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HomeMy WebLinkAboutPermit M11-010 - DIGITAL FOREST - UPS ROOMDIGITAL FOREST UPS ROOM 12101 TUKWILA INTF.RNAT'IONAL BL M11-010 City *Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 0923049031 Address: MECHANICAL PERMIT 12101 TUKWILA INTERNATIONAL BL TUKW Project Name: DIGITAL FOREST - UPS ROOM Permit Number: M11 -010 Issue Date: 03/11/2011 Permit Expires On: 09/07/2011 Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: Address: Email: STEVE FUNK 7717 DETROIT AV SW , SEATTLE WA 98106 N/A Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 396 -8657 Phone: 206 -768 -4180 Expiration Date: 12/31/2012 DESCRIPTION OF WORK: INSTALL (1) 15 -TON PACKAGE ROOFTOP A/C UNIT AND SUPPLY DUCTWORK AND TIE INTO EXISTING DUCTWORK. INSTALL (1) BACKDRAFT DAMPER AND INSTALL (1) MOTORIZED CONTROL DAMPER (SEE PREVIOUS EXPIRED PERMIT M10 -069) Value of Mechanical: $17,742.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: SEATTLE CITY LIGHT Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied ami with, The granting of this permit does not pr construction or the performance of work. back of this permit. Fees Collected: $404.06 International Mechanical Code Edition: 2009 Date: o991ittt ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this mechanical permit and agree to the conditions on the Signature: ,/' (964,2-, Date: Print Name: 4121i 49L,r 5e- 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 -4/10 M11-010 Printed: 03 -16 -2011 • PERMIT CONDITIONS Permit No. M11 -010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDmONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: IMC -4/10 M11 -010 Printed: 03 -16 -2011 20: Contact The Tukwila Fire Prevrn Bureau to witness all required inspections. 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: IMC -4/10 M11-010 Printed: 03 -16 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. 1)11. 0/ 0 Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 0923049309 Site Address: 12101 TUKWILA INT'L BLVD TUKWILA, WA Suite Number: Floor: Tenant Name: DIGITAL FOREST - UPS ROOM Property Owners Name: DIGITAL FOREST 4 New Tenant: ❑ Yes 0..No Mailing Address: 12101 TUKWILA INT'L BLVD TUKWILA WA 98168 Zip City State CONTACT PERSON - ho do we contact when your permit is ready to be issv_� Name: STEVE FLINK Day Telephone: (206) 396 -8657 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City E -Mail Address: State Zip Fax Number: MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: DARLA DOLL E -Mail Address: DARLA.DOLL @MACMILLER.COM Contractor Registration Number: MACDOFS980RU City Day Telephone: Fax Number: State (206) 768 -4278 Zip Expiration Date: 12/31/2011 ARCHITECT OF RECORD i- All plans mu be et stamped by chi ;ect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineet of Record Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip Contact Person: DARLA DOLL Day Telephone: (206) 768 -4278 E -Mail Address: DARLA.DOLL @MACMILLER.COM Fax Number: H: \Applications \Forms- Applications On Line \2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 1 of 2 Valuation of Project (contractor's bid price): $ 17,742 Scope of Work (please provide detailed information): INSTALL (1) 15 -TON PACAGE ROOFTOP NC UNIT, SUPPLY DUCTWORK AND TIE INTO EXISTING DUCTWORK. INSTALL (1) BACKDRAFT DAMPER, INSTALL (1) MOTORIZED CONTROL DAMPER (SEE PREVIOUS EXPIRED PERMIT M10 -069) Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: 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 Fumace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Fumace 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 Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator — Comm/Ind PERMIT APPLICATION NOTES -! 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. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 01/21/2011 Print Name: DARLA DOLL Mailing Address: 7717 DETROIT AVE SW Day Telephone: (206) 768 -4278 SEATTLE WA 98106 City State Zip Date Application Accepted: ©/ J S �/ ,' Date Application Expires: 671015P/ Staff Initials: X H:\Applications \Fors- Applications On Line12009 Applications \1-2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 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.ii'a.us RECEIPT ParcelNo.: 0923049031 Permit Number: M11 -010 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 01/25/2011 Applicant: DIGITAL FOREST - UPS ROOM Issue Date: Receipt No.: R11 -00136 Initials: LAW User ID: 1632 Payment Amount: $404.06 Payment Date: 01/25/2011 02:32 PM Balance: $0.00 Payee: MACDONALD- MILLER FACILITY SOLUTIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2836 404.06 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 323.25 000.345.830 80.81 Total: $404.06 doc: Receipt -06 Printed: 01 -25 -2011 INSPECTION NO. INSPECTION RECORD. • 4-tn Retain a copy with permit /27//-19/0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206)\,431 -2451 Project: ,Zi/l /7`7Z fG 40,,57 Type of Inspection: 1 /- i n.4A 6 Address: /' /D / 7`.-2 Date Called: l31 A7If/ if. 5fr4toA,/ A/ , Special Instructions: A,/ FAQ L y • Dysuac°f Date Wanted: ,_5-- -.2 6_ / / p.m. Requester: Phone No: (906-26s-4/75c, DApproved per applicable codes. fl Corrections required prior to approval. COMMENTS: 0 ) , fr ;;A/p/ / _ (0-.1? 1Aitee/ 7i•t)((."V ,,7,b_ o6=7. l31 A7If/ if. 5fr4toA,/ A/ , Y) 3----1 0 Ae: - 5/1). t Aiat.