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Home My WebLink AboutPermit M08-264 - KING COUNTY DATA CENTERKING COUNTY DATA CENTER 3355 S 120 PL M08 -264 Parcel No.: 1023049069 Address: Suite No: 3355 S 120 PL TUKW CitAlf Tukwila Tenant: Name: KING COUNTY DATA CENTER Address: 3355 S 120 PL , TUKVVILA WA 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 MECHANICAL PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA Contact Person: Name: LOU BAILEY Address: 5005 3RD AVE S , SEATTLE WA Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA Contractor License No: MCKINCL942DW DESCRIPTION OF WORK: TENANT IMPROVEMENT - 7,000 SQ FT, DUCTWORK AND (2) CHILLERS ON ROOF Value of Mechanical: Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC -10/06 541, 059.00 EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * continued on next page ** M08 -264 Permit Number: M08 -264 Issue Date: 12/30/2008 Permit Expires On: 06/28/2009 Phone: Phone: 206 - 396 -9764 Phone: (206)762 -23311 Expiration Date: 03/16/2010 Fees Collected: $12,860.00 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 2 Printed: 12 -30 -2008 Permit Center Authorized Signature: Signature: Print Name: doc: IMC -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: MO8 -264 Issue Date: 12/30/2008 Permit Expires On: 06/28/2009 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performa3}ce of wor am authorized to sign and obtain this mechanical permit. Date: /Z 36- 8 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M08 -264 Printed: 12 -30 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 3355 S 120 PL TUKW KING COUNTY DATA CENTER 1: ** *BUILDING 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -264 ISSUED 11/03/2008 12/30/2008 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 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. 4: 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. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 11: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 12: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 13: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 14: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Cond -10/06 M08 -264 Printed: 12 -30 -2008 104.2) • 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: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 17: 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)(Comply with NFPA 13 sprinkler obstruction rules.) 18: 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) 19: 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) 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** M08 -264 Printed: 12 -30 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Date: l2 -2 0 - U ' � y /-a4 'R Print Name: doc: Cond -10/06 M08 -264 ordinances governing or local laws regulating Printed: 12 -30 -2008 SITE LOCATION Kin o Assessor's Tax No.: ( Q a 30 / DK' Site Address: 3;55 �- � _Pi � ' a gVC� t Suite Number: Floor: Tenant Name: ( o-•./ C4') ~D' New Tenant: ❑ Yes c&...No Property Owners Name: b CZ 'e..' {D JJ I I //'' Mailing Address: \ aaO1 +11 uvii=t I �ck c_ 1 ' 1 l7(1 Lw't la k) '- 4 �7 (> I u� Cit State Zip :CONTACT PERSON -who do Ave contact when:yourpermit is•ready.to ;be issued Name: Mailing Address: ( a cciJ 141)-e- E -Mail Address: ( 0 L�-� W\� ..k �`_' ' v y ie l Fax Number: 'c C(2 - t GENERALICONTRACTOR :INFORIVIAT.I.ON - (Contractorinformationfor Mechanical (pg4)•for'Plumbing =and Gas 'Piping (pg'5)) Contact Person: Contact Person: CITY OF TUKWILA" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://wvi 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 ** Q: VApplieationsVorms- Applications On Line\3 -2006 - permit Application.doc Reused: 9.2006 bh Company Name: 'U - (' - �'I r U' Mailing Address: `.�• \ ` 1 W -}4 o d Contact Person: P` o Q to G.C-. _'i a�- E -Mail Address: YIACLCK �(C'�J p , s:L ( -( , `_o / � ' ' ,�� Contractor Registration Number: �Gl L c-./ o 7 C -t' ` \ r \r\ Building Peimi0o. Mechanical Permit No. Mob alp LI .Plumbing /Gas Permit No. Public Works Permit No. Project (For office use only) Day Telephone: g•Ot Cr je S P IrP LOA— Rya+ Cit State Zip 41 \ 77,x( An. at 521 City ' " State Zip Day Telephone: rr '' () - 3 77 I'- L.( -7-7 Fax Number: L() (Q -DA I ,�^ -OctDD Expiration Date: 1 Lc v- I ARCHITECT OF RECORD - Aill.plans:must be wetstamped by Architect .of Record Company Name: C CL L L' , SO 1 1 Mailing Address: L ( ---1', 6's t'I v e- - -1W M(- ff q � ic.)1 City Stale 3-1-110-11,71 Zip Day Telephone: -0(0 ( / U () c�' E -Mail Address: n-Dk (✓d' 1Nn �`E'4 A � t�t`50I') 4 VY ax Number: 2)� - Lo a 3` 44( A: - :: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: q i vve_ -0e- ? f + ;�/ n .� f \ '?P. ' 4 J �!--V\ (‘ Mailing Address: (0 () l� l t� De()(( let0 ) Q- 1\ ti CL-��`� L lA55 CiLy St Day Telephone: (' -) E -Mail Address: ( (1 V\ \ �..�11 Lk) S«± 1 11 �1 Fax Number: 9-'00 Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty — Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Ventilation Fan Connected to Single Duct Diffuser Thermostat 3 -15 HP /500.000 BTU 15 -30 HP /1,000,000 BTU — Floor Furnace Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 504- HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10.000 CFM Incinerator - Comm /lnd C 1 h J e •MECHANICAL PERMIT INFW'IATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: t^'U.- �� Mailing Address: TO / 2E I 1 City Stale Zip �J �j� Contact Person: t i� ` Day Telephone: tc� It ( G i 7 w E -Mail Address: OL,( M )/ ( V � - a 01/ 1 CD Fax Number: a. (05 s -113 L Contractor Registration Number: 1/11C` _K J h �� C I LfR Expiration Date: � (C7 Valuation of Mechanical work (contractor's bid price): $ -ei �L /1 0 J � Scone of ^ �/ cS Work (please provide detailed information): L1 P�A1� ,-.V"-1/V1 ,-.V"-1/V1 9- ,i)O.�.1i1\. +'► /1 � '1.)O '� �1 /1�� ' lJ` ) 6 2 y+ ! �f s or- ;� ©G> (fr- t Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...:g Replacement . -.. ❑ Fuel Type: Electric XL Gas....❑ Other: ndicate t of mechanical work being installed and the quantity below: Q:Wpplicalions\Forms- Applications On Lmc\3 -2006 - i cmtii Applicvion.doc Revised: 9 -2006 bh Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 clays following the date of application shall expire by limitation. Mailing Address: 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). 1 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 TI-HS PERMIT. BUILDING OWNER OP a ITWIP17. r_r.NT• Signature: _ _ • • Date Print Name: `�" ' " P/ / Day Telephone: (9 39 - 9 7 � City State Zip Q:V pplicationsVorms.Applicarions On Line13-2006 - Perm I Application.doc Revised 9 -2006 b6 - 3 - -oe Date Application Accepted: ( y Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 1023049069 Permit Number: M08 -264 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 11/03/2008 Applicant: KING COUNTY DATA CENTER Issue Date: Receipt No.: R08 -03986 Payment Amount: $10,288.00 Initials: WER Payment Date: 12/30/2008 10:01 AM User ID: 1655 Balance: $0.00 Payee: MCKINSTRY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 287874 10,288.00 ACCOUNT ITEM LIST: Description MECHANICAL - 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 RECEIPT Account Code Current Pmts 000.322.102.00.0 10,288.00 Total: $10,288.00 0905 12/30 9707 TOTAL 10288. 00 doc: Receipt -06 Printed: 12 -30 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY CORPORATION Receipt No.: R08 -03673 Payee: MCKINSTRY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 285717 2,572.00 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 RECEIPT Account Code Current Pmts 000/345.830 2,572.00 Total: $2,572.00 Permit Number: M08 -264 Status: PENDING Applied Date: 11/03/2008 Issue Date: Payment Amount: $2,572.00 Initials: WER Payment Date: 11/03/2008 02:07 PM User ID: 1655 Balance: $10,288.00 doc: Receiot -06 Printed: 11 -03 -2008 Project: l <IN6 0 ahitJit( fl Type of Inspection: Ner10 e, S / Address 3 S 5 12 0 p t Dateeledm T n Special Instructions: s Date Wanted: �r 3 — 3 0 _ � F lJr.- Requester: Phone No - - v (0 °S85 INSPECTION NO. INSPECTION RECORD Retain a copy with permit v PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20631 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: peJLLT i Date: . 3 d y �� $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: Proj ect: o /Nior (T 7.L)/4 Type of spection ?/ TiVS • Address: .33 5 S 12Q ?Z Date Called: Special histructions: Date Wanted: 4!) P. Requester: Phone No: 02 6 6- 7g- e/3 r ,r INSPECTION RECORD Retain a copy with permit INSPECT.ON"NO. PERMIT NO. CITY I► F TUKWILA BUILDING DIVISION t -- 6300 So thcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 60.00 REINSPECTION FEE EQUIR . Prior to inspection, feefnust be paid at 6300 Southcenter Blvd., Syife 100. Call to schedule reinspection. !Receipt No.: 'Date: COMMENTS: � 7117--t' Tav S7( / -Ow p/v Project: � /1 /N ' ( , l)9M Type of Inspectiogn: /Z h — , J V Address: _3 355 S l2GPL. Date Called: Special Instructions: Date Wanted: 2 — / c l — V 5 a- P►i p.m. Requester: Phone No _ c 64- 78 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 MMENTS: Inspector: pa Receip. o.: /26.54 -. .00 da INSPECTION RECORD Retain a copy with permit 'Date: Mo O _ PERMIT N I 70 Approved per applicable codes. El Corrections required prior to approval. INSPECTION F REQU ED. Prior to inspection, fee must be 300 Southcenter B . d., S ite 100. Call to schedule reinspection. Pr ject: ,. y C C. C r Type of Inspectio f i f ! - 1 -- - '\ rum! . Adddrees9� i t`I CJ S S�fi�� L1 ate CqIled: 1 Special Instructions: Date Wanted: ? - / 1 � p ' C ( p .m. Requester: Phone 9(19 1 7 (i) 0,5 COMMENTS: ' Ac tl Al n n J��di1 A l ! I L./ � 1\ % A -"\(* 1 4\ 1 - i 7 1/1 .1 - • ' 4 IU I ' Inspect r: ---- \ Q k 17` Date: _ / 2 `J 9: INSPECTION NO. Ei Approved per applicable codes. INSPECTION RECORD �� Retain a copy with permit I V' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -$6 ?0 Corrections required prior to approval. ri $60.00 REINSPECTION FEE IttEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. Receipt No.: !Date: COMMENTS: �/ . vJ� fe „4,?ol h , ,../ /i>6 eft G ar 4.-a_ . d.ie- hi; 1: 4 a /Volk/ Date Called: Special Instructions: Date Wanted: i — 3a - Q9 p.m. Requester: Phone No: - 7‘1 a.5 Project: - /- 11 4Ai i/ .� p of Inspecti " T' (r) ' ,Iv 9y. Addre�,s / 2U 9' Date Called: Special Instructions: Date Wanted: i — 3a - Q9 p.m. Requester: Phone No: - 7‘1 a.5 NSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 60.00 REINSPECTION F REQUID. Prior to inspection, fe must Call to scheduler inspection. aid at 6300 Southcenter B d., Su' a 100. Ca p n. 7 /t Dal- � 'Date: • COMMENTS: Type f Inspection: • f)f"ji') - ail/ Address: 3,3s5 s r2a /L Date Called: f A Z A 6* _ . Special Instructions: . Date Wanted: /— /J -6 / 0 t _se.s -( &r Aze --;&h -( 44 Requester: (b Aed 1 ► ks e,e_t (- is rOMC Phone No: -v-j- 6.-- 0 ° . L vh c t " - A A e f t SE - bJ ' .' 4 ,S. 1 . y Project , � J4/ () /N // J)41 17 Type f Inspection: • f)f"ji') - ail/ Address: 3,3s5 s r2a /L Date Called: Special Instructions: . Date Wanted: /— /J -6 / pm. Requester: Phone No: -v-j- 6.-- 0 ° . 6 .5 - c ) , INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I I-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. fl9d 2‘ y Corrections required prior to approval. Inspecto . r Date: 1 — --0 ❑ $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: 7 COMMENTS: Type of Inspection: I P‘ / Vri)r-\ / .S),az 1 tsii4i 0/— Address: - ?,-.7)-c-- , '-? /- . Suite #: ; Z • -7 k,,_ Contact Person: lv 1 A - rt Special Instructions: Monitor: Cot in k 1 p, o i Phone No.: 1 L.)62 2<, c, 34,2 V i. ‘ -- . ,--. 1; , : ' , c (-\... V - k CA' (.. - I) ' 4"•. - ..'")'• )c ‘ 4. P,•0 0 . .1 m vi . 1- v?-- Croc-1 2 1 )--; ‘1,1 ,1 ---, .1 i -7- - 2• i ?-,, -- - 01L\ c i2,3 • 7 - ‘;' - A i 1•;ko .0e. c , -:,{_7 1 -I f 7 P) , -.' C-11'■?.,',4 - 6 Y-L - -\ . • 0 IL. — Vt....-- 0 c\ 1 ni, Project: 14, r.„ 0" ( Type of Inspection: I P‘ / Vri)r-\ / .S),az 1 tsii4i 0/— Address: - ?,-.7)-c-- , '-? /- . Suite #: ; Z • -7 k,,_ Contact Person: lv 1 A - rt Special Instructions: Monitor: Cot in k 1 p, o i Phone No.: 1 L.)62 2<, c, 34,2 Needs Shift Inspection: Sprinklers: Y Fire Alarm: \ I Hood & Duct: t\I Monitor: Cot in k 1 p, o i Pre-Fire: • Of Permit' Occupancy Type: 6 - 1 INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 INSPECTION NUMBER Approved per applicable codes. pi Corrections required prior to approval. Inspector: Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ENINSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. INCOMPLETE haft 2b(,I om,r NOV 2 5 2008 November 25, 2008 ENW Project No. 99- 136030 -3 LE ''L'P'Y KING COUNTY DATA CENTER Intergate East Building 5 Tukwila, WA STRUCTURAL CALCULATIONS KtV1tVVcu rurt CODE COMPLIANCE APPROVED DEC 15 2008 City Of Tukwila BU ; D' D SION 6869 Woodlawn Avenue NE . Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.enwseattle.com RECEIVED DEC 02 2000 PERMIT CENTER 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 # 69,913C. o 33 PROJECT SOC DATE 2- y g SUBJECT 7-1 U6 1 CC (164 CA J 441-T7,i-L Frfc4c, 0 , 4 iler S kiP (I Z. 1 ) 2 ar? P -re 2 4 la Soj 're" m 2- 0 SQS ' - . P' x .,4 j Eg f • 7- 10•SC 4 2('') OP ' "-le . . /"? r MO. (-6 13., b - i JZ ' 3. • 1 . .. . . - I . ;1-lr ' ' • / ,',•,: .0 .3..0 . . (3.:5 .8 . :0.7o6 • A-k pe..c.. . Akio, P ikTt : C : .C 9 :r"e:. 0 317- ; a $-2, 6 , Q4 ! cwt. t . 3. I . o 2 ..; ,0A ski a.r Z ,5 ± - L.C . 1: 0 • 3- •02,G 6,4,47 . RE( cot, cirs 1,0 2 . Sr . Q4 .. . A li M14 4) Air C AO C er4 3 ,/,- 0 Z . ...- 0 . f ' . c) 54, : b, f.C7 paw 14i i,i)eiiy irt-J . :2r • 3 I °.` 3/4 .1.. HO...:.3.) .; ; .6;4 • :: .;,0.1706 A14 . .00i)**4-0/ ; 2...C : - 4 1 i ; . • ! ! , ! , , , , : , , ! • -4.if.if d• • f!-- .1. .: !,-- T • ) / t/ 0 942 /, 315 J.(02 SHEET 1 OF BY Pea 2/8 cleitc.s z 1,25-(eib6) 0 sa 3 AS D vac. . 1 /, .LS 'Cm444 ctv (eV!! Ho...64w FAcrt. Ty Ip 2 ) n ENS ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS c 686 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT # 9 y / 3 C„ 0 O- 3PROJECT 5 1 y 02f7/ C77( DATE /i / - v 3 SUBJECT SHEET 2 OF fit( Doc Soro°orT 7PP 3 Kw By ,D/'Z OL 15 0 Pvc e 2. /6S/1, 0, 3 3 /iiC f C 2 'sfjr ()OCT Si /elyeA95 /-f cAJf /fr Gv , p, 2 FP 0 (H Yff) (7' c. F) ' 7 s °(i) &3Q ' ni4` < I(<Ps) l to''c 5 42. ftYt /0( 786 3,15'2 1,86 hz -(. K Ce 3 9 3 ',,i6' 2,7 ?- G I 4 9' >5--( 26 7b sac' Z,lad i,24- W-G x) 5 63 4-73 /,59Z 1.13 d,23)' LC 3 84 < 0 2 Sz,O /_1- Z J 1 S 2.4 le _* PI, .2 ,2(0" 4 af SO 6+ z ) 2.r e--ersL F4uca1 0,4(c)6'1)(w06. - (3 -=S ) 0,5 W L v � V 4 S (4) ,,qr/ 7 21 t 0 ENS ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT # 66, 030 SUBJECT k-sv (,3, c x C . • 1 3 1 Z. I T2 I.18" Cow/19 T ti 1.41- to 0,q1" � 7 (tc1PJ V AT u6.7 If 5 f� 7-8B 1,E3( 1,301.. . (094 1.61 1,148 • s LS - / 0 • Y9 1,13 0,)1 • 630 /, i/L O,9 T 3' 5 ,3 � 4 4c PROJECT 5/ 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522 -6698 — Okr . s' / r By 0 i� -c� CD 1.13 4ay T A/36;0'6,14 T � � 2- 6,, /LS •t- N 1.42 43 .. 41 s kg ` 7.I kris t ;� z 7 0,33 *0.960 Jrfil ASn odbvf 3' / (0' 6 wa/6 T 0,54 V z l ,64 DATE `1' I, -Y7'� SHEET 3 OF P'"`t► / 11)- I (s.S) z /O.` I TL C Vtc., 0, 6 rn z l,44 (G9') Z 9,t`} K41. c _ /i. z 0,7()K 1 //2.4- . u y• O - c ' /70 L1.46 - 5) z 1,8 z. a-rh 1,24 r c z 6 'g 4 D 7'G k pp 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # J 91.3 6O L$ PROJECT (i / i �7 / t DATE A SUBJECT SHEET 4 OF M (Uk-r l,J4 ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS Oki o) I. 1 H (0,r) Company. EngineersNorthwed, Inc PS Sheet 1 of 5 ltaerapplication PROFIS Anchor 1.11.16 Specifier. Daniel M. Lale PE, SE Project 99136030-3 Address6869V1bodlawnAve. NE #205 Contract No.: Phone/Fax: 206-625 -7560 / - l onsble: Daniel M. Lale http: //vwuw.ushilti.coml E -Mail: danl@ewnseattie.com Location/Dete: Kng County Data Center -Sabey Data Cente Specs ler's comments: Anchor type and size: Kwik Bolt - Tensile Zone (K&7Z)- 11212) Effective embedment depth: h 2.00 in. Material: Carbon Steel Proof: de method ACI 318 / AC 193 Stand-off installation: e = 0.00 in. (no stand-off); t = 0.50 in. Anchor plate: CUSTOM; f,, = 36000 pa; 1„ x I„ x t = 7.88 x 7.88 x 0.50 in. Base material: aacled concrete 3000, f.' = 3000 psi; h = 420.00 in. Reinforcement condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Anchor Geometry M.1 plan view n Y %ctionA t:).5 z x 0 ' OL'£6£ ' OL'£6£ 00 x o 0 h I.=7 88 1 > a N section B A z Y .. > ...... h = 420.00 393.70 393.70 section A , l = 7.88 Loading Goveming loads[lb, in. -lb] Goveming loads[lb, in.4b] N = 420 Vr 0 N 420 Me. 0 bil 0 V 900 Z V 0 M 0 M 0 0 M. x Eccentricity ((rudural each on) [in.] e = 0.00; e, = 0.00 Seismic loads(craded concrete assumed; categoriesC, D, E, or F): yes V, =000 MF0 Input data and results must be checked for agreement with the existing conditions and fa pleusibigtyt PROFIS Anchor ( c )2003 Hite AG, FL -9494 Schaan Hilti is a registered Trademark of HlltI AG. Schaan Anchor Design valuespb] Shear force Proof Load V Strength $Vn Utilization Dv [%] = V Status Steel failure 900 3122 29 OK Pryout failure 900 1383 65 OK Concrete edge failure in direction x+ 900 704563 0 OK Anchor Design values[lb] Shear force Proof Load N. Strength 414, Uilization 13 N [ = Nkel$F Status Steel failure 420 5991 7 OK Concrete cone failure 420 1284 33 OK Anchor Tendon force Shear force 1 420 900 Uonaete cone tenure ANepni ANCJ n1 dn.] ;Ohl 36.00 36.00 393.70 4.50 User applicali on PROFIS Anchor 1.11.16 http://www. us hi hi .corni Company. EngineersNorthwest, Inc PS Specifier Daniel M. Late PE, SE Address 6869 Vlbodtawn Ave. NE #205 Phone/Fax: 206 -625 -7560 / - E -Mail: danl(c ewnseattle.com Sheet 2 of 5 Project 99136030-3 Contrail No.: Responsbte: Daniel M. Late Location/Date: King County Data Center -Sabey Data Cente Load case (governing): Anchor reactions pi)] Tendon forte: ( +Tendon -Pressure) max. concrete oompres ive strain [96e]: 0.00 max. conaete compressve dress [pd]: 0 resifting tendon for [lb]: 420 resifting compression force [lb]: 0 Tension Toad Steel failure Nse[ 10650 $ 0.750 keismlc 0.750 5991 420 Shear load Steel failure Tens on tVec1,N 1.000 Wec2.N 1.000 tVed,N 1.000 1 Vcp,N 1.000 kcr 17 Rpb] 2634 $ 0.650 kalsmlc 0.750 $Ncbep 1284 N,„[1 b] 420 Vsepb] 6405 $ 0.650 $sei 0.750 3122 Nt,a[ 900 Input data and results must be checked for agreement with the edsiing conditions and for plausiblIityl PROFIS Anchor ( c )2003 Hilti AG FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schrum N N - R 44 Rv = Vu /Wn wselsrnic Utilization (3N,V [e %] Status 0.327 0.651 5/3 64 OK V • wselsrnic $Vcbg[Ib] Vua[i 1459099 0.700 0.750 704563 900 I[in.] d c (in.] Avdin J Aveo[in1 1.00 0.50 280.00 330705.35 352800.00 ANefn] ANeol c[in.] ke 36.00 36.00 393.70 1.000 Reference for load Tenson [lb] Shear [lb] induding seisrnic excluding seismic induding sei a ni c excluding seismic seismic Section D.4.4 1167 - - 1257 - AC318 Section D.4.5 1070 - 1152 - User application PROFIS Anchor 1.11.16 http: /Mlww.us hi lb .coml Company.. EngineersNorttMest, Inc. PS Specifier. Daniel M. Lale PE, SE Address 6869 Vlbodlawn Ave. NE #205 Phone/Fax: 206 -525 -7560 / - E -Mail: danl@ewnseattie.00m Sheet 3 of 5 Project: 99136030-3 Contract No.: Responsble: Daniel M. Lale Location/Date: King County Data Center - Sabey Data Cente Wee( ,N 1.000 Wec2,N 1.000 Wed,N 1.000 Wep,N 1.000 lr 17 Nt[Ib] 2634 4) 0.700 7'seismlc 0.750 04 1383 900 Wed.V 0.981 1.000 Wee,v 1.000 Wc,v 1.000 tension and shear loads 0 or YNV =ON +av) /1.2 =1 Rene/NASD = R / q. T + VNeuowASP <= 1.2 nsion Proof tithe transmission Odle anchor loads to the supports Transmiaion of the anchor loadsinto the concrete Cheding the transfer of I oads into the base material is required in accordance with ACI 318! Shear resstance of base material Shear resstance of the base material must be cheded according to relevant approval or standard! sin anchor relevant (shear) Input date end results must be checked Inc epieement with the edsting oanditiens and fa plausibility! PROM Anchor ( e ) 2003 Hilti AG, FL-9494 Schoen Hllti Is registered Trademark of Hutt AG, Schoen (3/,,,ezti leer application PROFIS Anchor 1.11.16 http://www.us hi It .com/ Company. Engineers Northwest, Inc. PS Specifier. Daniel M. Late PE, SE Address 6869 VWodlawn Ave. NE #205 Phone/Fax: 206525 -7560 / - E -Mail: danlattie.com Sheet 4 of 5 Project 99136030-3 Contract No.: Respondble: Daniel M. Lal.e Location/Date: IGng County Data Center - Sabey Data Cente Warnings Condition A applieswhere the potential concrete failure aurfacesare crossed by supplementary reinforcement proportioned to tie the potential concrete failure prisn into the structural member. Conditi on B applieswhere arch supplementary reinforcement isnot provided, or where pullout or pryout strength govems IBC 1908.1.16, requiresthat the governing desgn strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-0 Section D.3.3.5 requiresthat the attachment that the anchor isconnecting to the structure shall be desgned sD that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the desgn strength of anchorsspedfied in ACI 318-0 motion D.3.3.3, or the minimum desgn strength of the anchorsdhall be at least 2.5 timesthe factored forcestransnitted by the attachment. Fastening meets the design criteria! Input data and results must be checked for agreement with the misting conditions and for plausIblllty PROM Anchor ( c ) 2003 Hilti AG, FL -9494 Schoen Hilti is a registered Trademark of Hilti AG, Schoen -3.94 3.94 3.94 -3.94 3.94 3.94 -3.94 -3.94 j i4t Lter applicati on PROFIS Anchor 1.11.16 http: //www.us hi It .com/ Company. Engineeis Northwest, Inc. PS Specifier. Daniel M. Lale PE, SE Address 6869 Vlbodlawn Ave. NE #205 Sheet 5 of 5 Project: 99136030-3 Contract No.: Phone/Fax: 206-625 -7560 / - E -Mail: danl &wnseattie.cam Responsble: Daniel M. Lale Location/ Date: King County Data Center -Sabey Data Cente Anchorpiate, steel: CUSTOM; t = 36000 psi Section type: - no profile (0.00 x 0.00 x 0.00) Hole diameter d = 0.56 in. Recommended plate thickness: not calculated Coordinates Anchor [in] Anchor x y 1 I 0.00 I 0.00 3.940 3.940 1 3.940 3.940 0 rn t+i y Anchorplate [in.] x y x x y Input data and results must be checked for agreement with the existing conditions and for plausibility! PRCFIS Anchor ( c ) 2003 Hilti AG FL -9494 Schaan Hilt( is a registered Trademark of Hilti AG, Schaan i ENS ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT # . 30830)3 SUBJECT H. LikiriL = 2 r 16 9( 2 4t - 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT SOC - 5 ! Y (Q, Q/¢M r DATE 11 - 21 - 08 Ltiv vge SHEET BY OF OM 4 O HEIGHT OF PARAPET, hp = 58.00 ft. BLDG. RIDGE HEIGHT, hr = 68.00 ft. BLDG. EAVE HEIGHT, he = 58.00 ft. MEAN ROOF HEIGHT, hmr =6800 it. Distance diaphragm is below roof = Walls fa comers = Walls _ Windward roof = Leeward roof = Windward roof = Leeward roof = Wails parallel to the wind = Windward Parapets = Leeward Parapets = Wall Support Elevation at Ridge = 66.44 fL Wall Support Elevation at Eave = 5544 ft. 2a = 46.40 ft. a= 23.20 ft. Loads to MWFRS Comeonents & Cladding ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 "" Property of Engineers Northwest, Inc., Seattle - Use by others unlawful '** PROJECT NUMBER: 99138030 PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila , WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings Laws 1E &4E 15.90psf 1 & 4 10.55 psf 2 -13.30 psf 3 -8.41 psf 2E -19.11 psi 3E -10.86 psf 5 &6 0.00psf AU 22.94 psf All -15.29 psf Joist depth a MBS buildings For MWFRS Comer design bad For Wall "Comer" design load MW FRS - Dianhcamn baIinn nar afkt to the riche Corner load (up to) 46.4 ft. from comers = Non-corner bad (more than) 46.4 ft. from corners = MWFRS - Diaphpacan loading Perpendicular to the ride Comer load (up to) 46.4 ft. from corners = Non-corner load (more than) 48.4 ft. from corners = MWFRS - Roof Uplifts Roof uplift load up to 48A ft. from exterior walls = Roof uplift load more than 46.4 ft. from exterior walls = Wall Design @ 1028 sq.ft. Crib. (Inward) = Wall Design fa 1028 sq.ft. trib. (Outward) = Wall Design ea 1028 sq.ft. trib. (Outward at Comers) = Wall Design @ 600 sq.ft. trib. (Inward) = Wall Design @ 600 sq.ft. trib. (Outward) = Wall Design (a 600 sq.ft. trib. (Outward at Corners) = Parapet only Design at Corners = Parapet only Design NOT at Corners = Create a separate bad case with all horizontal zones equal to 10 psf and all verbal zones equal to 0. Check this bad case as an Independent case and do not combine with the bad case at the left. 490 plf 330 plf 490 plf 330 pif -19.2 psf -13.4 psf 12.4 psf -13.8 psf -13.8 psf 12A psf -13.8 psf -13.8 psf 24.8 psf 24.8 psf 0,60 in./ff. 4-- USE 4---- USE 4-- 4-- USE 4- USE ♦- USE 4 USE 4--- USE 4 USE t-- USE 4 USE �- USE 4---- USE 4-- USE f- USE Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = -16.1 psf 41- USE -11.0 psf 41-- USE SHEET OF 5/24/07 2 11212006 ASCE7-05WIndMeth2.xds Category Importance Table 1 -1 pg.4 Factor Tattle 8-t II 1.00 III & IV 1.15 *** Property of Engineers Northwest, Inc., Seattle - Use by others unlawtu1. *•* AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7.05 Method 2 - Section 6.5.122.2 - Low -Rise Duldings INPUT CELLS = (Shaded) All references are to ASCE 7-05 for Sections, PROJECT NUMBER: 99136030 Figures, Tables & Equations PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila , WA DESIGN BY: DML PROGRAM LIMITATIONS 1 ) The btlhding h lgM h U JOT exceed the length nor width (a:rlgid :structure) . .. . 