fire extinguishers plumb and secured to wall framing. Provide wall blocking as required. 3. Fire extinguishers shall be installed, charged, tagged and dated not more than 30 days prior to Substantial Completion. A. Products. 1. Containment System: Enviroguard "Hawk" Spill Containment System. Complete lead acid containment system with battery room compliance products. 2. Containment Barrier: 1/2" x 4" high polypropelene. Sized to be 4" greater in width than battery cabinet. Liner: 80-mil thick acid resistant lin r wi h f r formed corners. 3. Containment L e 80 t c ac d o t factory o ed ca e s . 4. Acid Neutralizing Pillows: VRLAPAD pillows, 12" x 12" and neutralization and absorbtion SOC, 4' x 24 ". Provide 10X spare pillows and SOCs. 5. Spill Clean Up Kit: 10 lbs. of electrolyted neutralizer, pH test kit, two sets of resistant gloves, two sets of eye protection, two Tyvek coveralls, two 4" neutralization and absorbtion socks, and complete instructions, contained in 20 gallon DOT container. 6. Eye Wash Station Gravity emergency eye wash station with 16 gallons of water with a non -toxic bacteriostatic additive. 7. Battery Room Signs: Comply with IFC 2003, Section 609.8 Signs. Signs shall be affixed to exterior of main entrance door. 1. Install containment system in accordance with manufacturer's standard instructions. 2. Install curb around area of battery cabinet. 3. Install liner under battery cabinet and wrap up curb, terminate with cap. 4. Seal all penetrations for battery cabinet support framing with manufacturer's provided sealant. 5. Fill complete area within containment curb with neutralization pillows and SOCs to provide complete coverage. 11 j: \ projects\ sabey\ sdc523 \caddsdc5231sheets\sdc523_a -004. sht 8 17 CODE. COMPLIWCE. APPROV a Ot 1 LDD1 6/13/2008 10:42:07 AM COPYRIGHT (2) 2007 CALLISON n • h- J a W W v z W A 0 0. z 0 N J J U CI) CL 2 0 Ln w W i- < w z 0 N 0 7 CO Cif 0 (� N c 0 CO CO r 0 cv 1°° 7 s- o< co .S! o T � co (D- N d) 0 L O N co N o Li_ u)I- co CO N 0 CO w 0 • rn s 0 a) 0 rn co m N co CD 0 N H 00 CD co RECEIVED CIT>! OF TUKV1(ILA JUN 18 2008 PERMIT CENTER E o c '4 0 0 c 0 Cr) N - c0 m CD U CD 0 co co CV co 0 N 1- U w 0 ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 SPECIFICATIONS A -004 0 0 • 0 .0 co (1) 12' -2 1/2 " 10' -6" AFF FIRE EXT. DATA CENTER I 215I 10' -6" AFF' • Lrrrr • • • • • FIF ■ EX • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • h r • • • w CARD READE 73' -8" EXIST. SHEAR WALL NOTE: 1 HR RATED WALLS ENCLOSING DATA CENTER REQUIRED BY LESSEE INSURANCE. (TYP.) I 1 1 1 1 1 1 1 1 1 1 READER 1 10' -6" AFF 1 BREAK ROOM A -700\ 1 214 I A I 1/8" • 1' -0" CARD READER 214 OFFICE /ADMIN I214I PARTIAL SECOND FLOOR PLAN BUILD RM /STORAGE I B111oI I214AI OOL -V sO CONFERENCE ROOM 10 11 17 FOr CODE COMPLIANCE APPRO I& 0 7.9% tai T X1 1 �3. I ..D j:\ projects sabey\ sdc523\ caddsdc523 \sheets\sdc523_a- 100.sht 6/13/2008 10:42:21 AM COPYRIGHT (2) 2007 CALLISON n j , s1K, ts:' Nk,,, „,,,,: ,., r.: • cc w Z 0 c• co 6) 0 O) c(o(n d' N CD COI COI N N (Q CO CO CD x'00 N N H (/) 2 U a� Q co co U IZco _ a7 I-- H u) < J W N Q Ct v W w W — w c� _� o � cr) to o V D cc Z w c� E-- W O RECEIVED rg CITY OF TUKWILA o. JUN 18 2008 PERMIT CENTER 0 ao co pp c) E (0 O OL,p — s` ti b7 �i O<co T - O ._ N O LL co co _o ~ a) N N (15 CO co 0 1_+ 00 N O O N N N O N �LLU)�LL ISSUED / REVISED DATE Q DO aD N Q Q N 4t F- L) W O 0 PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 PARTIAL SECOND FLOOI DEMOLITION PLAN FLOOR PLAN A -100 NM -- DN. UP P [+A][le][+Ix] [9.1tHe elLeIO][OIO] [!I!][!)d!] (TYP.) • • ■ • • • • • • • • • • • w • • • • • • • • • MI • • • • • • • • • • ■ • J • ■ • 1••••1 MIM [SIIo][•][•][OI•]I•I�/1[�[•][ 1 11 = = =V1 1111 h! .1[O7 IIII_____ l n n u n 1 r ILL I w u w w w n u n n 11 n n u n u u 11 u u u u u Y r A -801 E9 DROPPED C 10' -0" AFF DROPPED CE HEIGHT 9' -0" OFFICE II ROPPED CEILING 8' -6" AFF 1/8' • 1' -0" PARTIAL SECOND FLOOR CEILING PLAN APC ARU (TYP.) (TYP.) EILING LING AFF r DROPPED CEILING NOC 10 AFF C 1 r (TYP.) ■ i j_ —.ort∎ DN. row UP 11 .1 -N J 1 1 1 1 _- J 1 1 1 1 1 1 1 J J_ _1 -I I (I'srIt LIs42I1rIIsrICITICITII:1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 L__L__L__L__L__L__L__L__ 1 I 1 I I 1 I 1 I I 1 I I 1 1 1 1 1 1 1 I 1 1 1 r - -1- -- -- -- -- r - -_ - -I- , r -- -- -- -- -- r - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 I 1 I 1 I 1 1 1 1 1 1 I 1 I 1 1 I 1 1 I 1 I I I I 1 ("` ! . n: L n: T - n: L_C EM: N I :C 1 �y 1Ly 1L �L .L �L �L� 1L �L.