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HomeMy WebLinkAboutPermit M14-0102 - ZCOLO - ELECTRICAL ROOM - CHILLED WATER SYSTEMZCOLO ELECTRICAL ROOM 3311 S 120 PL SUITE 120 M14-0102 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 1023049078 MECHANICAL PERMIT Permit Number: M14-0102 Address: 3311 S 120 PL 120 Issue Date: 5/27/2014 Permit Expires On: 11/23/2014 Project Name: ZCOLO - ELECTRICAL ROOM Owner: Name: SABEY CORPORATION Address: 4TH FLOOR 12201 TUKWILA INTL BLVD, SEATTLE, WA, 98168 Contact Person: Name: BEN GEZON Address: 7717 DETROIT AVE SW , SEATTLE, WA, 98106 Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA, 98106 License No: MACDOFS980RU Lender: Name: Address: Phone: (206) 768-4030 Phone: (206) 768-4180 Expiration Date: 1/3/2015 DESCRIPTION OF WORK: INSTALL (1) NEW CHILLED WATER FAN COIL FOR ELECTRICAL ROOM. CONNECT TO EXISTING CHILLED WATER SYSTEM. PIPING, DUCT, AND DIFFUSERS PER PLAN. Valuation of Work: $23,500.00 Type of Work: NEW Fuel type: GAS Fees Collected: $507.20 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125,TUKWILA Sewer Distric: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Permit Center Authorized Signature: Date: ®C I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. 'I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: ice Date: V-2-I 1,q This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***MECHANICAL PERMIT CONDITIONS*** 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Anm Date Application Accepted: Date Application Expires: it Li (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 Site Address: Tenant Name: King Co Assessor's Tax No.: 1023049078 3311 S 120TH PL TUKWILA, WA 98198 ZCOLO - ELECTRICAL RM PROPERTY OWNER Name: ZCOLO A ZAYO GROUP Address: 3311 S 120TH PLACE STE# 120 City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: BEN GEZON Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4030 Fax: (206) 768-4031 Email: ben.gezon@macmiller.com Suite Number: 120 Floor: 1 New Tenant: ❑ Yes ..No MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4278 Fax: (206) 768-4279 Contr Reg No.: MACDOFS980RU Exp Date: 01/03/2015 Tukwila Business License No.: BUS-0100868 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: INSTALL (1) NEW CHILLED WATER FAN COIL FOR ELECTRICAL ROOM. CONNECT TO EXISTING CHILLED WATER SYSTEM. PIPING, DUCT AND DIFFUSERS PER PLAN. 23,500 Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric m Gas ❑ Other: H:\Applications\Forms-Applications On Linc\201 I Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 4 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Fumace <100k btu Furnace > l 00k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 5 Thermostat Wood/gas stove Emergency generator Other mechanical equipment 1 Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu 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 Intemational 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. BUILDIN NER OR AUTHORIZED AGENT: Signature: Date: 05/13/2014 Print Name: DARLA DOLL Day Telephone: (206) 768-4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip H:\Applications\Forms-Applications On Line \201 I Applications'Mechanical Permit Application Revised 8-9.1 I.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $507.20 M14-0102 Address: 3311 S 120 PL 120 Apn: 1023049078 $507.20 MECHANICAL $487.