✓•✓ - 4,f /n/f c,. Peter „fi - (-4,„,,,,,(1., ,r;,,,/ c .. \ v Inspect Date: �- 76 - I R 1 SPECTION FEE REQUIRED. Prior to 'hext inspection, fee must be .aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . �. -- �.� _� - -_ e-__- • ENWENGINEERS STRUCTURAL ■ _WENGINEERSL FILE COPY Engineers Northwest Inc., P.S. P�Irmit No.. SABEY INTERGATE WEST BUILDING B Tukwila, WA STRUCTURAL CALCULATIONS FOR AC -6 ROOF MECHANICAL UNIT (Curb Attachment To Roof) INDEX Calculations Detail CORRECTION LTR# 2009 IBC February 17, 2011 ENW Project No. 09- 045007 MWOI0 1 -2 3 REVIEWED FOR - CODE COMPLIANCE APDoVWFf MAR 11 2011 City of Tukwila BUILDING RIVISIDN RECEIVED MAR 07 2011 PERMIT CENTER • • • • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com ENW ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX. (206) 522-6698 12/6 pri faaerr AC -6' Cu rta DATE Z —(7 -1r CU ILO CoNNECr /cj,V T'0 °Eck_ d— he -6 SHEET 1 OF 3 CDAm/Ecr /ON ra Gulls. Cmtc t Pkrt- .fd1 = 0.°177 Friar. 01144/#404L J IICN CALCJ Sy o'occkl-VcffrC p -a -o2 BY i� pJO 0,7 (u,2) 0.5 ?� CZ) = 0,2_ 1 Cwft3 4 r r = 0,7 (o•y) 0,6177 (Z) ritn a.s6 k 0,6 n o.6(Z) _ /.2K 49j cg 7-Or 2 •.Y,I tt& r 0, 6 0 f 0,7 E �Ha.k Pu F T ' : M0,- = 0, 66 k ( 39 ) = 2. /s" h. ., . b 6, «k /ffCA D12 F't# /A c 6F14w. 12Ec.k r/tEVloulcr 17�s CAI tOtrAI LE! f fly PecclEhF.y�E1'2. CAcc.r O9ra� f /2-0F A Ira ME; ,wr&d ve , /`12 = (1,,10 — 0,27Y - .2:,7y k Z, IS(- b/n cT J'RTAn V= O,G6' k 610 I is fCnPwf VRLLaw. = 20 d 44e Foci./ (JE£ N0er tNErr) rtEOL EA-CH PPE 0.6C = 2,3( 0.21 UJE '.(Z rZ oc E.9CN too! Curie 7.0 DOC/t 71 = 6 Jc OEh/f. /Z 61.ihwar ( /v / r TO cu R.O (4Jt : CC t!'1 TV /41.//T 4- 3 --4,..t TO cuna Z. PCACeJ gi9cH I ( Turn C L I to f (.I FE D FTi4 / 4) , o . er u re. l f r IP 06' It111,: Curt0 CLIel , PLALI (e Ptc,f) O/? J' 1 /CO? X Y -� ri FA chi ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET Z OF 7 Rev. 1/3/00 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 1 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS 1 (Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi ) min. dw = the larger of the screw head or washer # 2 0.0860 25 ga_ 0.0188 45 diameter, but not larger than 1/2"(5/16"ewt) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 1 # 4 0.1120 20 ga. 0.0346 45 Pas= allowable shear force per screw # 5 0.1250 18 ga 0.0451 45 Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pal= allowable tension force per screw # 7 0.1510 14 ga_ 0.0713 65 Pa= nominal tension strength per screw # 8 0.1640 12 ga_ 0.1017 65 Pte= pull -out force per screw # 10 0.1900 Pte, = pull -over force per screw # 12 0.2160 t, = thickness of member in contact 1/4 in. 0.2500 with the screw head 1 NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head 1 are not to be used. 1 1 Fw = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head f be less than 1.25 P„„= 3.75 Pm. 1 Fo2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Rd= 3.75 Pa 1 1 E6.3 Shear E6.4 Tension Pas = P as/3 Pat = P nd31 For tb/t, < =1.0 Pas shall be taken as the smaller of Pal shall be taken as the smaller of PaS = 1.4 (t: d)112Fu2 Pull - Out I Pas = 0.9t,dFw Pa= 0.283bdFi Pas = 0.9 t2 d Fu2 Pull - over / Pat = 0.5t,d.Fun For t2/t, >=2.5 Pas shall be taken as the smaller of P�= 0.9tidF", P�= 0.912dF.e 1 For 1.0< bib <2.5 Pas shall be determined by the linear interpolation between the above two cases (ALLOWABLE LOADS (Ibs.) SCREW SIZE GAUGE #10 8s I;6 d = 0.216 d = 0.190 d = 0.184 d = 0.138 (PULL ii SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT 25 (18miI) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33mi1) 188 95 177 84 164 72 128 61 0 18 (43mi1) 28 ilizio 263 109 240 94 128 79 16 (54mi1) 569 225 400 198 240 171 128 144 14 (68mi1) 600 283 400 249 240 215 128 181 12 (97mil) 600 404 400 355 240 307 128 258 Min. Edge Dist and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5116" MINIMUM HEAD DIAMETER. 1 1 1 Page 1 2/17/2011 SCREWS.XLS ENVYENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 J PROJECT Di G/ TA L Fort-r1 r DATE 2 `/ 7- 1/ /'VAC l!N /T TO Curt.° J- CU/Z.& ra good OGC/r SHEET 3 OF 3 CON NEC T10'V (j■' //aIG BY TC_ 12^TyP EACH Co2NErt/AC/{ 1' /DE 1 Q CLIP p PLCI 4 "c�Ir d'cAcE/ien/r EX1fr /6 G/9 auto — h 10 Tyr /‘ .GA X Lo /,/ co/2 (g et- c Es era rLAM) FIECO r,\ EMS. I2° 3 —,1 /2 JC2EwJ e-1 10c TYP rvr 4-130T (6 icit EWJ ru rAc 1'/=r(; C6/0) 1 JcrcEVJ ' e /2 ac /"1/4 X 01 JiOf -J> S £cT/ v ni 3 t /L0 /Y Fx rJr I8 6.09 1>NJ6 3C OECk rNC F X/ s T/ n/ 6 1200 F rauCTkte Pic E -' E vA Z U /47"F- o o ev o A *0 E al; Are: Y'd Yt ro;G G E r1 F ye ..k OEf/cv CII-ot4P 0147-, /0"-Z3 - -o2 Steve Flink Account Manager MacDonald - Miller Facility Solutions 2500 South Holgate Tacoma, WA 98402 Mr. Flink: POGGEMEYER DESIGN GROUP FILE COPY W,. tA.,...rb A1/1 August 22nd, 2008 RE: Digital Forest UPS Room RTU, Roof Capacity Verification for Proposed HVAC Unit Installation We have reviewed the loading effects of the proposed Trane Voyager TCD -180 mechanical unit, which has a maximum operating weight of 2,000 lbs., which will be located on the roof of Intergate West Building "C" between grids A -B, bay 2 -3, as shown per attached sketch SK -1. The unit shall be installed with the accessory -roof curb in order to more effectively distribute the weight of the structure to the two joists. Our review of the