� I r, �Isr; �I1r. �I1r�I�r�I�r .c.I.cr;�Isr;�Isr.�Isl . _. �I1r. � I�r�I1r�Isr� I < 1 1 1 1 1 1 1 1 1 I- I -, - -i 1 1 1 1 i{ I 1 1 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 1 1 1 I 1 1 I 1 1 1 1 1 1 L__L__L__L__L_WL. _ L__ L__ L__I - _L__L__L__L__L,__L__L__L__ I 1 I i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 - 1 I I I 1 1 1 1 1 1 1 1 I 1 1 I I 1 I 1 1 1 I I I I 1 1 I 1 I a - -' I 1 I 1 1 1 1 1 I E� l :L�CEn:r l�Li - ��l �L� l�L�1aE�1�E�l1L�l1E�l1L�l1L�l11 • • • • • • • • • • • 111 11 1 1 I 1 J_ J__ 1 I 1 1 1 1 I J J [•I•] [•I•] [•I•] [•I•l [SI•] [OI•] [•I•] [•I•] [•I•] [O IO][O IO][O IO ][OIO][OIO][OIO][OIO][OIO][OIO] I [ OIO][ OIO][ OIO] [OIO][OIO][[MII][OIO][OIO][OIO] � • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • J • • r • • • w • • • • • ■ • • • • • • • • • • • • • • • • • • rr m 11 [•I1 ][•X•][ I•][OI•]01I•][SI•][SI•] 11 • • 11 • w • 11 n • n 11 n 11 • n 11 0 u u 11 u r Y Y 11 1/8' • 1' - 0" SYMETRIX DMX SYSTEM STORAGE RACK SYSTEM RACK SECOND FLOOR EQUIPMENT PLAN 10 APC PDU (TYP.) 11 12 APC NETSHELTER RACK (48U) (TYP.) CODE CCOLIPACe CAI Of TOO BITSLO j•\ projectsl sabeyl sdc5231caddsdc523 \sheetslsdc523_,a- 101.sht 8713/2008 10:42:28 AM COPYRIGHT U 2007 CALLISON n W v z 0 0 J J U W H 06 gg W _ H I Z .1 W a � W Q lir a U � z W ct ca cry N a c 0 p C O E c (0 L O d' N U (1) CD CO N d d 0 N N (D + . co (D . - o a N N N O RECEIVED re CITY OF TUICWILA Q . JUN 181008 PERMIT CENTER o 04 co a 0 N 1– U w a ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 EQUIPMENT PLAN CEILING PLAN A -101 - ■ - FUTURE LOUV R } EW LOUVER W/ 1/$ "•1' NSECT EXIST_ ROLL -UP DOOR SCREEN DEMOLITION PARTIAL WEST ELEVATION 01 Ve ...,. PARTIAL WEST ELEVATION EXISTINQ M TAL SIDING CUT -OUT FOR NEW HVAC LOUVER. REMOVE EXIST. MTL SIDING, GYB BOARD, INSULATION AND VAPOR BARRIER AS REQUIRED. SEE STRUCTURAL FOR DETAILS ON OPENING. FIELD VERIFY EXACT LOCATION AND DIMENSIONS W/ MECHANICAL PRIOR TO START. 10 J. prole a•ey ca . •g. ee 11 17 • • • 111: I 7 PYRI HT O 2007 _ ReRE Oh CE ] DE COMPLY' AppRO JUL 0820 ��� Of Yul�wila � , SUILOIM.:_ DM. IQ NEW LOUVER W/ INSECT SCREEN • • z 0 J J U OG W o ao Q co co W U00 I I— ° I Z cr) J W cv < u m W " re CITY F TUK`MLA JUN 18 2008 PERMIT CENTER ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 EXTERIOR ELEVATIONS A -500 0 7 m CO z_ O t I•+ L LC) a s ' 0— co d r E a. co Q)Q 0 — 0 O<00 a (� O N LL c0 CO . ~ ANN Ca N •— co W M 0 L 4". 40 o r� aaNOai 0 H r u Ct — Li Q 0 CO LO N CD CD CO CI N N CO CO CD (D 0 0 N N 1r LL 0 CO CO N CO 0 1 U 1 3 8 10 : \ p rc� a cts\sa c 523 \cad c 523\ s h eets\s c - 700 . s ht 10 :4 2 :37 AM co Y ' O r CO Cg 7 L O 0 L.L co o • z 0 J J U U � ▪ ° I W N Q a w IIII V L11 . a =a v ma (4) • = Z W tr) ~ W O 0 RECEIVED CITY OF TUKWILA A -700 JUN 18 ZUU8 PERM T CENTER ENLARGED PLAN & ELEVATIONS N co 0 E O 0 ti 0) U < co o) N Q) c0 co -Q • cN cV CO 00 N N N vH u ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 1420 Fifth Avenue #2400 SERVICES 4" 1 ..9-.c ..9-.0 ♦ ♦ 7 - 7 2: \ \ \ \ 2 / / / / / NOC EAST ELEVATION r NOC NORTH ELEVATION 3/8 "•T -0" G 9 318 "•1' -0" \ i / / / / NOC WEST ELEVATION NOC SOUTH ELEVATION �... ._�. FOR COMPL NC 3/8 „ •1 ._ 0 ., E9 3/8 "•T -0,. • R EviEwED CODE /Mk /111k /Mk ���/111k/Mk /Mk /Mk /Mk /Mk /Ink C. _ J UL r r cep �UIL r 0 8 2OO ®i t , ®ING IVTSx QN TYP 1' -6" 3 TYP 2 -5 / r 3' - 0" TYP 1' 6" / 10" / i , , A 700 / , 10 ® " , --- 1 Z -� ' , \ 1 7 , \ i 7 \ 1 I " \ I I / I •,/ I i 77 1 \ I I / " � f I / I i `\ I / y ' i 1 / \ I I • \ 1 1 I / \ I I , / i „z -,C _ „9-,L ' „V - ..9 -.l 9 .l /T! :' r ..5 .l OG .Z ' \ 1 1./ / / \ , \` /, /1\ / I \ • / \ I / \ I /, \I / / • / I \ / ' I • � \ I / \ . I / /I\ / • \ • , / \ I / \I / - /I\ / •\ \ 1 11 -.l V V \ / • \ I / \• / I \ / I \ / \ I I /I \' / ' I \ / I \ / I , \ . \ / \ I , I / , I \ / 1 , / I \ , ,BOG -�Z A -700 1 fi r♦ - 1 1 - -- - r 1 4" 2' -4' _ / / SOUTH BUILD RM ELEVATION RM ELEVATION C9 TYP CABINET SECTION EAST BUILD 3/8 "•T -0" 3/8 "•P -0" 3/8.1' -0" ( ( ( ( C wMww wwwww i r r , TYP r i - ., . , i ,_. ,, _ _ 4 ..,. �. \- �, N ♦ I, 1 ._ 6 .. 