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $357.65 PLAN CHECK FEE R000.322.102.00.00 $97.54 TECHNOLOGY FEE $19.51 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2122 R000.322.900.04.00 $19.51 $507.20 Date Paid: Wednesday, May 14, 2014 Paid By: MACDONALD-MILLER FACILITY SOLU Pay Method: CHECK 3926 Printed: Wednesday, May 14, 2014 11:42 AM 1 of 1 tlir 'PSYSTEMS INSbECTION NO. INSPECTION RECORD Retain a copy with permit Mill 197 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: 7_„,_ ) I (.9 Type of Inspection: 1\, e ( . i AL — , kV Address: r-4, 1 p Date Called: Special Instructions: ►L 'cc.A ' i Date Wanted: Requester: l Phone No: O Approved per applicable codes. Corrections required prior to approval. COMMENTS: r7 j4A,7r (2 (14p(eJ(' 1 Inspector: Dateq v REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter 3lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P ION 'e_ PERMI CITY OF TUKWILA BUILDING DIVISION --- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206). 431-3670 Permit Inspection Request Line (206) 431-2451 COMMENTS In peck A REINSPECTION FEE REQUIRED. Prior to next inspection, feE paid at 6300 $outhcenter Blvd„ Suite 100. Callto schedule re ENGINEERS Engineers Northwest Inc., P.S. INTERGATE EAST -BUILDING 2 co`f Tukwila, WA STRUCTURAL CALCULATIONS FOR Z COLO ELECTRICAL ROOM FAN COIL ADDITION 2012 International Building Code May 2, 2014 ENW Project No. 99149020 ., REVIEiNED FOR COE COMPLIANCE APPROVED MAY 21 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1.4 2014 PERMIT CENTER ly-olo2 C 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THTRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 Li - PROJECT # D2° PROJECT E el-9G 2 2-co/a DATE SUBJECT Xl 'SI . m fi.-Z' Z V 4f £LEcI egc_AL leod» SHEET OF NEW F 10 BY D J� i O \ E 1 �tl El \ W ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT SUBJECT PROJECT � E _ 0_2 `-3 9725 THIRD AVE NE, SUITE 207, SEArn.e, WA 98115 (206) 525-7560 FAx (206) 522698 DATE 1- 1, aj j SHEET OF Project: IE - Building 2 - zcolo - J1 Model: 2007 NASPEC 54.0 Date: 4/29/2014 P1 P2 i R1 12.00 ft Unif Ld Ib/ft Point Loads P1 P2 Load(Ib) 59 59 X-Dist.(ft) 7.00 11.00 Section : 800S137-43 Single C Stud (X-X Axis) Fy = 33.0 ksi Maxo = 1475.1 Ft -Lb Moment of Inertia, I = 4.001 in^4 Va = 1051.2 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations 1 R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1157.1 0.784 1157.1 Full 1475.1 0.784 0.251 U574 Distortional Buckling Check K-phi Lm Brac Ma-d Mmax/ Span Ib-in/in (in) Ft -Lb Ma-d Center Span 0.00 144.0 1314.7 0.880 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 353.5 1.00 246.9 432.1 0.0 0.74 YES R2 412.5 1.00 149.9 262.3 0.0 1.43 YES P1 59.0 3.50 729.6 1203.8 1151.6 0.51 No P2 59.0 3.50 197.0 344.7 387.9 0.31 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 353.5 0.0 1.00 0.34 0.00 0.11 NA R2 412.5 0.0 1.00 0.39 0.00 0.15 NA P1 83.9 1151.6 1.00 0.08 0.78 0.62 NA P2 358.7 387.9 1.00 0.34 0.26 0.19 NA Convert Address to Lat Long Geocode http://www.latlong.net/convert-address-to-lat-long.html Convert Address to Lat Long To convert address to lat long type the address with city name, street name to get more accurate lat long value. Like 147 }t'i 70 Latitude 47.494948 Longitude -122.288222 Googie