proposed HVAC unit included analysis of gravity loads and possible seismic lateral loading, as determined per the International Building Code (2006 Edition) and the ASCE 7 -05 codes. We have determined that the roof has sufficient capacity to support the loading demands imposed by the proposed unit. Please feel free to call me at (425) 827 -5995 for any further question or clarifications. Sincerely, Ben Fisher Project Engineer Poggemeyer Design Group Phone: (425) 827 -5995 Fax: (425) 828 -4850 Enclosed: SK -1 CC: Poggemeyer File REVIEWED FOR CODE COMPLIANCE AppanvED MAR 11 2011 City otTukwila BUILDING DMSION cnARSIA JAN 2 5 2011 PERMITCENTER 512 6th Street South, Suite 202 I Kirkland, Washington 98033 I P 425.827.5995 I www.poggemeyer.com POGGEMEYE IGN GROUP Cons eers No on 512 6th Street Slog, ite 202 Kirkland, WA 98033 (425) 827 -59 FAX (425) 828 -4850 Job Name DIGITAL FOREST ROOF Made by BSF Date 8/12/08 Job No. 8035 Checked by Datc Sheet No. SK -1 Description TRANE VOYAGER l CD -18[ HVAC ATTACHMENT TO ROOF AT INTERGATE WEST BLDG C TRANE HVAC U TTACHMENT TO RI PER MANUFACTU' V ROOF AREA WITH HVAC OVER UPS ROOT' ENLARGED AREA UPS ROOM AT SCALE: 1/8" = 1' -0" BLDG C ROOF PLAN SCALE NTS G 8035-- WO No i0 ol 0 i It :iilmLai!l g u g uuuuuu 11 WiJEIIIi 1 lil IRA E v A,,I. I R-OP VA UNIT ' ' 1 1 1 BLDG C ROOF PLAN SCALE NTS G 8035-- WO POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 425 827 -5995 • Fax 425 828 -4850 I I Made by 1�5P Date g 5(112-iv Joh No Checked by Date Sheet No Description UP5 conk 1-6.1"c "- Job Name D1A. L -m•-V rD/- e r ",cte.i^AIt- e lGttJ GA ate• � t. r / I4') GtEOn^ r%1j 1 -Ate Jbyattx— TGp -t$e Voyelai TCO Items. AC-I Oy 11apr AG+ 6/30/2000 1:17:30 PIA Dignal Forest n TRANE DOWNFLOW ISOMETRIC- PACKAGEO COOLING WITH ELECTRIC HEAT seIe,Miv n ,([ter Doti (wit• IQ) rAOc4 14,4 .1 r;Q. 13.1)•' fa. 13.9- 2-- 66I . 13.$- 3 dins y 0.144- Sol ' a'203 (1t 2 �) = c - t-- PC`.7►c4J orm- f4d-� zr FPttv,ax < I.l. • yo5 If • LI 31 I 1-6 OA x.) 7. 0:2'. Sos Sto • 1^)1. - '5 $(o'11 ir4"..1) LADAO C,orn 'nod5 0ta(,1_a,R -rk POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425( 827 -5995 • Fax (425( 828 -4850 Made by �� Date R I) L�D4 3 a Job No Checked by Date Sheet No Description AA IAA) A Job Name pt a t -1 , f .ni...S -i Ljl ff At 16 QZti (A .-J ? 0.LSpc, We P-1 %/1-1 A O.L6,pc,WQ= 3`1041 HaldOvwry buCk(lor3 AT AO, OF D. tQ f 4 Qa 10 11 k- 56," 6� (l000)(2s ")-- (vIoa)(3G ") t (tiabD (0 -1ay \I it r- _ ( &109 I'l�9 2Od yr Fr ��- �°�0$1 0✓+ti� w qt" GA i6 ,,�1 , / 1 ( o ) ( 1 1 ) ? VA Mg = ���,fu- Iajci 6� 01(4r-r- ig- log AP MRx uPorr 1-001i 01/1 "-- NM? rJ 5 °1 D14 Otiw ri 1a-etx Pra- V p, y v%O# cl6wN (tv1/Fcvr3 ( ° / Fdnr) 11319V C 7-504 / ,V1 ' 265 1 A.a rap ti-?-6 S (en -rcv•r —' POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by 1, F Date , $I l?-D $ No. Checked by Dare Sheet No_ Description vey 9-4t9M 1-1 %Mt-- Job Name DIlL(. v F1)441-,r GjEISMICiralWAJ tiv\ llEUe--' ''J b (2-1 Arn/�V (Loot` ate * O er') 1,(2," h P c • ASV. Oh 6 'c C 4A-to) /V, " t;if. P✓fi ,ioCt,os fin. lb? "icititA wet-q 4710e- t.A PS 41 v(" ta-4ln -4Gv.& vAt -i65 c Arvu AP; L4 V rJ t f'pjt -M Loli-D • e,-e4S t qcp e6 p • Lf q0 Mf. ' r S 1)N If r7z. /040.fr• Poo? vec�WW Aot✓a��TL 3015Y7 C(bl- rl- i. y- ve -r) \Jut,otiA F1 lbk`t Ot-D" O.G. 4,014 = 14t •G" LoAQ '(.r LA 'E IA A-0 '? *S U et,r ▪ esr (121/0 -' ,L4f jr t.tt/e)4' (A RU r 2C-' ((F) % 51-19w (5° et7 Tr") ?ff0 e (.t% F WOW 4 G t-rni-e CA,0• - .493k /ft Loads: LC 1, LC- DESIGN Results for LC 1, LC- DESIGN Member Bending Moments (k -ft) Reaction units are k and k -ft oggemeyer Design Group BSF AI�:A Ai AAAAA AA A A A A AA -23.4 Design Load Diagram 4.8 Aug 12, 2008 at 11:52 AM 16K4 TEST.r2d Beam: MI Shape: RE4X4 Material: gen_Conc3NW _ength: 19.5 ft I Joint: N1 J Joint: N2 LC 1: LC- DESIGN Code Check: 0.000 (bending) Report Based On 97 Sections A k fa ksi V 4 807 at 0 ft -4.807 at 19.5 ft 26.362 at 9.75 ft ksi - 23.433 at 9.75 ft k -ft ft - 26.362 at 9.75 ft ksi - 23.829 at 9.75 ft in - 25k/ft 3 5 Loads: LC 2, LC-PROPOSED Results for LC 2, LC-PROPOSED Member Bending Moments (k-ft) Reaction units are k and k-ft oggemeyer Design Group BSF A A A /s A A A/ \A A / -13.8 AAA \MM., AA. \A AAAAA PROPOSED LOAD CASE 2.6 Aug 12, 2008 at 11:52 AM 16K4 TEST r2d Beam' MI Shape: RE4X4 Material: gen_Conc3NW ength: 19.5 ft I Joint: N1 J Joint: N2 LC 2: LC- PROPOSED Code Check: 0.000 (bending) Report Based On 97 Sections A k fa ksi V 3.459 at 0 ft -2.625 at 19.5 ft k 15.502 at 8.938 ft ksi -13.78 at 8.938 ft k -ft ft - 15.502 at 8.938 ft ksi - 14.176 at 9.547 ft in Voyager TCD Items: AC -1 Qty,: 1 Tags: "AC-1 6/30/2008 1:17:30 PM Digital Forest TI 6 5/8" DOWNFLOW CONDENSATE DRAIN CONN 1" NPT -- –� SERVICE GAUGE PORT ACCESS 2" DIA HOLE (UNIT POWER WIRE) 7/8" DIA. HOLE (UNIT CONTROL WIRE) DOWNFLOW ISOMETRIC - PACKAGED COOLING WITH ELECTRIC HEAT — - 18 11/16" ►-- 221/2" - 4 1/4" —7 4 1/4" 62 7/16" RETURN —26 7/16 " --- THROUGH THE BASE ELECTRICAL (SEE ACCESSORY SHEET) --' DOWNFLOW - PENATRATION TOPSS Dimension Drawing ALLW ELHTS AND DPENSDNS ARE APPROXRATE. CERTFED PRNTS ARE AVAlABLE UPON REQUEST. Page: 1 Voyager TCD Items: AC -1 Qty: 1 Tags:'AC -1 6/30/2008 1:17:31 PM Digital Forest TI rRAiti'E ELECTRICAL / GENERAL DATA GENERAL Tons: 15 Unit Operating Voltage Range: 414 -506 Unit Hertz: 60 Unit Primary Voltage: 460 Unit