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HomeMy WebLinkAboutPermit M08-145 - MZIMA NETWORKSMZIMA NETWORKS 12101 TUKWILA INTERNATIONAL BL EXPIRED 01 -12 -09 M08 -145 Parcel No.: 0923049031 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: CitAbf 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 12101 TUKWILA INTERNATIONAL BL TUKW MZIMA NETWORKS, INC. 12101 TUKWILA INTERNATIONAL BL , TUKWILA WA INTERNATIONAL GATEWAY WEST 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA Contact Person: Name: TIMOTHY M DOHERTY Address: 12101 TUKWILA INTERNATION BL, STE 100 , SEATTLE WA Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA Contractor License No: MACDOFS980RU Value of Mechanical: $21,995.00 Type of Fire Protection: Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 doc: IMC -10/06 MECHANICAL PERMIT EQUIPMENT TYPE AND QUANTITY * *continued on next page ** • Expiration Date: 12/31/2008 DESCRIPTION OF WORK: PIPE UP (2) CRAC UNITS WITH DRY COOLERS. INSTALL ASSOCIATED CONDENSER WATER, MAKE -UP WATER AND CONDENSATE DRAIN FROM NEAREST LOCATION. INSULATE OUTDOOR PIPING. Permit Number: M08 -145 Issue Date: 06/13/2008 Permit Expires On: 12/10/2008 Phone: Phone: 253 382 -1907 Phone: 206 - 763 -9400 Fees Collected: $417.50 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 M08 -145 Printed: 06 -13 -2008 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Signature: Print Name: ar-09 • 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 x wi P V22 ■ A 4At S • Permit Number: M08 -145 Issue Date: 06/13/2008 Permit Expires On: 12/10/2008 Date: t(,1 2 71 9 q0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Date: d ° /13 IU8 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC-10/06 M08 -145 Printed: 06-13 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 5: Readily accessible access to roof mounted equipment is required. doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0923049031 Permit Number: M08 -145 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 05/19/2008 Tenant: MZIMA NETWORKS, INC. Issue Date: 06/13/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: 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. * *continued on next page ** M08 -145 Printed: 06-13 -2008 Signature: Print Name: - ^" i�vA cse- i 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. doc: Cond -10/06 M08 -145 Date: c) b / ► 3 )a ordinances governing or local laws regulating Printed: 06-13 -2008 SITE LOCATION oe Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** /� a' o King Co Assessor's Tax No.: 09 a3o CI TukWl�u. Azki4 IsQ At1 p 1g(da Suite Number: Floor: 2. Tenant Name: M1.1MA, NE Twog. 5 1 .i'►.c , Property Owners Name: MI:(MA NNr werkS ) .f.AC. . Mailing Address: (2.10 l Tuk \Od(a_ tociet - A* 4A Divot 1 Stu +t too i 5e04Me t VJA le ‘6$ City CONTACT PERSON Name: 1 I MoTRY M. 12oNG RI' y Day Telephone: ( 352.. - (ck O7 Mailing Address: (210 - rott,WILAi tp4-rGote4Arriotv 13IVD SUL•<. Loo Sectitig i VJo.. ge City State Zip Fax Number: E -Mail Address: -l: t nno-t L . ci o t .e r`t 4 1 la M 2.i max . fis t (Contractor In Contact Person: E -Mail Address: ENG L CONTRACTOR INFORMATION - or Mechanical (pg 4) for Plumbing and Ga or Company Name: Mailing Address: Contact Person: E- Ma ,&eltl ess: Contractor Registration Number: Company Name: Mailing Address: Q:\ Applications \Forms- Applications On Line\3.2006 - Permit Application.doc Revised: 4 -2006 hh W TUKWILA W Building Permit No. Mechanical Permit No. it Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) City ARCHITE OF RECORD - All plans must be wet stamped by Architect of Record City Fax Number: EER OF RECORD - Ali plans must be wet stamped by Engineer 'of Record New Tenant: ❑ Yes State State Z.No Zip Zip Telephone: Fax Number: Expiration Date: State Zip e.hone: Company Name: MAC- PAVA - Miller co.cAti -j salwbistis . 1 Mailing Address: Po. $ox 4 ./79 8 3 SP-0-4:L42- i WA qeo 1 Y (o Ti ity State Zip Contact Person:_ t NA C- l•+.._4 N i t•l lrTp ts( Day Telephone: 2v(s - 76.43 - Li( . 32._ J E -Mail Address: - e ( Mo ÷- .. S Cu.AAin.git.n,•(°� Ma►&. Milker . c M. Fax Number: ?O4v — 7445- Li/ 3 Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment t i f MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: MA•c. Qo NaLD - Ikt(e.r A4 C.tt. i-r' 500- v'Ttot -4 = nc.. Mailing Address: PO laic 1 179$3 414 City State Zip Day Telephone: (2-s3) 6130- 311 2_ E -Mail Address: SteVe..4 MAC miller. t an", Fax Number: (2 1) 4,8 — 3\.T$ Contractor Registration Number: MAC-00 FS cleO 2U Expiration Date: 1 2 31 j Zoo f. Contact Person: ST ev E Valuation of Project (contractor's bid price): $ 2 (� 1 l 5 Scope of Work (please provide detailed information): Pipe ue ( 2 ca) Ovst.EIt - P.O v t D & D , ow NE/1, - t NT'4 gL(.EJ> C Wits. cir c.o(e.rt • .J.AS4'c.1l 0.5S Cr p/l Wart-Gr t,J�4.Gr c.s 1- �. Ml�.ke: " 0 � Q Jt.SCl: � C �/Yirt.