Apps for Business n google.comfapps/business Start Off Right With 30GB Email, Anti -virus & More - Free Trial. Map Mouse Over Lat & Long Lat 47.497966 Long -122.292702 t✓ Add Place Latest Places Country List Where Am I? Address Lat Long Lat Long —r Address Lat Long — DMS Lat Long —r UTM Address 3411 s 120th pl tukwilla wa Find Lat Long y, 1 \+ Oenin } i Terra Leonc Togo 1 •'7 r Ghana /�� Coted'Ivoire Kumas. ) otbadau • o ()LagosLiberia 1 Accra otnmr y Ahidjant,11 O a Nigeria Port I tarcaurt 6 Cameroon Douala O O Yaounde Equatorial Guinea 1 - Sao Tome and Principe L brevdle Gabon t Kin. Map data 4)2014 AfriGIS (Ply) Ltd, Google, ORION-ME, basado en BCN IGN Espana Share this location: http://www.latlong.net/c/?lat=47.494948&long=-122.288222 You can hold and move marker to anywhere you want to get the lat long of near places of your address. This geo process is also known as geocode address. t 2012-2014 www.tatIong.net I P_:v: cy 1 Cent •ct We do not guarantee the accuracy of the coordinate places. Please use latlong.net at your own risk. 1 of 1 5/2/2014 2:52 PM Design Maps Summary Report http://ehp3-earthquake.wr.usgs.gov/desigunaps/us/summary.php?templa... USGS Design Maps Summary Report User -Specified Input Report Title Zcolo - IE Building 2 Fri May 2, 2014 21:54:19 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49495°N, 122.28822°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 15mi 5000m °Vas hen mapquest USGS-Provided Output Ss = 1.512 g S1 = 0.567 g 11' (1) °Newcastle 'White Center 11 tl y0, East fie �U'3} c.S� °Hightail. ,jj aTukwil 'V0 N O f? T ti oBurlen-, +Y „I 4�r i AMERICA C 4-QSeaTac ' % 1 m ,14 f , ' @ MapQuest SMs = 1.512 g SM1 = 0.851 g Sus = 1.008 g Soi = 0.567 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please retum to the application and select the "2009 NEHRP" building code reference document. 1.76 1.G0 1.44 1.22 1.12 0.9G 0.20 0.64 0.42 0.32 0.1G 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.G0 1.20 Period, T (sec) 2.00 Design Response Spectrum 1.10 0.99 0.22 0.77 a 0.6G 0.55 0.44 0.22 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 Period. T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. lofl 5/2/2014 2:53 PM Input Job Number: Job Name: Location: ENGINEERS -NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Zcolo - IE Building 2 SHEET (2 OF REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7-06 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: ME-1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other rlTabte 13.6-1 Table 13.6.1 Category= Mechanical and Electrical Components 1 Site Class (soil). 4 ft Ss = I, = 1.6 Section 13.1.3 Equipment is mounted on Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd= Wnd is The mechanical unit is MU Operating Weight = MU Height = MU Length = MU Width = Roof height above ground level = Building Width = Seismic Output F, Sn+s = Sos = a/Rp = z/h = Fpu= 1.6'So; to W,= Epp, 0.4'ao Sos'lp/Rp (1+2z/It)Wp= F,= 0.3'So: Ip'W0 = Wind Output Comparison: Fp„ design = Fp design = Fp design = z= 1= Kn = (14)prop d = G= = (q ),,J3Cr= (q,)apioeG,Cr = = Area Factor = q,G,C,A, = = q,G,C,h = F= D 1.512 Roof 5 mph B II NO 1.00 Normal to face Flexible 700 Ibs 4.00 ft. 4.00 ft. 4.00 H. 13.00 ft. 200.00 ft. 1.00 1.512 1 008 0.417 1.0000 2.4192 0.7560 0.4536 TOP OF ROOF Table 