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Home My WebLink AboutPermit D08-480 - KING COUNTY - DATA CENTERKING COUNTY DATA CENTER 3355 S 120 PL D08 -480 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: KING COUNTY DATA CENTER Address: 3355 S 120 PL SDC 52 -01 , TUKWILA WA City#f 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 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: GLENN PARRY Address: 12201 TUKWILA INTERNATIONAL BL , FOURTH FLOOR 98188 Phone: 206- 730 -4983 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: 206 - 281 -4700 Contractor License No: SABEYCI033ICM Expiration Date: 01/06/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR DATA CENTER ENVELOPE FOR A NEW TENANT Value of Construction: $221,813.00 Fees Collected: $3,549.36 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: doc: IBC - 10/06 * *continued on next page ** Permit Number: D08 - 480 Issue Date: 11/19/2008 Permit Expires On: 05/18/2009 D08 -480 Printed: 11 -19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 Permit Number: D08 -480 Issue Date: 11/19/2008 Permit Expires On: 05/18/2009 Date: 1I`1 I 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 pre- . e to give aut�ri to olate or cancel the provisions of any other state or local laws regulating construction or the performance of - . I am autho • ed to and obtain this development permi Date: This permit shall become null and void if the wo k 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. 1308 -480 Printed: 11 -19 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 3355 S 120 PL TUKW • 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 KING COUNTY DATA CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -480 ISSUED 10/29/2008 11/19/2008 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 and verifications for concrete construction shall be required. 6: 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. 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 final 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 final 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: Notify the City of Tukwila Building Division prior to placing any concrete, This procedure is in addition to any requirements for special inspection. 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: Cond -10/06 D08 -480 Printed: 11 -19 -2008 inspector. No exception. 21: ** *FIRE DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: Manufacturers installation instructions shall be available on the job site at the time of inspection. 18: 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. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 24: 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) 25: 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) 26: 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) 27: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 28: 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) doc: Cond -10/06 D08 -480 Printed: 11 -19 -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.cidukwila.wa.us 29: 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. (ffC Chapter 10) 30: 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. (ffC 1008.1.8.1) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: 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) 33: 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) 34: 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) 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. (ffC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 36: 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) 37: 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) 38: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 39: 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) 40: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 41: Local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond -10/06 008 -480 Printed: 11 -19 -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 42: 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) 43: 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) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 47: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 008 -480 Printed: 11 -19 -2008 • City of Tukwila 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 wo Signature: 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 / / Print Name: 6/ Fy /, ./ doc: Cond -10/06 D08 -480 Printed: 11 -19 -2008 Site Address: Tenant Name: Property Owners Name: stmEy DATA Gera, Name: Co...e Mailing Address: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 / is 11,1 t „( „ Plat - R2l Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 355 - 12o*+ PL kt.tc, Loµ. tr Mailing Address: 1 TtalcwtL.4 I -rt><L JA-n to 1 31-1,n l f ukt,t I CONTACT PERSON - who do we contact when your permit is ready to be issued 17-701 tf,L utlL, Inlr■.o id A r.n.l At $r tin Frh tRmf GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: SASE. Go � 4�nal Mailing Address: /2-2.0t Tta14oiLA IAirE41A-na.akL BLun Fnutrre+ Fl_ 14,,t,,A 6..A City State Day Telephone: 2a4. 730 4a43 / 204 Contact Person: GI.- F.4,-1 pq E -Mail Address: 3 v.nespe . tom / J"sc'J ®5/%661 Contractor Registration Number: saR,FyL1o2,-mknn Expiration Date: 1 /4104 I ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: GAtO.t Mailing Address: 1'120 ' Ave Contact Person: E -Mail Address: Company Name: P , ores, ktn2at44,E r Mailing Address: (AA wonnt A,,t.J Ave E Contact Person: nq,a LA E -Mail Address: etn„te rv�wcca+tl� .rAw. Appl 000.- Applicatin,tInI ini , - Permit Applitiat Iles ivd: 4- 21111(, hh Ut Building Permit No. 4 2) — 2 1, Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: I0.30 RD(P1 Suite Number: sow 52.-01 Floor: 2., 1 New Tenant: [tom' Yes ❑. No Ft. Pt. SE,4TTLE City Tu �l.,lLh City 1u City Fax Number: Fax Number: State Day Telephone: ut, 710. 44513 wA State /VA State Day Telephone: 2a,. r.23 . elt.yt, Fax Number: 70-4, 427, tt. ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record SEArrt k. w A Cit■ State Day Telephone: 2t�, 5 2 s Est o Fax Number: tat, 322 (.4,48 9& /trFr Zip 18148 Zip 8810 Zip Page l (11.6 I Floor Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 2 Floor t&S. 22-2_ 3` Floor t 2-2-1- Floors 1 22.2. thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2.2_4 . t; Existing Building Valuation: $ Scope of Work (please provide detailed information): TauA.,.IY Ik pith ti, 4,1 7 5 Fork nor, cpnrrnx E- Ivcu�oE F,,¢ A Net. T IAn1T. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below ()::Application‘ Lorne.-Application, ( Line ; -2056 - I'enni( Applicmn.n.d, e Re, ised: 9 -2056 1 321 , faro Er No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ['- Sprinklers [l Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If ';'es'. attach list of materials and storage locations on a separate 8 - 1/2 - x 11 " paper including quantities and Material Sufety D ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2of6 BUILDING OWNER 0 Signature: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ZED IG C L Print Name: Z E 1/4 feg y Mailing Address: 12201 TNka,,ILA t reszdn„n.JAt ELL) r% Date Application Accepted: L0 )_q--o' Date Application Expires: )4 o / Staff Initials: ,/f i v. I urn,.- Applicm ions ()1, I inC 3.2006 - Permit ApnccaW,n.d,r Re. ised. 0-211116 hh T(Icwi Cit Date: / c/4 0d' Day Telephone: 406 - 7)-o _ L19r3 wry State Page 6ol6 Receipt No.: R08 -03797 Initials: WER User ID: 1655 Payee: SABEY ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Parcel No.: 1023049069 Permit Number: D08 -480 Address: 3355 S 120 PL TUICW Status: APPROVED Suite No: Applied Date: 10/29/2008 Applicant: KING COUNTY DATA CENTER Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 112511 2,152.90 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $2,152.90 Payment Date: 11/19/2008 01:22 PM Balance: $0.00 2,148.40 4.50 Total: $2,152.90 9759 11/19 9707 TOTAL 2152.90 doc: Receiot -06 Printed: 11 -19 -2008 Payee: SABEY PROPERTIES ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Receipt No.: R08 -03639 Payment Amount: $1,396.46 Parcel No.: 1023049069 Permit Number: D08 -480 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 10/29/2008 Applicant: KING COUNTY DATA CENTER Issue Date: Initials: WER Payment Date: 10/29/2008 09:34 AM User ID: 1655 Balance: $2,152.90 Payment Check 112282 1,396.46 RECEIPT Account Code Current Pmts 000/345.830 1,396.46 Total: $1,396.46 doc: Receipt -06 Printed: 10 -29 -2008 Project: (a /I� Typeoi ec on� � \ , Address 3 `SS s .,� // P e Dat Called: Special Instructions: ��, Date Wanted: .a�! -e, al p.m. Requester: Phone Z 10 -- n CS —3 Go f f F. • 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 - 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4-0 id f-clit\I J frt,LT W A ( _ Insp Etor: J a _ [) r 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: COMMENTS: 16 e he 10 i 'At( ist,,d` w i i J-�i Ahe � t,t , +,) P PC S - ( O4 L e t� -C ` A o cv'c )/\ NA 06 ' > ti,-, 0 6 (,) , 1:, c 't) A re_U: S >,a, Date Wanted: CS 1 — Z9 -6Cj p.m. Requester: Phone No: - - L 7 °, --- 5 -- - 36 1 , A . \ Project: K Ni 6 C�� I r-(A Type of I ection: r t vv , k t Address: 33 S 12c.) )(_.- Date Called: Special Instructions: Date Wanted: CS 1 — Z9 -6Cj p.m. Requester: Phone No: - - L 7 °, --- 5 -- - 36 1 , CITY OF TUKWILA BUILDING DIVISION J Approved per applicable codes. Inspec or: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 8 I -Z „or $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to phedule reinspection. Receipt No.: I 'Dare: COMMENTS: P 1 I 6 ) SPvp r 7,1,R ( Le Ho/ -G e M < ,P_c CL #ed 3- 27 -de, E 1ega4 eiVA( F1•N4I lviciSt.Ft °�/ c ea i Sot' P k;4- G i I B% .. -kJF a>t /,1 P t41•,r 4- r(i 15 e9 Q �( /( "U '' nt? ',� �V 6 D _ A Date.W nt ed: S C — C) Ca.ua= P.m. Requester: Project: ; "" IZ1NCa (.01.4∎ (1 N4u Type of Inspection: ::iN Address: 3 3 5 S 1?() 1 lr Date Called: Special Instructions: Date.W nt ed: S C — C) Ca.ua= P.m. Requester: Phone No: 2. c11 c , -255 3&7 / C ► INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Date: El 60 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: El Corrections required prior to approval. Project: lz I K1G OCWKI - lc) `i Type of Inspection: � A 1ni C, v Address: 3 -2)' S S 12. Date Called: Special Instructions: Date Wanted: ra rl"i, Requester: Phone No: - 3 1v7 1 2.-h -z INSPECTION RECORD 1 Retain a copy with permit Y. O8-ii BO INSPECTIO NO.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe •r: p Receipt No.: RA AA 11.16 _ cAPPre 5 1 Date: \ .3 2 .00 REINSPECTION E REQU)RED. Prior to inspection, fee must be id at 6300 Southcenter : lvd., S{iite 100. Call to schedule reinspection. 'Date: Proje t: KIN) G 06\1 N't -; Type of Inspection: f S i,s cf 6 Address: '33S s 'z c) PC_ Date Called: Special Instructions: - Date Wanted: C �"rir Requester: Phone No: I0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11[I Approved per applicable codes. El Corrections required prior to approval. // COMMENTS: Id • ect• : I Dat3 _ Z � $6 'L0 REINSPECTION F E REQUIRED. Prior to inspection, fee must be palj at 6300 Southcenter Blvd., Suite 110. Call to schedule reinspection. Receipt No.: 'Date: Rec lfg COMMENTS: "k .... : 16.420,‘ ype of Insps ction: !/ n r� A" 1: Z 0 - t � 12 z a L. -- D W: -tL Ar It^,fw a;` „Tx( P /Jac "/ , n a siVI:G. it ? of u J i 4 L ' v " 6'r &r/ 1 I r ().4 L/ - rfr 49 ae--1 t, t A Project3 "k .... : 16.420,‘ ype of Insps ction: \ Addr ss D to Called: Special Instructions: Date Wanted: , -- - �` �•44 , r p.m. Requester: Phone No: ti INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Inspect r: 1 0oK -4 orrections required prior to approval. Date: ri $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Project: ./(/ /t/ /N ✓/t9 1 Type of Inspection: /( /(( /? i /i-' 4 Address: S ��v R-- .. 355 Date Called: Special Instructions: Date Wanted: Oa C-rm p.m. Requester: Phone No: .2-66 S-3 6 7 / DOS - L1S6 INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 COMMENTS: Ouvo Gtf4 Z� �c )./af \4p ' '"d ' 4 o-0 T I EINSPECTION FEE R QUIRED. nor to inspection, fe'must be t 6300 Southcenter Blvd. Suite 1 . Call to schedule reinspection. Receipt No.: 1Date: Approved per applicable codes. Corrections required prior to approval. - - ate il- - - . a4 P oject: Type of Inspection: Address: 1 50,,1 .; 11-o I. ?five Date Called: Special Instructions: Date Wanted: 1- f v9 p.m. Requester: Phone No: n ( ( 5-C 367 f INSPECTION RECORD Retain a copy with permit -44 INSPECTI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NQ. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: o A 61 /3 Co gr 6 ft Inspec I Date:7 El $60.00 REINSPECTION FEE REQUIREIi. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: IK ING eaaw - / 64414 Type of Inspection: 04Ad +N G Address: 3 2 15 45 5 In P(— Date Called: Special Instructions: Date Wanted . .2 J g I a in p.m. Requester: Phone O G -25 4 - 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog -WO PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: IN ,=1w -- ( ? ?p' ?' 2 Gv )1// -( , D,1,,/;.vG ( ' ' i r e - / - / - 7 (law ) 0/ /° 7 7 Inspector; 24 Date; U. 0. REINSPECTI N FEE EQUIRE . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: `Date: u�- P ct D ZCA—er Type of Inspection: 1 Ad D_ ate Called: S 0 a �'_, Special Instructions: Date Wanted: ' a.m Requester: Phone I n Ts ....:17 ' INSPECTION RECORD Retain a copy with permit 948� PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: O vim, As d ' C IAO (P L--A4 D 6 (3T) g- K b i\ f 0 t K c � n riA/ 'I Inspectgf: Date: i r ri $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 I. 0 j api ._ - G — tee ZehAMret , Y4f duc,+ 4 v L, / —.Z. if.t m / //p/. _ ,9 9 . 4 . 0 1 / . - - L i n g -- 6 -L - ,Se9t.' Date Wanted: / —2 Q e- /5 ,), 6'J //, N s& Rei y Phone No: `S Project: K /A/ 4/ i /D4 4 Type of Inspection: A -7-, .4/97//1/6 Address: 7 ?.5.s S /2"'L. Date Called: Special Instructions: • Date Wanted: / —2 Q p.m. Requester: Phone No: INSPECT •N NO. PERMIT NO. CITY o F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. tor: Irl`.ial ■ paid at 6300 Southce ter Blv 0.00 REINSPECTIO FEE R INSPECTION RECORD Retain a copy with permit Corrections required prior to,approval. Date: floff-9450 UIRED. Prior to inspection, fee must be ., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: r of Inspection: r R A M, NY—, � 4 sa' d C Z- - i v 1-- s ;Cc w 4 ( Nies - 1 U F v1 hA&,,) s71,110..s 49, o 1_ T () bo GAD . Special Instructions: Date Wanted: I , ) 3 —C-)C (a.m..;.. p.m. Requester: Phone No: 2 ..v6 — z 5'S -3 7 , Project: . K r.J& 06)‘44(1 I6A 'rN of Inspection: r R A M, NY—, Address: 335 s l2o Pi_ Date Called: Special Instructions: Date Wanted: I , ) 3 —C-)C (a.m..;.. p.m. Requester: Phone No: 2 ..v6 — z 5'S -3 7 1 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ?/ , Date:. k—VS- 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p i • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recei 3 t No.: 'Date: ..91.16...- ...s_ _k_ ��__ COMMENTS: (- A-Q A pr 6..- J1 - 1 ) .)n U r' ` )- r 1.-.3M( S ' l..I_) L.c--; ' i i . r k.. - c - ,)- --t I ii, ,� e - ------- j '1 _ � C J ik S L. :*()T rid C au �c)/•k J t / i) ,:t%). e, • -I rn Aiad rhea 7) r `sti r -- 6 4/eJ 1 FA 4 i i ' e 4. BP , G f.‘ /J 3 lin Phone No: x.1 -2.5 ' - 34 7/ A 1 r' Project: /NN (P /A //X .64-4-4 Type of Inspection: ,n 4M,N(� . X Address: 335 S /2 O PL Date Called: Special Instructions: ` Date Wanted: / -- 6- ea m� Cj d p.m. Requester: Phone No: x.1 -2.5 ' - 34 7/ —4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 - 3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Inspect 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: Type of Inspection: 1 1- PAvv1/N/ L e OrniAl A f II , J A- A g e e : � (z O P t , Date Called: I PP Date Wanted C i Q 12 ` o tj � J)4 Lr L..` — d o ` i � I oA . ?. R "i1 C,r ' I Z_ on iI - ! A Project: KINC,COittvrti IAI Type of Inspection: 1 1- PAvv1/N/ L A g e e : � (z O P t , Date Called: Special Instructions: Date Wanted C i Q 12 ` o C Requester: Phone No: 2,6 - 2.SS - 3 G '7 / INSPECTION RECORD Retain a copy with permit - INSPECiyON NO. ` PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 7 InspectrTh 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: • Project: /(Iv‘ c Ni....„: 6 Type Inspection: ./4/4-L--4** g/Lr Address: 3 35 c , i22 P Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: --. cr. :tacit INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. COMMENTS: E QV- - exi u p 1 pakte) N b6 2EPr 67 •••••■1••■-......■•■ • Inspector: Date: Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit -• ;J. h 1/13/06 • . i>4 tie° _ PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 . Project: 14444 Co Otro, Co Type / of Inspection: cA/ %I5o0 /. 121Nk U1.- Sprinklers: - Address: 33 S . Suite #: IZ o V k. Contact Person: MATC = Special Instructions: - Occupancy Type: 6 -2. Phone No.: i dly 25 - 3in ? Needs Shift Inspection: Sprinklers: Fire Alarm: Y 4 . Hood & Duct: fki Monitoy: C2 opM.ka kilt c Pre- Fire: ( Permits: ` / - Occupancy Type: 6 -2. or. i _I • • PERMIT NUMBERS •1 - 002— CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 INSPECTION NUMBER Approved per applicable codes. COMMENTS: V t.-794 CA, FaNPrc_- h -- cut og-1 PArlIL . '- purr- -D -71701-). f t 0 3 ‘ 2 . L - . ... - 7 : ( Y ) " - - --= . 1 19 - 0 )4Ly ciAtto„ b)A +, , • 01 -- V ticlb A WA t , `fib till. P Date: . 5/21./ j Inspector: 6040 P1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. r. r Word/Inspection Record Form.Doc i 1/13/06 INSPECTION RECORD Retain a copy with permit ri Corrections required prior t approval: A lam- Y 041 ( • 'T.F.D. Form F.P. 113 - 1403 -zbq MAYES TESTING ENGINEERS, INC. March 27, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: King County Data Center 3355 South 120 Place Tukwila, WA MTE Project No. T08226 Gentlemen: r. ti MAR ' 0 2009 JN:rr J1 1. Epoxy Grouted Dowels 2. Reinforced Concrete . 3. 'Reinforced Steel Placement 4. Spray Applied Fire Resistive Materials 5. Firestop FINAL LETTER Permit No. 008 -480 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 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: 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. Sincerely, MAYES TESTING ENGINEERS, INC. aun W. Sevrgn 1, Branch Manager Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Cc: Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation I(04/0672009) Jim Dunaway - T.08226 04- 02- 2009(25).pdf . �t. � +:Y +c +:Y.�l: ±+�A<.:5i'+'::J:7:- r_.... .si:n'F.s+..('•mfT.Si.!:a1S'A: . MTE NO: PROJECT: Address: T08226 KING COUNTY DATA CENTER 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -480 Page 8 AYES TESTING ENGINEERS, INC. Owner: Sabey Corporation Architect: Callison Architects Engineer: Engineers Northwest Contractor: Sabey Corporation Date: 3 -31 -09 Weather: Overcast Inspection: Fireproofing Samples: NIA Page 1":1 Lynnwood Office 20225 Cedar Valley Road Suits 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 503.281.7 515 fax 503.281.7579 A MTE inspector arrived onsite at the King County Data Center project for a fireproofing trade damage inspection. Inspected hand patched fireproofing at 2 floor gridlines G — J/2 (at the fan units). Contractor hand applied Monokote MK6 — HY to meet the existing fireproofing thickness. Patching is complete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by:,: . INSPECTOR: Dennis Sanborn Shaun W. Sev ranch Manager cc. Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile. Sabey Corporation — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC v'�`.7.ivr�•� ls�C��Y�� ` Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) CONCRETE LABORATORY TEST REPORT King County Data Center 3355 South 120th Place Tukwila, WA Sabey Corporation Sabey Corporation 39 °F Cloudy Concrete Cadman 887356 604434 Initial Storage Temp. (ASTM C31) FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) Actual 61 °F NR NR Water /Cement Ratio [Slump (ASTM C143) ' Sample(s) Rec'd: 0.255 5" 01/01/09 Project No: ► or ed on: A 'SVmple Set ID: FEB 03 1 mit # (s): D08 -480 COMMuNIT°tOriginal: QPIMPta i lTevised: I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement - -Type I & II WRA NC 534 Required Strength: (f c) Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253 - 584.3720 fax 253.584.3707 T08226 01/28/09 18430 Weight (per cu.yd) 1,282.0 lbs 1,945.0 lbs 144.0 lbs 564.0 lbs 27.9 oz 56.2 oz Placement Location and Notes: I 4000 psi @ 28 days 2nd floor deck in fills at F - G/2 - and G- H/5-6. Sampled at 9:15 am at 11 cubic yards of 22 cubic yards total yards placed. Date Mad 12/31/08 12/3_1/08 12/31/08 12/31/08 Remarks: COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 or AASHTO 722 when applica e Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) F I 0017 L01 /07/09 ' I 7 I L 4 x 8 j L48515 U 4.01 [ 12.63A[ 3840 r 000_1 J ( I P01 /28/091 [ 28.1 H _ 4 x 8_ 1 F:729 L4.00 1 1 12.571 _ 5800 !I_ 0001 110019_11 01/28/09 - 1i _ 28 _ I _ 4 _ x 8 72250 J 4.00 57_50__ _. 000 J 002 r 01/28/09 r 28 I 4 x 8 .IT 75240 _11 4.00 i L12.57 i - 5990 Technician(s): Graham, J. Tested by: Harlin, S. Reviewed by: L _ Shaun W. SeV 4 Branch Manager NOTES: Information'in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Type of Fracture Type 3 1 Type 5 I ` Type 2_ Type 2 _ MTE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC. y_� - «¢.'! �' W4 •',:'�F+�rJ'�;�,c:� °r6r.S_:,4i _n .s'..�''t_»f. rr MTE NO: PROJECT: Address: PERMIT NO: Page 5 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08226 KING COUNTY DATA CENTER 3355 South 120 Place , . Tukwila, WA D08 -480 Sabey Corporation Callison Architects Engineers Northwest Sabey Corporation 1 -13 -09 Clear Fireproofing N/A RPECiENED 9 nY w ./,' PRELIMINARY: Need a coat of fireproofing on the top of the door at G/3.3. 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 A MTE inspector arrived onsite to perform a fireproofing inspection for 4 columns at grid H/5 and 6 and G/5 and 6 and the cordon between gridlines F and G on the 2 floor. The contractor used monokote MK — 6 /HY to patch the bottom at these 4 columns and on the ceiling where framing clips were installed to match the existing fireproofing coat thickness. Contractor also sprayed a coat of Grace Flamesafe FS 3000 coating on the top of the metal framing wall on both sides of the corridor, except at the top of the door at G/3.3. All conduits penetrated though the walls and the corridor was sealed with a coat of Grace' Flamesafe Coating. Verified framing clips were installed on the top of the wall at the corridor and at G to J/2.8. Reviewed by: Shaun W. SevigMy, Branch Manager cc: Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation — Building Official, City of Tukwila MAYES Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT King County Data Center 3355 South 120th Place Tukwila, WA Sabey Corporation Engineers Northwest Sabey Corporation 39 °F Cloudy Concrete Cadman 887356 604434 Sample Temp. !Initial Storage Temp. (ASTM C 1064) ! (ASTM C31) I 61 °F NR Water /Cement Ratio: I i Slum (ASTM C143) i 0.255 5" Placement Location and Notes: 2nd floor deck in fills at F -G/2 -3 and G- H/5 -6. placed. Technician(s): Graham, J. Tested by: Simmons, N. !RECEIVED JAN 1 4 29C'9 c®MMUNiTy DEVELQPMENT FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Samples) Recd: I 01/01/09 Sampled at 9:15 am Project No: T08226 Issued on: 01/08/09 Sample Set ID: 18430 Permit # (s): D08 -480 Original: Revised: I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement - -Type I & II WRA NC 534 Required Strength: (fc) 4000 psi @ 28 days at 11 cubic yards of 22 cubic yards total yards COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 or AASHTO T22 when applica Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) 12/31/08 11 0001 1 0017 II 01/07/09 I 7 I I 4x8 48515 12/31/08 j 0001 j 0018 H 01/28/09 ! 28 ', . 4 x 8 12/31/08 I 0001 0019 i ! 01/28/09 ! 28 ! 4 x 8 ' 12/31/08 ! ; 0001 0020 01/28/09 28 4 x 8 0.00 Remarks: 4.01 0.00 0.00 12.63 !, 0.00 0.00 0.00 Reviewed by:`, , Shaun W. Sely Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,282.0 lbs 1,945.0 lbs 144.0 lbs 564.0 lbs 27.9 oz 56.2 oz Type of Fracture 3840 Type 3 NA NA NA MTE 1050-1C, Rev 3, 07/19/07 • A YES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08226 KING COUNTY DATA CENTER PRCEIVE® 3355 South 120 Place Tukwila, WA IAM 1 4 2009 PERMIT NO: 008 -480 Page 3 Owner: Sabey Corporation Architect: Callison Architects Engineer: Engineers Northwest Contractor: Sabey Corporation Date: 12 -22 -08 Weather: Indoors Inspection: Structural Steel Samples: N/A Reviewed by: 1 Shaun W. Sevigayyranch Manager cc Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects -- John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation — Building Official, City of Tukwila 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 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 lax 503.281.7579 A MTE inspector arrived onsite for structural steel inspection of 2 floor deck infills as follows: Drawing S1, infill between F and G from 2 to 3 lines and drawing S1.1, infill between G and H and 5 and 6 lines. Checked structural welds, deck welds, shear studs and high strength bolts. Installation conformed to the approved drawings. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Watson MTE NO: PROJECT: Address: Page 3 Es TESTING ENGINEERS, INC. t*.'"i3i1 sitts's:' Xifin`∎17.e e?f a: Pl q11: ei",.' i�?':¢ 447 ftk "it:`M:?N3145MMiin131i T08226 KING COUNTY DATA CENTER 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -480 Owner: Sabey Corporation Architect: Callison Architects Engineer: Engineers Northwest Contractor: Sabey Corporation Date: 12 -31 -08 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 4 x 8" nEC!4VED IA.N 1 4 7009 JNITY INSPECTOR: Jerry Graham 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 and inspected the placement of approximately 22 yards of concrete, Cadman Mix # 604434, for 2 floor deck infills at: F — G/2 — 3 and G — H/5 — 6. Reinforcing steel and wiremesh was properly installed, in accordance with approved plans. Concrete was properly placed and thoroughly consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: ��, \ Shaun W. Se(y nom, Branch Manager cc. Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation — Building Official, City of Tukwila AYES TESTING ENGINEERS, INC. RC RECF.IVED MTE NO: T08226 PROJECT: KING COUNTY DATA CENTER IAN 1 4 2009 Address: 3355 South 120 Place ;JJNfTY Tukwila, WA MEAT PERMIT NO: 008 -480 Page 2 Owner: Sabey Corporation Architect: Callison Architects Engineer: Engineers Northwest Contractor: Sabey Corporation Date: 12 -19 -08 Weather: Light Snow Inspection: Structural Steel Samples: N/A A MTE inspector arrived onsite for scheduled inspection. Upon arrival, the inspection was canceled due to weather. INSPECTOR: Dennis Sanborn Reviewed Shaun W. Se>r�, Branch 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 cc: Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation — Building Official, City of Tukwila Oakad.4 .A a1?'