2.) :The Nandi SMUT , •excend'60 is tom. 2.) The roof stopONU TNOT - exeed 45 degrees. BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = Zone 1 2 3 4 5 6 IE 2E 3E 4E MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = GCpf Load 0.40 -0.89 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 BUILDING AND SITE INFORMATION INPUT 490.00 ft. 463.00 ft. 58.00 fL 58.00 ft. 0.25 In./fL Gable 68.00 ft. 85 rnph B 1.15 1.00 6.12 psf -10.55 psf -5.66 psf -4.43 psf -6.88 psf -6.88 psf 9.33 psf -16.36 psf -8.10 psf -6.58 psf Windward Parapets = 22.94 psf Leeward Parapets = -15.29 psf a = 23.20 ft. 2a = 46.40 ft. ENGINEERS- NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 OUTPtrr 68.60 fL 58.00 ft. 68.00 tt. 68.00 ft. (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees (EL (Y-0"to T.O.W.) (3 second gusts only fill ) Section 8.5.6.3 See table to the right Figure 6-4 & Eq. 63 Factor - I 5/24/07 DIRECTIONALITY FACTOR, Kd = 0.85 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:- 111 = Public Assembly &/or Hazardous ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRStt FROM ASCE 7 Figure 6-5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.8458 qh = 0.00256 Kz Kzt Kd V i (Eq. 6-15) qh = 15.29 psf EL.58 ft. Section 6.5.12.2.2 Low -Rise Buildings p = gh((GCpf) - (GCpl)1 (Eq. 8-18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf 1 0.40 2 -0.69 3 -0.37 4 -0.29 5 -0.45 6 -0.45 1 E 0.61 2E -1.07 3E -0.53 4E -0.43 1 Load 6.12 psf -10.55 psf -5.66 psf -4.43 psf -6.88 psf -6.88 psf 9.33 psf -16.36 psf -8.10 psf -6.58 psf LB = 0.94 B/L = 1.06 hmrfB = 0.118 hmr/L = 0.125 Internal pressure = +/- 2.75 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 11/21/2008 ASCE7-05WindMeth2.xds "* Property of Engineers Northwest, Inc., Seattle - Use by others unlawful*** "' PROJECT NUMBER: 99138030 PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila , WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 68.00 ft. BLDG. RIDGE HEIGHT, hr = 58.00 ft. BLDG. EAVE HEIGHT, he = 68.00 R. MEAN ROOF HEIGHT, hmr = 58.00 ft. Distance diaphragm is below roof = Wall Support Elevation at Ridge = 66A4 ft. Wall Support Elevation at Eave = 55.44 ft. 2a = 48.40 ft. a = 23.206. Loads to MWFRS I Eraken klINE Wain Walls et comers = 1 E & 4E 15.90 psf Walls = 1 & 4 10.56 pat Windward roof = 2 -13.30 psi Leeward roof = 3 -8.41 psf Windward roof = 2E -19.11 psf Leeward roof = 3E -10.88 psf Walls parallel to the wind = 5 & 6 0.00 psf Windward Parapets = All 22.94 psf Leeward Parapets = Ai1 -15.29 psf Comer Toad (up to) 46.4 ft. from corners = Non-corner load (more than) 46.4 ft. from corners = MWFRS - Diaahoaem Medina oermendicular to the ridge Comer load (up to) 464 ft. from corners = 490 plf Non-comer load (more than) 48A ft. from comers = 330 plf Roof uplift load up to 46.4 ft. from exterior walls = -19.2 psf ♦- USE Roof uplift Toad more than 48.4 ft. from exterior walls = -13.4 psf 4-- USE Comuonents & Cladding ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) 5/24/07 SEATTLE, WA. 98115 Joist depth @i MBS buildings For MWFRS Corner design load For Waft "Corner" design load MWFRS - Roof Uplifts ALM Create a separate toad case with all horizontal zones equal to 10 psf and alt vertical zones equal to O. Check this load case as an independent case and do not combine with the load case at the left. MWFRS - Diactnoanm oadirw aeraltel to the rides 490 pH 330 plf 4- USE f USE --- USE 4 USE Wall Design 1028 sq.fL trib. (l nward) = 12.4 psf 4- USE Wall Design @ 1028 sq.ft. Crib. (Outward) = -13.8 psf f-- USE Wall Design @ 1028 sq.ft. Mb. (Outward at Comers) = -13.8 psf 4-- USE Wall Design et 26 sq.ft. trib. (Inward) = 16.6 psf USE Wall Design @ 25 sq.fL trib. (Outward) _ -18.8 psf 4-- USE Wall Design CA 26 sq.ft. trib. (Outward at Comers) = 20.1 psf f USE Parapet only Design at Corners = 24.8 psf 4-- USE Parapet only Design NOT at Corners = 24.8 psf ♦-- USE Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) Roof overhang & canopies uplift (Zone 2) = 0,60 InJft. -11.0 psf ♦ USE -15.1 psf 4-- USE 2 1121/2008 ASCE7-05WindMeth2.rds Point Loads P1 Load(lb) 863 X- Dist.(ft) 6.00 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Combined Bending and Web Crippling Combined Bending and Shear 1996 AISt Specification w11999 Supplement Project: SABEY DATA CENTER - KING COUNTY DATA CENTER TI Date: 11/21/2008 Model: VERTICAL JAMB POST P1 I I R1 R2 10.00 ft Section : (2) 3828162-54 Boxed C Stud (X -X Axis) Maxo = 2213.2 Ft -Lb Moment of Inertia, I = 1.745 inA4 Fy = 50.0 ksi Va = 6891.2 lb Mmax Mmaxt Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2071.2 0.936 2071.2 Full 2213.2 0.936 0.572 L1210 Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft -Lb) Value Req'd ? R1 345.2 1.00 1493.9 0.0 0.28 No R2 517.8 1.00 1493.9 0.0 0.42 No P1 863.0 1.50 2644.9 2071.2 1.33 No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 345.2 0.0 1.00 0.05 0.00 0.00 NA R2 517.8 0.0 1.00 0.08 0.00 0.01 NA P1 517.8 2071.2 1.00 0.08 0.94 0.88 NA r Project: SABEY DATA CENTER - KING COUNTY DATA CENTER TI Date: 11/21/2008 (--) Model: VERTICAL JAMB POST R1 R2 10.00ft Point Loads P1 Load(lb) 863 X- Dist (ft) 6.00 Section : (2) 362S162 -54 Boxed C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 2213.2 Ft-Lb Moment of Inertia, I = 1.745 in ^4 Va = 6891.2 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 2071.2 0.936 2071.2 Full 2213.2 0.936 0.572 L/210 Combined Bending and Web Crlppllnq Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(1b) (in) (lb) (Ft -Lb) Value Req'd ? R1 345.2 1.00 1493.9 0.0 0.28 No R2 517.8 1.00 1493.9 0.0 0.42 No P1 863.0 1.50 2644.9 2071.2 1.33 No Combined Bending and Shear 1996 AISI Specification w/1999 Supplement P1 Reaction or Vmax Mmax Va intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 345.2 0.0 1.00 0.05 0.00 0.00 NA R2 517.8 0.0 1.00 0.08 0.00 0.01 NA P1 517.8 2071.2 1.00 0.08 0.94 0.88 NA Project: SABEY DATA CENTER- KING COUNTY DATA CENTER Model: HORIZONTAL LOUVER AT 2ND FLOOR f Flexural and Deflection Check Combined Bending and Shear 1998 AISI Specification w11999 Supplement 25.00 ft Section : (2) 6005162 -68 Boxed C Stud (X -X Axis) Maxo = 6577.1 Ft -Lb Moment of Inertia, I = 7.049104 4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Date: 11/21/2008 Fy = 50.0 ksi Va = 10935.5 Ib Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5390.7 0.820 5390.7 Full 6577.1 0.820 2.916 L/103 Combined Bending and Web Crirmlinn Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (In) (Ib) (Ft -Lb) Value Req'd ? R1 862.5 1.00 2201.8 0.0 0.47 No R2 862.5 1.00 2201.8 0.1 0.47 No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 862.5 0.0 1.00 0.08 0.00 0.01 NA R2 862.5 0.1 1.00 0.08 0.00 0.01 NA STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. November 25, 2008 SABEY CONSTRUCTION 12201 Tukwila International Blvd: Fourth Floor Seattle, WA 98168 -5121 Attn: Josh Johnson Re King County Data Center T.I. Permit #MO8 -264 Sabey Data Center SDC =52 Josh: We have received Building Department comments for the above mentioned project. The following are our itemized responses to the structural portions. 1. Mechanical items to comply with SMACCNA guidelines. Note that the two chillers shown on the roof plan were previously submitted under permit #D08- 280. This is noted on sheet S4,1. 2: See sheet S3.1 for outlines of mechanical ducts and sections A -3.1 and B -3.1 maximum spacing called out for the ducts showing supports. See also attached King County Data Center T.I. calculations, 3. Scope of work is infill of second floor opening to match original shell intent, add mechanical louvers and ducts in the second floor (see S2.1), support ducts off third floor (see sheet S3.1). If you have any questions, please call: Sincerely E EERS NOR WEST, INC, RS: niel M. -ke, P.E., S.E. Senior Project Engineer DL :jk ENW Project No. 99- 136030 MOkiI • (tio 0 RECEIVED INCOMPLETE DEC 022008 LT R# PERMIT CENTER • 6869 Woodlawn Avenue NE • Seattle, WA 98115 206:525:7560 • fax 206.522.6698 www.enwseattle.com November 4, 2008 Lou Bailey 5005 3' Av S Seattle WA 98134 RE: Letter of Incomplete Application # 1 Development Permit Application M08 -264 Sabey Corp — 3355 S 120 P1 Dear Mr. Bailey, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 11, 2008 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: M08 -236 • City qf Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008Uv108 -264 Incomplete Ltr #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: November 04 , 2008 Project Name: King County Data Center Permit #: M08 -264 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide structural calcs. for building elements where substantial mechanical loads will be added. Provide construction details for all proposed modifications to the building. If necessary upgrades have already been considered under a building permit, please provide permit # and page numbers relative to this work. 2. Show type and location of all lateral restraint systems for suspended ductwork. The plan should show the location of each brace and refer to a detail for specific installation details. 3. The application only shows two chillers listed under type and quantity of mechanical equipment. The plans show other equipment inside the building. Please verify scope of work on the plans and/or add equipment to the permit application. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ACTIVITY NUMBER: M08 -264 DATE: 12 -02 -08 PROJECT NAME: SABEY CORPORATION SITE ADDRESS: 3355 S 120 PL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # _ Revision # After Permit Issued DEPARTMENTS: 1A/ d � L n Buil DiVision Public Works Complete Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -04 -08 APPROVALS OR CORRECTIONS: Incomplete Planning Division n Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS R TING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12-25-08 n Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M08 -264 DATE: 11 -03 -08 PROJECT NAME: KING COUNTY DATA CENTER SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: , Bug Di , id° Public Works Complete Comments: Please Route Approved Notation: n TUESITHURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions 5(I i)- - -a Fire Prev Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: 1 1 1 ' 0 i - 4 1 0 3 Departments determined incomplete: Bldg )4 Fire ❑ Ping ❑ PW ❑ Staff Initials: n Permit Coordinator DUE DATE: 11-04-08, LETTER OF COMPLETENESS MAILED: Structural Review Required No further Review Required n DATE: DATE: Planning Division Not Applicable tit DUE DATE: 12 -02 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • 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 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / -- l — O 8 Project Name: Sabey Corporation Project Address: 3355 S 120 P1 Contact Person: -t-tA -- A a t 0- ► O -) Received at the City of Tukwila Permit Center by: Z Entered in Permits Plus on 010a4C \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: M08 -264 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Summary of Revision: oF 5 T - vc-TL2r 0(Iuv(s. Prw A p o ► r� vr.� �'' S "r v G 'ry rvre -t. Q w G, S S ! tpw ; •� h 4 t•!i r� L p Of) lyr./ U rC Nvee-1E✓4rvic,n wUtiK bPrnc it)gr6t1 bM R fp\ c. ✓a��t�v A-o 0 r rimes v p rnpeti Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision h RECEIVED CITY OF TUKWILA IDEC 0 2 2001 PERMIT c£NTE Phone Number: 2-°L - 35 6 —C 7C,`1 Name Role Effective Date Expiration Date PEDERSEN, JAMIE D AGENT 03/16/2006 Bond Amount ALLEN, DEAN C PARTNER /MEMBER 03/16/2006 104702039 MOORE, DOUGLAS J PARTNER /MEMBER 03/16/2006 ALLEN, DAVID E PARTNER /MEMBER 03/16/2006 ZURICH TEPLICKY, JOSEPH PARTNER /MEMBER 03/16/2006 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS 8 SURETY CO 104702039 01/03/2006 Until Cancelled $12,000.00 03/16/2006 Insurance Company Name policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 ZURICH AMERICAN INS CO CP03999903 01/31/200901/31/2010 $2,000,000.00 12/08/2008 ZURICH 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. City State Zip County Business Type Parent Company MCKINSTRY CO LLC 2067623311 PO BOX 24567 SEATTLE WA 98134 KING LIMITED LIABILITY COMPANY UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602569922 ACTIVE MCKINCL942DW CONSTRUCTION CONTRACTOR 3/16/2006 3/16/2010 WESTVI`121 RF GENERAL UNUSED Business Owner Informat'on Bond Information Insurance Information • https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= MCKINCL942D W • Page 1 of 2 12/30/2008 1_)El'A1 '! JV1ENT 01 LABOR ANC) IN.D1 ;'I;1LS REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 MCKINCL942DW 03/16/2010 EFFECTIVE DATE 03/16/2006 MCKINSTRY CO LLC PO BOX 24567 SEATTLE WA 98134 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.:' ## EXP .. DATE CC01 MCKINCL942DW 03/16/2010 EFFECTIVE DATE 03/16/2006 llctach And iispl:n Ccrtilictuc MCKINSTRY CO LLC PO BOX 24567 SEATTLE WA 98134 Signature Issued by DEPARTMENT OF.LABOR AIJD INDUSTRIES I certify this to be a true copy of the original Dated this 7th day of March 2008. Notary Public in and for the State of Washington Residing in Auburn My commission expires 1 -27 -10 Please Iemove And Sign Idelltlfi cat ion Card. Before Placing In Billfold JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10 -23 -08 SHEET NO: 84.1 CV 0) 0 Qa 0 7 E 0 CN Nf I U•) N 0) 0 0 P') 0 r) a) cn CV (/) w w CA a 0 z L LL 0 0 0 z x w z z 0 0 z 0 I N) 0 CC) 0) rn CS; 0) 0) a) 0) rn EXIST. ROOF INSULATION NOTE: 090 GALVANIZE ALL STEEL EXPOSED TO WEATHER NO BRACE READ, c A -4.1A EXTEND BEAM © PIPE SUPPORT BETWEEN CHILLERS Z6X6X4 X 0' -6" 4 "0 STD. PIPE w/ x i " "x0' -10" TOP R w/ 4- "0 A325N THRU -BOLT EXIST, W.F. PURLINS W.F. SECTION A -4.1 i " = 1' -0» EXISTING ROOF FRAMING PLAN PLAN Q KEY N.T.S. 18' -0" CHILLER MECH. UNIT 20,000LB MAX. CONT. W6x15 BELOW CURB A-4.1A SEE DTI... FOR BEAM SIZE CURB PER MFGR. 12' —O" \— W6x15 FRAME SCHEMATIC MMMOMMWMMMM REMOVE IST. BEAMS t� GRID 1 FOR NEW PERIMETER BEAMS SEE SHEET 35.1 Csi •.... L.L.. £ c T64 T64 1 \ 1 / 1 T64 1 T64 r Itt f ,i Y }RtOlr ui3*s.;' s ai ce ... , 6x .;N33' 118 ONT. 2 S "A R71 iV6x1'5 !'6 1 5 rte, AVIMESIMI EgftE DakiNg W3Dx201 CONTJ 2 SPAN Eff W271 1 1/W30x99 DI C68' 3401 k otrr. _2 C V 1' -6" 27' -1" O—H=+ r. I c *-100 co r te ') 0 R IO 1 1 1 in 27' -4i" 25' -5 " 27 ' -4 1" 29' -4" 27' " 27' -9" 27 29' -46" xA* u EXIST. ROOF FRAMING PLAN 26' -2" " = 1' -0» f NI* x01'4- ...