3'_0" TYP 0 , C9 � i I : • „ X LINE OF MIN CLEARANCE 1/2 " Co 2 -1, 8" MIN r i I 1 I 1 I r r nl "' r r . _ i \ 1 \ - - 7 - \ � ~ \ /' 1 I ' \ I • - - • \ 1\ / 1 1 •\ I y / " 1 I \ I I \ , 1 1 / \ _ ' / / \ 1 1 / \ 1 1 , / , y / ♦ °? - 3 ,_ 2 " L I-6" 1 / 6 MAX PLASTIC LAMINATE CASEWORK 1 , /,' /' / , r c r - - ♦ ., , I IREFIGERAT(�R 1 I 1 r r I \---"\ - F N r r a 7 `" ) I , I , I , I p o 0 0 0 I ♦ 1 I I o 0 BASE AND FINISH 3 z /' \ I / \,, \I, / / I , \ \ // \I, /, / • \ / • • 1 / \ I • • I/ \I, -" _ ■ ■ \ • • / \ • • / \ • \ • / \ / 1 1 •' 1 I I :— I /\ 7 , \ \ / FLOORING AS SCHEDULED 3" 7 °' V I L 1 E *s. , r 2' -4" WEST 11- 0",11.0" 2' -4" V ♦ ♦ ACC BASE CABINET AT SINK r r NORTH BREAK RM ELEVATION af , RM A5 11/2"= 11-0. E2010WD -06 r (� BREAK ELEVATION 9 3/8.1' -0" I All 3/84-0" ww w 1 1.11 , wwwwwM NMI w wwwwwww - 1 3 8 10 : \ p rc� a cts\sa c 523 \cad c 523\ s h eets\s c - 700 . s ht 10 :4 2 :37 AM co Y ' O r CO Cg 7 L O 0 L.L co o • z 0 J J U U � ▪ ° I W N Q a w IIII V L11 . a =a v ma (4) • = Z W tr) ~ W O 0 RECEIVED CITY OF TUKWILA A -700 JUN 18 ZUU8 PERM T CENTER ENLARGED PLAN & ELEVATIONS N co 0 E O 0 ti 0) U < co o) N Q) c0 co -Q • cN cV CO 00 N N N vH u ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 1420 Fifth Avenue #2400 SERVICES NO. DOOR ASSEMBLY FRAME DETAILS NOTES TYPE MT'L W H - RATING HDWR TYPE MT'L HEAD JAMB SILL CAN BE USED WITH OR WITHOUT A CONCRETE SEALER. 212 A WD 3' -0" 8' -0" OFFICE - 4 A H.M. E1 /A800 G1 /A800 - CONFERENCE ROOM 214 D WD 3' -0" 8' -0" - - 2 D H.M. E1 /A800 G1 /A800 - PAINT INSIDE OF DATA CENTER PAINT CORRIDOR SIDES OF EXTERIOR WALLS SEALED CONCRETE FLOOR 214A D WD 3' -0" 8' -0" - 1 D H.M. E1 /A800 G1 /A800 - 216 215 C WD 6' -0" 8' -0" PAIR 45 5 C H.M. E1 /A800 G1/A800 - 215A A WD 3' -0" 8' -0" 45 2 A H.M. E1/A800 G1/A800 - 216 D WD 3' -0" 8' -0" - 2 D H.M. E1 /A800 G1 /A800 - 216A D WD 3' -0" 8' -0" - 1 D H.M. E1 /A800 G1 /A800 - SYMBOL MATERIAL MANUFACTURER'S NUMBER/ STYLE REMARKS WALLS CEILING REMARKS PT -1 WALL /CEILING PAINT MFR: TBD COLOR' TO MATCH EXISTING SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. RB-1 RBBBER BASE MFR: TBD COLOR: TO MATCH EXISTING FL -1 SD SEALER MFR: STATGARD SD SEALER CAN BE USED WITH OR WITHOUT A CONCRETE SEALER. PT -1 EXISTING PAINTING ON NEW WALLS ONLY 214 OFFICE EXISTING - ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS \ / / \ 212 BUILD RM/STORAGE VCT RB-1 PT -1 EXISTING PAINTING ON NEW WALLS ONLY 214 OFFICE EXISTING - - EXISTING PAINTING ON NEW WALLS ONLY 214A CONFERENCE ROOM EXISTING RB -1 PT -1 EXISTING PAINTING ON NEW WALLS ONLY 215 DATA CENTER FL - 1 RB PT - 1 EXISTING PAINT INSIDE OF DATA CENTER PAINT CORRIDOR SIDES OF EXTERIOR WALLS SEALED CONCRETE FLOOR 216 NOC EXISTING RB -1 PT -1 EXISTING PAINTING ON NEW WALLS ONLY 1/2 '/\ HOLLOW METAL FRAME - DOOR JAMB 6 "=1' -0" DOOR LEAF 175/16 HOLLOW METAL FRAME - DOOR HEAD 6 " =1' -0" 1 /2 =1'-o PARTITION -TYPE VARIES z — 1 L IZ 0 w0 (0 0 < o � U O w � CLOCK OUTLET (SEE PLANS FOR LOCATION) PARTITION -TYPE VARIES C1020 -01 C1020 -04 J J D a 1 <o HORIZONTALLY LI co MOUNTED cc w 0 U ALUMINUM FRAME - LITE HEAD 6 ".11 . 0" z 0 U Z D 10 <0 0000 z 0 z¢ O z � 20 0 0 0a I I I TE L DATA COUNTER OR CREDENZA PARTITION -TYPE VARIES GLAZING JAMB SIMILAR O TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR 2 C OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) 0 TYPICAL AS SHOWN JQ LOCATE @ CORNER v OF WALL OTHERWISE o_ U 1 WALL DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS H30 -01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITC SWITCH' OR GANGED 6 � ROOM FINISH SCHEDULE ALUMINUM FRAME - LITE VERTICAL MULLION 6"-T-0" EQ. FRAME STRIKE SIDE f EQ. 4, DOOR EDIT CEILING MOUNT (TYP. U.O.N.) 0 WALL MOUNTED 6" EELOW CEILING DOOR 'COAT Q U w - - - - — -- - - cc _ w 01 o z Y z to 0 c ' cc m W cn 0) HINGE SIDE w J J 0 0 (3 SHOW VARIATIONS FOR SPECIFIC CONDITIONS FINISHED CEILING w c_ o- J Cc 0_ • d O I ❑ cn d D U_ C� 0 0 LL CO w e 0) FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY GLAZING C1020 -59 DOOR SCHEDULE HARDWARE GROUPS HW -1 Single Door 11/2 PR Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Wall Mounted Door Stop H1 W -2 1/2 PR Security Butts Access/ Egress Single Door 1 Lockset 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact 1 Wall Mounted Door Stop 1 Set Silencers HW-3 NOT USED HW -4 Security Access Single Door 11/2 PR Butts 1 Lever Handle Mortise Lockset 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Strike 1 Set Silencers 1 Wall Mounted Door Stop HW -5 Security Access Double Door 4 PR Butts (with one (1) electric hinge) 1 Lever Handle Mortise Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencers 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -6 Not Used FINISH LEGEND 10 DOOR TYPES TYPE A FRAME TYPES TYPE B TYPE A TYPE B 11 TYPE C TYPE C 17 TYPE D TYPE D /� r TEMPERED GLASS TEMPERED GLASS y\ projects\ sabey\ sdc523\ caddsdc523 \sheets\sdc523_a- 800.sht 6/13/2008 10:42 :41 AM COPYRIGHT O 2007 CALLISON • • ti z 0 t!) J J U W I • z W 0 a I - A -800 L-1 z 0 0 C!) 2 0 0) w w IY w Z O OG RECEIVED - CITY OF T UKWILA JUN 18 2008 PERMIT CENTER 0< 0 N O CCS 04 0 CD - LL (/) 0 0 co co 0 L N r LO 0 0 N co N O 1 N I - O CO QD CO 0 H 0 w 0 a ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 DOOR & FINISH SCHEDULES & DETAILS / / / / / " // \ / / \ \ 1/2 '/\ HOLLOW METAL FRAME - DOOR JAMB 6 "=1' -0" DOOR LEAF 175/16 HOLLOW METAL FRAME - DOOR HEAD 6 " =1' -0" 1 /2 =1'-o PARTITION -TYPE VARIES z — 1 L IZ 0 w0 (0 0 < o � U O w � CLOCK OUTLET (SEE PLANS FOR LOCATION) PARTITION -TYPE VARIES C1020 -01 C1020 -04 J J D a 1 <o HORIZONTALLY LI co MOUNTED cc w 0 U ALUMINUM FRAME - LITE HEAD 6 ".11 . 0" z 0 U Z D 10 <0 0000 z 0 z¢ O z � 20 0 0 0a I I I TE L DATA COUNTER OR CREDENZA PARTITION -TYPE VARIES GLAZING JAMB SIMILAR O TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR 2 C OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) 0 TYPICAL AS SHOWN JQ LOCATE @ CORNER v OF WALL OTHERWISE o_ U 1 WALL DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS H30 -01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITC SWITCH' OR GANGED 6 � ROOM FINISH SCHEDULE ALUMINUM FRAME - LITE VERTICAL MULLION 6"-T-0" EQ. FRAME STRIKE SIDE f EQ. 4, DOOR EDIT CEILING MOUNT (TYP. U.O.N.) 0 WALL MOUNTED 6" EELOW CEILING DOOR 'COAT Q U w - - - - — -- - - cc _ w 01 o z Y z to 0 c ' cc m W cn 0) HINGE SIDE w J J 0 0 (3 SHOW VARIATIONS FOR SPECIFIC CONDITIONS FINISHED CEILING w c_ o- J Cc 0_ • d O I ❑ cn d D U_ C� 0 0 LL CO w e 0) FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY GLAZING C1020 -59 DOOR SCHEDULE HARDWARE GROUPS HW -1 Single Door 11/2 PR Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Wall Mounted Door Stop H1 W -2 1/2 PR Security Butts Access/ Egress Single Door 1 Lockset 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact 1 Wall Mounted Door Stop 1 Set Silencers HW-3 NOT USED HW -4 Security Access Single Door 11/2 PR Butts 1 Lever Handle Mortise Lockset 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Strike 1 Set Silencers 1 Wall Mounted Door Stop HW -5 Security Access Double Door 4 PR Butts (with one (1) electric hinge) 1 Lever Handle Mortise Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencers 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -6 Not Used FINISH LEGEND 10 DOOR TYPES TYPE A FRAME TYPES TYPE B TYPE A TYPE B 11 TYPE C TYPE C 17 TYPE D TYPE D /� r TEMPERED GLASS TEMPERED GLASS y\ projects\ sabey\ sdc523\ caddsdc523 \sheets\sdc523_a- 800.sht 6/13/2008 10:42 :41 AM COPYRIGHT O 2007 CALLISON • • ti z 0 t!) J J U W I • z W 0 a I - A -800 L-1 z 0 0 C!) 2 0 0) w w IY w Z O OG RECEIVED - CITY OF T UKWILA JUN 18 2008 PERMIT CENTER 0< 0 N O CCS 04 0 CD - LL (/) 0 0 co co 0 L N r LO 0 0 N co N O 1 N I - O CO QD CO 0 H 0 w 0 a ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 DOOR & FINISH SCHEDULES & DETAILS STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION; PARTITION CONFIGURATION; PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL - HEIGHT FINISH MATERIALS ONE SIDE PARTIAL HEIGHT FINISH MATERIALS ONE SIDE A -801 AT FIRE -RATED CONSTRUCTION PARTITION NO SCALE 3/4 " =1' -0" CEILING (WHERE CEILING OCCURS) METAL STUDS 3 5/8" METAL STUDS 6" METAL STUDS .I:..,.�....,., ,..,.., .,L .,,,... STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 1/2" GYPSUM BOARD EACH SIDE INSULATION IF NOTED C1010FP -22 5/8" GYPSUM BOARD CLIP ANGLE COLUMN METAL STUD FRAMING GYPSUM BOARD COLUMN WRAP C1010FP -90 STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT NO SCALE CEILING (WHERE CEILING OCCURS) STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING @ INFILL CONDITION 6" METAL STUDS PARTITION (1HR FIRE-RATED) CONSTRUCT PER US DESIGN NO U419 A -801 STRUCTURE PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES TEGULAR OR CONCEALED SPLINE CEILING PANEL - TEGULAR OR CONCEALED SPLINE CEILING PANEL CONNECTOR CLIP TURNED UPSIDE DOWN X" CHANNEL TRIM PER MANUFACTURER SPACER CHANNEL TRIM CEILING HEIGHT TRANSITION C3030 -02 NO SCALE NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BAT( THERMAL INSULATION PARTITION TYPE- INSULATION INDICATOR C101OFP -03 GIRT FLASHING W/ DRIP EDGE BACKER ROD AND SEALANT EXTERIOR METAL LOUVER WITH BIRD SCREEN BACKER ROD AND SEALANT FLASHING BACKER ROD AND SEALANT FLASHING CLOSURE STRIP GIRT HEAD JAMB SILL 8 1/2" METAL CLOSURE INTERIOR 8 1/2" METAL CLOSURE 8 1/2" METAL CLOSURE LOUVER METAL PANEL j ,I_ - 3 /4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. 