1-1 Table 6-1 Table 6-4 Dynamically Sensitive '® GRAOE Table 11.4-1 T 4ft r 700 Ibs (MAX.) MU NOTE: Wind direction Is Into page 200 ft 13 ft Y Sms = FaSs Section 11.4.3 (Eq. 1.4-1) Sds = 2/3Sms Section 11.4.4 (Eq 11.4-3) Table 13.6-1 at roof level 'Wp Upper bound (Eq. 13.3-2) "Alp Calculated (Eq. 13.3-1) 'Wp Lower bound (Eq. 13.3-3) 0.7560 'W (U.S.D.J 0.5292 'W (A.S.D.] Working ( 0.7 factor ) 370 Ibs 4-- Total Force [A.S.D.] 370 lb 15.00 O. (height at centroid of MU) 1 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 0.06 'Kz Sec. 6.5.10 (Eq.6-15) 0.70 Table 6-3 0.70 Table 6-3 0.04 psi Velocity pressure at height z above the ground 0.04 psf Velocity pressure at height h above the ground 0.907 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 0.05 psf ( Eq. 6-28 ) 0.05 psf ( Eq. 6-28 ) 16.0 sq.ff. Projected area normal to the wind except where C, is speed for the actual surface area. 1.9 Section 6.5.15.1 2lbs ( Eq. 6-28 1 Ibs ( Eq. 6-28 ) 2 Ibs 4- Total Force (A.S.D.] Fseismic > Fwind -• Seismic Governs Lateral Design SEISMIC LOADS & REACTIONS 4 f1 (ASD] 4 ft 2ft rrr� V T ^\ C t 1Pa/2 Pa/2 T SEISMIC UPLIFT tID EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = 2.00 ft. (height of lateral load) cuo = 0.00 In. (holddown clearance) Ino = 4.00 ff. (length of holddown) Mor = 741 Ih-ft (ASD) T = C = 1851bs (ASD] TvpuFr = T-0.6(P612) {ASD Combo: 0.6D.0.7E} = -25 Ibs (ASO] WORKING (ASD] 01bs 0 Ibs 1851bs 1 Ibs No uplift occurs ULTIMATE (USD] 0 Ibs 0 Ibs 259 Ibs 21bs 5/2/2014 MU Lateral - Basic ASCE7-05 MU Lateral.xlsx II1v W ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT E 6i-17G � Z-C O/�7 DATE LI ! 2 e T iy SUBJECT L;sXI S. }1�1 2 Z- 1/ i %'g311 SHE.T° I 01 Nr u..) I Ia J BY OK EI1N%V ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS j 9725 THIRD Ave NE, Sums 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT #( PROJECT ��^- V '( ),- 6 2. Z. D1. D DATE 11 SUBJECT eke:n /5i_ 0 l'^. ik}\i Si -Jr. b v 01: BY Pi"' ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 9725 THIRD7AvE NE, SUITE 207, SE,vnu3:, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT 1. e•- l/Lb'./ C7 2 - 7c0L.,0 DArl SiarrT-fa..OF BY t s/ IINW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 9725 Timm AVE NE, SUITE 207, Sum HI:, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT '61-116 /4-11-0 DATE LI-29C11-1(1 06v_) SHEET OF By ipq-- et.'35 E. TY?, NEAL) FPA) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0102 DATE: 05/14/2014 PROJECT NAME: ZCOLO - ELECTRICAL ROOM SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works n ryA NIA �• �� I� Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/15/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required n Denied (ie: Zoning Issues) (corrections entered in Reviews) DUE DATE: 06/12/14 Notation: T \ O •O l REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 5/27/2014 MACDONALD/MILLER FAC SOL INC Washington State Department of Labor & Industries MACDONALD/MILLER FAC SOL INC Owner or tradesperson SIMONDS, DERRICK R Principals SIMONDS, DERRICK R, PRESIDENT WEBSTER, MARK E, VICE PRESIDENT GOUGH, DAVID ANTHONY, DIRECTOR HOEL, STEPHANIE W, MEMBER SIGMUND, FREDRIC, PRESIDENT (End: 01/04/2011) LOVELY, STEVE C, VICE PRESIDENT (End: 01/04/2011) HACK, RICHARD, SECRETARY (End: 