Phase: 3 Unit Secondary Voltage - EER: 9.9 Standard Motor Oversized Motor Field Installed Oversized Motor Minimum Circuit Ampacity 39.0 Minimum Circuit Ampacity: 42.0 Minimum Circuit Ampacity: N / A Maximum Fuse Size: 50.0 Maximum Fuse Size: 50.0 Maximum Fuse Size: N / A Maximum (HACR) Circuit Breaker: 50.0 Maximum (HACR) Circuit Breaker: 50.0 Maximum (HACR) Circuit Breaker: N / A HEATER Heater kW Rating: N / A Standard Motor with Heat Stage N / A Oversized Motor Field Installed Oversized Motor Minimum Circuit Ampacity: N / A Minimum Circuit Ampacity. N / A Minimum Circuit Ampacity: N / A Maximum Fuse Size: N / A Maximum Fuse Size: N / A Maximum Fuse Size: N / A Maximum (HACR) Circuit Breaker: N / A Maximum (HACR) Circuit Breaker: N / A Maximum (HACR) Circuit Breaker: N / A COMPRESSOR OUTDOOR MOTOR Circuit #1 Circuit #2 Number: 1 Number: 1 1 Horsepower: .50 Horsepower: 9.3 5.1 Motor speed (RPM): 1,100 Phase: 3 3 Phase: 3 Rated Load Amps: 16.3 10.0 Full Load Amps: 1.6 Locked Rotor Amps: 113 0 63.0 Locked Rotor Amps: 3.8 INDOOR MOTOR Standard Motor Oversized Motor Field Installed Oversized Motor Number: 1 Number 1 Number: N / A Horsepower: 3.0 Horsepower: 5.0 Horsepower: N / A Motor Speed (RPM): 1.740 Motor Speed (RPM): 3,450 Motor Speed (RPM): N / A Phase: 3 Phase: 3 Phase: N / A Full Load Amps: 4.8 Full Load Amps: 7.6 Full Load Amps: N / A Locked Rotor Amps: 40.5 Locked Rotor Amps: 54.9 Locked Rotor Amps: N / A POWER EXHAUST ACCESSORY FILTERS REFRIGERANT (Field Installed Power Exhaust) Type: R -22 Horsepower: N / A Type Throwaway Factory Charge Motor Speed (RPM). N / A Furnished: YES Phase: N / A Number: 2 / 4 Circuit #1: 17.5 lb Full Load Amps' N / A Recommended Size: 20" x 20" x 2" / 20" x 25" x 2" Circuit #2: 9.5 lb Locked Rotor Amps: N / A NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for installations in the United States only 2. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions 3. Value does not include Power Exhaust Accessory. 4. Value includes oversized motor. 5. Value does not include Power Exhaust Accessory. 6. EER is rated at ARI conditions and in accordance with DOE test procedures TOPSS Dimension Drawing ALLW ELHTS AND DIIENSDNS ARE APPROXIIATE. CERTFFD PRNTS ARE AVALABLE UPON REQUEST. Page: 2 Voyager TCD items: AC -1 Qty;, 1 Tags: AC -1 6/30/2008 1:17:31 PM Digital Forest TI Ift TRAM' 50 1/8" 6 5/8" DOWNFLOW CONDENSATE DRAIN CONN 1" NPT SINGLE POINT POWER ENTRY 48 3/8" 106 11/16" SERVICE GAUGE PORT ACCESS 70 13/16" 2" DIA HOLE (UNIT POWER WIRE) 7/8" DIA. HOLE (UNIT CONTROL WIRE) DOWNFLOW ISOMETRIC - PACKAGED COOLING WITH ELECTRIC HEAT 4 1/4" — 41/4 "_ 1 8 11/16" - — 22 1/2" -•—,—•-26 7/16 " —► 62 7/16" RETURN 54 11/16" SUPPLY 0 DOWNFLOW- PENATRATION TOPSS Dimension Drawing ALLW ELHTS AND D1,4 ENSDNS ARE APPROXIMATE. CERTFID PRINTS ARE AVA1ABLE UPON REQUEST, Page: 3 Voyager TCD Items: AC -1 Qty: 1 Tags: AC -1 6/30/2008 1:17:32 PM Digital Forest TI /ED CORNER WEIGHT INSTALLED ACCESSORIES NET WEIGHT DATA NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT OF OPTION /ACCESSORIES ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT OF OPTIONAL ACCESSORIES SHOULD BE ADD TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4 WEIGHTS FOR OPTIONS NOT LISTED ARE < 5 LBS. 5. WEIGHT ARE OF BASE UNIT ONLY. FOR TOTAL WEIGHT, 10 DIGIT FACTORY INSTALLED OPTION (ECONOMIZER AND /OR OVERSIZED MOTOR OR FIOP /ACCESSORY WEIGHT MUST BE ADDED. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Drawing ALLW ELHTS AND DI1ENSIINS ARE APPROXIMATE. CERTFED PRINTS ARE AVALABLE UPON REQUEST. Page: 4 ACCESSORY WEIGHTS ECONOMIZER 65 0 Ib MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER HEATER OVERSIZED MOTOR 5.0 Ib HIGH STATIC DRIVE HIGH EFFICIENCY MOTOR ( FIOPS) THROUGHT THE BASE ELECTRICAL (FIOPS) UNIT MOUNTED CIRCUIT BREAKER (HOPS) UNIT MOUNTED DISCONNECT (FIOPS) POWERED CONVENIENCE OUTLET (FIOPS) HINGED DOORS (FIOPS) TOOL -LESS HAIL GUARD (FIOPS) POWER EXHAUST ROOF CURB 205 0 Ib BASE UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET O 547.0 Ib © 234.0 Ib (E) LENGHT (F) WIDTH 1866.0 Ib 1498.0 Ib O 358.0 Ib O 359.0 Ib 42" 28" NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT OF OPTION /ACCESSORIES ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT OF OPTIONAL ACCESSORIES SHOULD BE ADD TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4 WEIGHTS FOR OPTIONS NOT LISTED ARE < 5 LBS. 5. WEIGHT ARE OF BASE UNIT ONLY. FOR TOTAL WEIGHT, 10 DIGIT FACTORY INSTALLED OPTION (ECONOMIZER AND /OR OVERSIZED MOTOR OR FIOP /ACCESSORY WEIGHT MUST BE ADDED. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Drawing ALLW ELHTS AND DI1ENSIINS ARE APPROXIMATE. CERTFED PRINTS ARE AVALABLE UPON REQUEST. Page: 4 Joyager TCD tems: AC -1 ity; 1 Tags: AC -1 3/30/2008 1:17:33 PM Digital Forest TI ifft MANE' CLEARANCE 68" CLEARANCE 36" CLEARANCE 60" CLEARANCE 48" DOWNFLOW- PACKAGED COOLING WITH ELECTRIC HEAT CLEARANCE UNIT OUTLINE 62 1/2" DOWNFLOW - PACKAGED COOLING WITH ELECTRIC ROOF OPENING CLEARANCE TOPSS Dimension Drawing ALL W ELHTS AND DV ENSDNS ARE APPROXIMATE. CERTFED PRIJTS ARE AVA1ABLE UPON REQUEST. Page: 5 Voyager TCD tams: AC -1 ity; 1 Tags: AC -1 3/30/2008 1:17:33 PM Digital Forest 71 MANE" 1 13/16 " - 1 13/16" 66 5/8" 101 7/8" 2" _N ' v" (t 5111 20 7/8" -- 17 1/8" 28 1/2" 1" 1" 14 1/16" ti 63" L 102 1/4" ACCESSORY -ROOF CURB N ACCESSORY - DOWNFLOW