=ellesi6110iA iF:goTN.0 i. YWII ` I ;t ilti l i AYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08226 KING COUNTY DATA CENTER 3355 South 120 Place Tukwila, WA PERMIT NO: 008 -480 Page 1 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Sabey Corporation Callison Architects Engineers Northwest Sabey Corporation 12 -23 -08 Cloudy Epoxy N/A RECEIVED INN 14 20J9 Reviewed by: c ; Shaun W. Sexigg Branch 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 A MTE inspector arrived onsite and inspected reinforced dowels installed at the edge of the slab infill on level 2, line F — G/2 — 3. The #4 bars were embedded 4" located 2' on center per infill detail 12/5 — 08. The bars were grouted in clean, dry holes with Simpson Set XP Lot # 195486RR, expiration date of 5/31/10. The adhesive has engineer's approval for usage. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jeff Van Blaricom cc. Dan Lake, Engineers Northwest — Bob Winfrey, Callison Architects — John Sasser, Sabey Corporation — Matt Meile, Sabey Corporation — Building Official, City of Tukwila • • • Fite C ENW ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS KING COUNTY DATA CENTER SDC52 -01 INTERGATE EAST,CAMPUS 335\5 S. 120th Place Tukwila, WA 98168 Structural Calculations Rack and Cabinet Anchorage, 2 " Floor ENW project no. 99136.030 -3 February 25, 2009 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 EVISION NO. iL bO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2009 City of Tukwila BUILDING DIVISION RECEIVED MAR 2 6 2009 PERMIT CENTER • Property of Engineers Northwest, inc., Seattle Input = Job number : Job name : IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear In tt Basic Seismic-Force-Resisting System = Basic Seismic - Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = No height limit ±.4 Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= S2o = Cd = IE _ Detailing Reference Section = Cs calc. = Cs max. = Cs min. Cs use = Vu design = V design = Ev = Use by others unlawful Shaded cells Output 1.000 1.515 1.406 0.735 0.937 0.490 D 0.105 0.523 0.02 0.086 0.835 4 2 3.5 1.5 15.5.3 . 0.351 2.137 0.010 0.351 0.351 0.246 0.187 Fpu calc. = 0.351 Fpu min.= 0.281 Fpu max.= 0.562 Fpu design = 0.351 Fp design = 0.246 ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 All references below NBS Al Steel Storage Racks NBS N N 7.00 R. 1.406 0.485 6 D IV 7.00 ft. 7.00 ft. 7.00 ft. = Nonbuilding Structures Similar to Buildings Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F". roof high point (minimum parapet) roof low point (maximum parapet) W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1/Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.45)or (Eq.11.4 6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor for rigid diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.83 & Eq. 12.8-4) Section 12.8.1.1 (Eq. 12.8-5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8-2 thru Eq. 12.8-6) 'W At strength level USD (Eq. 12.8-1) 'W Working (0.7`E ) ASD •D = +1-i Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level 'wp (Eqs. 12.8 -2 thru 12.8 -6 above) `wp (min. Section 12.10.1.1) 'wp (max. Section 12.10.1.1) "wp USD *wp ASD (0.7"USD) EQ. are to ASCE 7 -05 (U.N.O.) SHEET ( OF J 4/6/07 SEISMIC Table 12.8 -1 Cu = 1.4 V t , 25W Ip,ex, 6 41,-riein 5 ) 2/24/2009 ASCE7- 05Seismic.xls • • IE 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 # PROJECT i 1 Givyy SUBJECT 4nierky / hek # 1 rasp sever a &bi, eW ;0o • I V t t25W e/4si'f (AO) 1�V e 16600 ft whim, V = • 25(20O6) dins = 3l,C x 11, c" f04 /14tr. 17;040 mu, tBI4S iv Ana) , 1;04-$ (4 koi. J DATE SHEET BY 2 OF 7 4441/ Sao l eeo tot. t1, [ - , (i o&J ° ) 2 c 84, 1 a IF 540 :51 V t 4 (5o0) t IiC ' 4. 7 44414e tti = lei , � V t • 25(1.0-00) c 25 04494 to-a4 (4. ) 1_e (i/tfo - ,600)1 1; 42, e *, V t 4C250i G2 4e 94. • • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 PROJECT # PROJECT kir/ C p. G , DATE SUBJECT et b wrGh - e1L l'� � yn it `ole !� r SHEET / OF J BY ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS fs 2.f 1 C 4, 3 '� 913 . E 7)17,rf lg, ?5 =9ff P j so 101,5 etc e1. U. « /IS ehe. slid - 1= f.s Adow, fk /mesdde iota e 2ftgt 179 • 9'a Odl • • EJJW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SABEY DATA CENTE ft INTERGATE EAST BUILDING 5 KING COUNTY DATA CENTER TI TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS October 27, 2008 ENW Project No. 99- 136030 -4 FL C O P Y :vit • REV ittNtD� CODE COMPLIANCE APPROVED NOV 1 4 2008 Ci A Tukwila B ILDIN DM I RECEIVED OCT 2 9 2008 PERMIT CENTER 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.enwseattle.com • ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS SUBJECT o. -3 PROJECT # ✓S' ✓ PROJECT Al Z 64))7 )04) VA= Jc0c OA' 77t€" aglote;et/ 0 1: Gat/ vck ()J - - tz cL IJ9rt 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 5 DATE SHEET OF /1/ BY City OE TWJI<WiLA (2,0G) 431- 3(04 � LLOJ J 014,1"/ a &xi ZOO(o IBC Sorow 4 PP 2 5 AF Aio ass,.& P7�i8 S i re C[.4$ -J D- L Category Importance Table 1 -1 pg.4 Factor Table 6-1 II 1.00 III & IV 1.15 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.6.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -06 for Sections, PROJECT NUMBER: 99136036 PROJECT NAME: Sisters of Providence LOCATION: Tukwila, WA DESIGN BY: DML PROGRAM LIMITATIONS I ) height ::MUSTNOT:exceed::the::length nor width:(arigidstructure):: :4 The building:MUST:NOT .exceed 60:feet: in:helghL.: � - 3 J ThervOf pe.Ml► T :NOT:exceed . BUILDING WIDTH, B = 450.00 ft. (PARALLEL TO RIDGE) BUILDING LENGTH, L = 495.00 ft. (PERPENDICULAR TO RIDGE) BLDG. EAVE HEIGHT, he = 69.00 ft. BLDG. RIDGE HEIGHT, hr = 59.00 ft. ROOF SLOPE, s = 0.25 InJft. IS ROOF A HIP OR GABLE? Gable HEIGHT OF PARAPET, hp = 59.00 ft. (EL 0 to T.O.W.) Importance Factor - I WIND VELOCITY, v = 85 mph (3 second gusts only???!) SITE EXPOSURE = • B Section 6.5.6.3 IMPORTANCE FACTOR, I = 1.16 See table to the right TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6-3 DIRECTIONALITY FACTOR, Kd = 0.86 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building Internal pressure condition = ENCLOSED Determines GCpi in Figure 6 -5 • Note:- III = Pubic Assembly & /or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) _ BUILDING AND SITE INFORMATION INPUT OUTPUT 69.00 ft. 69.00 ft. 59.00 ft. 59.00 ft. MAIN WIND-FORCE RESISTING SYSTEM IMWFRS1 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 I (Eq. 6-15) qh = 15.37 psf @ EL.59 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpI)1 (Eq. 6-18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 6.15 psf 1 0.40 6.15 psi Internal pressure = +/- 2.77 psf 2 -0.69 -10.60 psi 2 -0.69 -10.60 psf NOTE: - Internal pressure for the main frame cancels 3 -0.37 -5.69 psi 3 -0.37 -5.69 psi when Zones 1 & 4 and 1 E & 4E 4 -0.29 -4.46 psf 4 -0.29 -4.46 psi are combined but adds or subtracts at 5 -0.45 -6.92 psf 5 -0.45 -6.92 psi Zones 2, 3, 2E and 3E that do not have 6 -0.45 -6.92 psi 6 -0.45 -6.92 psf directly opposing frame loads. 1E 0.61 9.37 psf 1 E 0.61 9.37 psf 2E -1.07 -16.44 psf 2E -1.07 -16.44 psf 3E -0.53 -8.14 psf 3E -0.53 -8.14 psf 4E -0.43 -6.61 psf 4E -0.43 -6.61 psf Windward Parapets = 23.05 psf Leeward Parapets = -15.37 psf a = 23.60 ft. 2a= 47.20 ft. ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) 1 Figures, Tables & Equations Roof slope = 1.1935 degrees SHEET OF 5/24/07 LIB = 1.10 B/L = 0.91 hmr /B = 0.131 hmr /L = 0.119 10/27/2008 Copy of ASCE7-05WindMeth2.xls "' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 99136036 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 ft. 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 = 66.44 ft. 2a = 47.20 ft. a = 23.60 ft. Loads to MWFRS Local on on s Loads Walls C comers = 1E &4E 15.98psf Walls = 1 & 4 10.60 psf Windward roof = 2 -13.37 psf Leeward roof = 3 -8.45 psf Windward roof = 2E -19.21 psf Leeward roof = 3E -10.91 psf Walls parallel to the wind = 5 & 6 0.00 psf Windward Parapets = All 23.05 psf Leeward Parapets = All -15.37 psf ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Comer" design load MWFRS - Diaphpaam loading parallel to the ridge Corner load (up to) 47.2 ft. from corners = 600 pif USE Non -comer load (more than) 47.2 ft. from corners = 330 pit f USE MWFRS - Diaphpaam loadina perpendicular to the ridge Corner load (up to) 47.2 ft. from corners = 600 plf 4---- USE Non corner load (more than) 47.2 ft. from corners = 330 plf 4 USE MWFRS - Roof Uplifts Wall Design @ 25 sq.ft. trib. (Inward) = Wall Design @ 26 sq.ft. trib. (Outward) = Wall Design @ 26 sq.ft. Mb. (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) _ ALSO Roof uplift load up to 47.2 ft. from exterior walls = -19.3 psf 41-- USE Roof uplift load more than 47.2 ft. from exterior walls is -13.4 psf f- USE Components & Cladding Wall Design 1066 sq.ft. trib. (Inward) = 12.4 psf 4 USE Wail Design @ 1066 sq.ft. trib. (Outward) _ -13.8 psf USE Wall Design @ 1066 sq.ft. trib. (Outward at Corners) _ -13.8 psf 4--- USE 15.6 psf -17.0 psf -20.2 psf Parapet only Design at Corners = 24.9 psf Parapet only Design NOT at Corners = 24.9 psf Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to O. Check this load case as an Independent case and do not combine with the load case at the left. -11.1 psf -16.2 psf 4-- USE 4-- USE f- USE f-- USE 4---- USE �-- USE 4 USE 5/24/07 2 10/27/2008 Copy of ASCE7-0SWindMeth2.xls Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Component & Cladding (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4 INPUT from Sheet 1 HEIGHT OF PARAPET, hp = WIND VELOCITY, v = p = qp ( GCp13Cpi) (Eq. 6 - 24) • SITE EXPOSURE = • GCpi is not included as the parapet is assumed IMPORTANCE FACTOR, I = 1.15 to be nonporus TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = VELOCITY PRESSURE COEFF. Kz = '.8499 At top of parapet Roof Design height for (qh) = Parapet Design height for (qh) = Effective Wall Wind Area "A" = qp = qp = Components & Cladding Parapet Load Case A Total wind pressure at corners = Total wind pressure not at corners = Parapet Load Case B Total wind pressure at corners = Total wind pressure not at corners = Wall Design @ 1066 sq.ft. trib. (Inward) = Wall Design @ 1066 sq.ft. trib. (Outward) = Wall Design @ 1066 sq.ft. trib. (Outward at Corners) = ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE.N.E. (SUITE 205) 5/25/07 SEATTLE, WA. 98115 PROJECT NUMBER: 99136035 PROJECT NAME: Sisters of Providence LOCATION: Tukwila, WA INPUT from Sheet 2 1 1065.7 sq,ft. 1 ( = Positive pressure from Wall Figure 6-11A to the front of the parapet = Negative pressure from Roof Figure 6-11 B to D to the back of the parapet = Negative pressure from Wall Figure 6-11A to the front of the parapet Fig 6 -11A Positive Wall Pressure Zones 4 & OUTPUT 15.37 psf At top of parapet for Zones 4 & 5 15.37 psf At roof height for Zones 2 & 3 Location Gcp Gcpi • p Positive: Zones 4 & 5 per Fig 6-11 A Parapet 0.6300 0.00 9.68 psf Negative : Zone 5 per Fig 6-11A Parapet -0.7200 0.00 -11.06 psf Negative : Zone 4 per Fig 6-11A Parapet -0.7200 0.00 -11.06 psf Negative : Zone 3 per Fig 6-11 B,C or D Roof corners -0.9900 0.00 -15.21 psf Negative : Zone 2 per Fig 6-11 B,C or D Roof -0.9900 0.00 -15.21 psf p design 24.89 psf 24.89 psf 20.75 psf 20.75 psf 12.45 psf -13.83 psf -13.83 psf Parapet Load Case A Section 8.5.12.4.4 Fig. 8-118 to D Fig 6 -11A Negative Roof Negative Wall Pressure Pressure Zone 2 or 3 Zone 4 or 5 Back Front Use for Parapet Design Use for Wall Design Parapet Load Case B Section 6.5.12.4.4 Not At corners At corners GCp GCp 0.6300 0.6300 -0.9900 -0.9900 -0.7200 -0.7200 Fig 6 -11A Positive Wall Pressure Zones 4 & 6 Back 1027/2008 Copy of ASCE7- 05WindMeth2.xis Date and Time: )0`,2/4 - 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 sas 0• foc) 1.0 048.5 Map Value, Soil Factor of 1.0 2 00 MCE SPECTRUM x SOIL FACTORS Fa =1.00 Fv =1.52 -- t3.s "I Period SA 177 (sec) ( %g) 0.000 056.2 0.4FaSs C 2 0. `( (�) � 7)) CI `- 2 0.105 140.6 To C 13 _t ) I; 0.200 140.6 T =0.2, FaSs -75 0.524 140.6 Ts 0.600 122.8 7 D , 03 0.700 105.3 0.800 092.1 hSc6/ L 0.900 081.9 1.000 073.7 T =1.0, FvS1 (,• 5/ C ' zJ 1.100 067.0 1.200 061.4 7 Z. v L � 1.300 056.7 1.400 052.6 (6, }) r Z 06 6S (o. 2 1.500 049.1 1.600 046.0 31(.2.2. 1.700 _ 043.3 1.800 040.9 1.900 038.8 2.000 036.8 ) 2nd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 "� W.H.S REMARKS 2B1 W21 x44 16 < 2B2 W24x68 38 2B3 W27x84 40 2B4 W24x76 42 2B5 W30x99 36 ) 2B6 W27x84 50 2B7 W27x84 70 2B8 W24x76 58 2B9 W18x35 16 2B10 W27x84 16 2B11 W21 x50 16 2B12 W30x99 24 GR.50 446 /A ) - S/1/ C46 `7 NOTE: ALL OTHER BEAMS SHALL HAVE i"0 WHS @ 2' -0" IV IN. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 JOB No l 19, `� JOB NAME ( D ATE SUBJECT SHEET I/1 tOO'F BY / t II I /MI:o. l/J)Zi tike-ber, rro4 e7icthNtitc �P [20-01- I'y RAn11IJ y 1' O\ 9 f2 (ti n(l Ord) 1 N' r f R MM ll\v 4Mb W A - w4 (`2/1 10)61 (ii�7 RAT r-wtuar use I ( yr rt4 i ( k 61 40-- per, lv v if 005/1 - -2- S LL , 1 gen_Conc3NW 3155 1372 .15 .6 .145 .:2 qen - Conc4NW 3644 1584 .15 .6 .145 3 qen Conc3LW 2085 906 .15 .6 .11 ::• qen Conc4LW .. _.... . 