01/04/2011) KOPET, TYLER, TREASURER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF EXECUTIVE OFFICER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF OPERATING OFFICER (End: 01/04/2011) Doing business as MACDONALD/MILLER FAC SOL INC WA UBI No. 602 254 260 PO BOX 47983 SEATTLE, WA 98106 206-768-4180 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. https://secure.) ni.wa.g ou/verify/Detai I.aspU BI=602254260&LIC=MAC D OFS980RU &SAW= 1/3 5/27/2014 MACDOFS980RU Effective — expiration 12/31/2002— 01/03/2015 Bond LIBERTY MUTUAL INS CO Bond account no. 023006951 MACDONALD/MILLER FAC SOL INC $12, 000.00 Received by L&I Effective date 12/31/2002 12/11/2002 Insurance ...................... LIBERTY INSURANCE CORPORATION $2,000,000.00 Policy no. TB7661066178032 Received by L&I Effective date 12/05/2013 12/31/2012 Expiration date 12/31/2014 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. L&I Account ID 252,457-05 Doing business as MACDONALD MILLER FACILITY Estimated workers reported Quarter 1 of Year 2014 "Greater than 100 Workers" L&I account representative T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@lni.wa.gov Workplace safety and health https://secure.) ni.wa.g ouNerify/Detai I.asp/?U BI=602254260&LIC= M AC D OFS980RU &SAW= 2/3 J:\7314\6281 Corelink —zColo— Electrical Rm-10 Ton FCU SF\00\2 — Engineering\DWG\Shts\731462 May 12, 2014 1:11:10 PM MANUAL AIR VENTS ON SUPPLY & RETURN FLEX PT PT FLEX UNION COOLING COIL A► -CAB HW RETURN HW SUPPLY NORMALLY OPEN THROUGH COIL. 3 WAY CONTROL VALVE SPRING RETURN CURCUIT SETTER PROVIDE UNION ON TWO SIDES FOR THREADED VALVE. UNION ON THREE SIDES FOR SWEATED CONNECTIONS. SHUT-OFF VALVE STRAINER W/BALL VALVE BLOW -OFF (PIPING G.T. 2") HYDRONIC COIL W/ 3-WAY CONTROL DETAIL N.T.S. r.: PIPING MATERIAL SCHEDULE: PIPING SIZE MATERIAL JOINT CHILLED WATER 1/2" - 2" COPPER TYPE L LEAD FREE SOLDER PRESSED MECH JOINT 2-1/2" - 10" SCH 40 BLK STL ASTM A53 A OR B GROOVED, FLANGED, BUTT WELDED 12"+ STD WT BLK STL ASTM A53 A OR B GROOVED, FLANGED, BUTT WELDED PIPING INSULATION SCHEDULE PIPING TYPE PIPE SIZE INSULATION TYPE INSULATION THICKNESS CONDUCTIVITY RANGE CHILLED WATER COOLING (40°-60°F) 1/2"- 1-1/4" FIBERGLASS, ARMAFLEX 1/2" 0.21 - 0.27 1-1/2"+ FIBERGLASS, ARMAFLEX 1" 0.21 - 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 OF THE 2012 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 2012 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. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN AIR BALANCE FOREMAN FITTING FOREMAN NAME BEN GEZON STEVE FLINK TIM FELTON RON LANDBERG JASON ZEMBRYCKI COMPANY MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER PHONE NUMBER 206-768-4030 253-680-3172 206-407-2692 206-571-2661 206-768-3860 EMAIL BEN.GEZON@MACMILLER.COM STEVE.FLINK@MACMILLER.COM TIM.FELTON@MACM ILLE R.COM RON. LANDBERG@MACMILLER.COM JASON.ZEMBRYCKI@MACM ILLER.COM SYMBOL MANUFACTURER & MODEL NUMBER SIZE TYPE NOTES OASIZE CFM 19 SHOEMAKER 903-0 M-M METAL EGGCRATE AS NOTED AS NOTED SIDEWALL SUPPLY GRILLE WITH OPPOSED BLADE DAMPER RETURN/EXH SYMBOL DESCRIPTION D4 GATE VALVE ABBREVIATION GV SYMBOL DESCRIPTION A O SOLENOID VALVE ABBREVIATION pTQ GLOBE VALVE GLV da GAS COCK D�4 BALL VALVE - FULL PORTED BV TiT CIRCUIT SETTER VALVE SV GC CS q�J SILENT CHECK VALVE CV Q© HORIZONTAL EXPANSION TANK HET BUTTERFLY VALVE BFV G © VERTICAL EXPANSION TANK