DUCT CONNECTIONS 67" TOPSS Dimension Drawing ALL ELHTS AND DMENSDNS ARE APPROXIMATE. CERTFID PRNTS ARE AVALABLE UPON REQUEST. Page: 6 55 1/2" RETURN SUPPLY L 102 1/4" ACCESSORY -ROOF CURB N ACCESSORY - DOWNFLOW DUCT CONNECTIONS 67" TOPSS Dimension Drawing ALL ELHTS AND DMENSDNS ARE APPROXIMATE. CERTFID PRNTS ARE AVALABLE UPON REQUEST. Page: 6 Voyager TCD !terns: AC -1 6ty: 1 Tags:AC-1 6/30/2008 1:17:35 PM Digital Forest TI DOWNFLOW ACCESSORY- ECONOMIZER TOPSS Dimension Drawing ALL ELHTS AND DI1 ENSDNS ARE APPROXIIATE. CERTFED MINTS ARE AVALABLE UPON REQUEST. Page: 7 tS' Dimensional Data Figure 9. Cooling with Optional Electric Heat and Gas /Electric Models - 121/2-17h/2 Tons Standard Efficiency; 121/2 Tons High Efficiency All dimensions are in Inches /millimeters. * *1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) FILTER ACCESS DOOR HORIZONTAL- DOWNFLOW CONDENSATE DRAIN CONN 1" (25 4MM) NPT 71 5 /8" 1819 28MM 107 5/16' 2725.74MM 50 1/8" 1273.18MM 48 1/2' 1231.90MM 57 3/16" (452.56MM SOI POWER INGLE PE NTRNT Y) .50 (12.3MM) NPT GAS INLET (VC•180 -H - .75 (19.O5MM) NPT) (YC•210 -H - .75 (19.05MM) NPT a 3 /8" 212.73MM 106 11/16" 2709.87MM 2 11/16 " / 68.26MM 70 13/16" 1798.64MM VC" MODELS ONLY 2' (50.BOMM) DIA IIOLE (UNIT POWER WIRE) 7/8" (22.23MM) DIA. HOLE (UNIT CONTROL WIRE) SERVICE GAUGE PORT ACCESS 116 RT- PRCO24 -EN • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2011 Steve Flink MacDonald Miller 7717 Detroit Av SW Seattle, WA 98106 RE: Correction Letter #1 Mechanical Permit Application Number M11 -010 Digital Forest — UPS Room —12101 Tukwila International BI Dear Mr. Flink, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M11 -010 W:\Permit Center \Correction Letters\2011\M11 -010 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building; Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: February 4, 2011 Project Name: Digital Forest - UPS Room Permit #: M11 -010 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide framing and attachment details for the new rooftop unit relative to the calculations provided. Please provide the attachment of the curb to the roof and the new rooftop unit to the curb and any framing members needed to support the perimeter of the hole cut in the roof. I could not find this information on the plans. 2. Please provide a list of required special inspections if any are needed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PLAN • TING SLIP ACTIVITY NUMBER: M11 -010 DATE: 03 -07 -11 PROJECT NAME: DIGITAL FOREST - UPS ROOM SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued EPARTMENTS: wilding ivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-08-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route ROUTING: Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 04-05-11 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 •PERMITCOORDCOPY• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M11 -010 DATE: 01/25/11 PROJECT NAME: DIGITAL FOREST - UPS ROOM SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued D` PAR MENT : r 1)1)h-cling 441 ing ivision Public Works n AM Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01/27/11 Not Applicable :.PermitCenter 'the .Qnly , .. . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/24/11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) rogl Notation: REVIEWER'S INITIALS: DATE: PermiizCenier'Web*. :' ,, CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 -61 I Plan Check/Permit Number: M11-010 111 Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Digital Forest — UPS Room Project Address: 12101 Tukwila International Bl Contact Person: S+' .c.-Q r L 1 /l k Phone Number: 3 \ 1060 - 3 )'7c . Summary of Revision: Y �1 Gin V 1 rt, o_41 S re-a t -e _J∎ t.� J. e.AA c 4-, U In s 4-rz. o j AA.11- 1, e-2 u 1 C p fli (0-h r QX V\ 1 Y1 Q ►1� A O� o..c.�4AN► -h� �A'c .� �� pY +ki J vl.11.w 12 cn, To P Sheet Number(s): C G aj"5 cS +v-u e+ CAS e.. "Cloud" or highlight all areas of revision including date of revi 'on Received at the City of Tukwila Permit Center by: 'Entered in Permits Plus on ft CITY OF 111KWILA MAR 07.2011 PERMIT CENTER \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople i inter Friendly Page Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Lai 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 MACDONALD /MILLER FAC SOL INC 2067684180 Po Box 47983 Seattle WA 98106 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602254260 Active MACDOFS980RU Construction Contractor 12/31/2002 12/31/2012 General Unused License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVCOI *988RC DIVCO INCORPORATION Construction Contractor General Unused 12/3/2002 11/7/2012 Active ENCOMMS984CA ENCOMPASS MECHANICAL SERVICES Construction Contractor General Unused 2/1/2002 2/1/2004 Archived MACDOMR026RU MACDONALD MILLER RSDNTL INC Construction Contractor General Unused 12/31 /1998 12/31/2001 Archived DIVCOI *031L4 DIVCO INC Construction Contractor General Unused 6/24/1997 8/1/2003 Archived MACDOMR0760P MACDONALD MILLER RESIDENTIAL Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC DIVCO ENERGY CONTROL COMPANY Construction Contractor General Unused 6/3/1982 5/26/1997 Archived MACDOM *248J9 MACDONALD MILLER CO Construction Contractor General Unused 4/29/1976 2/1/2002 Archived LINFOAR980QG LINFORD AIR 8 REFRIGERTN INC Construction