2408 1047 15 A 5 • en Alum 10600 4077 .3 . 1.29 .173 9.: €t tt_$ el t0006 1.1154 . 3 . .... ... 65 . . . 7 RIGID 1e +7 0 0 0 Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AIM 99: LRFD Wood Code None Wood Temperature >:100F Concrete Code ACI 1999 . Company : Engineers Northwest Designer : Daniel M. Lake, PE, SE Job Number : 97034009 SABEY DATA CENTER Oct 27, 2008 1:03 PM Checked By: Joint Boundary Conditions Z [kfin] X Rot.[k- ft/rad] Y Rot.[k- ft/rad] Z Rot.[k -ft/rad Footin 1 N1 N2 Reaction Reaction Reaction Reaction Reaction Reaction l g Joint Label X [Win] Y [k/inj Hot Rolled Steel Design Parameters Label Shape Length... Lbyy[ftl Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm- yyCm -zz Cb swayz sway, I I � Lateral 1 M1 a beam 30 1 1 5 1 General Section Sets Material A [in21 Ivy [in4] Izz [in4] J [in4] gen Steel 1 1e +6 1 1e +8 1 1e +8 I 1e +6 1 I RIGID ype 1 None General Material Properties Global Label Shape Label T E [ksi G [ks Display Sections for Member Calcs Max internal Sectione for McMber'Ctdcs Include Shear Deformation inchule Warping Area Load Mesh (n ^2) MetgeTolerance (In) - 5 97 Yes Yes 144 0.50% -v: P -Delta Analysis Tolerance Nu Therm (\1 E5 F Dens itv[k/f' 3 RISA -3D Version 7.0.0 [C:\RISA\A BEAM.r3d] Page 1 1 N1 0 0 0 0 NZ 30 0 0 0 . Company : Engineers Northwest Designer : Daniel M. Lake, PE, SE Job Number : 97034009 - Global, Continued Number of Shear Regions Region Spacing: Increment (ttn) Biaxial Column Method 'Paine Beta Factor (PCA) Concrete Stress Block :Uso , Cracked :Sect[oes .. Bad Framing Warnings riused- Fordo. :W ings PCA Load Contour .65 Rectangular No Yes Joint Coordinates and Temperatures Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape T 1 M1 N1 N2 a beam Ype Beam Wide Flange A572Grad... Typical Basic Load Cases 1 dl .... SNQW. Wind ry None None . None -1 1 BLC Description Member Distributed Loads (BLC 1 : dl) Member Label Direction Start Magnitude(k/ft, ... End Magnitudefk/ft,d... Start Location[ft, %] End Locationfft, %] 1 i M1 Y -.933 -.933 0 0 Member Distributed Loads (BLC 2 : SNOW) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %] 1 M1 Y -1.167 -1.167 0 0 Joint Loads and Enforced Displacements Load Combinations Joint Label Catego RISA -3D Version 7.0.0 [C:\RISAW BEAM.r3d] SABEY DATA CENTER Y ft Tema fF Oct 27, 2008 1:03 PM Checked By: Detach From Diap... Design List Material Design Rules X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... L, D, M No Data to Print ... Direction Magnitude[k,k -ft in,rad k *s ^2/ft] Description Solve PDetta SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor • 3 4 ' snow 1 1 DL +LL Yes C 5 1 1 2 1 Page 2 1 1 M1 1 0 0 0 0 NC NC 2 N2 0 2 0 -1.139 0 0 316.084 NC 3 0 3 3 0 -1.599 0 0 225.21 NC 4 , 0 0 4 0 - 1.139_ 0 © 316.084 NC 5 - 26604 5 0 0 0 0 NC NC 1 1 M1 1 0 32.164 0 0 0 0 2 N2 0 2 fl 16.082 0 r 0 0 - 181192 3 0 3 3 0 0 0 0 0 - 241.227 4 , 0 0 4 0 - 16.082 4 0 t# - 180.92 . 5 - 26604 5 0 - 32.164 0 0 0 0 1 1 M1 1 0 4.448 0 0 0 0 0 N2 0 32.164 0 0 2.224 0 26:604 26.604 0 0 3 0 3 0 0 0 35.471 - 35.471 0 0 - 2.224 Q . 26,$Q4 - 26604 5 5 0 -4.448 0 0 0 0 0 1 1 N1 0 32.164 0 0 0 0 2 1 N2 0 32.164 0 0 0 0 3 1 Totals: 0 64.327 0 4 1 COO 00: X: 15 ... Y O Z: 0 • Company : Engineers Northwest Designer : Daniel M. Lake, PE, SE Job Number : 97034009 Member Section Deflections Member Section Forces Sec Member Section Stresses ksi] v to Bendin... v bot Bendin.. z to Bendin...z bot Bendin.. Member Point Loads Joint Reactions Member Label No Data to Print ... Member RISC ASD Steel Code Checks (By Combination) I 1 I 1 M1 W21 X44 ' .182 15 I .244 0 V 1.835 30 37.5 I 30 1 H1 -1 LC Member Shape C ax oc[ft] Shear UC Loc[ft] Dir Fa[ksi] Ftfksi] Fbyfksi] Fbz[ksi] Cb Cmy Cmz Eqn .6 1 1 X [k] RISA -3D Version 7.0.0 [C:\RISA\A BEAM.r3d] SABEY DATA CENTER Direction Y [k Z [k in z Shearfk Magnitude[k, k -ft] Oct 27, 2008 1:03 PM Checked By: x Rotatefrad] (n) Uv Ratio (n) Uz Ratio Tor auefk -ft ] v -v Momentfk -..z -z Moment[k -... MX f k -ft MY fk -ft Location[ft, %] MZ fk -ft Page 3 ] }:i!'i •i] }'/,• }]'(,.ii } } } }] }, vii•::: •]i] %/.'N %;.L'1. ^i]]^Yi }Nx4 }i }% ]] i' fiYiNlfiY; L:? iYt}S: SY2^:: lP]}%' iXIN )flFif!'i}x•}]}}]xhYx`]Y.LV�: NM ].1 "iY /fYN]}YYM.YF/!.•Y ]% t4S4: 4:' 1f1 .'f.::Yr%A]fHI+YfM,L�Y//.t if.'J.Vn1`i: %i }iNn�W]].Y/R]f+:4Yh YlN }X'/1.4;Mfi Rev. 580000 User. KW- 0808898, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software Description Design Input 4:f x'i:4:?!4::L!•ii:4 }]if.4xL Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location Dead Loads ( applied before 75% curing) Full Span Uniform Loads... #1 0.840k/ft \A \?.i:?.:??n }i},v,.:! X ?ni ?- : ? ? ? +.1/.- Yr.• i- }i}ti'if? ?.]h }::!'ri'/AY xi? ?fi}:4riCOC? ?+fK{: �Ni}]]' f.•%< LN /l1 /.U.r>>OG{•],U.i! %l.M%JCK•/ % M. M' �C 4) W6C' 1. 4] siCC4]}}}'!.' i%/+ C• isMkb}:• Y, C• i6' M�C•L? M:/.!• x^] GK• ff.-0 Y.+ J.?? bwN.!! x!+ ML-:% 1' x +F.4}''X?9i ?W.4rn' {dAY/ /N]YA'Af 4 Live Loads Full Span Uniform Loads... # Summary TYPICAL FLOOR JOIST ( applied after 75% curing) 1.167 k/ft j Using: W21X44, Span = 30.00ft, Slab Thickness = 6.500in, Deck Rib Ht= Stress Checks for Shored & Unshored Cases... © Bottom of Beam Unshored DL Stress Actual Shear Stress Unshored Stress Check.... (Mdl /Ss + MII /Strans) MII / Strans(top) Shear Studs & Shear Transfer W21X44 30.000 ft 9.330 ft 6.500 in 2.000 in 6.000 in 6.000 in Perpendicular Slab Both Sides Actual = Actual = Actual = Actual = Actual = 24,565.9 psi 14,626.3 psi 4,254.9 psi 28,603.1 psi 311.8 psi Alternate Unshored Stress Check : (Mdl + MII) / Ss Shored Concrete Stress Check....(Mdl + MII) / (Strans:top * n) Title : - Job # 97090.009 Dsgnr: DML Date: 1:13PM, 27 OCT 08 Description : Building remodel, existing t rehouse Scope : Composite Steel Beam Actual # Studs 0 per 1/2 beam span Stud Capacity 11.50 k Total req'd 1/2 Span 8 studs Vh 100% 338.00k Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 52.00 ksi fc 3,000.00 psi Concrete Density 145.00 pcf Stud Dianieter 0.750 in Stud Height 3.500 In Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads... # 1 Point Loads... #1 OK Shored & Unshored 2.00in, Rib Spac= 6.00in, Rib Width= 6.00in w/ Slab Both Allowable = Allowable = Allowable = Allowable = Allowable = 33, 931.7 548.1 Zone 1 from 0.000 ft to 5.000ft , Use 3 studs Zone 2 from 5.000 ft to 10.000 ft , Use 3 studs Zone 3 from 10.000 ft to 15.000 ft , Use 2 studs Zone 4 from 15.000 ft to 20.000 ft , Use 2 studs Zone 5 from 20.000 ft to 25.000 ft , Use 3 studs Zone 6 from 25.000 ft to 30.000 ft , Use 3 studs Vh : min Vh : Used k k 34,666.3 psi 34,666.3 psi 20,800.0 psi Page 1 hayward ca.ecw:Calculations OK OK OK 46,800.0 psi OK 1,350.0 psi OK 39,520.0 psi 1,350.0 psi ft ft q � rt x9G•: 1: it: 4: u^MCx!•}]Xtt1xS?4 }Yfa!•:4:u000': n�YA:cx <xvn N:L90C9�M.•:?9:9 Lx4x00Uq({ tt6> YiYJ PYr.• . v 04':4 9} 0O. lfi% trWf hXAC 4W ttOE00WiO4CCCK 4]W Ai 40WM00 .7.49AYMX Y.ViU/INWOWWN'xY/X 84.50 k 92.00 k Rev' 580000 Page 2 User KW- 0 P 608898, Ver 5.8.0, 1- Dec -2003 Composite Steel Beam (c)1983 -2003 ENERCALC Engineering Software hayward ca.ecw:Calculations rr, o:.:n:•i:x :.4,4.4,:rr :: o»::•>:: mr“4 :41rn:e:rrROrroxnrr47. 94:4,4:444,,,i47.44.m5444:4 47,44X.n4 Yam:»: ,nwmrn: m.4 A1 ,, Z 4,, Xearmna:zci 5 .... 444 V 4 ; 4, Description Load Combinations... Dead + Constuction Composite Max DL + LL Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left Shear @ Right TYPICAL FLOOR JOIST Deflections I : Transformed 3,051.42 in4 I : Effective 1,995 171n4 Shored Unshored Before 75 % Curing 0.278 in (after shores removed) 0.659 in Construction Loads Only 0.000 in 0.000 in After 75% Curing 0.367In 0.367In Total Uncured Deflection 0.278 in : L / 1293.3 0.659 in : L / 546.4 Composite Deflection 0.646 in : L / 557.2 1.026In : L / 350.8 Reactions Y,44,+ /CS Y/t/i� /.4Yf6Yb:Yn'N+N .n:1 VW.1 .:UH4546,445 4,447 4,44 .r 'l.Cb:6Y 5,4 5X# iMYbS+Y.f2 h+4,45, VAX IX• 1.: 6'..% L % 5 456 99.47 k -ft 99.47 k -ft 131.29 k -ft 230.75 k -ft 30.77 k 30.77 k Left 13.26 k 17.50 k 30.77 k Analysis Values $ v.404i} 4. 4.44. 6, 4V,.4 YIAV.•: U. vC[• yA6M .GYAMY.4iJU:.S.tlENANldatlEdl6hY 454 %.4 ./.4W i4:663',v4,40V,45 W44.4,4F F4449 4,44, 24.4 M' Yl44, 44, SYl/ b'.; S:YlAb1b;SYi`1M.4.46 %,,040M1.4450 Fb : Allow n : Strength n : Deflection Scope : 34.32 psi 9.29 9.19 CO Right 13.26 k 17.50 k 30.77 k Section Properties .::::...............................................................................................................................:. ............................... Section Name W21X44 Depth 20.660 in hoc : Steel Section 843.00 1n4 Width 6.500 In I transformed 3,045.351n4 Flange Thick 0.450 in Strans : top 543.94 in3 Web Thick 0.350 in Strans : bot 141.24 in3 Area 13.000 1n2 Strans : eff @ bot 112.72 in3 Weight 44.157 #/ft n *Strans : Ef @ top 2,998.61n3 I -steel 843.00 in4 X -X Axis from Bot 21.56 in S steel : top 81.61 in3 Vh @ 100% 338.00 k S steel : bottom 81.61 in3 Title : Job # 97090.009 Dsgnr: DML Date: 1:13PM, 27 OCT 08 Description : Building remodel, existing Effective Flange Width... Based on Beam Span Based on Beam Spacing Effective Width 7.500 ft 9.330 ft 7.500 ft ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT /'-(9. 3 3)(/00 +1Zf)( v s - 9 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 .i s1 O/K IJ 7 chA -(/\ 2_ 3 ` f DATE SHEET OF BY • Title : Job # 97090.009 Dsgnr: DML Date: 1:21 PM, 27 OCT 08 Description : Building remodel, existing Scope: Rev. 580000 Page 1 User: Kw- 0608898, Ver 5.8.0, 1-Dec-2003 Composite Steel Beam y (c)1983 -2003 ENERCALC Engineering Software hayward ca.ecw:Celculations Y^}}}}}:}::::• ii}}%:%;%' i% :'v }f.! ^i:ti %fl /.':S }i.4}} % /:?•: • F%ri K'f »:.;. }}G'F.O %FW..!Vi ? %}Y.•. ii'!iC}NJ}Y.?•}i% YfFfiYllf.Hi}Y! %} N. f/v %N: F!!v }YNi. :??. :.,x' !i• %YM:•YN lF. 9% Yl.! M.% 00% iYly: J}:: J}%}}} Y: v:l/lfi4} %• }!f/ff.•i0:^.i!? ? ?VN }'n P. Description Design Input Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location TYPICAL FLOOR GIRDER W24X76 30.000 ft 9.330 ft 6.500 in 2.000 in 6.000 in 6.000 in Perpendicular Slab Both Sides Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc Concrete Density Stud Diameter Stud Height 52.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Dead Loads (applied before 75% curing) Full Span Uniform Loads... # 1 k/ft # 2 k/ft !'f /ff.!K!•it!!!!!:!•f.'i !4%!! FC!!!tiivf.4 } %F,!v W, X%• iSW ..!!pi:tif /v%vFiU•%f.4%N /Ffli:K .X•f/A!!'ifY.lti:%ll.1AW WIN.'v:11+%/ i: !!•:Wi% v:WIA:%/.•!. N:K: i/v %iLU.Uf /f/ff.!!4i} }f // fit 'N:K %A:!K'if /v.' %v%Ff1fF:NlNff f %! /fffflf /11fF Live Loads (applied after 75% curing) Full Span Uniform Loads... #1 #2 k/ft k/ft Shear Studs & Shear Transfer Point Loads... # 1 28.000 k # 2 28.000 k Point Loads... #1 #2 Actual # Studs 0 per 1/2 beam span Stud Capacity 11.50 k Total req'd 1/2 Span 20 studs Vh 100% 516.38k Zone 1 from 0.000 ft to 6.200ft , Use 7 studs Zone 2 from 6.200 ft to 12.400ft , Use 7 studs Zone 3 from 12.400 ft to 18.600ft , Use 6 studs Zone 4 from 18.600 ft to 22.400ft , Use 6 studs Zone 5 from 22.400 ft to 26.200ft , Use 7 studs Zone 6 from 26.200 ft to 30.000ft , Use 7 studs 35.000 k 35.000 k Vh : min Vh : Used 9.330ft 18.670ft 9.330 ft 18.670 ft Using: W24X76, Span = 30.00ft, Slab Thickness = 6.5001n, Deck Rib Ht= Stress Checks for Shored & Unshored Cases... Bottom of Beam Unshored DL Stress Actual Shear Stress Unshored Stress Check.... (MdI /Ss + MII /Strans) MII / Strans(top) Actual = Actual = Actual = Actual = Actual = 34,144.0 psi 20,778.0 psi 6,493.4 psi 39,519.9 psi 611.1 psi Alternate Unshored Stress Check : (Mdl + MII) / Ss Shored Concrete Stress Check....(Mdl + MII) / ( Strans:top * n) OK Shored & Unshored 2.00in, Rib Spac= 6.00in, Rib Width= 6.00In w/ Slab Both Allowable = Allowable = Allowable = 34,666.3 psi 34,666.3 psi 20,800.0 psi OK OK OK Allowable = 46,800.0 psi OK Allowable = 1,350.0 psi OK 46,061.5 39,520.0 psi 1,113.4 1,350.0 psi : r:: a:: m: nxnr... YnY;.: ox! or;:. r•.r�:;ar:o:- >nx,•nr.r.'.sws:r� �wmvm+ uti.. x+,! ao"; �xodl;: ay..:!u.%:/r.,>rxxm/nws?rao-vlav rancorwsn: rano-xmavfyaas} rda:>;+, oroawuau:. awaa.; avr: vaa.: aysa+ v ;;ac»xaxxx!w.•,ucwwsw.aaaaax'uw ?nv;;rnA 220.97 k 230.00 k Rev. 580000 User. KW-0808898, Ver5.8.0, 1-Dec-2003 (c 1983 -2003 ENERCALC Engineering Software Composite Steel Beam Page 2 hayward ca.ecw:Calculations an.•. :.. .. ».. w.on.•...:r: max Description Deflections Reactions I : Transformed Load Combinations... Dead + Constuction Composite Max DL + LL Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left Shear @ Right Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I -steel S steel : top S steel : bottom TYPICAL FLOOR GIRDER Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection W24X76 23.920 in 8.990 In 0.680 in 0.440 in 22.400 in2 76.086 #/ft 2,100.00 in4 175.59 in3 175.59 in3 6,076.89 in4 I : Effective 4,754.15n4 Shored Unshored 0.351 In (after shores removed) 0.796 in 0.000 in 0.000 in 0.427 In 0.427 in 0.351 in : L / 1024.2 0.796 in : L / 452.4 0.778 in : L / 462.4 1.223 in : L / 294.5 ��} vl.': ll.•::+ .1}:.k.:'.6Y.�W'i:SSSY:WSGY:CG% . I.. YF.%.' I. 5}}: LdG: L3: t650.42L„ Mf4�.. v. dt• ).16}'llh�S'M^f/bSGi.'..b} S:R6:}:dLt�}:Y:FSXLAiY 3 } }'F.Cd:NU.SLHA}bW...}.'� S;C.:a!L Yl 8�6�4Y.