8" MAX AN 0 PERIMETER SUPPORT 6° METAL STUD FRAMING 6° METAL TRACK NO SCALE 1 " HANGER WIRE AT EAC PERIMETER MAIN TEE D PERIMETER CROS 5/8" GYPSUM - BOARD STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS (SUSPENSION SYSTEM HEAVY DUTY 2 X 2 CLOSURE ANGLE, MINIMUM. SEE NOTE AT TOP. Q GENERAL SUPPORT INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIGN CATEGORY C, D, E, AND F STEEL COLUMN GWB COLUMN SURROUND H S TEE TEE � J 12 GAGE MINIMUM HANGER WIRES AT 4' -0" OC EACH DIRECTION - NO MORE THAN 1 :6 OUT -OF -PLUMB TYPICAL WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGER WIRE WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER- SLOPING WIRE TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION 000 COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635 AND CC636. COMPLY WITH ALL ADDITIONAL PROVISIONS OF IBC SECTION 1621, ASCE 9.6.2.6, AND CISCA 3 -4. 6" METAL STUD FRAMING 6° METAL TRACK CEMENTITIOUS FIREPROOFPIG (TM FASTEN TO STEEL FRAMING, WOOD FRAMING, CONCRETE STRUCTURE, CONCRETE DECK, OR STEEL DECK PER ES REPORT 4071 (ITEM 2.2.2), OR PER CISCA 3 -4 (FIGURES 2, 3, 4 AND 5). ACOUSTICAL CEILING PANELS AIR TERMINALS AND SERVICES WEIGHING BETWEEN 20 AND 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES PENDENT -HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES, AIR TERMINALS AND SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, OR CONCRETE USING APPROVED HANGERS LIGHTING FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE v LOCATE BRACING AT 12" -0" OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER PARTITIONS FOUR 12 GAGE INIMUM WIRES SPLAYED 90 DEGREES (IN AN) FROM EACH OTHER. EACH END 0 EACH WIRE TO BE LOOPED AND WRAP D AROUND ITSELF 4 TIMES MINIMUM PARTITION /WALL SYMBOLOGY LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION 15 A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL ) PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. (/1 CC W .< _1 J (J• Q /7 cD 1— 1 z v : d w 3 pv7U�� CO to Q d 0 M a �1— W cn m� , PARTITION /WALL NOTES 1 1 1 1 1 1 3 " =1' -0" 3/16" X 3 1/2" X 2' -0" PLATE - BOTTOM TRACK BENEATH SUPPORT 3/16" 3/16" PROVIDE GYPSUM BOARD ON BOTH SIDES OF STUDS. 4 1/2 " (4 TOTAL) FASTENERS - HILTI KWIK -BOLT 3/8" DIAMETER X 2" EMBED INTO CONCRETE PER ES REPORT ESR -1663. IN POST- TENSIONED CONCRETE, ANCHORS TO BE 4" MIN FROM TENDONS, AS VERIFIED BY X -RAY PRIOR TO DRILLING FOR ANCHORS. 0 SUPPORT DETAIL (PLAN VIEW) 4 1/2 " ( (;) PARTITION- FRAMING DETAIL do .a T no��sF Tp� � � O�� OJ ,, 2 , 1* J y s. yT SUPPORTS REQUIRED FOR PARTIAL -HT PARTITIONS USING 3 5/8" STUDS (UP TO 5' -6" C101OFP -04 PARTIAL- HEIGHT PARTITIONS UP TO 10' LONG, BETWEEN PARTIAL- HEIGHT OR FULL - HEIGHT PARTITIONS (EACH AT LEAST 1' -6" LONG) NEED NO SUPPORTS, AS LONG AS TOP TRACK IS c SPLICED TO ADJACENT PARTITIONS PER DETAIL C a C D 7 4' -0" MAXIMUM I 4' O" OC 11' -6" FROM ANY MAXIMUM, MAXIMUM CROSSING I TYPICAL I FROM PARTITION, OR ALONG END OF FROM END OF I PARTITION I PARTITION E FULL - HEIGHT PARTITION 4' -O" MAXIMUM 1 FROM ANY CROSSING 1 PARTITION, OR FROM END OF • FULL-HEIGHT � PARTITION ® q1-1 SUPPORT - LOCATION DIAGRAM NO SCALE CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) V / / / / / / / / /7 NO SCALE BRACING WIRES WITHIN 2" OF CROSS TEE /7;COMPRESSION STRUTS WITHIN �f 4" OF BRACING WIRES NON FIRE-RATED 1HR FIRE -RATED 2HR FIRE -RATED 3HR FIRE -RATED 4HR FIRE-RATED FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN FOR 1HR, 2HR I, AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW - 0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW- D-0119 HW -D -0120 10 C101OFP -01 C) PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF 8 " MAXIMUM EACH SIDE :: PARTITION FASTENED TO PERPENDICULAR CEILING TEES 0 EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEADS j: \projectslsabey\sdc5231caddsd ee _a-: 1 .s 11 17 PARTITION BRACED CEILING CLIP — AT 8' -0" OC PER ICBO REPORT4071 PARTITION ATTACHMENT CLIP 0 PARTITION ATTACHED TO PARALLEL CEILING TEES PARTITION HEAD FOR PARTITION ATTACHED