Contractor General Unused 11/7/2002 11/7/2004 Inactive Owner Information Name Role Effective Date Expiration Date GOUGH, DAVID ANTHONY Director 12/29/2010 HOEL, STEPHANIE W Member 05/14/2010 SIMONDS, DERRICK R President 05/14/2010 WEBSTER, MARK E Vice President 05/14/2010 hens J /fortress.wa. aov /lni/bbin /Print.aspx 03/16/2011 1 PACKAGED ELECTRIC AIR CONDITIONING SCHEDULE UNIT NO. MFG & MODEL NO NOM TONS SUPPLY FAN OA CFM EXH FAN COND FAN EER/ IPLV ELECTRICAL WT LBS NOTES CFM ESP QTY HP QTY HP QTY HP VOLT /PH MCA AC-1 TRANE SXHFC75 75 14/12 W 1 4/ 12e 2 BARE ROUND SHEETMETAL 2 20 6 1 14/ 12 -&W 460/3 11000 1 AC-2 AAON RN -070 70 25000 2 2 15 1000 2 3 6 3/4 9.4/10.1 460/3 157 7000 1 AC -3 AAON RN -070 70 25000 2 2 15 1000 2 3 6 3/4 9.4/10.1 • 460/3 157 7000 1 AC -4 AAON RN -070 70 25000 2.0 2 15 1000 2 3 6 3/4 9.4/10.1 460/3 157 7000 1 AC-5 AAON RN -070 70 25000 2.0 2 15 1000 2 3 6 3/4 9.4/10.1 460/3 157 7000 2 RTU -1 TRANE TFD -180 15 6000 1.0 1 5 200 - - 2 112 9.9/10.2 460/3 42 2000 3 NOTES: 1. EXISTING ROOFTOP AIR CONDITIONING UNIT TO REMAIN. 2. FUTURE ROOFTOP PACKAED AIR CONDITIONING UNIT 3. NEW ROOFTOP PACKAGED MR CONDITIONING UNIT WITH THE FOLLOWING FEATURES /ACCESSORIES: R -22 REFRIGERANT (2) SCROLL COMPRESSORS 100% ECONOMIZER WITH BAROMETRIC RELIEF ACCESSORY (CANFAB 6107 -EC). RETURN AIR SMOKE DETECTOR - CONNECTION TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR FACTORY MOUNTED DISCONNECT - ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR m 0 0 CV 03:30:04 PM, Thursday, September SEPARATE PERMIT REQUIRED FOR CrElactrkal CrAlumbing Ms MPhil BUILDING DIVISION AEVIS ONS No changes shell af to the scope ot�rcwithout be o approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end may include additional plan review tees. COPY Permit No 0 IRen review approval Is sotto errors and omissions, Approval of construction documents does not audtorixe tl'rc violation of any adopted code or ordinance. Receipt 01 approved Copy d iS wedged: By. ( .44A Date: 3bb City Of BUILDING DIVISION HVAC ABBREVIATIONS ABBV FULL NAME ABBV FULL NAME ABBY FULL NAME A AC AFF AL BDD BOB BOD. BOLT BTU BTUH BWG BWR C CAP CC CFM CHWR CHWS COMB CONN CWR CWS DB DIFF DMPR DN EC EGC EER ELEV EMS COMPRESSED AIR LINE AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ALUMINUM BACKDRAFT DAMPER BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNITS BRITISH THERMAL UNITS PER HOUR BOTTOM WALL GRILLE BOTTOM WALL REGISTER CONDENSATE CAPACITY CONTROLS CONTRACTOR CUBIC FEET PER M1NUTE CHILLED WATER RETURN CHILLED WATER SUPPLY COMBUSTION CONNECT CONDENSER WATER RETURN CONDENSER WATER SUPPLY DUCT BOARD DIFFUSER DAMPER DOWN ELECTRICAL CONTRACTOR EGGCRATE ENERGY EFFICIENCY RATIO ELEVATION ENERGY MANAGEMENT SYSTEM ESP EXH EXTR FAC FD FLA FOB FOT FSD G GALV GC GPM GR GWB HG HP HWR HWS ID INT LIQ M-M MBH MC MCA MD MIN MT MUA NOM EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FIRE ALARM CONTRACTOR FIRE DAMPER FULL LOAD AMPS FLAT ON BOTTOM FLAT ON TOP FIRE SMOKE DAMPER GAS LINE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE GYPSUM WALL BOARD HOT GAS LINE HORSE POWER HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INTERLOCK LIQUID LINE MACDONALD- MILLER ONE THOUSAND BTUH MECHANICAL CONTRACTOR MINIMUM CIRCUITAMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE -UP AIR NOMINAL OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIMENSION RA RETURN AIR REG REGISTER (GRILLE WITH DAMPER) REQD REQUIRED RIO ROUGH IN ONLY SA SUPPLY AIR SCD SMOKE CONTROL DAMPER SD SMOKE DAMPER SL SOUND LINING SM SHEET METAL SP STATIC PRESSURE SS START /STOP SSSC SOLID STATE SPEED CONTROLLER STL STEEL SUC SUCTION LINE SUSP SUSPENDED T'STAT THERMOSTAT TC TEMPERATURE CONTROL TOD TOP OF DUCT TOS TV TWG TWR TYP UNO VD VFD TOP OF STEEL TURN VANES TOP WALL GRILLE TOP WALL REGISTER TYPICAL UNLESS NOTED OTHERWISE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER DUCT LEGEND DESCRIPTION SYMBOL DESCRIPTION SYMBOL BARE SHEETMETAL GREENHECK DFD 150 OR EQUAL , 1 112 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ") GREENHECK DFD 150 (HORIZONTAL MOUNT) OR EQUAL . , . . . . . ._, . . 3 HOUR °CURTAIN ST VERTICAL:FIRE DAMPER 14/12 120W TFSD ® GREENHECK CFSD 212 1 OR EQUAL 3 HOUR VERTICAL COMBINATION FIRE/SMOKE GREENHECK DFD 350 (HORIZONTAL MOUNT) OR EQUAL CEILING RADIATION DAMPER GREENHECK CRD-2 OR EQUAL BACKDRAFT DAMPER SOUNDLINE SHEETMETAL (1" LINING) HFSD GREENHECK FSD 231 OR EQUAL SMOKE DAMPER CLEANROOM QUALITY DUCTWORK SCHEDULES & NOTES - HVAC 14/12 SL 14/12 C BUSKIN CBD2 NO SUBSTITUTE ALLOWED VOLUME DAMPER SHOP FABRICATED, WI LOCKING QUADRANT MD. 40 GREENHECK VCD -23 OR EQUAL SMOKE CONTROLMOTORIZED DAMPER GREENHECK SMD301 OR EQUAL SHEETMETAL WRAPPED WI INSULATION (2 ") AD > 18" x 18" MINIMUM THROUGH BUILDING BARE FLAT OVAL SHEETMETAL GENERAL NOTES: 14/12 W 1 4/ 12e BARE ROUND SHEETMETAL FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 ") 120 14/ 12 -&W . EXPOSED QUALITY SHEETMETAL DUCTBOARD (1" FIBERGLASS) 1 4/1 2 0 14/12 DB EXAMPLE OF NEW EXAMPLE OF NOT IN CONTRACT(NIC) __ ,_ 17/T2 _ - 14/12 EXAMPLE OF DEMO FLEX DUCT x x x x x x x -x x x xx x x EXAMPLE OF EXISTING FLEX CONNECTOR 14/12 3 ( DAMPER LEGEND SYMBOL DESCRIPTION - POWERED SYMBOL DESCRIPTION -NON POWERED 1 1/2 HOUR VERTICAL COMBINATION FIRE/SMOKE FD HET/ 40 FD HFD . FD • 1 1/2 HOUR. CURTAIN STYLE VERTICAL FIRE DAMPER GREENHECK DFD 150 OR EQUAL , 1 112 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER FSD 4 GREENHECK FSD 212 (2000 FPM) OR EQUAL GREENHECK FSD 312 (3000' FPM) OR EQUAL .1 1/2 HOUR HORIZONTAL COMBINATION FIRE/SMOKE FSD 212 FPM) OR EQUAL . GREENHECK DFD 150 (HORIZONTAL MOUNT) OR EQUAL . , . . . . . ._, . . 