±"Mv.'/AYb:Y.•3G'.. �w :GViW:J ?LS'+::d�:.Sv�Yfi✓SYiY� :(d'.G Left 31.01 k 37.33 k 68.34 k Analysis Values 1.Y.4}':I�:CAYAYLOCd AY.@.fH.Yi}}YNY /IN iMJh }YMY.NIw.L!JNJWAJ6]'.�CLRrlf V?• 16':. b} JSY/ N. 8r 2' Ml.. YN/{{!. p} WbriK1l F. 8Y. fJ03: N/. d} b->. Yfi61 'wV,Lb�dAC�ttOHY/+W'Ay100:✓�YA. I�f�"IGV.YY/..:dff! 2 304.03 k -ft 304.03 k -ft 369.95 k -ft 673.98 k -ft 88.34 k 59.94 k Fb : Allow n : Strength n : Deflection Title : Job # 97090.009 Dsgnr: DML Date: 1:21 PM, 27 OCT 08 Description : Building remodel, existing ' • Scope : 34.32 psi 9.29 9.19 Right 27.27 k 32.67 k 59.94 k hoc : Steel Section 2,100.00 in4 I transformed 6,061.871n4 Strans : top 782.02 in3 Strans : bot 267.41 in3 Strans : eff bot 236.87 in3 n`Strans : Ef © top 5,390.5 in3 X -X Axis from Bot 22.67 in Vh (a 100% 516.38 k Effective Flange Width... Based on Beam Span 7.500 ft Based on Beam Spacing 9.330 ft Effective Width 7.500 ft ACTIVITY NUMBER: D08 -480 DATE: 03 -26 -09 PROJECT NAME: KING COUNTY DATA CENTER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # X Revision # 'I After Permit Issued Response to Incomplete Letter # DEPART n NTS• Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 OPENT PLAN REVIEW /ROUTING SLIP n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route I I Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 03-31 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04 -28-09 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: �i /k B�1din • 'vision Public Works Complete TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: 4' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -480 DATE: 10 -29 -08 PROJECT NAME: KING COUNTY DATA CENTER. SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) IV Incomplete ❑ Comments: Permit Center Use'Only. ... ' m ;. w ,; �.... • r •• :: ; INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 A Fire Prevention i . �� Planning Division Permit Coordinator DUE DATE: 10 -30 -08 Not Applicable No further Review Required DATE: DATE: DUE DATE: 11 -27 -08 Not Approved (attach comments) ❑ Perniit.Center.UseOnly . r..: it ,'I, CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 - 1 I.Ae._ 3,1 U Summary of Revision: Lc 4-o--- ' V-a ; Ns : 4. ft t(64 i (? - i IS Received by: .;c>st■ ,I REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: ■ C &WA a@l C €Ave- PERMIT NO: �d B - L( g SITE ADDRESS: ,3& S [ A) ORIGINAL ISSUE DATE: It-VI ' REVISION LOG (please print) (please print) (please print) lease print) 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 ,t -.•`2� 3 ' r �.N� 7 t y ., y .o F 5.7 Re` i' e•gtra 2 !t 9 • apt. rHa d.;t Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 / z-to I eq Plan Check/Permit Number: n ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # after Permit is Issued EY Revision requested by a City Building Inspector or Plans Examiner Project Name: K,�►� 4 DAZ ( ,,Tz • • Project Address: 33 g s 120 91 At • A ,.JA °L$lloQ Contact Person: )nso 1n■,K0,.( Phone Number: (2o(.) Summary of Revision: , 0,, iv \applicationslforms- applications on linelrevision submittal Created: 8 -13 -2004 1 -a� Mot+. � n ,.SG DGra, Sheet Number(s): 5/3.i "Cloud" or highlight all areas of revision including date of r v on Received at the City of Tukwila Permit Center by: [Entered in Permits Plus on 3-) (0 12 1 .cu Steven M. Mullet, Mayor Steve Lancaster, Director t r , t 7r RECEIVED CirrOF TUKWILA MAR 2 6 2009 PERMIT CENTER Name Role Effective Date Expiration Date SABEY, DAVID A Cancel Date 01/01/1980 Bond Amount POOLE, LAURENT D 5 01/01/1980 52BSBCQ3983 HARMON, JAMES N Until 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORD INSURANCE CO 52BSBCQ3983 12/31 /2004 Until $12,000.00 12/20/2004 4 TRAVELERS CAS I't SURETY CO 81S103354851BCM 12/31/2001 Until Cancelled $12,000.00 12/24/2001 3 TRAVELERS CAS £t SURETY CO OF A 81S103354851BCM 12/31/200012/31 /2001 $6,000.00 12/14/2000 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. 4TH FLOOR City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INTL BLVD SEATTLE WA 981685121 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601532164 ACTIVE SABEYCI033KM CONSTRUCTION CONTRACTOR 5/14/1997 1/6/2009 DASCOC *066KD SABEYC *953RE GENERAL UNUSED Business Owner Information • • Bond Information Page 1 of 3 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= SABEYCI033KM 11/19/2008 SAE3Eil IDAT CENTER PHASE 5201 KING COUNTY PERMIT DOCUMENTS King County Data Center SDC52-01 3355 South 120th Place Tukwila, WA 98168 Project Number: 207311.20 PERMIT DOCUMENTS October 27, 2008 oi Wovk \i\ilthout pr\ol applob,......-ri4‘so.:\oc)_____.....\ 140 changes sha 'oe roade ro,..................,.... IBE\ 1 \ S\ VAS I' ukwila i3o\16vog OWis\ n . o 1401t.:ReNi6ons 0 cecOte a ON Oaf\ skAPV:3\ --- --- - °6\16°cNa\ PVcf------ve'll'ell,'.‘Pc'—:s I SEPARATE PERMIT r REQUIRED FOR: f i igtlechanical AvIectrical aviumbing 1.1 Gas Piping City of Tukwila BUILDING DIVISION Pr revisw approval 13 subject to error and orrftsiono. i,ppro.ia! of construction document3 darn not authorize the violation ol any adopt. or oiy a co. Rcr: 01 pproved Field Copy d conditio ooticcigizA: City ol Lthwita BUILDING DrWSION I: \projects\sabey\sdc521\caddsdc521 \sheets\24x36_cover.sht Rt-VILVNIU FOR CODE COMPLIANCE APPROVED NOV 1 4 2 8 Of Tukwila DIVISION _ CALLISON 1)08-L180 10/27/2008 3:37:20 PM ECvEr OCT 2 9 2008 PERMIT CENTER COPYRIGHT © 2008 CALLISON GENERAL DRAWING SYMBOLS BUILDING SECTION INDICATOR XX A -XXX ENLARGED DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE INDICATOR 1 EXISTING COLUMN GRIDLINE INDICATOR DATUM INDICATOR OR WORK POINT ROOM NAME I 2022 ROOM INDICATOR 0228 (DOOR) OPENING INDICATOR WINDOW INDICATOR xxlxxjxx WALL TYPE INDICATOR KEYNOTE PLAN SYMBOLS Q MOUNTED TO WALL FIRE EXTINGUISHERS WITH BRACKET !1_! MATCH LINE XX /A -XXX IN WALL- MOUNTED CABINET WALL SECTION INDICATOR XX A -XXX SECTION DETAIL INDICATOR INTERIOR ELEVATION INDICATOR DRAWING REVISION INDICATOR / EL XXX.XX X <EIXXXXX> <xIXXXXX> < <GIXXXXX NEW COLUMN GRIDLINE INDICATOR SPOT ELEVATION INDICATOR MISCELLANEOUS INDICATORS (FIXXXXXXX) FINISH INDICATOR (X)(' -XX" AFF) CEILING HEIGHT INDICATOR XX' -XX" AFF HEIGHT CEILING HEIGHT /MATERIAL /FINISH INDICATOR MIN M N W W ■ ■N. ■•U ■■ • • • • • PARTITIONS EXISTING TO REMAIN (SHOWN SHADED) NEW TYPE OF WORK EXISTING TO BE DEMOLISHED (SHOWN DASHED) EL XXX' -XX" EQUIPMENT INDICATOR FIXTURE INDICATOR FURNITURE INDICATOR GRAPHIC /SIGNAGE INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) i f L - RCP SYMBOLS CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT CEILING - MOUNTED 2'X4' FLUORESCENT LIGHT CEILING - MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING - MOUNTED STRIP FLUORESCENT LIGHT LL (EXPOSED) CEILING - MOUNTED r — — — — 7 STRIP FLUORESCENT LIGHT — r I WALL- MOUNTED STRIP FLUORESCENT LIGHT 0 a STANDARD LIGHT FIXTURES DOWNLIGHT ACCENT DOWNLIGHT WALL - WASHER DOWNLIGHT SCONCE -TYPE (WALL- MOUNTED) LIGHT CEILING - MOUNTED EXIT LIGHT WALL- MOUNTED EXIT LIGHT CEILING - MOUNTED HVAC ITEMS x CEILING - MOUNTED SPEAKER HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS /EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING - MOUNTED ACCESS PANEL CEILING - MOUNTED FIRE SPRINKLER ABBREVIATIONS AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP 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 FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HC HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT 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 CENTER CUBIC DEEP, DEPTH 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 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, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) 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 AND R CONDITIONING D NCL NFO NSUL NT WD JAN JT KIT L LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF 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 NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE 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 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 THICK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING W WEST, WIDE W/ WITH W/0 WITHOUT WC WATER CLOSET, WALLCOVERING WD WOOD WH WALL HYDRANT WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC XFMR TRANSFORMER YD YARD PROJECT DIRECTORY OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL 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. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 SCOPE OF WORK BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 SEISMIC DESIGN CATEGORY D APPLICABLE CODES: BUILDING CODE: ENERGY: MECHANICAL: FIRE: PLUMBING: ELECTRICAL: FUEL GAS: ACCESSIBILITY: OTHER: GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. MECH. ELEC. TENANT IMPROVEMENT CONSISTING OF 7500 SF DATA CENTER ON FLOOR 2. INSTALLATION OF ELECTRICAL AND HVAC SUPPORT EQUIPMENT. BUILDING CODE CRITERIA CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 1A, FULLY SPRINKLERED OCCUPANCIES: B (BUSINESS) - 1ST FLOOR UPS RM B (BUSINESS) - 3RD FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR 2006 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION 2006 INTERNATIONAL MECHANICAL CODE W/ 2006 WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS 2005 NATIONAL ELECTRICAL CODE WAC 296 -468 ELECTRICAL SAFETY STANDARDS 2006 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC /ANSI 117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS 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 SO 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. 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 DRAWING INDEX ARCHITECTURAL 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. in A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 SECOND FLOOR LIFE SAFETY PLAN A -003 SPECIFICATIONS A -004 SPECIFICATIONS A -005 PARTIAL SECOND FLOOR DEMOLITION PLAN A -100 SECOND FLOOR PLANS A -101 SECOND FLOOR CABLE TRAY PLAN CEILING PLAN A -300 SECTIONS A -301 ELEVATIONS AND SECTIONS A -500 EXTERIOR ELEVATIONS A -700 ENLARGED PLAN AND ELEVATIONS A -800 DOOR & FINISH SCHEDULES & DETAILS A -801 DETAILS A -802 DETAILS S1.1 GENERAL NOTES AND SECTIONS S1.2 SECOND FLOOR FRAMING PLAN '94 ■3 AM, 1) LEGAL DESCRIPTION PARCEL 4: 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. VICINITY MAP 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS 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). Dos - 8a j:\ projects \sabey \sdc521 \caddsdc521 \sheets \sdc521 a- OOO.shfr/27/2008 3:37:16 PM RcCEIVED OCT 2 9 2003 PERMIT CENTER •I Q' 0 N J J U E0 o N N A -000 0 0 L 0 L E 0 U N q) 0 0 N N (p CO CO a o N N H I 0 I` co a 0) ISSUED / REVISED DATE 10/15/08 PERMIT SET 10/27/08 GENERAL INFORMATION' SHEET 0 N 0 -n C 2 HR AREA SEPARATION WALL 2 HR AREA SEPARATION WALL 30' YARD 2 HR AREA SEPARATION WALL SEPARATION WALL 2 HR AREA 389083 S. F. 2 HR AREA SEPARATION WALL 28,627 S.F. 30' RECORDED NON BUILD EASEMENT 2 HR AREA 0 W s.. 10,370.6 sq.ft. 0.23808 acres cf) z 0 TRANSFORMER PAD 11.1111111111 g i 01 SITE PLAN <Th CC Q Q z w Cr o CC CC = w Z w Co o PROJECT LOCATION J z H- Q Q a_ w Cf) bo&Hso 10 Ktt avv t.O t-OR CODE COMPLIANCE APPROVED NOV 1 4 2008 Ci y Of Tukwila DIVISION_ j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521_a- 001.sht0/27/2008 3:37:10 PM COPYRIGHT 2008 CALLISON RECD I D OCT 2 g 2008 PERMIT CENTER SITE PLAN A -001 a m O c' E O O O (3 ) ti a) O U o 1 co a) • O N N LL - co O _a N N �p CO O 0 i - «� O O N n (a (NI N N O ) ▪ LL E z Z C) O c ti) y o J J = J J (0 Q Q o U V � CO ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 0 c) N- O CV I— U 0 w c M N M s M C) co EXIT 28' -7" 27' -4 1/2' 27'-4 1/2" UNOCCUPIED SPACE EXIST. ELEC. CLOSET I B 4857 49 1 100 1 EXIST. DATA CENTER tit; Vatlim UNOCCUPIED SPACE 27' -9 1/2" 27' -9" 1/16 " -1' EXIST. SHEAR WALL EXIT PATHWAY BARRIER UNOCCUPIED SPACE 27'-9 1/2" 26'-2" E EXIST. CONDUIT CHASE { I EXIT PATHWAY BARRIER — ' E a E EXIST. OFFICE SECOND FLOOR LIFE SAFETY PLAN B 5465 55 1 100 1 B 1434 15 1 100 . AREA DIAG. DIST. 103' • MIN. EXIT SEPARATION 35' \ ACTUAL SEPARATION 75' 26' -2 1/2" I 26' -2" I I UNOCCUPIED SPACE CPT —;90'D TO E a1 ' FIBER RISER — ▪ (EXIST.) 490' -3 1/2" 1:< AaP LIMIT OF NEW WORK THIS PERMIT ▪ CPT = 47' A —> B ' TOTAL DISTANCE TRAVELLED 130' A - - >C ■ CPT = 90' D —> E : TOTAL DISTANCE TRAVELLED 278' D - ->C EXIT 99 b O89 30 FIRE /LIFE SAFETY LEGEND 3962 14 1 300 1 '; CPT=125' COMMON PATH OF TRAVEL _ r - - - + (WITH DISTANCE INDICATED) If ATO B 4C PATH OF EGRESS TRAVEL TD =180" + TRAVEL DISTANCE AC (WITH DISTANCE INDICATED) A TO C 4 4E_______ OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS '; CPT =90' COMMON PATH OF TRAVEL r "F' (WITH DISTANCE INDICATED) ATO D TD TRAVEL DISTANCE (WITH DISTANCE INDICATED) D TO C 2 FE OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF EXITS AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN 10 BtkVitbVkU F Ofz CODE COMPLIANCE APPROVED NOV 1 2000 City Of . — Tukwila fLDING DMSION KEY PLAN SECOND FLOOR 1:\ projects\ sabey\ sdc521\ caddsdc521\ sheefs \sdc521_a- 002.sht0/27/2008 3:37:06 PM COPYRIGHT (2) 2008 CALLISON RECcIVE,1 OCT 2 9 2000 cTEA 0 m A -002 SECOND FLOOR LIFE SAFETY PLAN U co C4 I Lo co H co) 0 o 1 0 r` O) CO o) r- co ca N N 0 CO 0 o N N I U- ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 0 c) r- 0 I- U w 0 0 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 ol 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 fully 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 op.