TO SQUARE EDGED SUSPENDED ACOUSITICAL CEILWi 3 " °1' -O" CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK Aft— 7- C101OFP -33 0 VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS &STRUCTURE ABOVE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS 6/13/2008 C3030AC -01 r ryj.01E 03 •� CODS COV121.11xligE 10:42:48 AM COPYRIGHT (2) 2007 CALLISON n NWQ. •. W 0 W od 12 W = 1— Z J W Q • a Iu Ci z W 0 DETAILS A -801 0 d' 0 CC RECEIVED 0. CITY OF TUKWILA JUN 18 2008 PERMIT CENTER 0 0 LL 0 W M N N- 0 co rn c 0 0) c O LO N (1) CO CO N � M N N a Co Co CO CO 0 0 N N N N CO F I� jt 0 O r` co CO N CO 0 N H O • 0 O 0 rn • N co .0 N N CO N O N 0 CO O N co 0 0 H U w t1° ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 I * 1 q Li STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION; PARTITION CONFIGURATION; PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL - HEIGHT FINISH MATERIALS ONE SIDE PARTIAL HEIGHT FINISH MATERIALS ONE SIDE A -801 AT FIRE -RATED CONSTRUCTION PARTITION NO SCALE 3/4 " =1' -0" CEILING (WHERE CEILING OCCURS) METAL STUDS 3 5/8" METAL STUDS 6" METAL STUDS .I:..,.�....,., ,..,.., .,L .,,,... STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 1/2" GYPSUM BOARD EACH SIDE INSULATION IF NOTED C1010FP -22 5/8" GYPSUM BOARD CLIP ANGLE COLUMN METAL STUD FRAMING GYPSUM BOARD COLUMN WRAP C1010FP -90 STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT NO SCALE CEILING (WHERE CEILING OCCURS) STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING @ INFILL CONDITION 6" METAL STUDS PARTITION (1HR FIRE-RATED) CONSTRUCT PER US DESIGN NO U419 A -801 STRUCTURE PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES TEGULAR OR CONCEALED SPLINE CEILING PANEL - TEGULAR OR CONCEALED SPLINE CEILING PANEL CONNECTOR CLIP TURNED UPSIDE DOWN X" CHANNEL TRIM PER MANUFACTURER SPACER CHANNEL TRIM CEILING HEIGHT TRANSITION C3030 -02 NO SCALE NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BAT( THERMAL INSULATION PARTITION TYPE- INSULATION INDICATOR C101OFP -03 GIRT FLASHING W/ DRIP EDGE BACKER ROD AND SEALANT EXTERIOR METAL LOUVER WITH BIRD SCREEN BACKER ROD AND SEALANT FLASHING BACKER ROD AND SEALANT FLASHING CLOSURE STRIP GIRT HEAD JAMB SILL 8 1/2" METAL CLOSURE INTERIOR 8 1/2" METAL CLOSURE 8 1/2" METAL CLOSURE LOUVER METAL PANEL j ,I_ - 3 /4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. 8" MAX AN 0 PERIMETER SUPPORT 6° METAL STUD FRAMING 6° METAL TRACK NO SCALE 1 " HANGER WIRE AT EAC PERIMETER MAIN TEE D PERIMETER CROS 5/8" GYPSUM - BOARD STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS (SUSPENSION SYSTEM HEAVY DUTY 2 X 2 CLOSURE ANGLE, MINIMUM. SEE NOTE AT TOP. Q GENERAL SUPPORT INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIGN CATEGORY C, D, E, AND F STEEL COLUMN GWB COLUMN SURROUND H S TEE TEE � J 12 GAGE MINIMUM HANGER WIRES AT 4' -0" OC EACH DIRECTION - NO MORE THAN 1 :6 OUT -OF -PLUMB TYPICAL WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGER WIRE WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER- SLOPING WIRE TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION 000 COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635 AND CC636. COMPLY WITH ALL ADDITIONAL PROVISIONS OF IBC SECTION 1621, ASCE 9.6.2.6, AND CISCA 3 -4. 6" METAL STUD FRAMING 6° METAL TRACK CEMENTITIOUS FIREPROOFPIG (TM FASTEN TO STEEL FRAMING, WOOD FRAMING, CONCRETE STRUCTURE, CONCRETE DECK, OR STEEL DECK PER ES REPORT 4071 (ITEM 2.2.2), OR PER CISCA 3 -4 (FIGURES 2, 3, 4 AND 5). ACOUSTICAL CEILING PANELS AIR TERMINALS AND SERVICES WEIGHING BETWEEN 20 AND 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES PENDENT -HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES, AIR TERMINALS AND SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, OR CONCRETE USING APPROVED HANGERS LIGHTING FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE v LOCATE BRACING AT 12" -0" OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER PARTITIONS FOUR 12 GAGE INIMUM WIRES SPLAYED 90 DEGREES (IN AN) FROM EACH OTHER. EACH END 0 EACH WIRE TO BE LOOPED AND WRAP D AROUND ITSELF 4 TIMES MINIMUM PARTITION /WALL SYMBOLOGY LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION 15 A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL ) PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. (/1 CC W .