3 HOUR °CURTAIN ST VERTICAL:FIRE DAMPER HFSD GREENHECK 12000 GREENHECK FSD'312 (3000•FPM)OR EQUAL': 1 1/2 HOUR TUNNEL CORRIDOR COMBINATION FIRE /SMOKE :GREENHECK DFD 350 OR EQUAL ;` HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER TFSD ® GREENHECK CFSD 212 1 OR EQUAL 3 HOUR VERTICAL COMBINATION FIRE/SMOKE GREENHECK DFD 350 (HORIZONTAL MOUNT) OR EQUAL CEILING RADIATION DAMPER GREENHECK CRD-2 OR EQUAL BACKDRAFT DAMPER FSD 10 GREENHECK FSD 231 OR EQUAL 3 HOUR HORIZONTAL COMBINATION FIRE /SMOKE HFSD GREENHECK FSD 231 OR EQUAL SMOKE DAMPER BDD BAR-+� SCHEDULES & NOTES - HVAC GREENHECK WD 330 (VERT)OR WO-100 (HORIZONTAL) OR EQUAL BAROMETRIC RELIEF DAMPER (.05 OPNG.PRESSURE SHOWN) SD © GREENHECK SMD 202 OR EQUAL MOTORIZED CONTROL DAMPER BUSKIN CBD2 NO SUBSTITUTE ALLOWED VOLUME DAMPER SHOP FABRICATED, WI LOCKING QUADRANT MD. 40 GREENHECK VCD -23 OR EQUAL SMOKE CONTROLMOTORIZED DAMPER GREENHECK SMD301 OR EQUAL SCD INTERLOCK WITH FIRE ALARM BY ELECTRICAL CONTRACTOR ACCESS DOOR AD > 18" x 18" MINIMUM THROUGH BUILDING CONSTRUCTION BY GENERAL CONTRACTOR GENERAL NOTES: • COMBINATION FIRE /SMOKE DAMPER REQUIREMENTS (UNLESS.OTHERWISE NOTED): - CLASS II - 165° FUSIBLE LINK . - FAIL- CLOSE, 120V ACTUATOR - ACTUATOR BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR - INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR. FIRE DAMPER REQUIREMENTS: - BLADES OUT OF AIRSTREAM ON MEDIUM PRESSURE_ DUCTS -165 F FUSIBLE LINK - CLASS II DRAWING SHEET INDEX NAME TITLE NAME TITLE TM0,01 SCHEDULES - HVAC TM2.04 4TH FLOOR PLAN- HVAC TM2.05 ROOF FLOOR PLAN - HVAC CONTACT LIST TITLE NAME COMPANY PHONE. NUMBER E -MAIL. PROJECT ENGINEER ACCOUNT EXECUTIVE SHEET METAL FOREMAN JARED SHEEKS STEVE FLINK LARRY HARBISON MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER 206- 768-3806 253 - 680 -3172 206- 768 -4294 jared.sheeks(.macmiller.com steve.flink @macmiller.com. larry.hatbison @macmiller.GDm SCOPE OF WORK UPS ROOM ROOFTOP UNIT ADDITION: PROVIDE AND INSTALL (1) 15 TON TRANE VOYAGER PACKAGED ROOFTOP AIR CONDITIONER. MOUNT UNIT ON FACTORY CURB. INSTALL ASSOCIATED SUPPLY AND RETURN DUCTWORK: WITH SUPPLY DUCTWORK TO TIE INTO EXISTING DUCTWORK. INSTALL (1) COUNTER- BALANCED BACKDRAFT DAMPER IN SUPPLY DROP FROM RTU. INSTALL (1)MOTORIZED CONTROL DAMPER IN EXISTING SUPPLY DUCTWORK TO PREVENT BACKFLOW WHEN RTU-1 IS OPERATING: INTERLOCKING OF DAMPER WITH SUPPLY FAN' OF RTU IS BY CONTROLS. CONTRACTOR. CONTROL OF ROOFTOP UNIT IS BY CONTROLS CONTRACTOR. HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: ROOF "U" VALUE (BTUH /S.F. °F) = N/A WALL "U" VALUE (BTUH /S.F. °F) = N/A FLOOR "U" VALUE (BTUH /S.F. °F) = N/A GLASS "U" VALUE (BTUH /S.F. °F) = N/A GLASS SHADE COEFF. = N/A LIGHTING (WATTS /S.F.) = N/A MISC. EQUIP. (WATTS/S.F.) = N/A PEOPLE DENSITY (S.F./PERSON) = N/A COOLING INDOOR DESIGN TEMP ( °F) = N/A COOLING OUTDOOR DESIGN TEMP ( °F) = N/A HEATING INDOOR DESIGN TEMP ( °F) = N/A HEATING OUTDOOR DESIGN TEMP ( °F) = N/A te7Mpfree h& 6 0074 ita Glrr -r.ent ,c)a .4rAfc 445 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND 1S TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONA BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. boQ 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE'486 4MC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE S,ALED WITH _GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 00 6, DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R-4.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USEC. WHERE SHOWN AND SHALL NOT EXCEED 8' IN LENGTH UNLESS NOTED OTHERWISE. 2m° 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1621 OF THE 1BC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10.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. 11.PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEWHEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 211911,1MC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH THE ELECTRICAL CONTRACTOR. 14.MOTOR STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16.OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON .3TAIE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEER NC 2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18.A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED 'ANLi FILED WITH THE OWNER. 19.FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS-SEALFOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ("MONOCOAT") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. @1 - USE SECTION 909.5 OF THE: IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL.DOORS MUST BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 20.DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS: 10 CFM /S.F. GRAVITY DAMPERS: • 20 CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24 INCHES IN EITHER DIMENSION). 