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 2. T rimer over substrates as recommended by the manufacturer. olerances: Flat to within 1/4" in 10 feet (FF25, FL20 over test area; FF20, FL17 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 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. 3 " 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. x 8 Gage 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 (;ustom grade standards. C. Referenced Standards 1. Architectural Woodwork Institute (AWI): Architectural 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 LD -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 400; 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. g. Backs of Doors and Drawers: Prefinished board. h. 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 4-00; "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 gqrain. 3. Transparent Finish Coating: Transparent Finish Coating: AWI Premium grade (waterborne conversion varnish); satin sheen; spray application. K.Standingg and Running Trim Installation: 1. Jointing: Make ali 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. Fastening: a. 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 nstitute (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. b O8M 8d 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 "t" 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, _provide systems similar to the following: 1. Series 487 FAS/rak/ /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. Reg 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 rovide doors which conform to the following: 1. AWI Section 13010, 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; 12/ 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 -S -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. j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521_a- 003.sht0/27/2008 3:37:00 PM COPYRIGHT (J 2008 CALLISON KO �PLIAN�� CODE OO APPROVED NOV 14 2008 City Of Tukwila B ..DING DIVISION REC ED OCT 2 O 2008 PERMIT CENTER W I- Z W V I- a I- Z 0 V CD Z 0 N J J U 0 N N 0 Z O c N o ca U SPECIFICATIONS A -003 0 0 LL r L 0 LL N- N I cc (0 0 rn a) 0 0 ti co cc N CO 0 N i- 10 0) rn N 00 N 0 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 1 0/27/08 E 0 U a) m U) LL S 0 N M 0 N I- U 0 w o_ 08710 DOOR HARDWARE A. Code Requirements: 1. Al 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 is located. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and which complies with the requirements of 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 180% 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 lbs 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 A. Door Installation: 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. Materials: 1. Clear Glass: ASTM C1036 Type I, class 1 clear quality q3 lazin select. 2. Wire Glass: ASTM C1036; Type II, class 1(clear), t 1, Quality q8� Mesh m2 Square, olished, 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 g ass in accordance with ANSI 297.1. 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 equirements. 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; 1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall have been tested in accordance with ASTM 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 - 7800). 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: a. Secure floor runners with fasteners at maximum 24 inches o.c. At concrete floors, 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 c. I partition. nstall fire rated partition head systems in accordance with the UL assemblies indicated on the Drawings tp 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, for the support 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 surfgces 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 to reflected ceiling plans. 3. Hang sys - tem 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 hannels 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 Underlayment: 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 Floorin 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): 1. Install tiles in pattern as indicated on the Drawings. When not indicated, install with minimum tile width 1/2 full size at room or area perireter, 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 minimum 173 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. 2. Heat weld seams in accordance with the manufacturer's printed instructions. Use welding rod in 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 transition around corner, with toe in uniform contact with the finish flooring. 6. Remove excess adhesive from surfaces without damage. 09680 CARPET 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. 3. Accessories: 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 Underlayment: 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 indicated provide double stick glue application. 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. Carpet Tile Installaticn (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. Layout 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. 25Z 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. 09720 WALLCOVERINGS (NOT USED) 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. Pre oration: 1. H'emove electrical outlet and switch plates, mechanical diffusers, escutcheons, registers, surface 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 lo 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 10 A. Submittals: Submit 8 x 10 inch samples of each paint color and sheen proposed for the work. B. Materials: The products and colors are specified as the standard of quality. Equal "first quality" 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 late>c 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-applied, or spray applied and backrolled pt 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: 1 coat 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- rimed 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 - glass, 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. DVISION 10 SPECIALTIES 10605 WIRE MESH PARTITIONS 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 -1/4" 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. 104400 FIRE PROTECTION SPECIALTIES 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. fiaiStAditirtill 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. 16240 SPILL CONTAINMENT (NOT USED) 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. 3. Containment Liner: 80 -mil thick acid resistant liner with factory formed corners. 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. B. Installation. 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. UOBH8O KtVlONIt LIP►�IC>Ir. CODE COMPLIANCE APPROV ED 1\10\1 14 2008 City Of Tukwila RECEIVED IOU 2 9 2008 PERMIT CENTER j:\ projects \sabey \sdc \caddsdc521l sheets \sdc521_a- 004.shf0727/2008 3:36:53 PM COPYRIGHT(9) 2008 CALLISO es }. 11- z 0 z 0 N J J U z 0 IH (e 0 0 V W (0 0 N 0 0 U- 0 Li. 0 0 I~ 03 (.o 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 SPECIFICATIONS A -004 U) rn 0) N co N 0 0 N 0 N NOTES ON DEMOLITION 1 FO LOUVERLVERIFY SIZE IDING AND LOCATION WITH M.E. PRIOR TO START. O FOR LVERIFYAEXACTTS METAL SIDIN LOCATION WITH M.E. PRIOR TO START. n INFILL FLOOR OPENING PER STRUCTURAL. REMOVE EXISTING HANDRAIL. PARTIAL SECOND FLOOR DENOLITION PLAN 1/8 '-1' to B..11 80 Rev ioNtu CODE COMPLIMCE APPRO 10 1 2000 City Of Tukwila BUI-9 .� N0 1V1IJ.( N j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521_a- 005.sh10/27/2008 3:36:45 PM COPYRIGHT (2) 2008 CALLISON RECEIVED OCT 292008 PERMIT CENTEP E Z Z 0 0 c N U9 O .1 J - J ca et U A -005 L V.� p E m o0 C) a - N C) O Q OD O) > c`; N ai - LL o ANN Ry p s-+r p p N N N O 4) LL O) F- LL. ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 PARTIAL SECOND FLOOR DEMOLITION PLAN O N Co 0 N 0 I— U W 0 " • • 1 C 1 3 1 71_511 - P'19 (TYP. OF ALL) COLUMNS FIR'D OUT TO 2-0" X 2'-0" (TYP. OF ALL) DATA CENTER OFFICE 10'-0" mirrrirrori A-801 (TYP. OF ALL) PRINT 1-1E6" N) PARTIAL SECOND FLOOR FLOOR PLAN 1/8'4 1"=.1'5f.f.- I 16 I t FIBER CLOSETI! 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COMPLIOCE APPROVE W3 2.0 Ckty Ot Tukwila DV51-0 pprojects\sabey\sdc521\caddsdc521\sheets\sdc521a-100.sh1072772008 3:36:42 PM COPYRIGHT 2008 CALLISON RECEIVED OCT 2 9 AKM PERMIT CENTER (13 A-100 ISSUED / REVISED DATE 80% DD 1 0/1 5/08 PERMIT SET 10/27/08 Q C\1 CY) N- C\1 I— w 0 0 * Et PARTIAL SECOND FLOOR FLOOR PLAN EQUIPMENT PLAN ��;�. �u�•a,�,a�. aa�.ua �.��aaav, vvvaa .. � I .w.,. �,..c��.w. .aa ,,.. ... 1 I 1 I f I I I 1 1 I , I 1 I I I I - - - - - - - - - - - - � � I I ;_ _,�,�,."° ! ..,....��aa y...,...,..... ........�..aw.�...,.........y . W.. �. ee.. �. w........., �. �a .�,..._...w....�.- m,,...�...W. .�,�.wwaw.a..�.. 1 I � I � NOTES: ACT @ 10' -0" IN COLO WITH SEISMIC JOINT ACT IN REMAINING AREAS (PRINT, BUILD CENTER, OFFICE AND VESTIBULE @ O I I I - - - - - - - - — I I ROOM, == ..=,----- .»�..Wy ..,�„�.�.s.�..... ..:......w.Y . ,. ....w TBD BY INSTALLER. COMMAND i°°' I I. Ic , i C'' I I I 1 I I I .z.,..,..,.. 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'D:i_ 15: RECEIVED - D OCT 2 9 2008 PERMIT CENTER • Z 0 1 Ili 0 0 v 4 00 0 U V) W OC F- z 0 m (o 0 a) c '- O O U_ 0 N N ' O , 0 0 co 10 0) 0 ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 PARTIAL SECOND FLOOR CABLE TRAY PLAN REFLECTED CEILING PLAN A -101 0 0 > .- (N a) OD 00 n N N (p CO CO , 0 0 N N F- U 0 N on N- o N 1— U w ct 0 w 1 \Il �Ptj ( 1 -4" (s) PARTIAL SECOND FLOOR REFLECTED CEILING PLAN FUTURE CABLE TRAY FUTURE CABLE CABLE TRAY 4" X 24" CABLE TRAY 4" X 24" CABLE TRAY 4" X 12" CABLE TRAY 4" X 24" COMMAND CENTER STORAGE BUILD ROOM EOM rayAl IWYA .1 En CABLI TRAY 4" X 24" 12' -10" r r r r .1 • r r.ri ii 15'-5" CABLE TRAY 4" X 36" WI 1 w s - A1!� ' n O / //c SKIP MINA ma' MK 1 %rI 1 1 FIRM ,' • ►I , I WWII , ►.ii, t �� Pmt 1 `.. 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'D:i_ 15: RECEIVED - D OCT 2 9 2008 PERMIT CENTER • Z 0 1 Ili 0 0 v 4 00 0 U V) W OC F- z 0 m (o 0 a) c '- O O U_ 0 N N ' O , 0 0 co 10 0) 0 ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 PARTIAL SECOND FLOOR CABLE TRAY PLAN REFLECTED CEILING PLAN A -101 0 0 > .- (N a) OD 00 n N N (p CO CO , 0 0 N N F- U 0 N on N- o N 1— U w ct 0 ACT (10' -0" AFF) 4" x 24" BASKET TRAY (TYP.) 11 I I 1\I I I 1 00 11' -2" ■ CAL -WIRE SECURITY ENCLOSURE (FULL HEIGHT) I I I I 1 I 1' -11" 1/4 " -1' 1/4 " -1' FRONT 0 0 0 0 I 1 I CHIMNEY (TYP.) 4" x 24" BASKET TRAY PARTIAL COLO SECTION WEST PARTIAL COLO SECTION SOUTH STARLINE (TYP.) FIBER TROUGH (TYP.) I I I .......r4.. ......,....11...111111. .........l I.11111111..I1 111111.111111111111 •••111111•111111111• 1•1111111=111•5 ........m.I.11111111..U M•111111•11111111•• 1111111•••••• U .1111111111....- ,r •••••••••11 I 1111•••••11.11••••••■■■1 •. ■1 1111 ■ ■. INIIIM11. ■ ■I....0 .11111111.. 1101.1111111111...11, . . . .1111111111. . . . .111111. .11 . . 1111.1111 . . 1111 . . 1111 . . 1111 . 11..•.111111111111...11111111. ...... 1111 111111....1111111111...1111 ................... ..... .............. .•...........•••••• 1111......11 111111......11 .•••■••... ................... •••••...••••••••••• .•••••••..••••••••• ....11111111......111111.. 11111111..11.111111111111...1111 ..•••••11.•.•••••..11 N X FRONT j: projec s sa.ey s a. 'sec s ee s s.c b o8i 8o ttIr.v LON tp CODE COMPLIANCE Ni APPROVED No v 14 2 i City Of Tukwila CN BUILDING DIVISION OCT 2 9 2008 PERMIT CENTER I.; : .: -r • ••• • 49 .1: 1 SECTIONS A -300 m g — E o• m o 0 0 10 W = L 0) r -0) ° o < °° (3) . o �� ). H N N N 03 w — _ _ oo `� CO ° - 0 0 N m (13 N N i_. a (N O a) ) - LL U) H- LL : ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 -r , n q l U _ - I Cg A7 2" X 2" X 14 GA. NOTE: TRANSOM PANEL (WHEN OCCURS) NOT SHOWN FOR CLARITY ! C7 C5 A 301 A 301 A 301 Ag WALL POST (WP) W/ CONNECTING SWING GATE GATE HINGES (AS SHOWN) i[V11i liV 1 1 Ij 111 . SWING GATE GATE STOP (ABOVE & BELOW) ( I •� PADLOCK HASP AL W POST (WP) W/ PADLOCK HASP RECEIVER PADLOCK HASP RECEIVER 11�' t 1 1 1 I 1 j a TUBE POST T EK SCREW TEK SCREW © 30" O.C. A -301 `_`_` GATE FRAME `' . Ili OIIODIIH�OIIOIIIIDOOI► SWING GATE 41111100011110010011 MORTISE LOCK �� j / \\\ ` ` _`_`, 0 WELDED WIRE PANEL 1/4 " =x 1 "TEK SCREW (INSIDE VIEW) (PANEL TO TUBE POST) MESH PANEL FRAME A -301 k301 EMI T IN 14 GA. 2 "x2" TUBE STEEL POST 4 (LINER POST SHOWN) �� . . , ' 1'V LOCK RECEIVER ► �� 11: ...,„,. S SLIDE LOCK JAMB 11 — A 301 @ 01 P RAWL ANCHORS Ai * 0 CORNER POST (CP) (2 PER TUBE POST) WALL POST (WP) TUBE POST CLARIFICATION LINER POST (LP) PANEL TAB FLOOR CONNECTION (INSIDE TUBE POST CLARIFICATION VIEW) 7 3 I-11 3 " -1' O 1 WELDED WIRE SECTION AND DETAILS EVERY WELDED WIRE MESH 4TH 1/4" H.H.M.B. W /NUT @ 30" O.C. EVERY NTS 2" X 1" CAPPING TUBE g ° X 1 " TEK SCREW PANEL HEIGHT A — — — TYP. 1g" X 1g" X d" ANGLE FRAMES TYP. -- ` >u- 6TH WIRE MESH PANEL FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE 1 1 CONTINUOUS WIRE 7:. ` == WELDED WIRE �/ � �� 1 1" X 1/8 II FLAT BAR MESH TYP. 2" X 2" > 1 - 3/4" X 3/4" X 1/8" ANGLE 1 -1/4 ' X 1 -1/4 X 1/8 MESH PANEL FRAME > TUBE POST- w WELDED WIRE MESH ' ' � 1 ■ CODE OMPL ANCE NOV 14288 . ANGLE CAPPING TUBE CONNECTION low / PANEL STIFFENER CI Of Tuk B liDIN DI■ C9 PANEL -PANEL CONNECTION l i J 3 " -l ' ila . SION 3 " -1' 3 " -1' I ( F E 2 9 2008 [ CENTEF A 1/4" PLATE 2" X 2" X 14 TUBE POST WIRE MESH PANEL FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE •14 X 1" TEK SCREW @ 30" O.C. WELDED 7/16= HOLE W 3/8" X 2 -3/4" WEDGE ANCHOR, GA. TYP. 2 PLACES PANEL GRIND MESH PANEL FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE *14 X 1" TEK SCREW @ 30" O.C. 1 -1/4" X 1 -1/4" X 1/8" ANGLE 1/4" J BOLT FRAME I FLAT TYP. `�' / W/ NUT @ 24" O.C. WELDED WIRE MESH / / / / / , i i i i / i ' i i 1/4" H.H.M.B. 0 0 ' I _1 W/ NUT 1'■�� 2" X 2" X 14 GA. TUBE POST t 1 BASE PLATE BELOW _A_ � � 18" O.C. MAX. �II�O� 1 �� WIRE MESH =VI= 1 ( 4214 M11 ►�- _ MOUNTING TAB L 1/2 X 1/2 - � O r M. , O - I PANEL FRAME 1 -1/4" X 1 -1/4" ANGLE i 1 I EVER / �/ / // / CEILING PANEL FRAME 1 -1/4 X 1-1/4" ANGLE = N 6TH WIRE i ` cV 1/8 i 1 � i 3/8" ANCHORS @ 24" O.C. (FASTENERS TO SUIT WALL CONDITION) 2 „ 2 �� WALL POST AT WALL / WELDED WIRE MESH CEILING ANGLE / 4 f f f POST SLAB @ BASE 2" X 2" X 1/8" ANGLE WALL CONNECTION /l Al 3 " -1 A5 3 " -1' 3 " l' ® A9 3"-1' REC I) 0 6 ... 