< _1 J (J• Q /7 cD 1— 1 z v : d w 3 pv7U�� CO to Q d 0 M a �1— W cn m� , PARTITION /WALL NOTES 1 1 1 1 1 1 3 " =1' -0" 3/16" X 3 1/2" X 2' -0" PLATE - BOTTOM TRACK BENEATH SUPPORT 3/16" 3/16" PROVIDE GYPSUM BOARD ON BOTH SIDES OF STUDS. 4 1/2 " (4 TOTAL) FASTENERS - HILTI KWIK -BOLT 3/8" DIAMETER X 2" EMBED INTO CONCRETE PER ES REPORT ESR -1663. IN POST- TENSIONED CONCRETE, ANCHORS TO BE 4" MIN FROM TENDONS, AS VERIFIED BY X -RAY PRIOR TO DRILLING FOR ANCHORS. 0 SUPPORT DETAIL (PLAN VIEW) 4 1/2 " ( (;) PARTITION- FRAMING DETAIL do .a T no��sF Tp� � � O�� OJ ,, 2 , 1* J y s. yT SUPPORTS REQUIRED FOR PARTIAL -HT PARTITIONS USING 3 5/8" STUDS (UP TO 5' -6" C101OFP -04 PARTIAL- HEIGHT PARTITIONS UP TO 10' LONG, BETWEEN PARTIAL- HEIGHT OR FULL - HEIGHT PARTITIONS (EACH AT LEAST 1' -6" LONG) NEED NO SUPPORTS, AS LONG AS TOP TRACK IS c SPLICED TO ADJACENT PARTITIONS PER DETAIL C a C D 7 4' -0" MAXIMUM I 4' O" OC 11' -6" FROM ANY MAXIMUM, MAXIMUM CROSSING I TYPICAL I FROM PARTITION, OR ALONG END OF FROM END OF I PARTITION I PARTITION E FULL - HEIGHT PARTITION 4' -O" MAXIMUM 1 FROM ANY CROSSING 1 PARTITION, OR FROM END OF • FULL-HEIGHT � PARTITION ® q1-1 SUPPORT - LOCATION DIAGRAM NO SCALE CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) V / / / / / / / / /7 NO SCALE BRACING WIRES WITHIN 2" OF CROSS TEE /7;COMPRESSION STRUTS WITHIN �f 4" OF BRACING WIRES NON FIRE-RATED 1HR FIRE -RATED 2HR FIRE -RATED 3HR FIRE -RATED 4HR FIRE-RATED FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN FOR 1HR, 2HR I, AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW - 0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW- D-0119 HW -D -0120 10 C101OFP -01 C) PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF 8 " MAXIMUM EACH SIDE :: PARTITION FASTENED TO PERPENDICULAR CEILING TEES 0 EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEADS j: \projectslsabey\sdc5231caddsd ee _a-: 1 .s 11 17 PARTITION BRACED CEILING CLIP — AT 8' -0" OC PER ICBO REPORT4071 PARTITION ATTACHMENT CLIP 0 PARTITION ATTACHED TO PARALLEL CEILING TEES PARTITION HEAD FOR PARTITION ATTACHED TO SQUARE EDGED SUSPENDED ACOUSITICAL CEILWi 3 " °1' -O" CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK Aft— 7- C101OFP -33 0 VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS &STRUCTURE ABOVE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS 6/13/2008 C3030AC -01 r ryj.01E 03 •� CODS COV121.11xligE 10:42:48 AM COPYRIGHT (2) 2007 CALLISON n NWQ. •. W 0 W od 12 W = 1— Z J W Q • a Iu Ci z W 0 DETAILS A -801 0 d' 0 CC RECEIVED 0. CITY OF TUKWILA JUN 18 2008 PERMIT CENTER 0 0 LL 0 W M N N- 0 co rn c 0 0) c O LO N (1) CO CO N � M N N a Co Co CO CO 0 0 N N N N CO F I� jt 0 O r` co CO N CO 0 N H O • 0 O 0 rn • N co .0 N N CO N O N 0 CO O N co 0 0 H U w t1° ISSUED / REVISED DATE PERMIT SET 05/14/08 PERMIT RESUBMITTAL 06/16/08 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Nome & Site Location - Sabey Data Center - SDC -52, Tukwila Building Dept. Contact - Mr. Allen Johnson, Phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - see snow (rain factor) See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.406, S1 = 0.737, IE = 1.0, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "0" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY E B SAILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR I5 TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 5O,O00 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A-108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER I5 TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS - PURLING, GIRDERS, ETC.) 3o. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES (4 5' O/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP I5 CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'5 OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING 5 -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT I5 THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM O.T.O. C.I.P. = CAST IN PLACE REINF. CLR. = CLEAR R.O. CONT. = CONTINUOUS SW EL. OR ELEV. = ELEVATION SIM. E.N.W. OR ENW = ENGINEERS NORTHWEST SYMM. E.F. = EACH FACE T. E.W. = EACH WAY T.O.F. F.O.C. = FACE OF CONCRETE TYP. F.O.W. = FACE OF WALL FTG. = FOOTING U.N.O. H. OR HORIZ. = HORIZONTAL W.S.S. = HOLLOW STRUCTURAL SECTION I.C.B.O. = INTERNATIONAL CONFERENCE V. OR VERT. OF BUILDING OFFICIALS V.I.F. I.F. N.T.S. O.F. = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE V.O.F. W.A.B.O. = OUT TO OUT = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS NORTHWEST W ENGINEERS - NORTHWEST INC. P.S. cohlu 6869 WOODUNIN At N.E. SEATII.E WASHING10N 98115 (206) 525 -7560 W Q ✓ 0 z W co 1— W z 0 ISSUED / REVISED DATE D P► AKA 1 NAM E 11 MOM T PLAN S0.7 C[l co Z c p .