�/�,. -�# /"v 4.4 N.t..s.!`4 ZnsL&la +t akkeitopr i rj r" . Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....)Zr Replacement .... ❑ Fuel Type: Electric gi Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:'Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 4 -2006 bh Page 4 of 6 F PERMIT APPLICATION i Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN t OWNE 5 ' AUTHORIZE T: Signature: Print Name: > 5..,L \ () \ NOTES — Applicable to all permits in this application Day Telephone: (3 e- _) ( Mailing Address: ] "1 � y o '1-e.ac - tq w A 9Y)0(1 City State Zip Date Application Expires: Date Application Accepted: nlok9, Q: Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 4.2006 bh =12- Date: Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049031 Permit Number: M08 -145 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 05/19/2008 Applicant: MZIMA NETWORKS, INC. Issue Date: Receipt No.: R08 -01706 Payment Amount: $417.50 Initials: JEM Payment Date: 05/19/2008 12:27 PM User ID: 1165 Balance: $0.00 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1719 417.50 ACCOUNT ITEM LIST: Description dnr.: RAnnint -OA MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.322.102.00.0 334.00 000/345.830 83.50 Total: $417.50 2592 05/19 9711 TOTAL 417.50 Printer. 05- 14 -2MR Project? / 7 n N � � ype of inspection: " Address: /-2. JO / 7 E6 Date Called: Special Instructions: m / Date Wanted: - 2_ /6- Q a m p.m. Requester: P a66 - 571 - /6 / <0208 INSPECTION RECORD Retain a copy with permit IN PECTI N NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. Corrections required prior to approval. COMMENTS: 1Insp1 : k Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: FE LE R''° COPY ��, L � ,m iLpii� N ,;.n iao � gym' : f�a�.. Y'S ooh E. &truettal = �; . t ? f. For: MZIMA Networks, INC 2" Floor Balcony Cooler Uni s (Building "B") 12101 Tukwila International Boulevard TUKWILA, WA 98168 POGGEMEYER DESIGN GROUP, INC. NWDIVISION May 5` 2008 PDG JOB No. 8019 Index AD Executive Summary Letter pg. 1 Sketches pgs. 2 —4 Supporting Calculations pgs. 5 — 25 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 'aREWED FOR LODE COMPLIANCE t�ROVED JUN - 3 2008 RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER 11 rr 1 0c 24 512 6 ST S., STE 202 KIRKLAND, WA 98033 425/827 -5995 PHONE iz eitto .12540-4850 FAX Tim Doherty Chief Operating Officer Mzima Networks, INC. 12101 Tukwila International Blvd., Suite 100 Tukwila, WA 98168 Subject: Executive Summary Building at 12101 Tukwila International Blvd. (Building "B ") 2 Floor — Larking Electrical Cooling RP6-0669 Cooling Units Mr. Doherty: POGGEMEYER May 5, 2008 DESIGN GROUP CONSULTING ENGINEERS As requested, the northwestern and southwestern balconies of the second floor of the building located at 12101 Tukwila International Blvd ahve been structurally evaluated for the loading imposed by the proposed Larkin Electrical Model RP6 Cooling Units. The conclusions in this letter are limited to the specific areas of the balcony as shown in the attached layout drawing titled: "Second Floor Layout Plan ", page 2. The balconies have been examined for the most critical and permissible layout geometries. An existing primary framing plan is shown on pages 3 and 4. Based on our study, it is structurally acceptable to locate (1) Larkin Electrical Model RP6 -0669 unit per balcony, with pump as necessary, as shown on the attached drawing and each unit shall have a maximum weight as indicated; refer to pages 3 and 4 of this report. This conclusion is only valid if the areas with the cooling units are controlled access, generally unoccupied and open with the exception of the cooling units themselves. The existing stone pavers that are set on each balcony shall be permanently removed prior to the installation of the units. Also included with this letter is a calculation package to substantiate this conclusion, including the 2 floor structural plan. Please feel free to contact me if you have any questions or comments. Sincerely, Ben Fisher I Project Engineer Poggemeyer Design Group, Inc. www.poggemeyer.com 512 Sixth Street South, Suite 202 Kirkland, WA 98033 AD 512 6 ST S.. STE 202 KIRKLAND, WA 98033 425/827 -5995 PHONE 425/828 -4850 FAX PDG- WAOPDG- WA.COM �■r N M— u_ — a_ r• MN I WI5A49 rv. i WI &65 I � .65 WI: IN �I ' iri I �I ..�tilIihi .I 2ND FLOOR ZONE LAYOUT KEYPLAN MZIMA DATA CENTER (BLDG B 12201 TUKWILA INT'L BLVD TUKWILA, WA 98168 POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTI - I, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5995 00 DAIL RLTARTON NT IMOTAA 1qN 00 TA ON 1105 0000040 II I1Ol n0TENOOD TO 50 FAT 500 ROVN 51 ANT U SON (ISN, DA 0 114ER PROJECT. 