1.11 8 0 .DCT PERMIT 5 7 j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521 a- 301.shf01271200 3:36:2TPM COPYRfGHT - (c) 2008 CALLUS O � (i3 ,•� L O v, O O >, - 0 N O N - co O ( O L - .� O O N N N N O O SSUED / REVISED DATE . 0% DD 10/15/08 'ERMIT SET 10/27/08 LEVATIONS & SECTIONS -301 N ti 0 N lt I— U w 0 r 1 3 &PARTIAL EAST ELEV. DEN O DEMO EXISTING METAL SIDING. COORDINATE W/ 1 MECH. PRIOR TO START. O DEMO EXISTING METAL SIDING. COORDINATE W/ 2 MECH. PRIOR TO START. 0 4 5 6 7 8 9 0 RELIEF LOUVER PER MECH. VERIFY SIZE AND LOCATION PRIOR TO FAB AND INSTALLATI N. PARTIAL EAST ELEVATION 1/16 " -1 ECONOMIZER RELIEF LOUVER. VERIFY WITH MECH. ENG. PRIOR TO FABRICATION AND INSTALLA 9 CODE APPROVED Nu'l 1 2000 ,p ;NC DI - - RECEIVED OCT 2 9 2008 PERMIT CENTER- j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521_a- 500.sht0/27/2008 3:36:24 PM COPYRIGHT [J 2008 CALLISON 1- Z 0 z E Z ° Z o 0 0 c N y 2 J J J J as a U V co CO o ' E 00 0 O L ti cn V O Q co O O r N N LL CO 00 -0 • 4) N N cp ▪ ,-� CO CO O s... 4-- O O N n (a N N N O O LL U) LL ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 EXTERIOR ELEVATIONS O N C) N - O N I- 0 0 w 1 3 &PARTIAL EAST ELEV. DEN O DEMO EXISTING METAL SIDING. COORDINATE W/ 1 MECH. PRIOR TO START. O DEMO EXISTING METAL SIDING. COORDINATE W/ 2 MECH. PRIOR TO START. 0 4 5 6 7 8 9 0 RELIEF LOUVER PER MECH. VERIFY SIZE AND LOCATION PRIOR TO FAB AND INSTALLATI N. PARTIAL EAST ELEVATION 1/16 " -1 ECONOMIZER RELIEF LOUVER. VERIFY WITH MECH. ENG. PRIOR TO FABRICATION AND INSTALLA 9 CODE APPROVED Nu'l 1 2000 ,p ;NC DI - - RECEIVED OCT 2 9 2008 PERMIT CENTER- j:\ projects \sabey \sdc521 \caddsdc521\ sheets \sdc521_a- 500.sht0/27/2008 3:36:24 PM COPYRIGHT [J 2008 CALLISON 1- Z 0 z E Z ° Z o 0 0 c N y 2 J J J J as a U V co CO o ' E 00 0 O L ti cn V O Q co O O r N N LL CO 00 -0 • 4) N N cp ▪ ,-� CO CO O s... 4-- O O N n (a N N N O O LL U) LL ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 EXTERIOR ELEVATIONS O N C) N - O N I- 0 0 w 2'-1" I \ I 77 / /I I • / 'C - /I / \ \ V \ /1 I • /\ \ - \ / i -\ \ /I I \ - \ n / .. n \ .. n - / \ . , n - / /\ BASE AND FINISH " �. FLOORING AS / /\1 M1 / 11 \ I`: /1 N , \i s t � i\i 2'-1" I< BACKSPLASH WHERE I NOTED ON ELEVATIONS I r 1/4 " F 11/2 " a ADJUSTABLE SHELF PLASTIC LAMINATE CASEWORK ADJUSTABLE SHELF BASE AND FINISH " �. FLOORING AS s, SCHEDULED ` N CD LCD MONITORING SCREENS. (MAKE, SIZE AND EXACT LOCATIONS TBD) 1/8 "•1' C E1 Rllll f / STORAGE cri 250 I BUILD /STORAGE R00 N (TYP.) (TYP.) LCD MONITORING SCREENS. (MAKE, SIZE AND EXACT LOCATIONS TBD) NORTH ELEV CMD CNTR 1/8 " -1' (T BASE CABINET 11/2" -1' -0" E2010WD -03 1' -0" ADJUSTABLE SHELF ADJUSTABLE SHELF V4 ". PLASTIC LAMINATE CASEWORK UPPER CABINET DIMENSION POINT 11/2 " -1' -0" E2010WD -09 LCD MONITORING SCREENS. (MAKE, SIZE AND EXACT LOCATIONS TBD) 0 SOUTH ELEV CV D CNTR EAST ELEV CMD CNTR bO8T 48O 10 \ CppE COMPLIANCE APPROVED NOV 14 Mii DIMS CM Of Voila UU ..DING_ IO 4- RECEWED OCT 2 g 2000 PERMIT CENTER j:\ projects \sabey\sdc \caddsdc521\ sheets \sdc521_a- 700.shf072772008 3:36:19 PM COPYRFGFITW 2008 CALLES Q' A -700 • m cv Z o O c N I L L O M U) O — o E o. c o oO OLO L N - 6) o ▪ °° rn �, " N LY E � + O O v� m0 i- +.., N (a N oo co Q N O ) 'S ( O c- L J U) t-- LL : ig W INN U) Z D W w U 2 v co Q Q c3 U o co r 0) I-- Ci N Q c) >" LO W CV U F- p W . ci Za) (1)— p < ( in 9 ✓ � `�I— W co O z z - ISSUED / REVISED DATE 80% DD 1 0/1 5/08 PERMIT SET 10/27/08 ENLARGED PLAN & ELEVATIONS N C) N- O N I- 0 0 LU 0 CV W 1/2 " DOOR LEAF 115/16 " HOLLOW METAL FRAME - DOOR JAMB 6 " °1' -0" 115/16 " PARTITION -TYPE VARIES C1020 -04 ALUM 6 "61' -0" wuN PARTITION -TYPE VARIES - GLAZING FRAME - LITE HEAD JAMB SIMILAR 1/2 '�--� DOOR LEAF HOLLOW METAL FRAME - DOOR HEAD 6 11 4 _ O II PARTITION -TYPE VARIES 01020 -01 ALUMINUM FRAvE - LITE VERTICAL MULLION GLAZING 6 " =1' -0" C1020 -59 ROOV FINISH SCHEDULE DOOR SCHEDULE HARDWARE GROUPS NW-1 Single Door 1 1/2 Pair Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Mounted Door Stop 1 Smoke Gaskets where rated HW -2 Security Access/ Egress Single Door 11/2 PR Butts 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 Door Stop 1 Set Silencers HW -3 Security Access/ Egress Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Automatic Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 1 Astragal 2 Closers 1 Coordinator 1 Set Smoke Gaskets at Rated Doors 1 Biometric/ Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -4 Access Double Door 3 PR Butts 1 Lever Handle Mortise Lockset (active leaf) 1 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 FINISH LEGEND TYPE A TYPE B FRAME TYPES DOOR TYPES TYPE A / / TYPE C (NOT USED) TYPE B HW -5 Security Access Double Door 3 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 Sliding Gate 1 Set Top Vaunted Roller Assembly & Box Beam 1 Lever Handle Mortise Lock - Storeroom Function 1 Cylinder 1 Door Position Contact TEMPERED GLASS boB ziao " \sabey\sdc521 \caddsdc52 _a -800. shf0727 /2008 10 TYPE D - SLIDING 3:36:14 PM COPYR[GFIT(c) 2008 CALLFSON KtAl it \h c.0 U CODE COMPLIANCE APPROVED ■UV 1 4 2U08 City Of Tukwila B: DIN DIVISID RECEIVED OCT 2 9 2008 PERMIT CENTER z Z 0 N J - J U A -800 0 (N N N co co co rn L o < o L. u_ � c>s O 0 W U) Z W a. Cu a 2 co U Q < (B Cfl ' I— U O CO F-- CA Q >. 1 .0 u (•1 1—(] .Cu Z (n F' — < 0 Lo t1 w Z 0 0 t` oo r cc N 0 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 to 0 rn 0 N ti 0 N I- 0 W 0 CL DOOR & FINISH SCHEDULES DETAILS E 0 0 > a) N NO. ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING HDWR REMARKS MT'L DETAILS HEAD JAMB SILL NOTES 250 B HM 250 BUILD/STORE ESD RB -1 PT -1 ACT H.M. E1 /A800 G1 /A800 251 BREAK/ENTRY TBD RB -1 PT -1 ACT 8' -0" - 251A DATA CENTER ESD RB -1 PT -1 ACT - CLEAN ROOM MYLAR ACT 252 FACILITY MANAGER TBD RB -1 PT -1 ACT - - 253 COMMAND CENTER TBD RB -1 PT -1 ACT 251B A 254 MDF ESD RB -1 PT -1 ACT A HM WIRE MESH PARTITIONS WHERE NOTED/ CLEAN ROOM MYLAR ACT 256 BUILD/STORE TBD RB -1 PT -1 ACT 3' -0" 8' -0" - - 1 A HM E1 /A800 G1 /A800 - 253 A HM 3' -0" 8' -0" - - 1 A HM E1 /A800 G1 /A800 - 254 D WM 3' -6" 8' -0" - - 6 - - - A -301 254A D WM 3' -6" 8' -0" - 6 CV W 1/2 " DOOR LEAF 115/16 " HOLLOW METAL FRAME - DOOR JAMB 6 " °1' -0" 115/16 " PARTITION -TYPE VARIES C1020 -04 ALUM 6 "61' -0" wuN PARTITION -TYPE VARIES - GLAZING FRAME - LITE HEAD JAMB SIMILAR 1/2 '�--� DOOR LEAF HOLLOW METAL FRAME - DOOR HEAD 6 11 4 _ O II PARTITION -TYPE VARIES 01020 -01 ALUMINUM FRAvE - LITE VERTICAL MULLION GLAZING 6 " =1' -0" C1020 -59 ROOV FINISH SCHEDULE DOOR SCHEDULE HARDWARE GROUPS NW-1 Single Door 1 1/2 Pair Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Mounted Door Stop 1 Smoke Gaskets where rated HW -2 Security Access/ Egress Single Door 11/2 PR Butts 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 Door Stop 1 Set Silencers HW -3 Security Access/ Egress Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Automatic Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 1 Astragal 2 Closers 1 Coordinator 1 Set Smoke Gaskets at Rated Doors 1 Biometric/ Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -4 Access Double Door 3 PR Butts 1 Lever Handle Mortise Lockset (active leaf) 1 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 FINISH LEGEND TYPE A TYPE B FRAME TYPES DOOR TYPES TYPE A / / TYPE C (NOT USED) TYPE B HW -5 Security Access Double Door 3 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 Sliding Gate 1 Set Top Vaunted Roller Assembly & Box Beam 1 Lever Handle Mortise Lock - Storeroom Function 1 Cylinder 1 Door Position Contact TEMPERED GLASS boB ziao " \sabey\sdc521 \caddsdc52 _a -800. shf0727 /2008 10 TYPE D - SLIDING 3:36:14 PM COPYR[GFIT(c) 2008 CALLFSON KtAl it \h c.0 U CODE COMPLIANCE APPROVED ■UV 1 4 2U08 City Of Tukwila B: DIN DIVISID RECEIVED OCT 2 9 2008 PERMIT CENTER z Z 0 N J - J U A -800 0 (N N N co co co rn L o < o L. u_ � c>s O 0 W U) Z W a. Cu a 2 co U Q < (B Cfl ' I— U O CO F-- CA Q >. 1 .0 u (•1 1—(] .Cu Z (n F' — < 0 Lo t1 w Z 0 0 t` oo r cc N 0 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 to 0 rn 0 N ti 0 N I- 0 W 0 CL DOOR & FINISH SCHEDULES DETAILS E 0 0 > a) N NO. DOOR TYPE MT'L W H - ASSEMBLY RATING HDWR FRAME TYPE MT'L DETAILS HEAD JAMB SILL NOTES 250 B HM 6' -0" 8' -0" MFR: TBD COLOR: TO MATCH EXISTING 45 5 B H.M. E1 /A800 G1 /A800 - 251 B HM 6' -0" 8' -0" - 45 3 B HM E1 /A800 G1 /A800 - 251A B HM 6 -0" 8' -0" - - 3 B HM E1 /A800 G1 /A800 - 251B A HM 3' -0" 8' -0" - 45 2 A HM E1 /A800 G1 /A800 252 A HM 3' -0" 8' -0" - - 1 A HM E1 /A800 G1 /A800 - 253 A HM 3' -0" 8' -0" - - 1 A HM E1 /A800 G1 /A800 - 254 D WM 3' -6" 8' -0" - - 6 - - - A -301 254A D WM 3' -6" 8' -0" - 6 - A -301 256 B HM 6' -0" 8' -0" - 45 4 B HM E1 /A800 G1 /A800 - CV W 1/2 " DOOR LEAF 115/16 " HOLLOW METAL FRAME - DOOR JAMB 6 " °1' -0" 115/16 " PARTITION -TYPE VARIES C1020 -04 ALUM 6 "61' -0" wuN PARTITION -TYPE VARIES - GLAZING FRAME - LITE HEAD JAMB SIMILAR 1/2 '�--� DOOR LEAF HOLLOW METAL FRAME - DOOR HEAD 6 11 4 _ O II PARTITION -TYPE VARIES 01020 -01 ALUMINUM FRAvE - LITE VERTICAL MULLION GLAZING 6 " =1' -0" C1020 -59 ROOV FINISH SCHEDULE DOOR SCHEDULE HARDWARE GROUPS NW-1 Single Door 1 1/2 Pair Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Mounted Door Stop 1 Smoke Gaskets where rated HW -2 Security Access/ Egress Single Door 11/2 PR Butts 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 Door Stop 1 Set Silencers HW -3 Security Access/ Egress Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Automatic Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 1 Astragal 2 Closers 1 Coordinator 1 Set Smoke Gaskets at Rated Doors 1 Biometric/ Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -4 Access Double Door 3 PR Butts 1 Lever Handle Mortise Lockset (active leaf) 1 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 FINISH LEGEND TYPE A TYPE B FRAME TYPES DOOR TYPES TYPE A / / TYPE C (NOT USED) TYPE B HW -5 Security Access Double Door 3 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 Sliding Gate 1 Set Top Vaunted Roller Assembly & Box Beam 1 Lever Handle Mortise Lock - Storeroom Function 1 Cylinder 1 Door Position Contact TEMPERED GLASS boB ziao " \sabey\sdc521 \caddsdc52 _a -800. shf0727 /2008 10 TYPE D - SLIDING 3:36:14 PM COPYR[GFIT(c) 2008 CALLFSON KtAl it \h c.0 U CODE COMPLIANCE APPROVED ■UV 1 4 2U08 City Of Tukwila B: DIN DIVISID RECEIVED OCT 2 9 2008 PERMIT CENTER z Z 0 N J - J U A -800 0 (N N N co co co rn L o < o L. u_ � c>s O 0 W U) Z W a. Cu a 2 co U Q < (B Cfl ' I— U O CO F-- CA Q >. 1 .0 u (•1 1—(] .Cu Z (n F' — < 0 Lo t1 w Z 0 0 t` oo r cc N 0 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 to 0 rn 0 N ti 0 N I- 0 W 0 CL DOOR & FINISH SCHEDULES DETAILS E 0 0 > a) N SYMBOL MATERIAL MANUFACTURER'S NUMBER/ STYLE REMARKS ESD ANTI - STATIC PAINT OR APPLIED WAX RB-1 RUBBER BASE MFR: TBD COLOR: TO MATCH EXISTING PT -1 WALL /CEILING PAINT MFR: TBD COLOR: TO MATCH EXISTING SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. CV W 1/2 " DOOR LEAF 115/16 " HOLLOW METAL FRAME - DOOR JAMB 6 " °1' -0" 115/16 " PARTITION -TYPE VARIES C1020 -04 ALUM 6 "61' -0" wuN PARTITION -TYPE VARIES - GLAZING FRAME - LITE HEAD JAMB SIMILAR 1/2 '�--� DOOR LEAF HOLLOW METAL FRAME - DOOR HEAD 6 11 4 _ O II PARTITION -TYPE VARIES 01020 -01 ALUMINUM FRAvE - LITE VERTICAL MULLION GLAZING 6 " =1' -0" C1020 -59 ROOV FINISH SCHEDULE DOOR SCHEDULE HARDWARE GROUPS NW-1 Single Door 1 1/2 Pair Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Mounted Door Stop 1 Smoke Gaskets where rated HW -2 Security Access/ Egress Single Door 11/2 PR Butts 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 Door Stop 1 Set Silencers HW -3 Security Access/ Egress Double Door 3 PR Butts (with one (1) electric hinge) 1 Panic Device Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Automatic Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 1 Astragal 2 Closers 1 Coordinator 1 Set Smoke Gaskets at Rated Doors 1 Biometric/ Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact HW -4 Access Double Door 3 PR Butts 1 Lever Handle Mortise Lockset (active leaf) 1 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 FINISH LEGEND TYPE A TYPE B FRAME TYPES DOOR TYPES TYPE A / / TYPE C (NOT USED) TYPE B HW -5 Security Access Double Door 3 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 Sliding Gate 1 Set Top Vaunted Roller Assembly & Box Beam 1 Lever Handle Mortise Lock - Storeroom Function 1 Cylinder 1 Door Position Contact TEMPERED GLASS boB ziao " \sabey\sdc521 \caddsdc52 _a -800. shf0727 /2008 10 TYPE D - SLIDING 3:36:14 PM COPYR[GFIT(c) 2008 CALLFSON KtAl it \h c.0 U CODE COMPLIANCE APPROVED ■UV 1 4 2U08 City Of Tukwila B: DIN DIVISID RECEIVED OCT 2 9 2008 PERMIT CENTER z Z 0 N J - J U A -800 0 (N N N co co co rn L o < o L. u_ � c>s O 0 W U) Z W a. Cu a 2 co U Q < (B Cfl ' I— U O CO F-- CA Q >. 