VET BUTTERFLY VALVE W/ MEMORY STOP BFVM AIR SEPARATOR AIR SEP hrv'AAN FLEXIBLE CONNECTION ® AIR PURGER AP CC■ ® REDUCED PRESSURE BACKFLOW PREVENTER RPBP END SUCTION CENTRIFUGAL PUMP ES PUMP UNION UNION VERTICAL IN -LINE CENTRIFUGAL PUMP VI PUMP STRAINER STRN a Pa PRESSURE RELIEF VALVE RV -e°n' P' PRESSURE REDUCING VALVE PRV 44111 SUCTION DIFFUSER SUC DIFF A TEMERATURE GAUGE COMPRESSED AIR TG PRESSURE / TEMPERATURE TAP P&T c CONDENSATE PIPING ID BULB WELL BW CHWS CHILLED WATER SUPPLY PIPING MANUAL AIR VENT MAV CHWR CHILLED WATER RETURN PIPING AUTOMATIC AIR VENT AV CWS CONDENSER WATER SUPPPLY PIPING 9 wPs PRESSURE GAUGE PG CWR CONDENSER WATER RETURN PIPING rr-er THERMOMETER THERM G GAS PIPING Dz1-1 BALL VALVE W/ 3/4" HOSE ADAPTOR BV W/ HA L REFRIGERANT LIQUID LINE p CONCENTRIC REDUCER CR S REFRIGERANT SUCTION LINE ECCENTRIC REDUCER ER HWS HEATING WATER SUPPLY PIPING • = TWO-WAY CONTROL VAVLE 2WAY HWR HEATING WATER RETURN PIPING Ii ® THREE-WAY CONTROL VALVE 3WAY ABBV FULL NAME ABBV FULL NAME ABBV FULL NAME A AC AD AFF AL BDD BOB BOD BOTT 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 ACCESS DOOR (WALL/ROOF/DUCT - SEE DRAWING) 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 MINUTE 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 FRD 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 FRICTION DAMPER 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 CIRCUIT AMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE-UP AIR NOMINAL OSA OBD OD RA REG REQ'D ' RIO SA SCD SD SL SM SP SS SSSC STL SUC SUSP T'STAT TC TOD TOS N TWG TWR TYP UNO VD VFD 0 OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION RETURN AIR REGISTER (GRILLE WITH DAMPER) REQUIRED ROUGH IN ONLY SUPPLY AIR SMOKE CONTROL DAMPER SMOKE DAMPER SOUND LINING SHEET METAL STATIC PRESSURE START/STOP SOLID STATE SPEED CONTROLLER STEEL SUCTION LINE SUSPENDED THERMOSTAT TEMPERATURE CONTROL TOP OF DUCT TOP OF STEEL TURN VANES TOP WALL GRILLE TOP WALL REGISTER TYPICAL UNLESS NOTED OTHERWISE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER HE UNIT NO. AREA SERVED TRANE MODEL NO. BLOWER CFM MIN OSA CFM ESP (IN WG) HP ELEC VOLT/PH FLA/MCA WEIGHT (LBS) NOTES FC-M01 ELECTRICAL ROOM UCCAAO8C 4000 0 0.75 3 460/3 5.02/6.22 660 NEW,1-7 UNIT NO. FC-M01 AREA SERVED ELECTRICAL ROOM FIRST CO. MODEL NO. UCCAAO8C COOLING COIL TOTAL MBH 121.4 SENS MBH 121.4 EAT (DB/WB) 80/60 LAT (DB/WB) 52.2/48.7 EWT/LWT (DEG F) 45/55 CONTROL VALVE 3-WAY FLOW GPM 24.2 2.9 CHWS/R SIZE 1-1/2" NOTES: 1. RIGHT HAND SIDE CONTROL AND COIL CONNECTIONS 2. DISCONNECT BY ELECTRICAL CONTRACTOR. 3. PROVIDE RETURN AIR SMOKE DETECTOR. TIE INTO FIRE ALARM SYSTEM BY OTHERS. 4. 3-WAY CONTROL VALVE AND ACTUATOR BY MM (Cv = 21). WIRING AND INTEGRATION INTO EXISTING CONTROLS SYSTEM BY CONTROLS CONTRACTOR. 5. FACTORY INSTALLED OPTIONS: STAINLESS STEEL DRAIN PAN, 2" MERV 8 FILTER RACK, HORIZONTAL FRONT TOP DISCHARGE CONFIGURATION, CONTROL INTERFACE, 2" DOUBLE WALL CONSTRUCTION. 6. FIELD ROUTE CONDENSATE TO CLOSEST FLOOR DRAIN IN UPS ROOM BELOW. 