00 ANT DIlOS ON p RNSi0N5 0/ INS 5NO.COi 0R 500 ANY O50 ON AST OI RRO.EO1. ANY REUSE U WRITTEN INTENDED WILL 110* 0010 AT INE USERS 501.0 01510 AND WITHOUT UABRITT OR LEGAL 0 POSURTO TIE ENGINEER. • N POGGEMEYE _D° IGN GROUP Cons . eers f k No:�, ; ion 512 6th Street So, Mite 202 • Kirkland, WA 98033 (425) 827 — 996' • FAX (425) 828 -4850 Made by BSF — Date 5 -2_08 Job No. 8019 Checked by Date Sheet No Description 2ND FLOOR BALCONY LOAD ANALYSIS Job Name MZIMA DATA CENTER FLOOR LOAD ANALYSIS j NTLY REMOVE E PAVERS AT D KEEP LIVE f 0 A MINIMUM MV18x3 0 N PERMA\! S TO BALCONY, LOA co MODEL RF6 -0669 N OF THREE FANS, JS, OFERATIONAL APPROX. 100# '\'\ w1 8x35 2nd FLOOR SW BALCONY 16x26 SCALE: N.T.S. srd x 8019—S1.DWG POGGEMEYE' - 8:" GN GROUP Cons �4 � eers No , .,.,t: u .ion 512 6th Street So.' "te 202 • Kirkland, WA 98033 (425) 827 —''° FAX (425) 828 -4850 Made by BSF Date 5 -2 -08 Job No. 8019 Checked by ae Date Sheet eet No. u 1 Description 2ND FLOOR BALCONY LOAD ANALYSIS Job Name MZIMA DATA CENTER BALCONY LOAD ANALYSIS PERM NENTL VERS S T HAL L VE LOA � iE REMOVE STOKE ONY, AVD K.�P TO A MINI M r x 1 W18x35 V16x26 15' -11" LARKIN MODEL RF6 -06 (1) ROW OF THREE FADS (8) LEGS, OPERATIONA WEIGHT APPROX. 2,100 2nd FLOOR NW BALCONY 15' -8" 31'- 7" SCALE: N. T.S. N- 8019-S1 DWI POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by W- Date --5'..- D% Job No. Cotet Checked by Date Sheet No. Description Job Name $(4- M'1 OM* CcN'tt4,- &44 I GA56 1 -t Dt4t E 4 1 '3" Dt'pt 6f r- 12" I I IJN RPP• rtiott. w02kt• -sti 14,6041r-1e 2 Ca) t.E&S > 7.90 /EI%. 9 t-l1'n o• --) ntyr a b r- &T h R.F -60661 wet kir - 1 110 r5101-4 Of wAteP--' gt9U• iv(AP so CA c71. 3 E ` 2 1vo ' 'N to G I . i ct5 PAt1- �N.btr 3 ot5rh Cittr (I) Jour aieve ---► 11114 15 t: &NAvAt,t:r To cA4e v- LONGt A)Gt4 e �- �+..�. i 3t)t5T1. acts 0,-J jottir Coe-. Q-o1Wfl0 LoiNitA A At' 51.14 $v6t4 - MAT LEGO MftP -l%' At; qO IN LINt; eAri+14.4r, is RNO pre,A' (I) mien ci -tNe (.a (It tic) 514 totevn (,orj t A)ctS Pat+ -( Mks ge 0\JCA- c1»ot`rr Me* ri ENO (1f((I 10 -) I SIDE 5 kr mt4 --► (INK Mom). PACIFIC VIEW C 80 -9- 546 LIST 3 J10 14 K 3 * *BASIC DIMENSIONS ** * *LOAD CRITERIA ** TOTAL 550.0 LrvE LOAD (PLF) 550.0 L END PANEL PP L END PANEL MP INT PANEL PP INT PANEL MP R END PANEL MP R END PANEL PP UPLIFT LOAD (PLF) REQD RESISTING MOMENT = R TCX LOADS: UNIFORM = * *CHORD DESIGN ** STEEL AXIAL STRESS 4537.6 4537.6 7348.5 7348.5 4537.6 4537.6 SEC DESCRIPTION TC 25 L 2 X 2 X.163 BC 3 L 1 X 1 X.109 SEC DESCRIPTION BC 3 L 1 X 1 X.109 L/360 LIVE LOAD DEV = TOTAL LOAD FOR DEFL = * *TCX DESIGN OR E- MEMBERS ** BENDING R S 25 TC MOMENT 4 0. 32 E -MEM Aug 13, 1999 12' 5 -1/4" * *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 BRIDGING ACTUAL DEFL DEPTH BS LGTH SPACING INCHES 14.00 12- 5 1/4 6.22 .195 TL .195 LL PANEL EFF WK LENGTH LENGTH DEPTH NP Y 12.1042 1- 7 0/0 13.150 6 1- 5 5/8 TCAXIAL TC BEND ADLOAD LOAD LOAD (PLF) (KIPS) (KIPS) AXIAL RATIO .1681 .2034 .2450 .3109 .2034 .1681 ALLOW RES 388775. 162624. MOMENT UNI LOAD - 1388.9 790.5 - 1378.8 689.4 790.5 - 1388.9 1831 1 1.858 2.496 SJI SPECS BC BEND BC UNI LOAD LOAD (KIPS) (PLF) 120871. IN -LBS, REQD END REACTION = 550.0 PLF, CONC LD = .50 KIPS AT FY = 50000. PSI LEFT END RGHT END STANDARD STANDARD BENDING BENDING STRESS 148.7 15 4118.5 .0000 801.3 .0000 918.8 .0362 4148.7 .1537 3329. LBS. 3- 1 1/4 FT. K KL /R I FLRS LENGTH 1.00 48.1 54.1DEV 0 15- 6 1/2 1.00 96.9 26.1 TL 8- 7 0/0 .OQ AXIAL AXIAL STRESS RATIO 22298. .7433 1140.4 PLF, L/240 LIVE LOAD = 550.0 PLF. 1710.6 PLF. 1 VULCRAFT ENG DEPT ** TCX RGHT 03 -01 1/4 COMBINED RATIO .3217 .2397 .2450 .3109 .2397 .3217 DEFLC BEARING 2.541 .327 3- LENGTH /4 DETH 0 4 -10 7/8 PACIFIC VIEW C WEB SEC W1 109 W2 109 * *WELD ** WEB W1 W2 W3 Aug 13, 1999 14 K 3 12' 5 -1/4" 50000. PSI, LOAD = 550. LBS /FT REQ DEV REQ DEV ALLOW ACTUAL Wl DIAM SHEAR SHEAR FORCE FORCE STRESS STRESS LENGTH .5630 2971. 3353. 5953. 6720. 27000. 23917. 2- 5 7/8 .5630 2177. 3410. 2589. 4055. 16291. 10402. EFF. THROAT FILLET SIZE .178 .178 STRENGTH LBS /IN 3729. 3729. 3729. ANGLE SHEAR LBS /IN 4360. 4360. 4360. WELD LENGTHS L1 L2 L3 L4 .798 .631 .376 .347 .376 .347 5953. 2802. 4707. 