° - }' N I- Q ` � �► N 0 O c co o. ao ° t E - cc OCLo o L ti 0 C) O � o¢00 v O c' N LL . CO CO . >. 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N N W 462' -10" PROVIDENCE HEALTH & SERVICES DATA CENTER SDC52 -03 INTERGATE EAST CAMPUS 3355 S. 120th Place Tukwila, WA 98168 30' -0" 2B1 281 281 281 2B1 2B1 2B1 281 2B1 2131 281 W24x68(30) 2B1 281 281 2131 2131 281 2B1 281 281 2B1 281 2131 291 281 2B1 2B1 281 281 281 281 281 281 281 281 281 W24x68(30) 2B1 Tier N w (,1 N CO N w 01 30' -0" W24x76(30) 281 17' -4" 12' -84 2B1 2B1 281 N co 00 W21 x44(1 2B1 2B1 2B1 2B1 2B1 281 281 2B1 281 281 2B1 2B1 281 281 2B1 2B1 2B1 281 2B1 261 W33x201 (30 281('t 281 281 281 W24x 5(30) L 10 0 0 (0 to W 0 • 281 • 281 = 281 t0 • 281 = 281 I 0) NI— 2B1 C9 I N 2B1 s C 9. 2B1 00 I rn 2B1 co 1 OD .._ - 2131 C 9. 2B1 30' -0" N co 462' -10" 2B1 2B1 281 2B1 2B1 281 2B1 281 281 281 281 281 281 H i d J 30' -0" N w w N N co 2B1 N co 281 281 2B1 2B1 281 281 2B1 2B1 281 281 2B1 281 30' -O" J, CA 0 (0 CO 0 v 0 x (0 (0 0 X rn v CALLISON 30' -0" 2B1 2B1 2B1 2B1 2B1 2B1 2131 281 281 261 281 281 281 281 281 281 281 281 281 281 W24x55(36) WI 4x22(1 x w 0, W14x22(14) 30' -0" CALLISON 1420 Fifth Avenue #2400 Seattle, Washington 98101-2343 T 206 623 4646 F 206 623 4625 www.callison.com 7' -0" 23' -0" N co C ii■mmumm1imm a.;l abl;.10 i0I0 .10 .0L:.10 1:. r_ 310 7 iiiMMIMMIII .if: .l.ij W. R.:.i.::ai..l,�1 .1,: ai.: a.: L. I 11111111111111•11111 M • • OMM 7V0 0 a1.:[.,. .S.A.i.':.5. i1 .[[.:GIIVAA..I. LS ..:.S..:.1. 1.S,..I.::.1.1..r.. N w CA N W N w N #i- CO 4 V v 0 (0 t0 1 30' -O" W18x3 281 11 281 h 281 2B1 2B1 2B1 2131 281 OVER CONC. WALL 2B1 281 281 281 2131 2B1 2131 2131 2B1 2B1 2131 2811 2811 2811 30' -0" N co (r1 N CO N C13 (A N CO N w co N A ) 18' -O" 30' -0" 2131 2B1 2B1 2B1r- 281 281 2B1 i L _ LW27 x94(301 _ L OVER CONC. WALL 281 281 2B1 281 2B1 2B1 281 281 281 281 2B1 2811 2811 2811 T 30' -O" V x 0 t0 to N N W N co (,7 N w (A 1L N CO N w 0) N w N 34' -0" 30' -0" 2131 281 2B1 281 281 2B1 2B1 2B1 281 281 2B1 OVER CONC. WALL 2B1 2B1 2B1 2B1 281 2B1 2B1 2B1 281 2B1 2B1 2811 2811 2811 30' -0" N W N w W N w W N 0) 29' -3" 2131 281 2B1 2B1 281 2B1 281 281 2B1 281 2B1 W24x76(30) 2B1 281 281 2B1 281 281 281 281 281 2B1 281 2811 8' -0" 23' -6" 29'-3 N W W N co 1 N W W N co W N w ENGINEERS 0 cJ cn y 29' -3 2B1 281 281 281 281 281 2B1 2B1 2B1 2B1 2B1 W24x68(30) 2B1 2B1 2B1 281 2B1 2B1 281 2B1 2B1 281 2B1 35' -14" 2811 2811 2811 30' -66" 1 N CO I N t0 1 1 1 ■ 1 1 1 a ■ w 1 N V 1 N " s 0) N N _ N " co 0) OWNER: SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 -5121 T 206 281 8700 F 206 282 9951 www.sabey.com T.O.S. AhL VERIFY EXIST. FF 40' -0" 3RD FLOOR 27' -0" VERIFY EXIST. FF 20' -0" 2ND FLOOR 0' -0" "re) NY 30' -0" A -5.1 lrT I I H.S.S. 5x5x l 2 -a2 13' -6" R.O. 4' -0' 30' --0" USE OVER SIZE SAW TO AVOID OVER CUTTING P.C. PANEL EDGES 0 OPENING K -6.3 NP. @ 30' -0" 30' -0" EXIST. FRAME ALON 30' -0" GRID 1 " - -i'— s — 30' -0" '" TOP R EXIST. MBS SHEATHING [ -0 "1 127' -0 "1 N 1 -0 " 30' -0" 7f 1 SECTION A -5.1 A -5.1 WEND R 1 "x8x0' -11" w/ 2- "0 HILTI KWIK BOLT TZ 0 5 "GA (EMBED 4") EXIST. FLOOR SUPPORT BEAM. HSS 5x5x4 HORIZ. TOP & BOT OF LOUVER HSS 5x5x� EA END OF LOUVER (VERT) pASE R 1"x6 "x0' -11" w/2 HILTI KWIK BOLT TZ EXIST. P.C. PNL. EXIST, CONCRETE ON METAL DECK EXIST. BEAM 4 - 1' -0" 29' -3" 25' -0" R.O. 2' -2" 1 A--5.1 30' --66" 2' -2" 25' -0" R.O. 0 EXIST. METAL HORIZ. GIRT - SAWCUT & ATTACH TO HSS VIA L3x3x4x0' -6" w/3-0.145"0 HILTI X -EDNI FASTENERS. 3v HSS 5x5x* DTL a2—a2 DTL al —al WELD R + "x3 "x3" 11 2 0 co 2' -2" EXIST. MEETAL DECK SHEATHING TO HSS 0.145"0 HILTI X -EDNI FASTENERS 0 EA VALIG & 0 12 "o /c VERT. EDGES REVIEWED F O CODE COMPLIANCE APPROVED JUL 0 8 2008 City Of Tukwila BUILDING DIVISION HSS 5x5x7 HORIZ. w /i" END R WELD L3x3x4x0' -6" 27' --0" FF 20' -0" 2ND FLOOR VERIFY EXIST. CID • z 0 J y W ac W ad 0g W Z I— I— Z J W a cs W z F W a CI W 0 a . S5.1 PERMIT SET 5/9/2008 CO 1- 0 NORTHWEST ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE NZ SEATTLE WASHINGTON 98115 (206) 525 -7560 0 CO Cn 0 0) N 0 0 LL t 0 LL CO∎ISIJURNG ENCAMPS , co 03 0) 0 0 0) N CD CY) N CD CO 0 N 1. 0 0 03 ISSUED / REVISED DATE Lt) 0 U 0) • a N 03-0 N cv 0 N � 0 CV c0 0 0 CV H W re a