7. INSTALL DRIP PAN BELOW FAN COIL. LEAK DETECTION AND ALARMING BY CONTROLS CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2014 City►yof 'uIwiil BUILDING ISION APN# 102304-9078 LEGAL DESCRIPTION: PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10-23-04 AND THE NE 1/4 OF SE 1/4 OF SECTION 09-23-04 BEGIN NW CORNER OF SW 1/4 OF SECTION 10-23-04 TH S 01-46-02 W 107.22 FT TH S87-33-12 E 512.24 FT TH S 01-46-02 W 402.93 FT TH N 88-13-58 W 616.22 FT TH S 85-07-17 W 170.45 FT TO ELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 SSR 99 PACIFIC HIGHWAY SOUTH TH N 86-04-33 W 5.00 FT TH N 03-55-27 E 120.50 FT TH N 37-36-51 E 90.14 FT TH N 03-55-27 E 150 FT TH N 86-04-33 W 10.00 FT TH N 03-55-27 E 61.90 FT TO BEGINNING OF 1266 FOOT RADIUS CURVE CONCAVE TO WEST TH N ALONG SAID CURVE 126.11 FT THRU C/A OF 05-42-27 TO A POINT ON SAID CURVE & A POINT ON E-W C/L OF SAID SECTION 9 TH S 89-16-45 E 224.58 FT TO E-1h CORNER OF SAID SECTION 9 & POINT OF BEGINNING - LOT 2 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000-072 RECORDING NO 20001213900008 INSTALL 1 NEW CHILLED WATER FAN COIL FOR DEDICATED 24/7 COOLING IN THE EXISTING ELECTRICAL ROOM. CONNECT TO EXISTING CHILLED WATER SYSTEM. PIPING, DUCT AND DIFFUSERS AS SHOWN. PROVIDE 1 NEW 2-WAY CHILLED WATER CONTROL VALVE. LEAK DETECTION, CONTROLS WIRING AND PROGRAMMING BY OTHERS. NAME TITLE NAME TITLE TM0.01 SCHEDULES - HVAC TM2.01 FIRST FLOOR - HVAC SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Bectrical la Plumbing Cy of Tukwila Mal 'DING' DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. NO SCALE FILE COP('") �� Permit No. kit I k ''V kv 2- Plan review approval is subject to errors and omission Approval of construction documents does not authorfz the violation of any adopted code or ordinance. Recei of approved Field Copy and conditions Is acknowledge By r ‘9,U- ��� //V City Of lbkwila BUILDING DIVISION Y RECEIVED CITY OF TUKWILA MAY 14 2014 PERMIT CENTER �I�-olo2 CO CO O N. co co a; zcu � U_ �O �O C cm >c%) Q(C) 28 W hi 0 I,- f• a_ I I I I I I I I I I I I I I I I I I I I I I I ZI rn O I O 0 0 aY w E 0 2 U E EXPIRES: 2-19-2016 REVISIONS: w 0 REVISIONS: z 0 0 L.L VJ z 0 0 IJ� 0 LL w ENGINEER: LAST REVISED: B GEZON 05-09-14 CHECKED BY: DATE PLOTTED: 05-09-14 CAD: ISSUE DATE: A GALKIN 05-09-14 DRAWING NUMBER: 0-1712-73146281-00 SHEET NUMBER: TM0.01 0 2 a Monday. May 12. 2014 (6. 5. .So wvi vn .�f:121161 ^ R b"C� bJFt � LN W W'v ..t ,':vX4r.;.+{( d 4 t' - x,r tw /Yifq � jYS."?'k: i �r,�•;fir. is/R TED) 8X8 �160 ( { 11. 12X1OSL ■ SEE 17X17SL x1.::::.:::-::cr,1 ;!:1: If, r::s 3" FUTURE TAPS i..,r... .... »i....... ..............»»,...,. Y:;]:til lk11,11I110ll111 .. �:,.5: `::i,...': .':5::.^ ::'::1'.-......A^t1:I:::�'1t.::i;:..n..................... R::::l:: i::.-'."-l1.IL ' 1 1 REVIEWED FOR CODE COMPLIANCE ._.......-_ APPROVE--D._..� MAY 21 201 City of Tukwia BUILDING DIVISION 10.-C' ECU—M01 ROUTE ALONG MEZZANINE FLOOR AND DROP DOWN NTO UPS ROOM. FAN COIL MOUNTED ON MEZZANINE ABOVE. SEE "-STROCTURAL DRAWINGS ROUTE 1-1 /2"CHWS/R HIGH BELOW ROOF TO FCU=MO1 tom.....,... AREA OF WORK t'U4O(O.2 RECEIVED CITY OF TUKWILA MAY 1.4 2014 PERMIT CENTER 1/8" = 1'-0" I I I I I I I I I I I I I I I I 1 1 1 1 1 1 11 TTI V 0 ,I 4 J 0 0 F- LUX w 1 1 1 1 1 1C 0 0 J UJ_ rIo W zQ J w LL oz J 0 O I- Uo N 0 N W E5 co - co d 00 1< 0� 0 N CO CD I — ENGINEER: B GEZON CHECKED BY: z J CI 0 0 LL .macmiller.com WA Lic No: MACDOFS980RU EXPIRES: 2-19-2016 w 0 REVISIONS: w 0 REVISIONS: z 0 0 z 0 0 0 LL 0 W v LAST REVISED: 05-09-14 DATE PLOTTED: 05-09-14 CAD: ISSUE DATE: A GALKIN 05-09-14 DRAWING NUMBER: 0-1712-73146281-00 SHEET NUMBER: TM2.01