2589. NO. OF ROWS 1 PACIFIC VIEW C 80 -9- 546 LIST 3 J15 14 K 3 * *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 DEPTH BS LGTH 14.00 18- 6 3/4 * *BASIC DIMENSIONS ** PANEL EFF WK LENGTH LENGTH DEPTH NP Y 18.2292 1- 7 0/0 13.224 9 2- 1 7/8 * *LOAD CRITERIA ** TOTAL LIVE LOAD LOAD (PLF) (PLF) 414.7 309.8 REQD RESISTING MOMENT R TCX LOAD: UNIFORM * *CHORD DESIGN ** L END PANEL PP L END PANEL MP INT PANEL PP INT PANEL MP R END PANEL MP R END PANEL PP AXIAL STRESS 11390.1 11390.1 20950.0 20950.0 11390.1 11390.1 SEC DESCRIPTION TC C 16 8 L1 -1 /4X1- 1/4X.111 SEC DESCRIPTION BC 8 L1-14X1-1/4X.111 L/360 LIVE LOAD DEV = TOTAL LOAD FOR DEFL = UPLIFT TCAXIAL LOAD ADLOAD LOAD (PLF) (PLF) (KIPS) * *TCX DESIGN OR E- MEMBERS ** Aug 13, 1999 18' 6 -3/4" BRIDGING ACTUAL DEFL SPACING INCHES 6.19 .750 TL .560 LL BENDING SEC MOMENT REQ S R 16 TC 1643. .055 27 BR = 206722. IN -LBS, REQD = 414.7 PLF. STEEL FY = 50000. PSI AXIAL RATIO .4219 .6802 .6983 .9708 .6802 .4219 ALLOW RES 212939. 210396. TC BEND LOAD (KIPS) MOMENT UNI LOAD - 1882.6 1611.1 - 1039.7 519.8 1611.1 - 1882.6 K KL /R I FLRS LENGTH 1.00 64.2 54.4DEV 0 19- 2 1/2 1.00 77.1 50.2REQ 0 13- 4 0/0 .OREQ TL AXIAL AXIAL STRESS RATIO 29476. .9825 335.8 PLF, L/240 LIVE LOAD = 414.7 PLF. DEV 4 SS REQ 1I SJI SPECS VULCRAFT ENG DEPT ** LEFT END RGHT END STANDARD STANDARD BC BEND BC UNI LOAD LOAD (KIPS) (PLF) END REACTION = 3780. LBS. BENDING BENDING STRESS RATIO 12595.2 .1892 6955.7 .0000 1366.0 .1892 12595.2 .4665 DEV I .161 DEFLC .081 503.7 PLF. TCX RGHT 00 -07 3/4 COMBINED RATIO .8883 .8694 .6983 .9708 .8694 .8883 BEARING LENGTH DEPTH 0- 7 3/4 2.50 0- 6 0/0 * *WELD ** EFF. THROAT WEB FILLET 19 SIZE W3 .170 LOADS -- * *BRIDGING REQUIREMENTS ** STRENGTH LBS /IN 4044. 3729. 3570. ANGLE SHEAR LBS /IN Ll 4440. 1.039 4440. 4440. WORKING WORKING LEN STANDARD TC RYY BC RYY LENGTH /(TC RYY) SPACING .818 .717 18.229 267.509 6.187 WELD LENGTHS L2 .L31 L4 .474 .437 8400. 3381. 5345. 3124. NO. OF ROWS POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425( 828 - 4850 Made by SEE Date �5 =c'b$ Job No. ion Checked by Date Sheet No. `V Description t � 1f `yf J ft( Job Name 2-t nk A Q t T t a 1 ItA U, . *01 f 1,c lolPW NC. Reitato., A = w - (v a oa% 14 0 - MAX MotitOlf CAC,e 1 { —'37 VA, a If 0 op# M 4x ' ) Pr-( [ye R IIAC'f;. 4 GA.thvl,Afl L 3 rot_N v Lhrn. C ti MAX SK��a 4 y ob tAt mam f 1lvo Fr-1b6 !". cnce3 b tv,i, ' - ' 91A kaAmg 4 1 ftk w, r. l t1cff 14 rig` ) q v (5(8304f') i3, yyv Ff.ity 41 trpo FT t 6 (13. ? ) 7c. = 1 )i110* M Mot. I1��,fv • CA663 -a '''' MRX' I tkmAI y 3,5ov ft-1°4 GALIA 6 6' J nw� ' Soo goo g .Y 1 7 ,X Loads: LC 1, LC12 Results for LC 1, LC12 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF - .12k /ft -.27k .27k -.27k -.27k ASA At At A A ti AVA 1 -7.7 Case 1 and 2 May 5, 2008 at 9:48 AM untitled.r2d .Y _.X Loads: LC 2, LC3 -a Results for LC 2, LC3-a Member Bending Moments (k -ft) Reaction units are k and k -ft -.27k -.27k 111111111„u. „ Poggemeyer Design Group BSF Case 3a May 5, 2008 at 9:48 AM untitled.r2d Loads: LC 3, LC3 -b Results for LC 3, LC3-b Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF -.27k -.27k -4.3 Case 3b May 5, 2008 at 9:49 AM untitled.r2d n Loads: LC 4, LC4 Results for LC 4, LC4 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF - .06k/ft -.27k -3.3 -.27k I! INIJI II I MAU I- 1 0.6 \ Case 4 May 5, 2008 at 9:49 AM untitled.r2d Loads: LC 5, LC5 Results for LC 5, LC5 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF - .06k/ft 0.8 \ -.27k -.27k ...,.flNlf III!! 1 -4.5 Case 5 0.8 May 5, 2008 at 9:49 AM untitled.r2d POGGEMEYER DESIGN GROUPS CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827 -5995 • Fax 1425) 828 -4850 Made by Date T- -5--D• Job No. it'll C hecked by Date Sheet No. { Description jolif )10 Job Name AA9-t NIL IA 17 /Kt G& /v.-• k w , 5V ft* tn-r- • ? P P Oikhe t'2 P P WI-- MAX MOW Ptfn k1d MAX �ov o rivot Nte mgr = 3,go o Fr-1m CASk -'5 91 akA -11mp 4'i tLMS- ( Otyf iy 0 GAyE '( -� Ulp41 a ZOO . 4 M , re' Pr -tgi [y�E Attettvf.i.4 Gnt ovcAncI ) 3 - w/ - ' Q 11110 ,Ff• IQ f - FT- t6 01663 -a ~' Woks., 00 Nd►ax a- trap . eflOS &Ah¢ 3,49 _' vma,a (cbo (3 rv) Cl FEL- ANA- 4 ui=r41,1 (t. '1 a7, = 9)1,11 Mart C Io ManAx c 27100 ft' lay C s 4 JSM (9°4 - .12k /ft 1.2 Loads: LC 1, LC12 Results for LC 1, LC12 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF -.27k -.27 /'4 1/ /(tt,:.A1.1.111.1.11.1 1111:A$AOA 11 M 1AS.0.1►, X1.1Ltt -3.7 J10 Case 1 and 2 1.2 May 5, 2008 at 10:06 AM J10.r2d -.27k 14 BSF - .06k /ft r 0.5 Loads: LC 2, LC3 -a Results for LC 2, LC3 -a Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group \��VWWWVVVV��VVVWVWVWI\ WVVWVVvM/VVVVVVVVV -.27k -.27k J10 Case 3 -a 0.8 May 5, 2008 at 10:05 AM J10.r2d BSF - .06k /ft 0.6 Loads: LC 3, LC3 -b Results for LC 3, LC3 -b Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group -.27k VVVVVVVVVV\NVVVV\ -2.1 J10 Case 3 -b -.27k VV l9 May 5, 2008 at 10:05 AM J10.r2d 0.6 zo t Y - .06k/ft Loads: LC 4, LC4 Results for LC 4, LC4 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF V J10 Case 4 -.27k -.27k V -1.9 4/ VV 4/VV 0.8 May 5, 2008 at 10:05 AM J10.r2d BSF Y 1Z . X - .06k /ft Loads: LC 5, LC5 Results for LC 5, LC5 Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group -.27k -.27k V /VVWVV\ \/VVV NVV\vVVVVVvNVV\ 0.6 -2.3 J10 Case 5 V 21 2 0.6 May 5, 2008 at 10:05 AM J10.r2d Direct Drive Fluid Coolers Technical Guide / Pta / LK -FCTB April 2007 (Replaces RF /PFG -95A, 06/02) 2x Model ti .1 a.,.. �. x� ':.. i t g- Fan Data' • ;Fan f , CFM � : , x ,sa: i o o Config Fans ; q ^ 208 230/3/60 ,, dy y lt` ":t^` ... .. 