-- CO (0 I 1 1 NOTE: THESE 2 UNITS PART OF PERMIT #D08 -280 PREVIOUSLY SUBMITTED 26' -24" 8-avi 26' -2" 4 51 4' -9 it.4'1t : 9�1t ODE. Ct,. WO pkG i3 5.0-91.1AG 01 RECEIVE DEC 02 2000 PERMIT CENTh in M i'1 cv 0 0 C:? 0 to z 0 0) N Y+ co co co 1 05 r • V g.3 to co LL z W z V) 0 W z c n w 2 o co d (- o LO W C\J p W . O It ch LU co O z Z o CV 0) 0 Qa 0 7 E 0 CN Nf I U•) N 0) 0 0 P') 0 r) a) cn CV (/) w w CA a 0 z L LL 0 0 0 z x w z z 0 0 z 0 I N) 0 CC) 0) rn CS; 0) 0) a) 0) rn EXIST. ROOF INSULATION NOTE: 090 GALVANIZE ALL STEEL EXPOSED TO WEATHER NO BRACE READ, c A -4.1A EXTEND BEAM © PIPE SUPPORT BETWEEN CHILLERS Z6X6X4 X 0' -6" 4 "0 STD. PIPE w/ x i " "x0' -10" TOP R w/ 4- "0 A325N THRU -BOLT EXIST, W.F. PURLINS W.F. SECTION A -4.1 i " = 1' -0» EXISTING ROOF FRAMING PLAN PLAN Q KEY N.T.S. 18' -0" CHILLER MECH. UNIT 20,000LB MAX. CONT. W6x15 BELOW CURB A-4.1A SEE DTI... FOR BEAM SIZE CURB PER MFGR. 12' —O" \— W6x15 FRAME SCHEMATIC MMMOMMWMMMM REMOVE IST. BEAMS t� GRID 1 FOR NEW PERIMETER BEAMS SEE SHEET 35.1 Csi •.... L.L.. £ c T64 T64 1 \ 1 / 1 T64 1 T64 r Itt f ,i Y }RtOlr ui3*s.;' s ai ce ... , 6x .;N33' 118 ONT. 2 S "A R71 iV6x1'5 !'6 1 5 rte, AVIMESIMI EgftE DakiNg W3Dx201 CONTJ 2 SPAN Eff W271 1 1/W30x99 DI C68' 3401 k otrr. _2 C V 1' -6" 27' -1" O—H=+ r. I c *-100 co r te ') 0 R IO 1 1 1 in 27' -4i" 25' -5 " 27 ' -4 1" 29' -4" 27' " 27' -9" 27 29' -46" xA* u EXIST. ROOF FRAMING PLAN 26' -2" " = 1' -0» f NI* x01'4- ...-- CO (0 I 1 1 NOTE: THESE 2 UNITS PART OF PERMIT #D08 -280 PREVIOUSLY SUBMITTED 26' -24" 8-avi 26' -2" 4 51 4' -9 it.4'1t : 9�1t ODE. Ct,. WO pkG i3 5.0-91.1AG 01 RECEIVE DEC 02 2000 PERMIT CENTh in M i'1 cv 0 0 C:? 0 to z 0 0) N Y+ co co co 1 05 r • V g.3 to co LL z W z V) 0 W z c n w 2 o co d (- o LO W C\J p W . O It ch LU co O z Z JOB NO: 99136030-3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10- 23-08 SHEET NO: r ^ 3.1 a) 0 3 L ID E 0 N aQ 0 I N 2x2xi" ANGLE 1 CAD 45' LONGITUDINAL 1 @ 45' TRANSVERSE 2 THREADED ROD SUPERSTRUT A -12 CHANNEL SUPERSTRUT A -12 CHANNEL 25' MAXIMUM SPACING DETAIL A -3.1 N.T.S. 2x2x 3 " ANGLE 1 @ 45' LONGITUDINAL 1 @ 45' TRANSVERSE w/2-1"O "o HILTI T Z NCHOR (EMBED 3�" MIN.) INSPECTED INSTALLATION PER ICC- ESR -1917 THREADED ROD " THREADED ROD C12x20. W30x9 L4x4x* B ACE PER 27' -4;" 28'- 8" CONC SLAB or 18GA. W2 FORMLOK NECK- 2T-44" 29' -4 3B3 1 W27x84(40) W30x99(30) W30x108(30) W33x118(30) 4x4x CE' PER W33x 118(30) W33x 130(30 x130(30) 0' 99(54) W33x152(30) W30x99( 4) ' --L4x4x Bt *CE SUPERSTRUT A-12 CHANNEL MAXIMUM SPACING DETAIL B -3.1 N.T.S. 1' -6„ 27' -1„ 8 ?" THREADED ROD 24' -94" ( " HILTI T Z ANCHOR EMBED 3:" MIN.) INSPECTED PER ICC ESR -1917 INSPECTED INSTALLATION 27' 3RD FLOOR DUCTS Q EXISTING ROOF FRAMING PLAN KE PLAN N.T.S. 27' -9" =1 — 0 27' -9i 29' -4i" 26'-2" 26' -- Mo -zee+ 26' -2" 1 le 27' -9 EXIST. COL. TO BE REMOVED 1ST. COL TO o BE REMOVED SEE SHEET S5.1 FOR GRID 0 BEAMS EXIST. COL. TO BE REMOVED 0 PER SEE SHEET 58.2 24' -7 L4x!x B CESPR 0 r) 0 " r e ) N 0 ECEIVED DEC 02 2008 PERMIT CENTEF a z E_7 0 z r 1 (1) 0 d 0 C J LL d w H z W H F-- >. ( r I' a W . c0 z <` O Lt c i f W I— Z w z JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10 -23 -08 SHEET NO: S2.1 27' -0" 20 : _O „ EXIST. P.C. PNL. 40 '_ O " li EXIST. M.B.S. SHEATHING 4 I ASE R i"x6 "x0' -11" w/ "0 HILTI KWIK BOLT TZ EXIST. FLOOR BM. SUPPORT KNEE BRACE TOWFT &B KEY PLAN N.T.S. L 2 KNEE BRACE EA, END OF OPNG. WELD R ' "x8x0' —11" w/ 4— 0.145 o HILTI x EDNI FASTENERS 2- 6005- 162 -54 BUILT UP HORIZ. BM. & VERT. POST HORIZ. TOP & BOT. OF LOUVER w /4� #10 (1E. COR.) ©12oc SECTION A -2.1 12GA. x 4 "x0(" R. EA. SIDE w /3— #10 EA. SIDE TO POST 12GA, R TO BASE R 12GA. R TO BASE R EXIST. CONCRETE ON METAL DECK EXIST. BEAM " = 1' -O" AREA OF WORK CAA EXIST. METAL HORIZ. GIRT— SAWCUT & ATTACH TO BUILT —UP POST w/ 12GA 3 "x3 "L BENT R w /3— #10 EA. WAY t9 DTL a3 —a3 12GA. BENT R. 3 "x3 "L TOP & BOT. w /3— #10 EA. WAY TO LINTEL & POST DTL a2 —a2 11" TYP. DTL a 1 --a 1 12GA. x 4 "x0i" R EA. SIDE w /3— #10 EA. SIDE TO POST EXIST. METAL DECK SHEATHING TO BUILT —UP LINTEL w/ #10 C� 6 "oc 1 1 1 1 1 1 1 1 1 1 1 1 1 C-1.1 EXISTING W24x76 ING W24x76 0) N 0) N 0 0 0 0 0 ro ''NEW LOUVEF 600 —S- 162 -68 16 "oc VERIFY T.O.S. (VERIFY) I FF = 40' -0" 3RD FLR. 27' —0" FIELD VFY. TOP IF EXIST P.C. PANEL o FF = 20' -0" 2ND FLR. —0" 1'- „ 27' -1" 24' -94" 27' —41" 30' —0" 27' -41" 29' -4�" 6 NOTES: 1. TOP OF STEEL 2. SEE SHEET 56. 3. SEE SHEET SO. 4. ( ) INDICATES 30' —0" 27 9 1 2 " 29 —4$" Om- ELEVATION 19' -5 i " TYP. U.N.O. 1 FOR TYPICAL DETAILS. 1 FOR QENERAL NOTES. # OF 4 "ox32" W.H.S. © INFILL JOISTS & GIRDERS. 30' --0" OW- 27' -9" 24' - 64" 30' -O" 27' —94" 29 ' -4 i" 29 — EXIST. FRAME ALONG GRID (L ' " =1 -0 26' -2" 29' -4" 8 Tg " =1' - N 30'-5 26' -25" 24'— 2nd FLOOR FRAMING PLAN Q EXIST. FIELD VFY. EXISTING (58)— i" ox3i" W.H.S. ' a I 6i CONC. SLAB ON 1 A. W2 FORMLOK DECK B -1.1 1 FIELD VY. EXISTING {16) -- "�x33" W H.S. FIELD V.F. EXISTING (58)— Ox32" W.H.S. -- 717 E 0 is M 08- 2 G,LI >z 26' -2" 28' -7" 1 1 1 1 1 1 INFILL EXIST. FLOOR OPNG. CM BUILT -UP LINTEL BUILT --UP POST PER SECT. A -2.1 11 k .4— RECEIVED DEC 02 2008 PEHIVIIT GENTI F+ z 0_ N a 0 C/2 w a h rn r z W N co co 1 0) d I M LO sf�7 Z 0 8 w 0 z 0 J Lv z 11 z L 0 0 LL. z N z FL t.' z 0)0 w 1- z Iu 0 a 1- 1 - z 0 t 0 z Cr) BOLT SCHEDULE BEAM SIZE BOLTS R SIZE W12 (3) " 0 4ix *x0' -81 W14 &W16 (3) /CO 4 xix0' -8-i W18 (4) 11"0 44x x0'-1 W21 (5) "o 4 *x *x1' - 2 W24 (5) 7 41xix1' -3 W27 (6) "0 41xix1' -6" W30 (7) i"0 41+11-9" JOB NO: 99136030 -3 ENGINEER: D. LAKE DRAWN: B. PATEL DATE: 10 - 23 - 08 SHEET NO: s1.1 (0 c of U z 0 E N) cv CC) 0 I U) 0 0 0) cn I w z z w 1 I U.1 z w U I- 0 I 0 M r7 rn cn a) rn "473x3 WHS PER PLAN IN AREN'HESIS ( ) BM. PER s 20' -O" SECOND FLR. 1 2nd FLOOR SECTION A -1.1 SECTION B-1.1 BM. PER PLAN EXIST. COL. j "Ox3i" W.H.S. ( ) PER PLAN - 1i" FOR "0 BOLTS 1? FOR 8 "0 BOLTS CONT. 20GA CLOSURE STRIP i" ox31" W.H.S. ( ) PER PLAN TYP. BM. CONN. SECTION C -1.1 2„ - 1 , -O „ 4 — WF BM. PER PLAN NOTE: ALL g "o BOLTS SHALL BE A490N GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1, DESCRIPTION Building Name & Site Location - Sabey Data Center SDC52O1 - King County Data Center Building Dept. Contact - Mr. Dave Larson (206) 431 -3670 2. DESIGN CCDE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load 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.0.) 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. ALL FIELD INSTALLATION OF CONCRETE ANCHORS & 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). 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. CONCRETE ANCHORS & ANCHOR BOLTS: WELDING: 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. 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 = BETWEEN 271 BOT, = BOTTOM BLDG, = BUILDING B4O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG, = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC -r CONCRETE C,I,P. = CLEAR = CAST IN PLACE CLR, CONT, = CONTINUOUS C,J, = CONSTRUCTION JOINT C,S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA, EACH E.E. i --2 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 GAGE WAY F,O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F,O.W, = FACE OF WALL FTG. = FOOTING GA, = GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I,C,B4O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. INSIDE FACE INC, = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = L ONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER N.F. N.T.S. o/c 0,F, 0.S. 0.T.0. 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. C 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 M08 - z(0y RECEI®g' DEC 02 'ZO; s PERM! I CENT :. z CO CO ID CO CD z co cr, z 0 lac co co 0, w 1 -- z w z (/) o W 1.- z w L0 >. 1"• z 0 0 0 z v co CL co CD U � (C1 Q C7 N r-- n . c1 L LO CO RETURN FANS TAG # CH -52A2 TAG # QUANTITY OF ASSEMBLIES, QUAN. OF MODULES RF- 5201 -A, RF- 5201 -B, RF- 5201 -C, RF- 5201 -D 10 (30T) MODULES EACH QUANTITY AIRSTACK ASP -30 4 NOMINAL TONNAGE BASIS OF DESIGN MANUF. TOTAL TONS AT SPECIFIED CONDITIONS GREENHECK 268.1 MODEL 13.4 VADS- 54H21- 27 -B50 AMBIENT TEMPERATURE FOR RATING( °F) LOCATION 95 °F 2ND FLOOR ROOM 5203 YES - 0 °F SERVICE GLYCOL PERCENTAGE IN FLUID (PE) VAV RETURN AIR 20 FAN TYPE 460/3 DIRECT DRIVE MIXED FLOW SHORT CIRCUIT INTERUPT CAPACITY AIRFLOW 22,000 AMPS 77,500 CFM 25A PER COMPRESSOR STATIC PRESSURE CHILLER SINGLE POINT POWER 2" YES. PER 5, 30TON MODULES BHP 2 @ 292 AMPS 46.84 HP CHILLER MOP (FOR 10, 30TON MODULES) MOTOR HP 2 @ 350 50 HP 1.05 VOLTAGE /PHASE FACTORY MOUNTED STARTER 480V/30 YES MOTOR EFFICIENCY 3.37 COP 87.5% OR BETTER MIN INEGRATED PART LOAD VALUE (IPLV PER ARI 550/590) MOTOR RPM 18.8 IPLV 1770 51/40 °F VFD EVAPORATOR GPM BY MECHANICAL 621 GPM TWO SPEED MOTOR R -407c NO ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL. BASE) MOTOR ENCLOSURE 364 "x72 °x78" TEFC 20,000 LBS PER 10, 3OTON MODULES ADJUSTABLE PITCH /FIXED PITCH SHEAVE UNIT DISCONNECT NEITHER, VFD FOR ADJ. BY ELEC. OVERALL HEIGHT YES 59" ' OVERALL WIDTH 76.5 59" YES OVERALL LENGTH (DOES NOT INCLUDE ACCESS SECTION) NA 69" NA MOUNTING TYPE NA SUSPENDED NA MOUNTING POSITION NA H ORIZONTAL YES TOTAL WEIGHT (LESS ANY ACCESSORIES) • 1800 LBS BASE NA ISOLATOR NA THRUST RESTRAINT NA FLEX CONNECTOR YES MOTION RESTRAINT NOT REQUIRED SMOKE DETECTOR NOT REQUIRED DISCONNECTS BY ELEC. STARTER (BY ELEC) NR VFD CONTROL (McK PROVIDE, ELEC INSTALL) YES ELECTRONIC 0 & M DATA YES 110 V. SERVICE OUTLET WITHIN 25' BY ELEC. OPTIONS/ACCESSORIES SPECIAL COATINGS NA OSHA APPROVED MOTOR COVER NA BELT GUARD NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA WIND SHROUD NA SPARK RESISTANT NA MOTORIZED DAMPER PER SEC 1412.4.1 NA SOUND POWER BY OCTAVE BAND INLET 63 107 125 108 250 105 - 500 101 1000 100 2000 101 4000 96 8000 96 MODULAR AIR COOLED SCROLL CHILLER SCHEDULE TAG # CH -52A2 CH -52B2 QUANTITY OF ASSEMBLIES, QUAN. OF MODULES 10 (30T) MODULES EACH 10 (30T) MODULES EACH MANUFACTURER AIRSTACK ASP -30 AIRSTACK ASP -30 NOMINAL TONNAGE 300 TONS 300 TONS TOTAL TONS AT SPECIFIED CONDITIONS 268.1 268.1 MINIMUM CAPACITY @ SPECIFIED CONDITIONS 13.4 13.4 AMBIENT TEMPERATURE FOR RATING( °F) 95 °F 95 °F LOW AMBIENT OPERATION /ACCESSORIES YES - 0 °F YES - 0 °F GLYCOL PERCENTAGE IN FLUID (PE) 20 20 VOLTAGE /PHASE 460/3 460/3 SHORT CIRCUIT INTERUPT CAPACITY 22,000 AMPS 22,000 AMPS COMPRESSOR RLA 25A PER COMPRESSOR 25A PER COMPRESSOR CHILLER SINGLE POINT POWER YES. PER 5, 3OTON MODULES YES. PER 5, 30TON MODULES CHILLER MCA (FOR 10, 3OTON MODULES) 2 @ 292 AMPS 2 @ 292 AMPS CHILLER MOP (FOR 10, 30TON MODULES) 2 @ 350 2 @ 350 kW /TON @ ARI CONDITIONS 1.05 1.05 FACTORY MOUNTED STARTER YES YES MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550/590) 3.37 COP 3.37 COP MIN INEGRATED PART LOAD VALUE (IPLV PER ARI 550/590) 18.8 IPLV 18.8 IPLV EVAPORATOR CONDITIONS(EWT /LWT) 51/40 °F 51/40 °F EVAPORATOR GPM 621 GPM 621 GPM TYPE OF REFRIGERANT R -407c R -407e ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL. BASE) 364"x72"x78" 364 "x72 °x78" UNIT OPERATING WEIGHT 20,000 LBS PER 10, 3OTON MODULES 20,000 LBS PER 10, 3OTON MODULES UNIT DISCONNECT BY ELEC. BY ELEC. VICTAULIC PIPE CONNECTIONS YES YES NOISE CRITERIA MAXIMUM DB LEVEL 30 FEET FROM CHILLER 76.5 76.5 EXHAUST FAN SCHEDULE TAG # EF- 5201 -1 BASIS OF DESIGN MANUF. GREENHECK MODEL BDF LOCATION 2ND FLOOR 5201 SERVICE SUITE 5201 PRINTER EXHAUST FAN TYPE BELT DRIVE CABINET CFM (OPERATING, @ 70F) 2,800 CFM (SMOKE CONTROL, A 165F) 1 EACH NA 0.5" T.S.P. (OPERATING ) T.S.P. (SMOKE CONTROL) NA BHP OPERATING) 0.62 BHP SMOKE CONTROL) NA MOTOR HP 1 VOLTAGE /PHASE 480/3 MOTOR EFFICIENCY 85% MIN MOTOR RPM 1750 VFD YES TWO SPEED MOTOR NO DIRECT DRIVE /BELT DRIVE BELT ADJUSTABLE PITCH /FIXED PITCH SHEAVE ADJ FAN RPM (OPERATING) 528 FAN RPM SMOKE CONTROL NA FAN CLASS 1 FACTORY CURB NA SITE BUILT CURB BY G.C. NA OVERALL HEIGHT 24" OVERALL WIDTH 30 OVERALL LENGTH 36 TOTAL WEIGHT (LESS ANY ACCESSORIES) YES 150 NA BASE ISOLATOR SPRING HANGER THRUST RESTRAINT NA FLEX CONNECTOR INLET AND OUTLET MOTION RESTRAINT YES EMERGENCY POWER NO