1 .0 u (•1 1—(] .Cu Z (n F' — < 0 Lo t1 w Z 0 0 t` oo r cc N 0 0 N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 to 0 rn 0 N ti 0 N I- 0 W 0 CL DOOR & FINISH SCHEDULES DETAILS E 0 0 > a) N STRUCTURE 1 0 Ola et ,-1 rai �i Atio W age CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT A PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES NO SCALE AT FIRE -RATED CONSTRUCTION PARTITION/ WALL DESIGNATIONS 11/2 " =1' -0" CEILING (WHERE CEILING OCCURS) STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT — B 3 5/8" METAL STUDS 6" METAL STUDS ''''.' ■ i mall CRO paO pEO CEO -a. PO PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES 1/2" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED GYPSUM BOARD COLU METAL STUD FRAMING C 5/8" GYPSUM BOARD CLIP ANGLE COLUMN STRUCTURE vIN WRAP C1010FP -90 PARTITION CONFIGURATION: FULL - HEIGHT NO FINISH MATERIALS EITHER SIDE STRUCTURE CEILING D NO SCALE NIP EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS ONE SIDE 2' -0" (TYP.) 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS 3 5/8" METAL STUDS 6" METAL STUDS INSULATION IF NOTED STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT E MATCH EXIST. FRAMING @ INFILL CONDITION PARTITION (1HR FIRE - RATED) CONSTRUCT PER US DESIGN NO U419 6" METAL STUD FRAMING 6" METAL TRACT( 6" METAL STUD FRAMING 6" METAL TRACK STEEL COLUMN GWB COLUMN SURROUND 1 " =1' -0" PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES WITH GWB CEILING ..CEMENTITIOUS FIREPROOFING (TYP.) w GI >- cn V) I- LL o no 0 U -� CC CCC 0 u CD U O Q Q 0 J 0- LJJ C N O ? w • CC CEILING 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 LOUVER t METAL PANEL 3/4 " =1' -0" NO SCALE NO SCALE HEAD JAMB SILL a 8 1/2" METAL CLOSURE INTERIOR 8 1/2" METAL CLOSURE 8 1/2" METAL CLOSURE CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) FOR 1HR, 2HR AND 31-IR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW-D -0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0119 HW -D -0120 NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE INSULATION INDICATOR C1010FP -03 FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN ittil .4 Wi O PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) JOINT BETWEEN FIRE -RATED FRA PARTITION /WALL SYMBOLOGY PARTITION /WALL RATING LEGEND ( 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. PARTITION WELDED WIRE NO SCALE PARTITION /WALL NOTES NO SCALE C1010FP -01 THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS 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 WELDED WIRE VERT. SUPPORT PER MFG. 2" X 4" WELDED WIRE OR EQUIVALENT CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK NON FIRE -RATED 1HR FIRE -RATED 2HR FIRE -RATED 31-IR FIRE -RATED 4HR FIRE -RATED PER MANUFACTURER V z w C) N O 0 CM w N CL Z 2 CD = o �¢o a_ U O CD ° z� • J w a=te � Z O VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES QED PARTITIONS & STRUCTURE ABOVE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION PARTITION ATTACHED TO PARTITION HEAD FOR PARTITION ATTACHED TO SQUARE EDGED SUSPENDED ACOUSITICAL CEILING PARTITION FASTENED TO O PERPENDICULAR CEILING TEES 3 "a1' -0" j:\ projects \sabey \sdc521 \caddsdc521 \sheets \sdc521 _a- 801.sht 0/27/2008 PARTITION ATTACHMENT CLIP b08ft- 1 PARTITION BRACED CEILING CLIP AT 8' -0" OC PER ICBO REPORT4071 3:36:09 PM COPYRIGHT(E) 2008 CALLISON C1010FP -33 RECEIVED OCT 2 9 2000 PERMIT CENTER LUb J Cr) s w < lw ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 DETAILS A -801 0 0 ti J z (,) a w w E 0 Z O c co o 1 J O 40 V CD cu U C C O co 0) i i i 0 U N O ao ao N N R} CO 0 0 N N U, co) rn O N M N- CD N It I- U LLI 0 0 1/2 " =1' -0" HAN PER AN 8" MAX ST MAI TE MAI (S HE 2 MIN AT O PERIMETER SUPPORT NO SCALE 7 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. 'te 0 co co 0 w O ABILIZER BAR TO NTAIN PERIMETER E SPACING N TEE OR CROSS TEE USPENSION SYSTEM) AVY DUTY X 2 CLOSURE ANGLE, IMUM. SEE NOTE TOP. w z 0 0_ 0 J CC I-I- - z O GER WIRE AT EACH IMETER MAIN TEE PERIMETER CROSS TEE N C i CLOCK OUTLET (SEE PLANS FOR LOCATION) 0= w w z 2 L11 00u I CC 000 O Y 0 O W J u_ Jam w O C° O GENERAL SUPPORT E HORIZONTALLY MOUNTED z z W W '1 " a - cp o 1 ' I co 0 N 0 cc CaJ 0 O co z qH D z 0 0 0 0 0 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 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. z 0 z O U < cc0< 0000 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). WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER - SLOPING WIRE ACOUSTICAL CEILING PANELS z 0 z< 0 z DO O O F-- 00 COUNTER OR CREDENZA DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION DEM' TEL DATA 000 O TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR ne OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) O TYPICAL AS SHOWN O LOCATE @ CORNER OF WALL OTHERWISE 8" H30 - 01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITCFT DIMMER SWITCH' OR GANGED ' STRIKE SIDE SHOW VARIATIONS FOR SPECIFIC CONDITIONS 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 EQ. FRAME EXIT - - irL X o O LL O Z 0 z 0 C W m W Cl) —IO LL 0= 0 C3� / q DOOR EQ. DOOR , _COA HOOK 0 15. Ow O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT CEILING MOUNT (TYP. U.O.N.) WALL MOUNTED 6" EELOW CEILING HINGE SIDE I J0 D 2 J 0 LL 0- 0 LL OJ O fl °zS -I W I O O a FINISHED CEILING 2 v) a 0 LL 0 0) g S a 0 FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY 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 COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIGN CATEGORY C, D, E, AND F LOCATE BRACING AT 12' -0" OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER PARTITIONS O LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF - BRACING WIRES WITHIN 2" OF CROSS TEE ;COMPRESSION STRUTS WITHIN / 4" OF BRACING WIRES PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF 8" MAXIMUM EACH SIDE - 7 - - O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS O SPRINKLER HEADS boaq90 j:\ projects \sabey\sdc521 \caddsdc521\ sheets \sdc521_a- 802.shf0727/2008 3:36:02 PM 10 C3030AC -01 COPYRIGHT(2) 2008 CALLISON CODE COMPLIANCE APPROVED NOV 1 4 2UUB City Of Tukwila BULDING._DIVI$LQ RECEIVED OCT 2 9 2008 PERMIT CENTER l� I .. z O V w z DETAILS 0 DO 0 2 0 F- (I) W H 0 H Z A -802 CD U CO Ci3 � [L CO a') Q N CO Ln C O O t` CO ( T o N C0 O N ISSUED / REVISED DATE 80% DD 10/15/08 PERMIT SET 10/27/08 E 10 O O 0 > a) 0 LL 'S N cc N C0 O N N JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10 -23 -08 SHEET NO: Si 1 :" TOP R � I 40' - 0" 27' -0" _L I 20' -0" EXIST. P.C. PNL. v EXIST. M.B.S. SHEATHING ASE R 1 "x5 "x0' -11" w z "0 HILTI KWIK BOLT TZ 6" SECTION WELD R * "x8xO' -11" w/ 2- "d HILTI KWIK BOLT TZ ® 5 "GA (EMBED 4 ") EXIST. FLOOR SUPPORT BEAM. HSS 5x5x4 HORIZ. TOP & BOT OF LOUVER H.S.S. 5x5x EA END OF LOUVER (VERT.) EXIST. CONCRETE ON METAL DECK T. BEAM D -1 to - 1 ' -0 4 — ® EXIST. METAL HORIZ. GIRT- SAWCUT & ATTAC TO H. §.S. VIA L3x3x *x0' -6" w/ 3- 0.145"0 HILTI X -EDNI FASTENERS H.S.S. 5x5x* 13 iv 16 WELD L3x3x - x 1 1 1 1 I I I I Ic iff - T 1 DTL d3 —d3 DTL d2 —d2 DTL d1 —di EXIST. MEETAL DECK SHEATHING TO HSS 0.145 "0 HILTI X -EDNI FASTENERS ® EA VALIG & ® 12 "oc VERT. EDGES WELD R i "x3 "x3" H.S.S. 5x5x* HORIZ. w/ *" END R 2 O 0 2 0 0 M O I 0 0 I O T.Q.S. (VERIFY) FF = 40' -p" 3RD FLR. 2ND FLR. FLR. 27' -4i" 28' - 27' -92" 29' -4" NOTES: 1. TOP OF STEEL ELEVATION 19' -5 " TYP. U.N.Q. 2. SEE SHEET S6.1 FOR TYPICAL D TAILS. 3. SEE SHEET SO.1 FOR GENERAL NOTES. 2nd FLOOR FRAMING PLAN Q 27' -9" 24' -6 " 1 " • =1-0" FIELD VFY. 16- ,VFY. 2 7' - 92" 29' -4g" XISTING W.H.S. I X 1 B -1 3 0 ! z EXIST. FRAME ALONG GRID(L) 1 " =1' " i� I C -1 EXISTING W24x76 (0 3 EXIS C -1 26' -2" 29'-413" ) ING W24x76 26' -2 24' - FIELD VFY. XISTING 58- 4 "Ox3t" W.H.S. I I 6 CONC SLAB ON 18GA. W2 FORMLOK DECK FIELD VFY. EXISTING 16- ,VFY. W.H.S. FIELD VFY. = XISTING -" 58- i" ox3t" DOBeo 26' -2" 1 28' -7" C agg lItCE APPROVED 1 0\1 1 4 2008 N D ILO 8 1» RECEIVED OCT 2 9 2000 PERMIT CENTER cri H C/] 0 rn w 2 w CO tO co CO CO in • O CO o N co r- O • co m w • U r O w co co co U) z O U Lv (I) 0 z z 0 J W z 0 O LL O O LL 0 N z w &J �0 0) 0 0 1— V) W W I- 0 LLI z BOLT SCHEDULE BEAM SIZE BOLTS R SIZE W12 (3) e "0 4 *xix0' -8i W14 &W16 (3) g "0 4ixix0' -81 W18 (4) PO 4 *xix0' -11 W21 (5) $ "0 4ixix1' -21 W24 (5) g "0 4ix$x1' -3" W27 (6) 8 "0 42x -6" W30 (7) "0 42xsx1' -9" JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10 -23 -08 SHEET NO: S2 cD 1 4 i 4 " 0x3 " WHS PER PLAN IN PARENTHESIS BM. PER PLAN 20' -0" SECOND FLR. 4 1 2nd FLOOR BM. PER PLAN SECTION A -2 ." = 1' -0 SECTION B -2 SECTION C -2 EXIST. COL. i "0x3 " W.H.S. PER N (IN PARENTHESIS) 1i" FOR i "0 BOLTS 1i" FOR i "0 BOLTS 3 i " = 1' -0» EXIST. HSS 12x12 BEYOND. 3 "0x3 W.H.S. FERN ON PARENTHESIS) TYP. BM. CONN. " = 1' -0" C1 U WF BM. PER PLAN NOTE: ALL g "0 BOLTS SHALL BE A490N GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION DESCRIPTION Building Name & Site Location - Sabey Data Center SDC5201 - King County Data Center Building Dept. Contact - Mr. Dave Larson (206) 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load (IBC) See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.2, snow exposure factor - 1.0 Drifting snow is required in the design. Ss = 1.406, S1 = 0.485, IE = 1.5, Site Class "D ", SDS = 0.938, SD1 = 0.492, Seismic Design Category "D" Basic Seismic Force Resisting System(s)= B.F.S. with concrete shear walls. Equivalent lateral force procedure was used. Mech. & Refrigeration unit loads will be picked up at the point of the units & transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. Basic wind speed 85 (mph). Exposure B. Importance factor 1.15. 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. 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 IS 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. 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= 50,000 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) 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 IS CERTIFIED LOCAL BUILDING DEPARTMENT. 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. 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. 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.'S 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 S -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 IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE BTWN. = BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING B.O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG. = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER N.F. N.T.S. o/c Q.F. 0.S. O.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. IE tos 80 NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE FONAILMED OCT 2 9 2008 PERMIT CENTEF, z 0 rn z 60 LU H- O z IOL LiJ z LU (5 z w z 0 0 re;43 ce W I— z W C) a I— a > . I_ z p 0 tJ z 0 2 U I-- W w F-- Q U Ct LIJ F- z JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: N. KEOPANYA DATE: 1 -15 -09 SHEET NO: 83.1 2x2x 6" ANGLE 1 ® 45' LONGITUDINAL 1 CAD 45' TRANSVERSE " THREADED ROD 2" THREADED ROD U BOLT ROD TO STRUT SUPERSTRUT A -12 CHANNEL — SUPERSTRUT A -12 CHANNEL 25' -O" MAXIMUM SPACING SUPERSTRUT A -12 CHANNEL 7' -6" MAXIMUM SPACING 2x2x j-" ANGLE 1 ® 45' LONGITUDINAL 1 © 45' TRANSVERSE w /2 —" o HILTI T Z ANCHORS (EMBED 3: MIN.) INSPECTED INSTALLATION PER ICC —ESR -1917 i ns" THREADED ROD t "0 HILTI T Z ANCHOR EMBED 3 *" MIN.) INSPECTED PER ICC— ESR -1917 INSPECTED INSTALLATION 2" THREADED ROD SLAB EXIST. 6 SLAB ON FORILOK DECK PROVIDE 1 2 ' 3 0 SIMPSON ¥ITEN HD SCREW ANCHOR EA. CORNER (4 TOT.) (EMBED 3 MIN.) TYP. NIN (VFY.) 1'— " $2" m 3B3 3B3 3B3 1 383 W30x99 (30) ADJAC. CABINET WHERE NOTED PER PLAN (VFY. w /ARCH.) TYPICAL SERVER CABINET ANCHORAGE DETAILS (2ND FLR.) SECTION C -3.1 27' -1" m c CABINET PER MFR. (MAX, TOT. WT.= 2000 #) TYP. NOTE: MFR. CONN. R ASSEMBLY SHALL BE ADEQUATE TO TRANSFER 200# NET UPLIFT AND LATERAL SHEAR CABINET TO ANCHOR, TYP. 27' -4 27' -4" EXIST. 6 " SLAB ON FOR LOK DECK 1' -0" MIN. (VFY.) FLOOR DUCTS Q POST RACK PER MFR. (MAX. TOT. WT. 1,000 #) TYP. BOT. T. ASSEMBLY PER MFR. " = 1' -0" 27' -9" ry TYPICAL 2 -POST RACK ANCHORAGE DETAILS (2ND FLR.) SECTION D -3.1 PROVIDE 1"0 SIMPSON TITEN HD SCREW ANCHORS (2 E.S. -4 TOT.) (EMBED MIN. 4g ") TYP. 26' -2" 29' -4$" OP- 26' -2" i 4P-, � ��,� _ i p crir h yr4777-; /'4/ Yke7L-7/),/"Vd Uk°t 15 140A73 FRAMING PLAN KEY N.T.S. 84" SEE SHEET 55.1 FOR GRID O BEAMS E 27' - 94" 9' -7 1 PLAN EJ-E te N EXIST. COL. TO BE REMOVED EXIST. COL. TO o BE REMOVED ao MEW- +11111 PER 4 a REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2009 City of Tukwila BUILDING DIVISION boe8o I RECEIVED MAR 2 6 2009 PERMIT CEN-TEF, co fy z W =a V) i6 W 1- z W O a N a z (I) 0 2 F- U W I- Iz F— z