1' 'Aa '.s th ! r1, < 'Ro .. d a� �, FLAz' i Operating a . } a a . A :.a; s h> ;-,t, � Charge s 575/3/60 460/3 (Gal t - x °'� k ' ' 'Ss 3d"J` 0 a� t `f a � RF60339 1 x 2 2 19,780 14.0 5.6 -... e� 7.0 6.6 ..., �...,. _ 720 ,. RF60399 1 x 2 2 19,800 14.0 5.6 7.0 9.0 760 RF60447 1 x 2 2 19,110 14.0 5.6 7.0 9.0 780 RF60525 1 x 2 2 18,340 14.0 5.6 7.0 11.6 860 RF60597 1 x 3 3 29,700 21.0 8.4 10.5 12.8 1,170 Ito RF60669 1 x 3 3 28,660 21.0 8.4 10.5 12.8 1,190 RF60741 1 x 3 3 28,070 21.0 8.4 10.5 16.4 1,220 RF60797 1 x 4 4 38,600 28.0 11.2 14.0 16.4 1,550 RF60893 1 x 4 4 37,250 28.0 11.2 14.0 16.4 1,590 RF60989 1 x 4 4 38,020 28.0 11.2 14.0 21.3 1,620 RF61049 1 x 4 4 35,710 28.0 11.2 14.0 21.3 1,730 RF61131 1 x 5 5 46,610 35.0 14.0 17.5 20.0 1,960 RF61205 1 x 5 5 46,200 35.0 14.0 17.5 26.1 1,960 RF61331 1 x 5 5 44,580 35.0 14.0 17.5 26.1 . 2,200 RF61447 1 x 6 6 55,400 42.0 16.8 21.0 31.0 2,350 RF61597 ., 1 x 6 6 53,460 42.0 16.8 21.0 31.0 2,580 t •1 �J il�?xT VU iR�, � '� '"?'�f '� d "' •.« .�, �- �.. per ..,. ....f .. gi p:,, v.- ,Y.+CS;i Frt� ...� r .`z> +'? t Double Row4of'Fans,' " RF60678 2 x 2 4 39,570 28.0 11.2 14.0 13.3 1,560 RF60798 2 x 2 4 39,600 28.0 11.2 14.0 18.2 1,600 RF60894 2 x 2 4 38,210 28.0 11.2 14.0 18.2 1,650 RF60990 2 x 2 4 37,530 28.0 11.2 14.0 23.1 1,670 RF61050 2 x 2 4 36,770 28.0 11.2 14.0 23.1 1,780 RF61196 2 x 3 6 59,400 42.0 16.8 21.0 25.4 2,350 RF61280 2 x 3 6 58,510 42.0 16.8 21.0 25.4 2,400 RF61340 2 x 3 6 57,320 42.0 16.8 21.0 25.4 2,500 RF61484 2 x 3 6 56,240 42.0 16.8 21.0 32.8 2,560 RF61594 2 x 4 8 77,200 56.0 22.4 28.0 32.7 3,080 RF61788 2 x 4 8 74,500 56.0 22.4 28.0 32.7 3,140 RF61980 2 x 4 8 72,790 56.0 22.4 28.0 42.5 3,190 RF62100 2 x 4 8 71,310 56.0 22.4 28.0 42.5 3,450 RF62262 2 x 5 10 93,120 70.0 28.0 35.0 40.0 3,920 RF62410 2 x 5 10 92,400 70.0 28.0 35.0 52.1 3,930 RF62522 2 x 5 10 91,010 70.0 28.0 35.0 52.1 4,070 RF62662 2 x 5 10 89,170 70.0 28.0 35.0 52.1 4,300 RF62892 2 x 6 12 110,900 84.0 33.6 42.0 62.0 4,620 RF63026 2 x 6 12 109,240 84.0 33.6 42.0 62.0 4,800 RF63194 2 x 6 12 107,020 84.0 33.6 42.0 62.0 5,130 Specifications Table 16. Model RF6 Specifications Notes: 'All fan blades are 30 "diameter 2 All motors are 1 -1/2 HP, 208 - 230/460/3/60, 1140 RPM ' Does not include operating charge 15 23 Dimensions Diagram 3. Model RF6 Dimensions End Views Single Row Double Row 1,154 mm 45.43' 1,008 mm 42.43 965 mm 38.00' 2,355 mm 88 2,159 mm 85" 1 248 mm 4913 0.875" [22 mml diameter mtg. holes typ. 2,045 mm 80 -50 0.875" [22 mml diameter mtg. 515 mm 20.25' --t 1,346 mm 53 " -- 5,918 mm 233" AIR FLOW [ 20.25" 515 mm [ 2,692 mm 106" 112" 2,845 mm 4,572 mm 180 AIR FLOW 1,346 mm 53 4,191 mm 165 3,223 mm 1,346 mm 53 t 515mm 20.25" I 2,692 mm 106" 218" 2,692 mm 106" 8,611 mm t 515 mm 20.25" ` 1,346 mm 1,346 mm 7,346 mm 53" 53' I 53 ''- 271 6,883 mm 339 7,264 mm 286" AIR FLOW SiniENIERA [ 5,537 mm Awaisposai 1,346 mm 6 1,34 3^ 53 mm I Side Views 1x2 2x2 1x3 2x3 1x4 2x4 1x5 2x5 AIR FLOW li laIRRSIR011 arelig lei _ . A -WRit ts11mm 1x6 II 2° i z5" 2 x 6 1,345 mm 1.346 mm m mm 1,348 mm 53" 53" 53" 1,346 mm I 7,346 m 53° I 1,346 53" -. 53.m..1 324' 8,230 mm POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by ✓ Date S %S - O Job No. 6 VI Checked by Date Sheet No 115 Description Job Name Al Z-1 Mi p /{ - ;A- it t- 1 r-$ OA crt -t,L rod& P d SN e04- Sritk:Ai i (R ' t -os') `( b, .4 foogl rk ° 1.1 O (lr)('i'jz") ff/ M &it 9 Op DA44/ , 41- tiN6u nrE62w Neni,3 yo, boo 11 M1»& T .J ( 0NT tat 41 A0 LW, 1'11 TA% 1,09 41 4T66(. lS rier /t Q 6•4;;r4. 12 -03 -2008 TIMOTHY M DOHERTY 12101 TUKWILA INTERNATION BL, STE 100 SEATTLE WA 98168 RE: Permit No. M08 -145 12101 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinu and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/12/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Pe t Technician xc: Permit File No. M08 -145 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 ACTIVITY NUMBER: M08 -145 DATE: 05 -20 -08 PROJECT - NAME : - MZIMA NETWORKS, INC. SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ot B i ng'D''vision Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: , .Permit Center Use Only . INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENE MAILED: APPROVALS OR CORRECTIONS: PERMIT C09RD COPY PLAN REVIEW /ROUTING SLIP