SUPPLY SMOKE DETECTOR BY ELEC. DISCONNECTS wNFD SCR CONTROL (McK PROVIDE, ELEC INSTALL NA ELECTRONIC 0 & M DATA YES BMS ENABLED AND CONTROLLED YES 110 V. SERVICE OUTLET WITHIN 25' NA GREASE EXH. UL 705/762 NA SPECIAL COATINGS NA OSHA APPROVED MOTOR COVER NA SPARK RESISTANT NA MOTORIZED DAMPER PER SEC 1412.4.1 YES SON ES • VARIABLE FREQUENCY DRIVE SCHEDULE TAG # VFD- RF-- 5201A, VFD -RF -5201 B, VFD-RF-5201C, VFD -RF -5201 D VFD-EF-5201-1 BASIS OF DESIGN MANUF. ABB ABB MODEL ACH 550 SERIES ACH 550 SERIES LOCATION INDOORS INDOORS SERVICE RF-5201A & B RE-5201A & B MOTOR(S) SERVED QTY 1 EACH 1 EACH TOTAL MOTOR(S) SERVED HP 60 EACH 1 EACH 460 / 3 VOLTAGE /PHASE 460 / 3 TOTAL FLA Rigid attachment none required MIN HERTZ NO NA shown. Overall, allow 4" MANUAL SWITCH BYPASS YES YES AUTO BYPASS NO NO REMOTE INITIATE BYPASS NO NO DISCONNECT BY FACTORY -- — FUSED DISCONNECT BY E.C. YES YES CONTROL INTERFACE YES, BACNET YES, BACNET FACTORY PROVIDED REMOTE RESET INTERFACE NO NO CONTACTOR SELECTOR NO NO INPUT LINE REACTOR YES YES OUTPUT L.C. FILTER YES YES NEMA ENCLOSURE OPTION NEMA 1 NEMA 1 Duct system SMACNA Pressure & Dimensions Materials Fittings Purchased fittings Insulation Seismic (besides Testing requirement or Section Seal Classes (Inside, overall) (duct, lining) (shop built) (dampers, louvers) (indoor, outdoor) normal hangers) (field testing) HVAC Supply SMACNA 2" pressure, seal class A Inside clear dimensions Unlined galvanized duct, see submittal for Square corner w/ inserts or 1 -1/2 Hr airfoil smoke Outdoor: R -7, alum. jacket Rigid attachment none required medium pressure NO NA shown. Overall, allow 4" gauge and reinforcement. Rectangular to have 5 -gore elbows, centerline radius of 1.0o fire dampers per 9 to structure VOLT /PH (From AHUs) PROVIDE OPPOSED BLADE DAMPER add( for flanges on rectangular TDF connections, round may be spiral. Flex: 4' max. length, Thermaflex GKM or equal Conical tees for bidirectional flow. UL555S 110V N.C. operator outside duct Indoor: R -3.3 6.6 AMPS YES HVAC Return /Exhaust SMACNA 2" pressure, seal class A Inside clear dimensions Galvanized duct, 1" lining only where Square corner w/ inserts or 1 -1/2 Hr airfoil smoke Outdoor: R -7, alum. Jacket Rigid attachment none required medium pressure PROVIDE STANDARD #26 WHITE FINISH shown, also OD for round. indicated on plans. See submittal for gauge 5 -gore elbows, centerline radius of 1.00 fire dampers per YES to structure (Inlet to AHUs/ Fans) Overall, allow 4" add'( for flanges on rectangular, plus and reinforcement. Rectangular to have TDFconnections, round may be spiral. Flex: ducts and 4" from sides of trench. Conical tees for bidirectional flow, UL555S 110V N.C. operator outside duct Indoor: R -3.3 SDC 5201 FAN TERMINAL UNIT SCHEDULE TERMINAL UNIT NUMBER FTU- 5201 -1 TAG # BASIS OF DESIGN (OR EQUAL) MAKE NAILOR BASIS OF DESIGN - PRICE MODEL NO. MODEL 35SE -- VALVE SIZE (IN1 18 MAXIMUM CFM FAN SIZE 7 2400 VAV BOX PRIMARY MAX CFM 2860 24 X 24 VAV BOX PRIMARY MIN CFM 770 T -BAR VAV BOX FAN (FM) 2800 MATERIAL SOUND LINED INLET BOOT RQD (Y /N) NO NA PROVIDE PLENUM OR TRANSITION TO RECTANGULAR DISCHARGE PLENUM ELECTRIC HEAT KW 9 NO VOLT /PH 460/3 PROVIDE OPPOSED BLADE DAMPER AIRSIDE HEATER (DT) 10 NO FAN MOTOR Watts 6.6 AMPS YES VOLT /PH 277/1 STEEL NOTE NUMBER 1,2,3,4,5,6 NO AREA SERVED PRINTER ROOM NO RETURN AIR GRILLE SCHEDULE DEVICE TYPE EGGCRATE (EC) TAG # EC1 EC2 EC3 BASIS OF DESIGN - PRICE MODEL NO. 80F - SIZE PER CFM ON DRAWING RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) -- -- -- MAXIMUM CFM 600 1200 2400 FACE SIZE 24 X 12 24 X 24 24 X 48 MOUNTING (PROVIDE FRAME SUITABLE FOR CEILING TYPE) T -BAR T -BAR T -BAR MATERIAL ALUM ALUM ALUM PROVIDE PLENUM OR TRANSITION TO RECTANGULAR 16X16 -- 24 X 24 PROVIDE FRAME FOR DUCTED APPLICATION NO NO NO PROVIDE OPPOSED BLADE DAMPER NO NO NO PROVIDE STANDARD #26 WHITE FINISH YES YES YES DIFFUSER SCHEDULE TAG # DT6 DT8 DT10 DT12 DT14 BASIS OF DESIGN - PRICE MODEL NO. SMCD SMCD SMCD SMCD SMCD RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) 6" RD. 8" RD. 10" RD. 12" RD. 14" RD. MAXIMUM CFM 110 220 350 500 880 NECK SIZE 6X6 8X8 10X10 12X12 16X16 FACE SIZE 24 X 24 24 X 24 24 X 24 24 X 24 24 X 24 MOUNTING (PROVIDE FRAME SUITABLE FOR CEILING TYPE) T -BAR T -BAR T -BAR T -BAR T -BAR MATERIAL STEEL STEEL STEEL STEEL STEEL PROVIDE SHEET METAL OR DUCTBOARD PLENUM NO NO NO NO NO PROVIDE STANDARD #26 WHITE FINISH YES YES YES YES YES VAV PINCH BOX SCHEDULE ALL DIMENSIONS ARE IN INCHES UNIT NO. VAV- 5201 -1 VAV- 5201 -2 NAILER MODEL NO. 30 R 30 R UNIT SIZE 16 8 INLET DUCT SIZE (IN) 19x10 8 OUTLET DUCT SIZE (IN) 28x12.5 1 2x1 2.5 PRIMARY MAX. CFM 2440 860 PRIMARY MIN, CFM 300 200 v 0 0 0 0 0 R rj v, c 0 0 R 0 0 R (i; 0 c 0 0 cr; 0 0 0 0 c 0 0 Notes: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. 3. Fiberglass duct liner is not to be used. 4. Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. Ductwork Sniecification FAN TERMINAL UNIT SCHEDULE NOTES 1 SERIES FAN POWERED TERMINAL UNIT- PRESSURE INDEPENDENT, SIZE AS LISTED. HEATER CAPACITY INDICATED FOR UNITS 2 FACTORY OPTIONS INCLUDE: 24V TRANSFORMER, 50 VA MIN RATED FACTORY MOUNTED FILTER RACK, PROVIDE 3 SETS OF FILTERS EACH INTERNAL INSULATION FUSED DISCONNECT 3 PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED FUSED DISCONNECT UNLESS NOTED OTHERWISE. 4 PROVIDE ECM MOTOR W/ FACTORY PRESET CFM 5 ALL HEATERS WITH MERCURY CONTACTORS. 6 PROVIDE 2 STAGE HEATER FOR UNITS WITH HEATER SIZES 6 KW AND GREATER MO8 2'4 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: McKINSTRY DIVISION: SHEET TITLE: SHEET NUMBER: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503- 331 -0234 www.mckinstry.com - EXPIRES: 9 -21 -09 11 /03/08 PERMIT SET ,®12/01/08 NO. DATE DESCRIPTION ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: 11-02-08 SCALE: SEE DRAWING HVAC SPECIFICATIONS AND EQUIPMENT SCHEDULES "",CE1WEP DEC 02 2008 F MI [ CENT 0 um I‘ CERTIFIED NCR • Jou DUST01 OLIVOM JOB NU • MAON DWG. . iitEICRRED:: MASON INDUSTRIES, Inc, ivrmotootoro,Po of Vbrabon Coning Prodticts MO Li o Dr ) W Crg momt :NEU E . ■40011 NY 117118 Anialliodm 2 4/545 - IVI3e FAX Et15/346-0279 TM 7 II 4/53$.F573$ 7 I1CF,FIC 96-84E4 • 1 ), 6,1 DIAMETER A307 STEEL BOLT - I,FER SRACII LocovrtON UNIT: GREENHEC101111;15ENfliollaol,,_ 'WEIGHT: .351) LES gi NOT TO SCALE SUPPORT STRUCTURE I T .1, EQUPMENT ELEVArIGN EQU11 TOP VIEW EQUIPMENT HANGING DETAIL RE1 0 IJC-1 (OPA0 39' AX SPA,CiNG REF, X,5A ST,IFTENB":11 STRUT OF ROD 'EACEEDS 21') \ THREADED ROD SOBH-2 REF, A2 3116" DIAMETER _STEEL AIRCRAFT CABLE, 7 19 STRAND CORE DUCT CONNECTIONS PER MANUFACTURERS INSTALLATION INSIRUCDONS. (TYPICAL) 1 1"1'F'6, 30N anger SCB/SCSii PROVIDE ONE ACCESS DOOR FOR ACCESS TO FIRE DAMPER M4.0 NOTES: WcomPLY WITH UL555 MD MANUFACTURERS INSTALLATION INSTRUCTIONS NOT TO SCALE v - • ‘1 • 1 Y • r, V . - . TY•V - .1•V V 1 4• - 4.V •V - •11 .1••i7 „* 1•9 •!•V i•V •,•V lit•7 1•V .• • •• • r • • r • r • • A•• • r A A 1 1.. A r • A I r • • • • V • V • • • r • • v ' • • v • • r • • • • v v • r • • v • v 2x2xii angle 1 @ 45 Longitudinal 1 cv 45' Transverse Threaded Rod-- FRAMED OPENING PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND UL555 BY GENERAL CONTRACTOR. WALL 4 FIRE DAMPER TYPE B bolt rod to strut Superstrut A-12 Channel '---- St;erstrut A-12 Channel 25'--0" Vlaximun Spacing. TYPICAL DUCT SEISMIC RESTRAINT NOT TO SCALE U bolt rod to strut Superstrut A-12 Channel 1/2* Threaded Rod 2x2x angle 1 @ 45• - Longitudinal 1 0 45' Transverse TO DDC -41A - a•• • • • • IN- ! • 0," • V •• V " '• • V - - 3/4" HOSE END VALVE w/ CAP, AIR VENT 2—POSITION MANUAL ISOLATION VALVE (TYP) 1/2 Threaded Rod NOT TO SCALE 7'-6" - • V - .• • V dd — 1• • .4 di A' "or ' A • • v • • • r • - • F • Superstrut A-12 Channel TYPICAL DUCT HANGER DETAIL NOT TO SCALE Duc v 7 ciximun Spacing .11iummiiimamosmia' I 11•11111111 mills EN EN Aluinnommulinsir imiL•lommirrinumi ,halimmosmoliummr ,[11.11 • all • fil111111M•••111111111.1 11imismannweemilmini r• • alio nu um an mai II •It in" • mi 11111. :: •lUU•UIUU.UUNliUU.U1.1.UU 1-1 1 . 1 1.1 11 1 1 . 1111 0.1 111 . 11111 0 111 1 1 . 1111 1 1111 1 111011 1 111 . 11 : 1- 1.1.111•111.11 [Akio 1 11, 11 11 • Ns MI 14 • Elm 111111. NM ma; lillo1111111181•1111111111.11•1110111 HE II Plum NI Pawl • 111111011 illoolls.111••••11 7 CHILLER PIPING HOOK-UP DETAIL Air A A idler • • • r• • IF d • r • 1 • v • • ---1/2P Threaded Rod 1 1, 111:. 1 . 1 •1:;1 ,1 . , 1 -71, 11 7 ,, , •1:"1 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 s. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: McKINSTRY DIVISION: SHEET NUMBER: SHEET TITLE: HVAC DETAILS instry Ile Of Your Building 1 EXPIRES: 9-21-09 1 1 /03/08 PERMIT SET NO. DATE DESCRIPTION DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: SCALE: 1 1 -02-08 SEE DRAWING SEATTLE: 8005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 Al2/01/08 PERMIT REVISION SET ENGINEERING M50 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com ECEIVE DEC 02 2008 PEEWIT CENTER L *# e` ✓ r + 4 CO O CO L U < Z 0 c C 0 U: L c 0 0 0 a 0 0 0 i✓ 0 G: C G X L vt iwllol %wad A-12 0 X 0 8 1/8" = 1' -0" — SHEET METAL WALL WITH 1" FOIL FACED INSULATION (TYPICAL ALL SIDES) 20' LONG BY 12' WIDE MIXING BOX WITH 24 "X48" EGGCRATE DIFFUSERS THAT ARE INTERCHANGEABLE WITH CEILING TILE FOR EASY ASTM SECTION LOOKING WEST OPPOSED B CAPABLE 0 BLADE (TYPI 16' MIXI EGG ARE C rtrt E En IL ' - AD ROOF FLOOR DE DAMPER ANUAL ADJUSTMENT OF EACH L AT ALL DUCTS IN MIXING BOX) 3RD FLOOR NGBY6'WIDE BOX WITH 24" X48" ATE DIFFUSERS THAT TERCHANGEABLE WITH TILE FOR EASY ENT-- 1ST FLOOR PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 126th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: hk, 12/01/08 PERMIT REVISION SET 11 /03/08 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: 11- 02--08 SCALE: SEE DRAWING SHEET TITLE: HVAC SECTIONS SHEET NUMBER: instry efe Of Your Building EXPIRES: 9 -21 -09 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 600 - 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 ENGINEERING www.mckinstry.cam ECM/ED DEC 02 2008 PERMIT DENTE- :1��1!I'JNI911 1111!Pi11 1 11 11 1 1 111 1 1 1 1 I11 1 i 1 1 9'1 1 1 1 '1" i1 11 111 1 I' 1'1191 1 1 1111 9 1 '1 I 1,18 1wl1),IU1LLIiLi,NIuti.hkruilli llittluIV111uil I Y.UVMNN IN I ';'1 Y 1 1 @11 1)1111 � I � �� L „. 11s1MI,J,:1,11 I -:• I i- I -:I II �,I 1 t I 1- I- 111 I I 11 III 1 I II II I I II I I r I VII II .I IIII II I I I I. I II I. I I I I I I 1 � III . III I W. 1,. Iota Ll I I. ul�l I I I �II I I. � V..1 I,I I I I I I,:I L GV— 2H FUTURE rMIAAW 111111 1i . 1 !li CH -52D1 ii' 1 1 1 1) )g1flit VIA ralttol u P -52 UTURE 11 11 1 1 1 1 1 i1 1 1 CH - 52D2 FUTUR 1II' 111111111'1 I III:. : I I:1: 111.91I1VI .:.:11, 1 �i + :il 1 .I�.��, I 1 1 1 1 Al !!11L l r; Ei 11 1 i 1 II :1 11 1 1 . I I IIII I �V G1 14�,V 6 .,� i ye11, ,g�.v,vrlL,Iw.l hi . III 11 1171111111 ill lr.1'1 1 1 I r ll 1111 1111111 II I I III I I I I I GV-152G FUTURE I I I "1 II'I II' 11 . 1 : I !I! 1i1111'll 11'1111 "1 11111,111 :... i . 1111 i1jl ll lilt i I 1vl_ :.I: a „,,. W�w:Wil:Iwh l�J. Lv lv d• L) CHP -52c1 FUTURE I ' g ill J I. I I a 1 I I Il I I1 CR -52C2 FUTURE 1 I T' "'I VIII i, I I I I I I I III I I III I 111 I II I . Itl1. 11,6111 1)111111 IVLL,IIIiI l L.:11 M3.4 I I \—/-52F 1 FUTURE 1111 11 .11 1 1 11 I II I I I III . I IV1 II E, roI JJ!I�I�I GV -52D F EXISTING PLY URN CHPa -52R EXISTIN CHP -52A EXISTING 19' W AWAY `MIH e WOWS 8 "CHW SUPPLY_ TO 3RD FLOOR GV -528 lil \ 1 I it ul II I .II I I I II I I I >y�IwL111J�a .I FOR CHILLER CONNECTION DETAIL SEE LCH -5282 V -52E �I FUTURE —5281 — CHW SUPPLY EXISTING RETURN — 8 HW SU �'LY P TO 3 +D F OOR I. I M:1 ",N 11 1i' II1, ill 1J 1 I i N I I I I I I I I Iil 1 I I I I II I :I fil I I r. I I I• I III i I I I i III u,Z �w.wLtlJ�:u�ll, I .111111.) 1 11111 ��iil Illhl ROOF ENLARGED HVAC PLAN El SCALE : 1/8" 1 ` -O" 1 _I I I I ' I I. I 10" CHW RETU N TO 3 D FLOOR J ji pi; I I 1 11j 1 uh 1 8 1 4 1 IIII I 11 1' 11111111 IIkFLI II t 111111111 I ,I Iry ,M1,{II :,. W II,$h r,�...'' 1 li W,I,� I F 4 I'IIII M1 1 I I I I I 1 II��I pll Ir i k 1 1.1111 III 6 'f'' 1 1111 I { '� I '� '� II 4 4 I �:I I {� III 'Iry� ..,. ,...w.,..IN.... ws.1.�h11�19WI�1, L I I „ .. .. ..:.:. ..:. ...:.:. :.uu,LUU,� I.:. eJiv,.vvwd} Cx.S. ,.. u, \ 11 \ / I / 1 I!. FO t CHILLER CONNECTION D AIL SEE i XISTING I ' t i 1111 1 i l i i 1� I . i s I I i I I I i' 1 1 1 .I I 1 I II I 1 I 111 I I 11.1 „u.11 411 1 I I I II I I I EXISTING II -I. I::i I ....I I I I I IIII ..I I I I :ll 1:11 I I I ...I � ii i . ::1111: I I i I ::I .. .L it I::I: I I IIII .I:: I II I :: � A ��''III'' IIII III.... �L :.........,._:_a:,,4>J,.�.... ,,,.1 �... 1 u:uwWIWW:Il�11� V�19911 1 _. / I I l i 1111 1 111 I1 I l 11 IItl I II Il;,tll'IIIILI9 l l . 1 J °iLL'I 52A2 1 - GH -52A1 EX I S I TING I) /i1 1 \ / 1 1 \ / I 1 / ! 