21.OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. - 22.RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 23.PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1 "STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. LEGAL DESCRIPTION APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1f4 OF SE 1/4 TH S 89 -16-35 E 100 FT TH S 24 -13 -53 E 567.42 FT TO POINT OF BEGINNING TH N 66-35-01 E 120.47 FT TH N 20 -23-23 W 27.58 FT TH N 65 -32-34 E 165 FT TO POINT ON WLY RNV LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -1( APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE 8 24-27-26 E 110.84 FT TH FOLLOWING SAID WLY R/W LINE N 65 -32-34 E 10 FT TH FOLLOWING SAID WLY R/W LINE S 24-27-26 E 200 FT TH FOLLOWING SAID WLY RJW LINE N 65 -3244 E 20 FT TH FOLLOWING SAID WLY R/W LINE 9 24 -27 -26 E126 FT TH FOLLOWING SAID WLY RAN LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 653234 W THRU C/A OF 0 -12 -18 DISTANCE OF 10.03 FT TH 5 65-30-25 W 199.33 FT TH N 22 -47 -01 W 21.44 FT TH S 63 -32-48 W 62.13 FT TH S 6546 -07 W 58.17 FT TH N 24 -13 -53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 12101 TUKWILA INTERNATIONAL BLVD TUKWILA, WA REVIEWED FOR CODE COMPLIAN APPQAVED MAR 11 2011 Pr CityotTuk BUILDING OMSION LA SITE MAP JAN 2 5 2011 PERMIT CENTER �llll -D1b <SD MacDonald- Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmiller -com WA Lic No: MACDOFS980RU ,• II '. I fwAS� Ao A�_,,, tea' .r. o Mop dz 3516 W �' •4",, 'G' IST ' , .sy sroxAi l 1 EXPIRES: 4 z- g► - 1 Z. 0 Q I REVISIONS: D DATE P DIGITAL FOREST DATA CENTER EXPANSION RTU -1 ADDITION 12101 TUKWILA INTERNATIONAL BLVD TUKWILA, WA SCHEDULES & NOTES - HVAC O ENGINEER: LAST REVISED: J SHEEKS 09 -12 -08 CHECKED BY: DATE PLOTTED: I-- DRAWING NUMBER: 0 0 ISSUED FOR c co co June 20, 2008 >. 0 A B‘, D E ( 2 ) ( 3 3 NEW MOTORIZED DAMPER GREENHECK VCD-23, FAIL OPEN INTERLOCK WITH RTU SUPPLY FAN (13Y OTHERS) 3 . , • 11 111?__.1 !rel 3 III 11 24(48-14,1 !ITN 441-14 CONNECT TO EXISTING DUCT ; 110 WITH ANGLE TAP J , I ii111 62/18SL RETURN DUCT 1,111 UP TO ROOFTOP UNIT 13 -ll 1 t 3,4 I 3 ""sitSW.rer, 1 KIN CE6-2 1 k; \ 01ROOP-13N ; _WW1 T -BALANCED BAK RAFT DAMPER I t3'3,3, 1 SIEtTI / iTf.•;:::3: 111' 1 I 1111 • I 1 ; 3 EQU1PMEN.I : _-.i-.-s:• . -cI!, , „ ; IIIIL 1 1t I ; - I;t 1 iI tA r.7, t g f \ \ ,! - -. .-- (A. -1i 11 L \\\ \I! \i ,1.-7—= )—f- ..k.,.-..--,Ii i 7 F;3ol 1 3 ••.'- V3 44 1 . \ : C/".41 --- i• 'lir t! 1 h It _ - ---- 1 1 1 1 Ir If I I /Ali -111 I ' • IL ,1 • ti !iv 1 • / ; r t 11 r, j 1 j). 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I /3 t I • I • I I -11 Lr it 3 f---..-N;#1 I l• ' ' • ! 1 : 1' 7 1111 tij111 ,I1 1. r tl it • 4TH FLOOR PLAN — HVAC SCALE: 1/8" = 1'-0" t REVIEWED FOR CODECOMPLIANCE *PM:VIM) MAR 11 2uil City of Tukwila BUILDING niviRinki CITYRSAVALA JAN 2 5 2011 PERMIT CENTER t=j) MacDonald-Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmiller.com WA Lic No: MACDOFS980RU E,59, ri rd ,•Pf..), .41,, 61 . Acisti -"4-k_QI.8 ' • c, i&XONA 1 EXPIRES: 12- 3 ) -42_ 1 RE-VISIONS: DATE —il __. ° 0\ENG\DWG\SHTS\7386342TM2_04. DIGITAL FOREST DATA CE\TER EXPANSION RTU-1 ADDITIO \.1 12101 TUKWILA INTL BLVD TUKWILA, WA 4TH FLOOR PLAN — HVAC ENGINEER: LAST REVISED: J SHEEKS 09-12-08 CHECKED Ew: DATE PLOTTED: B GEZON 09-12-08 CAD: ISSUE DATE: 0 IKERD 4E: J:\738\6342 DIGITAL FOREST — AAON DRAWING NUMMI?: C-1490-7386342-00 ISSUED FOR PERMIT SHEET NUMBER: T M 2 . 0 4 < z L- 1.1_-= C ,... co 0 0 c\1 IT"...:. •.., .,..,..:...7777:177.7777•77.7=7.7777777.17-777.7. 1 1 1 -1-1 , i 1 r==:.-_.-:•,•,. ---1------- / 11 it i 1 ! , 1,..t-,-„....._-,24 i ' \ LA 1 NEW CONDENSATE LINE :1 ! \ TO ROOF DRAIN • I \\\ iYi' PVC 1:1 ,-,/ \ 11 t I . I \ 2 I 5 f 1 1 1 1 2.33,....• • .3., 1 1 •• •-■-•-.-■•■-■ fi 1-- , t / .Z; f I EXISTING 3/4"NPCW, HUME dIFIER (TYP.) ; • FE- 0 I 26"0 DN HVIJ 1 (E I ST N G) 4-2"0 I LJ CU-1 D(RELOCATED) L17 3/4"NPCW FROM BELOW ROOF -"" • ''''' nt:•1 I 26"0 ctw Lit 9, O NPCW ON THE ROW. PROV N HEAT TAPE, INSULATION WEATHER-PR oor JACKET 48"0 Dt Iij EXISTING ELECTRICAL r PANELS 11 ti 11 \j' i II / \ I / 1 11* • / \ 11 17- \ III 1 1 3-- - 111---4-4 r 14‘ EXISTING SCREENWALL 1 t t 11 t -(3- 1 1 . t• 1 ..... , I (FUTURE) 31 1 I I I 1 I I 1 EF- (EXISTING) r 3 331 ; ..t I (EXISTING) ( 7.5 11 3 )0FTOP STEEL 1 3PPORT ; ; RWCU) E C ' / i i i , I , I ! ' . ..1...1 I , / 1 L _2, .- ,..,,,.., , : 1 i " : ' I - , i : ' • - _0 REVISIONS: DATE I . I : i _ : il I} i I l : i 1 4 I. 3 3 ' 3 1 I I i I 1 i, 1 u — :. / . I i 3 f Iliii I , : : • 1 ; (FUTURE[ (FUTURE)1 (FUTURE) ' VI--- ENGINEER: LAST REMSED: J SHEEKS 09-12-08 CHECKED BY: DATE PLOTTED: B GEZON 09-12-08 CAD: ISSUE DATE: P MILLER TAL FOREST - AAON 0 CN -4- PO DRAWING NUMBER: c- 1 490-7386342-00 — 1 \J CI I ROOF PLAN — HVAC SCALE: Va" 1 '--0" \ \ 13 rr --- s'io DUPT UP THRU1 ROOF TO ROOF CAP 4EF-2) i 31, A •■•••.. REVIEWED FOR CODE COMPLIANCE iiPoorivpn MAN 1 1 Ud eity of Tukwila nivRION CITMLA JAN 2 52011 PERMIT CRIER a21° MacDonald-Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 wvvw.macmillencom WA Lic No MACDOFS980RU P. Ttik,. 45. ws2?-1 r? VA l -0, , . si ,t 3616 4' 4'0 , 'ST '''ONA .t1 1 EXPIRES: t1-31 -0 Z. 1 _0 REVISIONS: DATE 0 - I o 1- cx i DIGITAL FOREST DATA CENTER EXPANSION RTU-1 ADDITION 12101 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 1\ ENG\ DWG\ SHTS\ 7386604TM2_08 ROOF PLAN - HVAC ENGINEER: LAST REMSED: J SHEEKS 09-12-08 CHECKED BY: DATE PLOTTED: B GEZON 09-12-08 CAD: ISSUE DATE: P MILLER TAL FOREST - AAON 0 CN -4- PO DRAWING NUMBER: c- 1 490-7386342-00 ' (C ISSUED FOR PERMIT / 00 rn N. ... I., SHEET NUMBER: TM2.06 .:x 2 b- c