Incomplete Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2&a2 611 r Fire revention ❑ Permit Coordinator ❑ DUE DATE: 05-22-08 Not Applicable ❑ No further Review Required DATE: Planning Division n DUE DATE: 06-19-08 Not Approved (attach comments) n DATE: Permit .Cente Use Only, : - • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MACDOFS980RU Licensee Name MACDONALD/MILLER FAC SOL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602254260 Ind. Ins. Account Id CHIEF OPERATING OFFICER Business Type CORPORATION Address 1 PO BOX 47983 Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2067684180 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/31/2002 Expiration Date 12/31/2008 Suspend Date Separation Date Parent Company Previous License DIVCOI *988RC Next License Associated License Business Owner Information Name Role Effective Date Expiration Date TURLEY, DOUGLAS CHIEF EXECUTIVE OFFICER 02/13/2008 TURLEY, DOUGLAS CHIEF OPERATING OFFICER 02/13/2008 SIGMUND, FREDRIC PRESIDENT 12/31/2002 HACK, RICHARD SECRETARY 02/13/2008 KOPET, TYLER TREASURER 12/31/2002 LOVELY, STEVE Look Up a Contractor, Election or Plumber License Detail Washington State Department of Labor and Industries 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. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MACDOFS980RU 06/13/2008 FITTING GENERAL NOTES PIPING MATERIAL SCHEDULE: PIPING SIZE MATERIAL JOINT CONDENSER WATER 1/2" - 2 -1/2" COPPER TYPE L LEAD FREE SOLDER 3" - 10" SCH 40 BLK STL ASTM A63 A OR B GROOVED, FLANGED, BUTT WELDED 12"+ STD WT BLK STL ASTM A53 A OR B GROOVED, FLANGED, BUTT WELDED INDIRECT DRAIN 1/2" - 2 -1/2" COPPER/[)WV/TYPE M LEAD FREE SOLDER PIPING INSULATION SCHEDULE PIPING TYPE PIPE SIZE INSULATION TYPE INSULATION THICKNESS CONDUCTIVITY RANGE CONDENSER WATER 55 -95 DEG ALL NOT REQUIRED CONDENSER WATER 40 -55 DEG ALL FIBERGLASS 1" 0.23 - 0.27 COIL CONDENSATE PIPING ALL ARMAFLEX 112" 0.23 - 0.27 ALL FIBERGLASS 1" 0.23 - 0.27 - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS. - ELASTOMERIC INSULATIONS WHICH MEET THESE RATINGS MAY BE USED AS A SUBSTITUTE FOR FIBERGLASS. - PROVIDE A VAPOR BARRIER COVERING ON ALL CHILLED WATER PIPING AND COIL CONDENSATE PIPING INSULATION. - PROVIDE A COVERING FOR ALL FIBERGLASS INSULATION WITHIN THE BUILDING. - PROVIDE A VINYL JACKET FOR ALL INSULATION EXPOSED TO SIGHT WITHIN THE BUILDING EXCEPT MECHANICAL ROOMS. - PROVIDE REMOVABLE LACED INSULATION PAD OVER ALL CONTROL VALVES, WHERE NOT LOCATED WITHIN A MECHANICAL ROOM. - PROVIDE ALUMINUM JACKET ON ALL INSULATED PIPING OUTSIDE BUILDING. - AT PIPE HANGERS PROVIDE RIGID INSULATION BETWEEN PIPE AND HANGER. 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OFTHE 1997 EDITION OF THE UNIFORM MECHANICAL AND BUILDING CODES AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL ATHORITIES. 3. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 4. SLOPE ALL INDIRECT DRAINS AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE IS INDICATED ON DRAWINGS). 5. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 1997 UNIFORM MECHANICAL CODE AND 1997 UNIFORM BUILDING CODE. 6. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE` STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 7. PROVIDE CHROME PLATE ESCUTCHEON PLATES AT ALL EXPOSED WALL AND CEILING PENETRATIONS. 8. PROVIDE SHUT -OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. FOR CONDENSATE PIPING PROVIDE TRAPS WITH A MINIMUM SEAL 2" GREATER THAN THE FAN OPERATING STATIC PRESSURE AT ALL COOLING COIL CONNECTIONS. 11. PROVIDE MINIMUM 1" AIR BREAK FOR ALL CONDENSATE PIPE TERMINATIONS AT DRAINS. 12. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE ELECTRICAL SUPPLY FOR HEAT TRACE WITH ELECTRICAL CONTRACTOR. 14. TRENCHING, BACKFILLING AND COMPACTING FOR UNDERGROUND PIPING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE IN CONTRACT DOCUMENTS. - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS. - ELASTOMERIC INSULATIONS WHICH MEET THESE RATINGS MAY BE USED AS A SUBSTITUTE FOR FIBERGLASS. - PROVIDE A VAPOR BARRIER COVERING ON ALL CHILLED WATER PIPING AND COIL CONDENSATE PIPING INSULATION. - PROVIDE A COVERING FOR ALL FIBERGLASS INSULATION WITHIN THE BUILDING. - PROVIDE A VINYL JACKET FOR ALL INSULATION EXPOSED TO SIGHT WITHIN THE BUILDING EXCEPT MECHANICAL ROOMS. - PROVIDE REMOVABLE LACED INSULATION PAD OVER ALL CONTROL VALVES, WHERE NOT LOCATED WITHIN A MECHANICAL ROOM. - PROVIDE ALUMINUM JACKET ON ALL INSULATED PIPING OUTSIDE BUILDING. - AT PIPE HANGERS PROVIDE RIGID INSULATION BETWEEN PIPE AND HANGER. 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 IBC, IMC, AND UPC AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES. 3. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 4. SLOPE ALL INDIRECT DRAINS AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE IS INDICATED ON DRAWINGS). 5. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 2006 IMC AND IBC AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES. 6. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 7. PROVIDE CHROME PLATE ESCUTCHEON PLATES AT ALL EXPOSED WALL AND CEILING PENETRATIONS. 8. PROVIDE SHUT -OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. FOR CONDENSATE PIPING PROVIDE TRAPS WITH A MINIMUM SEAL 2" GREATER THAN THE FAN OPERATING STATIC PRESSURE AT ALL COOLING COIL CONNECTIONS. 11. PROVIDE MINIMUM 1" AIR BREAK FOR ALL CONDENSATE PIPE TERMINATIONS AT DRAINS. 12. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE ELECTRICAL SUPPLY FOR HEAT TRACE WITH ELECTRICAL CONTRACTOR. 14. TRENCHING, BACKFILLING AND COMPACTING FOR UNDERGROUND PIPING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE IN CONTRACT DOCUMENTS. AIR COOLED COMPUTER ROOM AC SCHEDULE UNIT NO. MAKE & MODEL PIPING LEGEND TOT MBH SENS MBH SYMBOL REHEAT KW DESCRIPTION ABBREVIATION SYMBOL DESCRIPTION ABBREVIATION 174 CFM GATE VALVE GV SOLENOID VALVE SV A 1 1 IA N/A GLOBE VALVE GLV Ti I GAS COCK GC x1 N/A BALL VALVE - FULL PORTED BV TATa CIRCUIT SETTER VALVE CS N EXISTING EQUIPMENT SILENT CHECK VALVE CV HORIZONTAL EXPANSION TANK HET 1 1 e -1 N/A BUTTERFLY VALVE BFV 6 re ] VERTICAL EXPANSION TANK VET 1 {DJ EXISTING EQUIPMENT BUTTERFLY VALVE W/ MEMORY STOP BFVM '1:1. 1- I AIR SEPARATOR AIR SEP hIwJN N/A FLEXIBLE CONNECTION N/A 1�4 = AIR PURGER AP (CI 1 -1 REDUCED PRESSURE BACKFLOW PREVENTER RPBP 41=0 END SUCTION CENTRIFUGAL PUMP ES PUMP N/A N/A UNION UNION N/A VERTICAL IN -LINE CENTRIFUGAL PUMP VI PUMP Y 1 STRAINER STRN B SUCTION DIFFUSER SUC DIFF __ "I N/A PRESSURE RELIEF VALVE RV g TEMERATURE GAUGE TG eA•• P51 N/A PRESSURE REDUCING VALVE PRV LIEBERT DE363GUAAEI COMPRESSED AIR N/A A T N/A PRESSURE / TEMPERATURE TAP P &T N/A CONDENSATE PIPING 460/3 C -Tl 1 BULB WELL BW N/A CHILLED WATER SUPPLY PIPING N/A CHWS N/A N/A MANUAL AIR VENT MAV N/A CHILLED WATER RETURN PIPING N/A CHWR 4 AUTOMATIC AIR VENT AV CONDENSER WATER SUPPPLY PIPING CWS 9 • -• Fs' PRESSURE GAUGE PG CONDENSER WATER RETURN PIPING CWR I . F -. F THERMOMETER THERM GAS PIPING - G trch BALL VALVE W/ 3/4" HOSE ADAPTOR BV W/ HA REFRIGERANT LIQUID LINE - -- L ®--° [D CONCENTRIC REDUCER CR REFRIGERANT SUCTION LINE S © ECCENTRIC REDUCER ER HWS HEATING WATER SUPPLY PIPING A o TWO -WAY CONTROL VAVLE 2WAY HEATING WATER RETURN PIPING HWR I24 o THREE -WAY CONTROL VALVE SWAY AIR COOLED COMPUTER ROOM AC SCHEDULE UNIT NO. MAKE & MODEL _ SUPPLY FAN TOT MBH SENS MBH HUMID LBS /HR REHEAT KW SEER/ EER/ IPLV ELECTRICAL WT LBS NOTES CFM ESP HP VOLT /PH FLA AC -02 EXISTING EQUIPMENT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 AC -03 EXISTING EQUIPMENT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 AC -05 EXISTING EQUIPMENT N/A N/A N/A N/A N/A • N/A N/A N/A N/A N/A N/A N/A 1 AC -06 EXISTING EQUIPMENT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 AC -07 EXISTING EQUIPMENT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 AC -08 LIEBERT DE363GUAAEI N/A N/A N/A 360 N/A N/A N/A N/A N/A 460/3 N/A 2,750 1 AC -09 LIEBERT DE363GUAAEI N/A N/A N/A 360 N/A N/A N/A N/A N/A 460/3 N/A 2,750 1 PUMP SCHEDULE UNIT NO. UNIT SERVED MFG & MODEL NO, TYPE GPM DP FT IMP DIA IN HP RPM VOLT /PH WT LBS NOTES CP -01 CAC -R01 N/A N/A N/A N/A 1.25 5 N/A N/A N/A 1,2 CP -02 CAC -R02 N/A N/A N/A N/A 1.25 5 N/A N/A N/A 1,2 DRY COOLER SCHEDULE UNIT NO. AREA SERVED MFG & MODEL NO. NOM TONS GPM EWT°F LWT °F ELECTRICAL WT LBS NOTES VOLT /PH FLA DC -R01 DATA CENTER/ROOF LARKIN RF6 -0669 N/A N/A 95 N/A 460/3 10.5 1,210 1,2 DC -R02 DATA CENTER /ROOF LARKIN RF6 0669 N/A N/A 95 N/A 460/3 10.5 1,210 1,2 co 0 0 0) IDC -R011 n DETAIL- PIPING ON ROOF OR FLOOR NO SCALE IDC --R02 DETAIL NO SCALE PLASTIC PIPE UNINSULATED PIPE INSULATED PIPE PIPING THRU WALLS AUTO AIR VENT INSTALLED AT HIGH POINT OF SYSTEM 1/2" TO DRAIN BULB WELL FOR TEMPERTAURE SENSOR PRESSURE RELIEF DI- ELECTRIC UNIONS \ PRESSURE REDUCING VALVE CW FROM REDUCED PRESSURE BACKFLOW PREVENTER BY PLUMBING CONTR. EXPANSION TAN K FF1 -RATED WALL THOLE THRU WALL MIN (1) PIPE SIZE LARGER PIPE INTUMESCENT INTUMESCENT FIRE CAULK /SLEEVE ASSEMBLY INSTALLED PER MFG GUIDLINES � - RATED WALL HOLE THRU WALL MIN (1) PIPE SIZE LARGER PIPE -GALV. STRUT PIPE CLAMP FIRE CAULK IN ANNULAR GAP ON BOTH SIDES RATED WALL HOLE THRU WALL MIN (1) PIPE SIZE LARGER SHT MTL SLEEVE THRU �- INSULATED PIPE GLUE /MOP SUPPORT TO ROOF /FLOOR BY G.C. I CP -011 CP -02 PIPE FULL SIZE TO DRAIN PIPE PREFABRICATED CLOSED -CELL FOAM /STRUT SUPPORT MFG: MICHIGAN MOD: PIPE PIER ROOF /FLOOR WALL FIRE CAULK INSIDE SLEEVE PACK ANNULAR SPACE WITH INSULATIION BETWEEN PIPE AND SLEEVE TO AC -08, AC -09 3 CLOSED SYSTEM - CONDENSER WATER PIPING SCHEMATIC NO SCALE NOTES: 1. EXISTING EQUIPMENT NOTES: 1. NEW DRY COOLER AND PUMP PACKAGE INSTALLED BY OTHERS. 2. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. NOTES: 1. NEW EQUIPMENT PROVIDED AND INSTALLED BY OTHERS. 2. ELECTRICAL CONTRACTOR TO PROVIDE MOTOR STARTER AND DISCONNECT TITLE ACCOUNT MANAGER PROJECT ENGINEER FITTING FOREMAN REFRIGERATION FOREMAN NAME TITLE TF0.01 SCHEDULES - FITTING TF2.02 2ND FLOOR PLAN - FITTING AA0 NAME STEVE FLINK TIM CUNNINGTON JASON ZEMBRYCKI STEVE HARBISON CONTACT LIST COMPANY MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER SCOPE OF WORK DRAWING SHEET INDEX NAME TITLE PHONE NUMBER 253- 680 -3172 206- 768 -4152 206- 768 -3860 206 -768 -4032 FAX NUMBER 253 - 680 -3173 206- 768 -4153 206 - 768 -4033 PIPE UP (2) EXISTING COMPUTER ROOM COOLING UNITS TO (2) OWNER - PROVIDED, OWNER - INSTALLED DRY COOLERS INSTALL ASSOCIATED CONDENSER WATER, MAKE -UP WATER AND CONDENSATE DRAIN FROM NEAREST LOCATIONS. INSULATE OUTDOOR PIPING. PROVIDE EQUIPMENT START -UP. APN # 092304 -9120 12201 BLDG B TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 LEGAL DESCRIPTION LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16 -35 E 100 FT TH S 24 -13 -53 E 969.61 FT TO POINT OF BEGINNING TH N 65 -46 -07 E 58.17 FT TH N 63 -32 -48 E 62.13 FT TH S 22 -47 -01 E 21.44 FT TH N 65 -30 -25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 65 44 51 W, THRU C/A OF 1 -16 -30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67 -01 -21 E 10 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67 -01 -21 W THRU C/A OF 6 -31 -21 DISTANCE OF 320.45 FT TH S 73 -32 -42 W 16.58 FT TH S 71 -35 -51 W 61.96 FT TH N 78 -38 -58 W 7.83 FT TH S 75 -53 -44 W 106.07 FT TH N 05 -01 -10 W 18.41 FT TH S 82 -22 -27 W 64,93 FT TH S 63 -55 -24 W 58.16 FT TH N 24-13 -53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 REVISIONS N 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. VICINITY MAP NO SCALE SEPARATE PERMIT REQUIRE D FON ❑ Mechanical [ Electrical lambing Lir Gas piping City of - rulcwila BUILDING DIVISION MZIMA NETWORKS, INC. BLDG. B 12201 TUKWILA INT BLVD SEATTLE WA 98168 DRAWING NUMBER: D- 1269 - 7386250 -00 MacDonald -Mill FACILITY SOLUTION% 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 -763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU SCHEDULES FITTING EXPIRES: 07 -06 -08 ENGINEER: LAST REVISED: T CUNNINCTON 04 -16 -08 CHECKED BY: DATE PLOTTED: B GEZON 04 -16 -08 CAD: ISSUE DATE: D IKERD RE"+vI p� I� CODE COMPLIANCE APPROVED JUN - 3 2008 Plar review approval is subject to errors and cmtsions. Approval of constriction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and moons is acknowledged: By _ Date: ,�I�c``� City of T ukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER SHEET NUMBER: LiJ J +0.01 c� 0 0 o 0 (V CO GO N) 0 co 0 0 N CD 0 0 C 0 DRY COOLER AND PUMP PROVIDED AND INSTALLED BY OWNER ' NPCW MAKE-UP - WITH RPBP SEE DETAIL PUMP DISCHARGE 1.5" PUMP SUCTION 2" FILL SYSTEM WITH 20% GLYCOL i1 1 1 II 11 AC- 3I 1 r C (,AC 70 EC TO RELOCATE ELECTRICAL{ PANEL TO SIDE OF DC AS INDICATED FOR ELECTICAL ACCESS OF 42" OUTDOOR PIPE WRAPPED WITH 1" INSULATION a .........= ..... .Trrinrr , ILL ....... .. I .. . E .. __.. -- [ ...._. [ ....... y4" CONDENSATE FROM AC -9 TO EXISTING DRAIN - L EXISTING LIEBERT COMPUTER ROOM COOLING UNIT. j Y2" NPCW TO AC -9 f __ __ .�,.... CONNEC`f IO EXISTING_ CONDENSATE DRAIN AND EXISTING Y2 DOW I SCALE: '/s = 1' -0 2 -1/2" i Fa E..- ...7 '4" CONDENSATE FROM AC -8 TO DRAIN FOR AC -6 ,. 2ND FLOOR PLAN - FITTING [AC 61 Y2" NPCW FROM AC -6 EXISTING LIEBERT COMPUTER ROOM COOLING UNIT. E ri ,. T nm� IL if I� 1 1 � ........., I..... ....._.. ...I II I II I_ 1 I[ ,.. ..._..II EC TO RELOCATE "' PANp., TO� SIDE `9F C AS - I INDICATED FOR LLECTICAL ! J ACCESS OF 42'li J II_..,.. PUMP DISCHARGE 1.5" fri PUMP SUCTION 2" FILL SYSTEM WITH I - .. . .. - -- - - --- PIPE WRAPPED OUTDOOR WITH 1" INSULATION --- mrrr°77 DRY COOLER AND PUMP PROVIDED AND INSTALLE BY OWNER 2 " NPCW MAK =UP WITH RPBP SEE DETAIL JAN 12 2009 D (E --REVIEWED FOR \, CODE C©MPL.AN APPRO JUN - 3 2~J0 B- - ILP N ,d.. RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER cDonald -Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 - 767 -6773 www.macmiller.corn WA Lic No: MACDOFS980RU ISSUED FOR PERMIT REVISIONS: MZIMA NETWORKS, INC, BLDG. B 12201 TUKWILA INT BLVD SEATTLE WA 98168 2ND FLOOR PLAN - FITTING ENGINEER: LAST REVISED: T CUNNINGTON 04 -16 -08 CHECKED BY: DATE PLOTTED: B GEZON 04 -16 -08 CAD: ISSUE DATE: D IKERD DRAWING NUMBER: D- 1269 - 7386250 -00 SHEET NUMBER: 202 (I) H- 0 a z W 0 a co N-