1 V 1 1 \ / I I I I I w I �w w h11 Ill GV -52AT1 EXISTING ) ' III I. Ili I f I.I 1 I I i 4 I -. if 1 I I 4: I I I 11 I II I . u�,� J<�L vL �, u . V�� l IL ' ' 111 ill' I III I V I III 21oL1 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 12/01/08 PERMFr FtEVISION sEr 11 /03/08 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. DAGGETT hist ry i fe di Yw building 11-- 02--08 SEE DRAWING ROOF ENLARGED HVAC PLAN ' SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1 -8Q0- 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503- 331 -0234 www.mckinstry.com 4 EXPIRES: 9 -21 -09 RECEIVED DEC 02 2008 PERMIT 1 0ENTEF U s 0 -n DO c C\ z 0 c; z 1 w 1 C y C Z R C\ rr; C r(; c\ 0 0 0 0 0 c c u; 0 0 0 0 L_ u; ° 0 C c 0 0 0 0 0 0 c 0 0 c ` 4r W L CD v 0 L 0 0 0 0 0 0 c c 70x60 150x72 68x60 76x48 RF- 5201 -ID _.....1:: :-ail lj.,,..... 119,900 CFM SUPPLY AIR VAV 52 2 RF- 5201 -C RE- 5201 -B MIN. S ... AR (z8Wx'4- 100x48 EC 24x48 1400 CFM RE-5201-A1 M D F VAV- 5201 -1 68x60 68x60 EF- 5201 -1 150x60 36x50 17x60 68x60 FORft,GL-. :. BUILD ROOD ;�,1 ?2x —� TEMP SEN 0 - ...... ...... _. . 1 08x 60 6 §x60 170x60 1E FIRE RATED SOF IT FOR FIRE DAMP R PROVIDED BY GO -i- P.O.C. 1 M3.2 oo oo X T U SCALE : 1/8" 1 F -O" °o oo 0 00 O O O 00 O 0 C P ( 0 0 0 0 ° 0 ° � 0 0 0 0 R 0 0 0 0 0o0a0o0 0 0 ° ° ° 0 0 0 0 0 0 ( 0 0 0 0 40x40 2ND FLOOR ENLARGED HVAC PLAN 25'Wx6'H EXHAUST LOUVER EC. 2.4x48. EXHAUST AIR LOUVER MIN. 3.5 SQ. FT. FREE AREA (48Wx24H) VFD -EF -5201 -1 ABOVE CEILING MOTORIZED DAMPER KEY - - MOD- 5201 7 3 0 0 — 0 — MOD- 5201 --8 0 — 1 MOD-52Tii:F1 10 1 MOD -5201 -1 1 1 MOD- 5201 -2 1 1 MOD-5201-4 1 MOD - 5201 -5 I MOD - 5201 -6 LMOD- 5201 -7 1 MOD - 5201 -1O1 M PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: , REVISIONS: 1 1/03/08 PERMIT SET A 12/01/08 PERMIT REVISION SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: instr ife Of Your Building ENGINEERING T. MARINO B. DAGGETT 11 -02 -08 SEE DRAWING SHEET TITLE: 2ND FLOOR ENLARGED HVAC PLAN M3 2 SEATTLE: 5005 3RD AVENUE 3 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 -331 -0234 EXPIRES: 9 -21 -09 www.mckinstry.com RECEIVED DEC 02 2008 PEHMrr CENTEF ROCA:'r?ATC.I 1 M2.4 L. SCALE: 1/ 2 1' -0 w u 0 00 jry ROOF HVAC PLAN est EL;7v,AroI• SI`IAI:_'r FELip..:Harr atiriPLI 11.15HROON' CAE TYPE u„4"41 i. G1- FREE r,,;, t- I. ro 3.5rc4: "t AREA r {� A CEE.E "at rr•�r MTH nvs,I. RD RAL 2,■ ,e..FrAy ROOF NO8-2 (A PROJECT: KINGCOUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 • s .as5't' REGISTRATION: REVISIONS: 1 EXPIRES: 9-21-09 11 /03/08 PERMIT SET Al2/01/08 SIT REVISION SIET Oo a' - 0.00 .5).SO„ NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: 1 1 - - SCALE: SEE DRAWING SHEET TITLE: ROOF HVAC PLAN SHEET NUMBER: ins r ife Of Your Building ENGINEERING M2.4 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 www.mckinstry.com RECEIVED DEC 02 2008 PERMIT CENTEF i ' r --- c Cr] rn 0 c c 0 c 0 (I corral MEA AID s DUCT INSTALLED PREVIOUS PER I° ER 08 -067 (1 1 /1 CfEl m 1 l 1 M2.2 SCALE: 1/32 1' -0 2ND FLOOR HVAC PLAN (VL. Li. II fl CrilSt viDOLitie 04 44 f11`tl - rOlbec r� t ra, C::' Cni rt- I) MO 82 � PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. = 12Oth Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 11/03/08 PERMIT so NO. DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: 2ND FLOOR HVAC PLAN SHEET NUMBER: i, ' $ ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com EXPIRES: 9 -21-09 — 1 1 2/01/08 PERMIT REVISION SET ENGINEERING M 1 . DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: 1 1 -02 -08 SCALE: SEE DRAWING RECEIVED DEC 02 2 PERMIT CENT &" MECHANICAL, PIPING, AND PLUMBING IMPORTANCE FACTOR TABLE COMPONENT DESCRIPTION STANDARD COMPONENT IP =1.0 CRITICAL COMPONENT IP =1.5 NOTES: HVAC - SHEETMETAL/EQUIPMENT g Load g Load, with Exp. Anchors HVAC SUPPLY - MEDIUM PRESSURE .36 g X .55 g HVAC SUPPLY - LOW PRESSURE Level 2 Ceiling X .44 g HVAC OUTSIDE AIR .65 g X .23 g HVAC RETURN .34 g X Level 1 HVAC EXHAUST .23 g X .34 g TRANSFER AIR DUCT X GARAGE EXHAUST X GREASE KITCHEN EXHAUST DUCT (TYPE 1 HOOD EXHAUST) X NON- GREASE KITCHEN EXHAUST DUCT (TYPE 2 HOOD EXHAUST) X FLUES - BOILERS, HW HEATERS X PIPING HEATING WATER X CONDENSER WATER X NATURAL GAS X MAKEUP WATER X REFRIGERANT X PLUMBING COLD WATER (POTABLE) X COLD WATER (NON - POTABLE) X HOT WATER (POTABLE) X HOT WATER RECIRC (POTABLE) X CONDENSATE INDIRECT WASTE X NATURAL GAS MEDIUM PRESSURE (2 -5 PSIG) X NATURAL GAS LOW PRESSURE ( <14" WC) X RAINWATER LEADER/ OVERFLOW RAINWATER LEADER X UNDERSLAB DRAINAGE X SANITARY VENT X SANITARY WASTE X Piping Systems - Limited deformability elements and attachments (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.6 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - High deformability elements and attachments (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anc1 g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .26 g .61 g .39 g .91 g Level 2 Ceiling .23 g .44 g .34 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - Low deformability elements and attachments (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .61 g .61 g .91 g .91 g Level 2 Ceiling .44 g .44 g .65 g .65 g Level 1 Ceiling .32 g .32 g .48 g .48 g Level 1 .23 g .23 g .34 g .34 g General Mechanical Equipment - Boiler and furnaces, Other (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors J Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g General Mechanical Equipment - Pressure Vessels and skirts free standing (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .65 g .76 g HVAC Systems - Vibration Isolated (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 9 Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Non - vibration Isolated, Mounted in -line with ductwork, Other (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g General Mechanical Equipment - Pressure Vessels on skirts and free standing Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA' AA* AA* - NA - Level 2 Ceiling AA AA* AA* - NA - Level 1 Ceiling A AA* AA* AA* Level 1 B AA A AA* Piping Systems - Limited deformability elements and attachments Level Cornponent Ip =1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHE. SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Levell B B A A General Mechanical Equipment - Boiler and furnaces, Other Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A Piping Systems - High deformability elements and attachments Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof g AA A AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A Piping Systems - Low deformability elements and attachments Level Component Ip =1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA AA AA* AA* Level 2 Ceiling A A AA AA Level 1 Ceiling A A A A Level1 B B A A HVAC Systems - Non-vibration Isolated, Mounted in - line with ductwork, Other Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A M Level 1 Ceiling B A A A Level1 B A A A HVAC Systems - Vibration Isolated Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A,q* AA* AA* - NA - Level 2 Ceiling AA M* AA* - NA - Level 1 Ceiling A AA* AA* AA* Level 1 B AA A AA* 0 o0 0 0 - 0 0 0 0 r 0 2 c 0 c C 0 c OR S SEISMIC RESTRAINTS Iv SMC BASIS 0 BRACE ALL DUCTWORK AND PIPING PER SMACNA'S "SEISMIC RESTRAINT MANUAL" OR MASON INDUSTRIES "SEISMIC RESTRAINT MANUAL" IN ACCORDANCE WITH THE COMPONENT IMPORTANCE FACTOR AND THE SEISMIC HAZARD LEVEL (SHL) OR 'g' LOAD LISTED IN THE APPLICABLE TABLE. OBTAIN THE COMPONENT IMPORTANCE FACTOR FROM THE DUCT WORK OR PIPING MATRIX. SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN I - 1 .0: • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED AND THAT ARE MOUNTED AT 4 FT (1.22M) OR LESS ABOVE A FLOOR LEVEL AND WEIGH 400 LB (1780 N) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION #5] • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WEIGHING 20 LB (95 N) OR LESS WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED, OR FOR DISTRIBUTION SYSTEMS WEIGHT 5 LB /FT (7N /M) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION #6] • SEISMIC RESTRAINTS ARE NOT REQUIRED FOR HVAC DUCTS WITH Ip = 1.0 IF EITHER OF THE FOLLOWING CONDITIONS ARE MET: A. HVAC DUCTS ARE SUSPENDED FROM HANGERS 12 IN. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE SUPPORTING STRUCTURE. THE HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HANGERS AND THEIR ATTACHMENTS. B. HVAC DUCTS HAVE A CROSS-SECTIONAL AREA OF LESS THAN 6 FT (0.557M [ASCE 7 -02 SECTION 9.6.3.10] DUCTILE PIPING IN SEISMIC DESIGN CATEGORIES D, E, OR F DESIGNATED AS HAVING AN Ip = 1.0 AND A NOMINAL PIPE SIZE OF 3 IN. (75 MM) OR LESS. [ASCE 7 -02 SECTION 9.6.3.11.D.3] 1� = 1.0 aR I� = 1.5 AY BE EXCLUDED WHEN EQUIPMENT ITEMS INSTALLED IN -LINE WITH THE DUCT SYSTEM (E.G. FANS, HEAT EXCHANGERS, AND HUMIDIFIERS) WEIGHING LESS THAN 75 LB (344 N) DO NOT NEED TO BE BRACED INDEPENDENT OF THE DUCT SYSTEM. [INTERPRETED FROM ASCE 7 -02 SECTION 9.6.3.10] UNBRACED PIPING ATTACHED TO IN -LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS. [ASCE 7 -02 SECTION 9.6.3.10] PIPING - ROD HANGERS SHALL NOT BE USED AS SEISMIC SUPPORTS UNLESS THE LENGTH OF THE HANGER FROM THE SUPPORTING STRUCTURE IS 12 IN. (305 MM) OR LESS. ROD HANGERS SHALL NOT BE CONSTRUCTED IN A MANNER THAT SUBJECTS THE ROD TO BENDING MOMENTS. [ASCE 7 -02 SECTION 9.6.3.11.4.0] * 1/2 Brace Spacing Required * 1/2 Brace Spacing Required VAC/SHH ET I IVAC /SHFFTMFTAL /F( ?JIPM -NT s V ISI S S LTAL/EQJIPV C\ VAL -ISM C 'g' LOAD: * 1/2 Brace Spacing Required * 1/2 Brace Spacing Required ISMC HAZAR • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006, IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN USED TO SELECT FROM SMACNA ADDENDUM NO. 1 TABLE AA -10 "NEVI' VALUES IN ORDER TO USE THE SMACNA SEISMIC RETRAINT MANUAL. -S F\ T J =V =L �FSIGN VALJ - e * 1/2 Brace Spacing Required Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. PIPING AND S -L DESIG * 1/2 Brace Spacing Required Limited Deformable Pipe Includes: PVC or PVDF Piping Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. Limited Deformable Pipe Includes: PVC or PVDF Piping PLUV \ VAL. S : * 1/2 Brace Spacing Required Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) SEISMIC ALLOWABLE STRISS DESG\ VALJ - S : • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN CONVERTED TO "ALLOWABLE STRESS DESIGN" VALUES IN ORDER TO UTILIZE MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. • THESE VALUES CAN BE USED TO SELECT SEISMIC BRACING FROM MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. ©( \o` PIPING AND PLMB\C SL --- SVC 'cL LOAD Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) Mob -),(0 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 3. 120th Place Tukwilla, WA 98168 • REGISTRATION: EXPIRES: 9 -21 -09 REVISIONS: 1 1 /03/08 PERMIT SET it 12/01/08 NO. DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: SEISMIC INFORMATION SHEET NUMBER: instry ife Of Your Building ENGINEERING M0.3 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331 -0234 www.mckinstry.com DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: 11- 02-08 SCALE: SEE DRAWING REC IV P DEC 02 2008 PERMIT GENTEE 4 0 c 0 • C c c; D0 0 0 0 DC 0 c Cr; 0 Cr; 0 c Q;; c c j 0 0 c Cj) 0 E 0 0 0 c C 0 0 0 c HUMIDISTAT SUPPLY MANIFOLD ROOM TEMP. SENSOR FTU -5201 - 1 2,800 CFM NOT TO SCALE PRINTER ROOM CONTROL DIAGRAM 154,000 CFM PA ->21% FUTURE 46,000 OEM SPACE TEMP SENSOR SPACE HUMIDISTAT FLOW METER (MOD- 5201 -11 6,100 CFM TO OFFICE /PRINT RM EXIST SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 kOD -5201 -21 FUTURE 5202 5203 76,400 CFM EXISTING SUPPLY AIR MANIFOLD DUCT STATIC PRESSURE SENSOR 43,500 CFM MOD- - -5201 -31 IMOD-5201 -4 1 v 25,500 CFM CD s;■ C 14,500 CFM 2 TYP EACH AHU BY -PASS DMPR 2 TYP EA AHU NOT TO SCALE 119,900 CFM 3 -WAY CONTROL VA. 2 TYP EA AHU 40,000 CFM EXISTING v MOD -5201 -5 IMOD-5201 -6 MOD-5201 -7 AHU 52A1 EXISTING AHU 52A2 EXISTING AHU 52B1 1 FUTURE AHU 5201 AHU 5202 FUTURE LAHU 52D1 SERVER ROOM 159,900 CFM DATA CENTER SDC 5201 SCHEMATIC CONTROL DIAGRAM OSA DMPR, 2 TYP EA. AHU r RETURN AIR DMPR 12 -TYP I M} RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 ` EXISTING RETURN AIR MANIFOLD FUTURE 1 5202 5203 3,300 CFM FROM OFFICE FUTURE 46,000 CFM MOD-5201 -91 - f1O8 2(P1 PROJECT: 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: " REVISIONS: NO, DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: SHEET NUMBER: • KING COUNTY DATA CENTER SDC 5201 SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 E XPIRES: 9 -21 -09 11 /03/08 PERMIT SET Al2/01/08 PERMIT REVISION SET ENGINEERING CONTROL DIAGRAMS M0.2 www.mckinstry.com DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT' JOB NUMBER: DATE: 1 1 -02-08 SCALE: SEE DRAWING ECE tl ED DEC 02 2008 PEHMIT CENTS t . — X100 ONI AIR FILTER 1 COOLING COIL _ ll N31113 HIV V ' VFD EVAPORATOR mim EVAPORATOR EVAPORATOR 0 c 0 • C c c; D0 0 0 0 DC 0 c Cr; 0 Cr; 0 c Q;; c c j 0 0 c Cj) 0 E 0 0 0 c C 0 0 0 c HUMIDISTAT SUPPLY MANIFOLD ROOM TEMP. SENSOR FTU -5201 - 1 2,800 CFM NOT TO SCALE PRINTER ROOM CONTROL DIAGRAM 154,000 CFM PA ->21% FUTURE 46,000 OEM SPACE TEMP SENSOR SPACE HUMIDISTAT FLOW METER (MOD- 5201 -11 6,100 CFM TO OFFICE /PRINT RM EXIST SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 kOD -5201 -21 FUTURE 5202 5203 76,400 CFM EXISTING SUPPLY AIR MANIFOLD DUCT STATIC PRESSURE SENSOR 43,500 CFM MOD- - -5201 -31 IMOD-5201 -4 1 v 25,500 CFM CD s;■ C 14,500 CFM 2 TYP EACH AHU BY -PASS DMPR 2 TYP EA AHU NOT TO SCALE 119,900 CFM 3 -WAY CONTROL VA. 2 TYP EA AHU 40,000 CFM EXISTING v MOD -5201 -5 IMOD-5201 -6 MOD-5201 -7 AHU 52A1 EXISTING AHU 52A2 EXISTING AHU 52B1 1 FUTURE AHU 5201 AHU 5202 FUTURE LAHU 52D1 SERVER ROOM 159,900 CFM DATA CENTER SDC 5201 SCHEMATIC CONTROL DIAGRAM OSA DMPR, 2 TYP EA. AHU r RETURN AIR DMPR 12 -TYP I M} RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 ` EXISTING RETURN AIR MANIFOLD FUTURE 1 5202 5203 3,300 CFM FROM OFFICE FUTURE 46,000 CFM MOD-5201 -91 - f1O8 2(P1 PROJECT: 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: " REVISIONS: NO, DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: SHEET NUMBER: • KING COUNTY DATA CENTER SDC 5201 SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 E XPIRES: 9 -21 -09 11 /03/08 PERMIT SET Al2/01/08 PERMIT REVISION SET ENGINEERING CONTROL DIAGRAMS M0.2 www.mckinstry.com DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT' JOB NUMBER: DATE: 1 1 -02-08 SCALE: SEE DRAWING ECE tl ED DEC 02 2008 PEHMIT CENTS . — X100 ONI AIR FILTER _ ll VFD VFD mim EVAPORATOR EVAPORATOR 0 c 0 • C c c; D0 0 0 0 DC 0 c Cr; 0 Cr; 0 c Q;; c c j 0 0 c Cj) 0 E 0 0 0 c C 0 0 0 c HUMIDISTAT SUPPLY MANIFOLD ROOM TEMP. SENSOR FTU -5201 - 1 2,800 CFM NOT TO SCALE PRINTER ROOM CONTROL DIAGRAM 154,000 CFM PA ->21% FUTURE 46,000 OEM SPACE TEMP SENSOR SPACE HUMIDISTAT FLOW METER (MOD- 5201 -11 6,100 CFM TO OFFICE /PRINT RM EXIST SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 kOD -5201 -21 FUTURE 5202 5203 76,400 CFM EXISTING SUPPLY AIR MANIFOLD DUCT STATIC PRESSURE SENSOR 43,500 CFM MOD- - -5201 -31 IMOD-5201 -4 1 v 25,500 CFM CD s;■ C 14,500 CFM 2 TYP EACH AHU BY -PASS DMPR 2 TYP EA AHU NOT TO SCALE 119,900 CFM 3 -WAY CONTROL VA. 2 TYP EA AHU 40,000 CFM EXISTING v MOD -5201 -5 IMOD-5201 -6 MOD-5201 -7 AHU 52A1 EXISTING AHU 52A2 EXISTING AHU 52B1 1 FUTURE AHU 5201 AHU 5202 FUTURE LAHU 52D1 SERVER ROOM 159,900 CFM DATA CENTER SDC 5201 SCHEMATIC CONTROL DIAGRAM OSA DMPR, 2 TYP EA. AHU r RETURN AIR DMPR 12 -TYP I M} RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 ` EXISTING RETURN AIR MANIFOLD FUTURE 1 5202 5203 3,300 CFM FROM OFFICE FUTURE 46,000 CFM MOD-5201 -91 - f1O8 2(P1 PROJECT: 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: " REVISIONS: NO, DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: SHEET NUMBER: • KING COUNTY DATA CENTER SDC 5201 SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 E XPIRES: 9 -21 -09 11 /03/08 PERMIT SET Al2/01/08 PERMIT REVISION SET ENGINEERING CONTROL DIAGRAMS M0.2 www.mckinstry.com DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT' JOB NUMBER: DATE: 1 1 -02-08 SCALE: SEE DRAWING ECE tl ED DEC 02 2008 PEHMIT CENTS 1 COOLING COIL AIR FILTER ll VFD mim 1 EVAPORATOR i 0 c 0 • C c c; D0 0 0 0 DC 0 c Cr; 0 Cr; 0 c Q;; c c j 0 0 c Cj) 0 E 0 0 0 c C 0 0 0 c HUMIDISTAT SUPPLY MANIFOLD ROOM TEMP. SENSOR FTU -5201 - 1 2,800 CFM NOT TO SCALE PRINTER ROOM CONTROL DIAGRAM 154,000 CFM PA ->21% FUTURE 46,000 OEM SPACE TEMP SENSOR SPACE HUMIDISTAT FLOW METER (MOD- 5201 -11 6,100 CFM TO OFFICE /PRINT RM EXIST SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 kOD -5201 -21 FUTURE 5202 5203 76,400 CFM EXISTING SUPPLY AIR MANIFOLD DUCT STATIC PRESSURE SENSOR 43,500 CFM MOD- - -5201 -31 IMOD-5201 -4 1 v 25,500 CFM CD s;■ C 14,500 CFM 2 TYP EACH AHU BY -PASS DMPR 2 TYP EA AHU NOT TO SCALE 119,900 CFM 3 -WAY CONTROL VA. 2 TYP EA AHU 40,000 CFM EXISTING v MOD -5201 -5 IMOD-5201 -6 MOD-5201 -7 AHU 52A1 EXISTING AHU 52A2 EXISTING AHU 52B1 1 FUTURE AHU 5201 AHU 5202 FUTURE LAHU 52D1 SERVER ROOM 159,900 CFM DATA CENTER SDC 5201 SCHEMATIC CONTROL DIAGRAM OSA DMPR, 2 TYP EA. AHU r RETURN AIR DMPR 12 -TYP I M} RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 ` EXISTING RETURN AIR MANIFOLD FUTURE 1 5202 5203 3,300 CFM FROM OFFICE FUTURE 46,000 CFM MOD-5201 -91 - f1O8 2(P1 PROJECT: 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: " REVISIONS: NO, DATE DESCRIPTION McKINSTRY DIVISION: SHEET TITLE: SHEET NUMBER: • KING COUNTY DATA CENTER SDC 5201 SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 E XPIRES: 9 -21 -09 11 /03/08 PERMIT SET Al2/01/08 PERMIT REVISION SET ENGINEERING CONTROL DIAGRAMS M0.2 www.mckinstry.com DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT' JOB NUMBER: DATE: 1 1 -02-08 SCALE: SEE DRAWING ECE tl ED DEC 02 2008 PEHMIT CENTS LC, c 0 0 . z . 3- 3- 0 0 r , 0 a; E 0 fl 0 ( 7 1 - CX Lfl LT; 0 0 0 (1) (1:4 U; Project Sabey 3DC9201 — King County Suite item: :Sequence Of :Operations Design Criteria: 72itir •ternporature and 30-70% Relative Humidity in floor space. Jiff Mors' "the oontioHer controi to maintain ski Joly air temperature and static pressure to the space continuousiy.. Simplthr Direactlar, Supply air is provided to the space from the Central Plant air handling equipment located on. the Floor. The duct mounted flow measuring device will ,monitor the airflow. Room differential pressurization (between the data flocir space and the corridor) will module the damper in the supply ductwork to maintain MOM differential pressure setpoint. The (5) room temperature sensors will be utilized to rnodulate the returri air damper to maintain the room temperature setpoint of 72F dJ AlrflewteSultet The airflow monitoring station shall modulate the supply air damper (MOD-]5201-1) to.maintain MaXiMUM supply airflow to the spade; /Means y1jj be iprovided a fottows: Airflow Failure.: The measured airflow Is below the alarm setpcint (ad Rire controller 1rLb nonitor (5) space temperature hurrildity sensors in the Suite. 'Me sensors ar9 wall mounted stinsers and will be installed at Owner designated tocations: The controller P utilize the sensors iby an operator selected method for space controller. Modes: • Aver a g( of all (5) sensors Highest temperature of .alf (5) sensors • lodiMusi Sensor SelectiOn (Le. Sensorril, Sensorkt2, etc.) If a sensor has failed (Le. sensor vafue reflecting sensor failure), the controller will remove it from the averaging calculation if the failed sensor is being titillzed fl'itr space control, the contioller viI utilize an average (•r the remaining sensors, Attarit's will be provided s follows: Sensor ifiX Failure; The sensor is outside of acceptable operatrig conditions. Sensor ilAX High Temperature: The apace temperature Is greater than 76ctiF (stip. Sensor if Lew Temperature: The space temperature b•elow 65'"F (air4) Sensor ifitX kturniditye The space humidity is. greater than t•fie 70%.RH (tadi,). Sen:sor#X Low Humidity: - rho sp•ace hurnklity is below the 30%11H (radj,); StipptiNr..717eraporatvro,Setkpint- Medi: The controtter wiil monitor the supply air temperature and will maintain a U.• supply air temperature setpoint .of 72'F (adj.), The controller will modulate the return air damper (from Sults) to maintain the supply air temperature to the Sulte„. Sbe sba5zst tur i ode: The si)ritrefier will maintain a return duct static per so 1point of 10.5in V °adj.) by modulating the exhaust Elk damper (to the outside). A duct !static pressure sensor in the return ducti.vork downstream of the return fans wig protiiide the control signal. SDA System in Suite: scriptiom The "il'ESL5A system ts an early warning smoke detection system that monitors the air for smoke conttirninants. There (2) self contained control panels with reillote airflovv pickup (1 for the supply air to the Suite anti 1 for the exiting air from the Suite). Each panel provides 3 levels of smoke detection. The 'V and levels are "fault" conditions and will be monitored by the control system and visually checked by the Owner (Alarms are wired in series to the ALC control system). The 3' level is a monitored alarm condition (Alarm at each panel is vvired In series to the ALB control system). Alarms will be provided as follows: • 'Faun Alarm level preset by, Owneritinsiallirtg Contractor. 1 'Pre-Alarm": Alarm level preset by Ownerfinstailing Contractor. "Alarm": Alarm level preset by Ownerlinstalling Contractor, 'The controls system wFF modulate control damporg ag per the schooner° shown on the contr.:A drawings. • Ittl.MS system is a monitoribg ...system bray, tand con not rose] alarm conditions crireii configure alarm levels in rtIESDA units. , Printer Room; Fan.....Powered11"terminal...UnktFil Lj System runs continuously. Pogo 1 of 4 11.071.06 Primary air shalt modulate to maintain room temperature setpoint. First stage heating modulate the primary , down to minimum airflow setting: Second stage heating stage on the .2,stage electric heating colt Exhaust..E.a.n...EF-5201-it. .Systern runs continuously. Variable :frequenitiy shall modulate :fan motor speed to maintain a 0:05"" negative pressure :in the • printer room. S.DC:a201 Smoke Detectors.in.Fans: A he.rdwired stroke detector Willi interrupt the fan .operation upon detection of smoke in the exhaust deiht Page 3 of 4 1103-03 Alarms will tio provided es folipows: High Sop* Air Temp: •Ef the supply air temperature is 5F (A4) greater than setpoint, i5pasite.• ressurg The controller will measure space static pressure .between the space and the coma corridor. The controller vrt modulate the supply damper to rnaintaln a positive space static pressure Setpoint of 0.05in H (adj. rantge 0.025 to 0.10). Aiarms will be provided as . fellows: Low Static .PriessUre: If the .spiace r preas ore drops below the setpoint If there is a loss o.f acceptable pressure reading, the controller will maintain at command signal and Initiate an alarm. Each 'fan runs continuously. One fen is reekindent. OfficeINOCIStorage: :Return Air Description; The rack .rtiounted servers in the floor space are equipped with alenums that route the .hot Jr fro.m the server to the ceiling plenum.. Differential pressure isensors • . between the roaril and beiiing '1.:4",,1,11Urn 10,1 r1110111.1Vate the return fan ttilliTs to rnaintain i negative pressure setpotrit of -0,01in 1 1 20 (EIJI, range til.0" to alit 0"), Run ronditinne° The controller !oil cornrinand the (4) return fans to •operate run contirmeusly: Upon a loss of riti control signal. the .teturn tan VFilIcentroillier 'Mil continue :to run fan at Rs pre-set trli 11.3TIUM • speed, The controller 1 011111 have independent operating .modes for each fan to a:Haw unit shutdown for ntraintenance, Run Mode', • Each return fan and associated isolation damper will be staged upon Inilial staitaubi 6 The controller will command the return fan isolation damper to opan„ • After a timed duration, the controller will command the return fan to run. 9 The controller will rnonititir run status of the VIM and disable the fan status Is not confirmed, Ti e [isolation damper vsJ be closed when the controller disables the fan. The isolation damper will open upon a controller failure or loss of 24vac power. The controller will send the sarne control' signal to each of the return an ViiiiDs to maintain ceiling plenum o etpoint Smoke Detoetore In Faf1[3: hardtivired smoke detestor wiii interrupt the fan operation upon detection of smoke in the fetum J . LJ Pro.- Perisorri The controlier will average the (2) coiling pressure sensors for control: If there ls a toss of acceptable pressure reading, the controller WJt remove the sensor fwrn the control oelcutation•„ and Signal an alarm. ,Aiarrns will be provided as follows: LOYhr PreSSUre if cng pienunt pres.sure is greater than 0,0in Relief! Exhaust Damper Sabey: SDC6201 Page 2 of 4 ACLJ-5201-1, Modulate terminal dernper to satisfy roorn sensor SDtpoint. Upon need for heat modulato the control damper closed to minimum poson until sensor setpoint is :satisfied. sabQtr artcozol 11-03-0a Page 4 of 4 11-03-08 King County Space Requirements MO 210 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: EXPIRES: 9-21-09 11/03/08 PERMIT SET 12/01/08 FEW REVISION SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: instr ENGINEERING 11-02-08 SEE DRAWING SEQUENCE OF OPERATION & BASIS OF DESIGN MO 1 ite Of Your Building SEATTLE: ° •.5005' 3RD 'AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinstry.com RECEIVED DEC 02 2008 PEHMIT GENT& Heat Gain BTU Temp. Requirement R.H. Requirement Total 10,000SF Suite (Including Future) 5119000 60-78° 30-70% Future Buildout Space 1433040 60-78 30-70% NOC Room 34120 60-78° 30-70% Printer Room 38000 66-74° 35%-70% Office 1400 66-74°F N/A Storage/Build Room 10200 66-74°F N/A Current Server/Legend Equip Room 3602240 60-78°F 30-70% LC, c 0 0 . z . 3- 3- 0 0 r , 0 a; E 0 fl 0 ( 7 1 - CX Lfl LT; 0 0 0 (1) (1:4 U; Project Sabey 3DC9201 — King County Suite item: :Sequence Of :Operations Design Criteria: 72itir •ternporature and 30-70% Relative Humidity in floor space. Jiff Mors' "the oontioHer controi to maintain ski Joly air temperature and static pressure to the space continuousiy.. Simplthr Direactlar, Supply air is provided to the space from the Central Plant air handling equipment located on. the Floor. The duct mounted flow measuring device will ,monitor the airflow. Room differential pressurization (between the data flocir space and the corridor) will module the damper in the supply ductwork to maintain MOM differential pressure setpoint. The (5) room temperature sensors will be utilized to rnodulate the returri air damper to maintain the room temperature setpoint of 72F dJ AlrflewteSultet The airflow monitoring station shall modulate the supply air damper (MOD-]5201-1) to.maintain MaXiMUM supply airflow to the spade; /Means y1jj be iprovided a fottows: Airflow Failure.: The measured airflow Is below the alarm setpcint (ad Rire controller 1rLb nonitor (5) space temperature hurrildity sensors in the Suite. 'Me sensors ar9 wall mounted stinsers and will be installed at Owner designated tocations: The controller P utilize the sensors iby an operator selected method for space controller. Modes: • Aver a g( of all (5) sensors Highest temperature of .alf (5) sensors • lodiMusi Sensor SelectiOn (Le. Sensorril, Sensorkt2, etc.) If a sensor has failed (Le. sensor vafue reflecting sensor failure), the controller will remove it from the averaging calculation if the failed sensor is being titillzed fl'itr space control, the contioller viI utilize an average (•r the remaining sensors, Attarit's will be provided s follows: Sensor ifiX Failure; The sensor is outside of acceptable operatrig conditions. Sensor ilAX High Temperature: The apace temperature Is greater than 76ctiF (stip. Sensor if Lew Temperature: The space temperature b•elow 65'"F (air4) Sensor ifitX kturniditye The space humidity is. greater than t•fie 70%.RH (tadi,). Sen:sor#X Low Humidity: - rho sp•ace hurnklity is below the 30%11H (radj,); StipptiNr..717eraporatvro,Setkpint- Medi: The controtter wiil monitor the supply air temperature and will maintain a U.• supply air temperature setpoint .of 72'F (adj.), The controller will modulate the return air damper (from Sults) to maintain the supply air temperature to the Sulte„. Sbe sba5zst tur i ode: The si)ritrefier will maintain a return duct static per so 1point of 10.5in V °adj.) by modulating the exhaust Elk damper (to the outside). A duct !static pressure sensor in the return ducti.vork downstream of the return fans wig protiiide the control signal. SDA System in Suite: scriptiom The "il'ESL5A system ts an early warning smoke detection system that monitors the air for smoke conttirninants. There (2) self contained control panels with reillote airflovv pickup (1 for the supply air to the Suite anti 1 for the exiting air from the Suite). Each panel provides 3 levels of smoke detection. The 'V and levels are "fault" conditions and will be monitored by the control system and visually checked by the Owner (Alarms are wired in series to the ALC control system). The 3' level is a monitored alarm condition (Alarm at each panel is vvired In series to the ALB control system). Alarms will be provided as follows: • 'Faun Alarm level preset by, Owneritinsiallirtg Contractor. 1 'Pre-Alarm": Alarm level preset by Ownerfinstailing Contractor. "Alarm": Alarm level preset by Ownerlinstalling Contractor, 'The controls system wFF modulate control damporg ag per the schooner° shown on the contr.:A drawings. • Ittl.MS system is a monitoribg ...system bray, tand con not rose] alarm conditions crireii configure alarm levels in rtIESDA units. , Printer Room; Fan.....Powered11"terminal...UnktFil Lj System runs continuously. Pogo 1 of 4 11.071.06 Primary air shalt modulate to maintain room temperature setpoint. First stage heating modulate the primary , down to minimum airflow setting: Second stage heating stage on the .2,stage electric heating colt Exhaust..E.a.n...EF-5201-it. .Systern runs continuously. Variable :frequenitiy shall modulate :fan motor speed to maintain a 0:05"" negative pressure :in the • printer room. S.DC:a201 Smoke Detectors.in.Fans: A he.rdwired stroke detector Willi interrupt the fan .operation upon detection of smoke in the exhaust deiht Page 3 of 4 1103-03 Alarms will tio provided es folipows: High Sop* Air Temp: •Ef the supply air temperature is 5F (A4) greater than setpoint, i5pasite.• ressurg The controller will measure space static pressure .between the space and the coma corridor. The controller vrt modulate the supply damper to rnaintaln a positive space static pressure Setpoint of 0.05in H (adj. rantge 0.025 to 0.10). Aiarms will be provided as . fellows: Low Static .PriessUre: If the .spiace r preas ore drops below the setpoint If there is a loss o.f acceptable pressure reading, the controller will maintain at command signal and Initiate an alarm. Each 'fan runs continuously. One fen is reekindent. OfficeINOCIStorage: :Return Air Description; The rack .rtiounted servers in the floor space are equipped with alenums that route the .hot Jr fro.m the server to the ceiling plenum.. Differential pressure isensors • . between the roaril and beiiing '1.:4",,1,11Urn 10,1 r1110111.1Vate the return fan ttilliTs to rnaintain i negative pressure setpotrit of -0,01in 1 1 20 (EIJI, range til.0" to alit 0"), Run ronditinne° The controller !oil cornrinand the (4) return fans to •operate run contirmeusly: Upon a loss of riti control signal. the .teturn tan VFilIcentroillier 'Mil continue :to run fan at Rs pre-set trli 11.3TIUM • speed, The controller 1 011111 have independent operating .modes for each fan to a:Haw unit shutdown for ntraintenance, Run Mode', • Each return fan and associated isolation damper will be staged upon Inilial staitaubi 6 The controller will command the return fan isolation damper to opan„ • After a timed duration, the controller will command the return fan to run. 9 The controller will rnonititir run status of the VIM and disable the fan status Is not confirmed, Ti e [isolation damper vsJ be closed when the controller disables the fan. The isolation damper will open upon a controller failure or loss of 24vac power. The controller will send the sarne control' signal to each of the return an ViiiiDs to maintain ceiling plenum o etpoint Smoke Detoetore In Faf1[3: hardtivired smoke detestor wiii interrupt the fan operation upon detection of smoke in the fetum J . LJ Pro.- Perisorri The controlier will average the (2) coiling pressure sensors for control: If there ls a toss of acceptable pressure reading, the controller WJt remove the sensor fwrn the control oelcutation•„ and Signal an alarm. ,Aiarrns will be provided as follows: LOYhr PreSSUre if cng pienunt pres.sure is greater than 0,0in Relief! Exhaust Damper Sabey: SDC6201 Page 2 of 4 ACLJ-5201-1, Modulate terminal dernper to satisfy roorn sensor SDtpoint. Upon need for heat modulato the control damper closed to minimum poson until sensor setpoint is :satisfied. sabQtr artcozol 11-03-0a Page 4 of 4 11-03-08 King County Space Requirements MO 210 PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: EXPIRES: 9-21-09 11/03/08 PERMIT SET 12/01/08 FEW REVISION SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: instr ENGINEERING 11-02-08 SEE DRAWING SEQUENCE OF OPERATION & BASIS OF DESIGN MO 1 ite Of Your Building SEATTLE: ° •.5005' 3RD 'AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinstry.com RECEIVED DEC 02 2008 PEHMIT GENT& SHEET NUMBER SHEET TITLE SCALE MO.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS NONE MO.1 SEQUENCE OF OPERATION & BASIS OF DESIGN NONE MO.2 CONTROL DIAGRAMS NONE M0.3 SEISMIC INFORMATION NONE M2,2 2RD FLOOR HVAC PLAN 1/32" = 1 -0" M2.4 ROOF HVAC PLAN 1/32" = 1' -0" M3.2 2RD FLOOR ENLARGED HVAC PLAN 1 /8" = V -0" M3.4 ROOF ENLARGED HVAC PLAN 1/8" = 1' -0" M4.0 HVAC SECTIONS 1/8" = 1' -0" M5.0 HVAC DETAILS NONE M7.0 HVAC SPECIFICATIONS AND EQUIPMENT SCHEDULES NONE S1.1 STRUCTURAL GENERAL NOTES AND SECTIONS SEE DRAWING S2.1 2ND FLOOR FRAMING PLAN, ELEVATION, AND SECTIONS SEE DRAWING S3.1 DUCT HANGING DETAILS SEE DRAWING S4.1 EXISTING ROOF FRAMING PLAN AND SECTION SEE DRAWING ABBREVIATIONS GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL DET DIA DIAG DIM DISCH DIV DN DS DWDI DWG DWV (E EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) F FA FCO FDC FDN FIG FIN FIO FLEX FLG FLR FO FP FPM Fr FTG FURN GA GALV GC GEN GPM GWB HP HR HS HTG HTR ID LAB LF MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS OA OC OD OVHD R RAD REQD RPM SECT SF SIM SPEC SQ STD STRUC ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DIVISION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD ROC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TBD TI TOC TOS TYP UG UNO VAV VD VER VFD VSD W/ WITH W/O WITHOUT HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU HC HR HVAC RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRCULATION DRY STANDPIPE ELECTRICAL WATER COOLER FLOOR DRAIN IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER DCW DHW DHWC DSP EWC FD PD PERF PLBG PRV RPBP SD SS VTR WC WH WSP PLANTER DRAIN; PRESSURE DROP PERFORATED PLUMBING PRESSURE REDUCING VALVE REDUCED PRESSURE BACKFLOW PREVENTER STORM DRAIN SANITARY SEINER VENT THROUGH ROOF WASTE WATER CLOSET WATER HEATER WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CONDENSATE DRAIN CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CT CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FIRE HOSE VALVE LWT LEAVING WATER TEMPERATURE TOP TOP OF PIPE PIPING IDENTIFICATION FIVAC PLUMBING ID IRR NP ORE PW- PSD RWL RWL SD SS- - UD V- W— FIRE PROTECTION DSP FDC FP - FW WSP PIPING FITTINGS ItI —Ft�- IF- 0 VALVES G -HR- HS RL RS ST GRW GAW 101 PIPING ACCESSORIES —CA A COND CDR CDS CHS- - CHR- - - - - -- 61 OF ' .� WATTS/ Y 4 D 1 A COND CDR CDS CHS CHR G HR HS RL RS ST CW GRW GAW HW HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS UD W DSP FDC FP FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE: FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN DUCTWORK ACCESSORIES C AD 12x12 SL 1 2x12 2 "SL R I_ 1 DUCTWORK RECTANGULAR DUCT RECTANGULAR DUCT I x i RECTANGULAR DUCT RECTANGULAR DUCT i I / 0 \\I\ BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) THERMOSTAT SENSOR BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE x x r HVAC - ANNOTATION VAV BOX TAG 1 -23 S- C8 -09 -A 000 000 S- C8 -09 -A � DUCT WORK EQUIPMENT TAG GRILLE REGISTER, OR DIFFUSER TAG DT5 -818 CFM EACH I SIZE TYPE CODE LOUVER TAG -� CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) 0 ROUND DUCT SYMBOL -a FLAT OVAL DUCT SYMBOL EF -2--1 LEGAL DESCRIPTION LOCATION 1 SITE MAP CEILING SUPPLY AIR DIFFUSER CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) — CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION FLOOR # - DISCRETE BOX # SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REVD) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. PARALL EL FAN EQUIPMENT TAG LD5 /3 -300 LINEAR DIFFUSER GRILLE �- CFM EACH ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. -- TYPE CODE B1-1 I LOUVER TAG CONSECUTIVE LOUVER #. FLOOR LOCATED FACADE DESIGNATION B - BANK M - MUSEUM NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOVT LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 W i I I i II il1li11�l i i4 Pik I �� 1 iu �Iljgh�Il�i� �r11u l 1 ' ll ''' l l l III Ilia I ,,11,H1 11',11 i 1��1111'il uVl� I �'�IIIIIi lluh i � 1 1111 i!1ll Ii VIV�Ihy II111 1 [1 [[ PERMIT I°l TJIRED FOR: Mechanicai i Electrical Iumbing ig Gas Piping City of Tukwila BUILDING DIVISION DRAWING INDEX GENERAL INFORMATION SYMBOLS / f /ff /ffff /fffffffffffffff/fff':: .ENERAL NOTES: Minsk. eteasaa NEW MECHANICAL WORK MATCHLINE 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: 2006 WASHINGTON STATE ENERGY CODE SECTION 14162.4.2) Mob FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL. INFO FOR ADDITIONAL DETAILS. A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASH STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER C. BALANCE ALL FIVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 — GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14-5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10.FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. INCOMPLETE LTR# Punt FEL No. a Y1j r {p,; PROJECT: KING COUNTY DATA CENTER SDC 5201 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 11 /03/08 PERMIT SET Plat Plat revlow erri rovat Is slat>trrerron3 t Approval of cor structian 1ocu t d c nc eulttot o - the violation 01 ?ny adopted ode or ordinance , Rec I)t o± approved Fie d C y and conditions is I tow1ottU d: By City of Tulmifla B NO.DI I a ESCRIPTION McKINSTRY DIVISION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: B. DAGGETT JOB NUMBER: DATE: SCALE: SHEET TITLE: DRAWING INDEX, SYMBOLS, AND ABREVIATIONS s' \ SHEET NUMBER: fe Of Your Building L EXPIRES: 9- 21--09 1t 12/01 /08 PERU REVISION SEI ENGINEERING 11-02-08 SEE DRAWING M0.0 SEATTLE: 5005, 3RD .AVENUE $ PO' BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com � r .r�- � , r ,F 't •:`� : , C'." . f ar', ; ,��5 RECEIVED DEC 02 2008 PERMIT CENTER