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Permit M12-026 - MICROSOFT
MICROSOFT 3333 S 120 PL M12 -026 City ofkukwila 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.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Project Name: MICROSOFT Permit Number: M12 -026 Issue Date: 03/29/2012 Permit Expires On: 09/25/2012 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: CARISSA MORRIS Address: 1221 2 AV N , KENT WA 98032 Email: CMORRIS @HERMANSON.COM Contractor: Name: Address: Contractor License No: Phone: 206 575 -9700 Phone: Expiration Date: DESCRIPTION OF WORK: REPLACE (4) COMPUTER ROOM AIR CONDITIONING UNITS AND REPLACE REFRIGERATION PIPING. Value of Mechanical: 209,000.00 Type of Fire Protection: SPRINKLERS /AFA Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $2,426.81 International Mechanical Code Edition: 2009 I hereby certify that I have read and examined this p" t 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 mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: CetAit 11611,- Ca(2-4'ssa µoa-i/Li s Date: 3/(9•610— 0— 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 M12 -026 Printed: 03 -29 -2012 PERMIT CONDITIONS Permit No. M12-026 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 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: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 16: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: 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 M12 -026 Printed: 03 -29 -2012 0 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tkwila. wa. us • Mechanical Permit No. M12-1)/(". 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.: 10 30t-1616 / Site Address: 3333 S- 1 KA U e -TU.Y•w I Ia , UJA Suite Number: Floor: Tenant Name: Property Owners Name: New Tenant: ❑ Yes ❑ ..No c gbSa- Zip Mailing Address: l\Q. MAcLoSof-+ \Kay aed rrior d City liUA State CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Carissa Morris Day Telephone: (206) 575 -9700 Mailing Address: 1221 2nd Ave N Kent WA 98032 City E -Mail Address: cmorris @hermanson.com State Fax Number: (206) 575 -9800 Zip MECHANICAL CONTRACTOR INFORMATION 156 — ft I,C, Company Name: Hermanson Co LLP Mailing Address: 1221 2nd Ave N Contact Person: E -Mail Address: cmorris @hermanson.com Contractor Registration Number:_ Carissa Morris Kent WA 98032 City Day Telephone: Fax Number: Expiration Dat State Zip (206) 575 -9700 (206) 575 -9800 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: State Zip E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: I-lf na.nS OT) 'Wye t)ehaen E -Mail Address: d nekQ er, @ ku.nicLnSan . Conn H:\Applicahons\Fomis- Applications On Line\2009 Applicauonsl -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh City Day-Telephone: (00111, (OF7-c Fax Number: State Zip Page 1 of 2 • • Valuation of Project (contractor's bid price): $ 201 U00 -- Scope of Work (please provide detailed information): WA-et L �' &i . Co � i-hb un +s �- UplacQ ,g--/ ci pip� i . u-Ifl C Roam P6Y2 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 Fumace <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 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 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWIVVER Oi�ORI7/CENT: Signature: l /.i/� (/ Print Name:_ -.Ca-4i(SS( M s Mailing Address: 1221 2nd Ave N Date: ;11 (S i / Day Telephone: (206) 575 -9700 Kent WA 98032 City State Zip Date Application Accepted: Date Application Expires: Sta Staff Initials: WI IC 11 ( D� ��S � 2 4.,;71/s-- H:\ApplicationsWorms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1.2009 bh UPage 2of2 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.TukwilaWA.gov Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: Applicant: MICROSOFT RECEIPT Permit Number: M12 -026 Status: APPROVED Applied Date: 02/15/2012 Issue Date: Receipt No.: R12 -01170 Initials: User ID: Payee: TLS 1670 Payment Amount: $1,941.45 Payment Date: 03/29/2012 11:33 AM Balance: $0.00 CARISSA MORRIS HERMANSON CO LLP TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 31922G ACCOUNT ITEM.LIST: Description 1,941.45 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,941.45 Total: $1,941.45 doc: Receiot -06 Printed: 03 -29 -2012 �J�WI�A wqs 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.TukwilaWA.ov Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: Applicant: MICROSOFT RECEIPT Permit Number: M12 -026 Status: PENDING Applied Date: 02/15/2012 Issue Date: Receipt No.: R12 -00658 Payment Amount: $485.36 Initials: JEM Payment Date: 02/15/2012 11:57 AM User ID: 1165 Balance: $1,941.45 Payee: CARISSA MORRIS, HERMANSON CO LLP TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 31517G ACCOUNT ITEM LIST: Description 485.36 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 485.36 Total: $485.36 doc: Receiot -06 Printed: 02 -15 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Request Line (206) 431 - 2451 6300 Southcenter Permit Inspection Proje t: t Type of Inspectio / AA . Add s,; 33 ( Special Instructions: A a- " _ 't -A-4( 1 2 Approved per applicable codes. Date r_alled:f1/4i I 0 A Date Wanted: r a.m� Requester: 15hon r r 367 (0 / _9 Corrections required prior to approval. �• J COMMENTS: t Date �� Z n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION N0. ?ii INSPECTION RECORD Retain a copy with permit M 2. -O2(1, PERMIT NO. l CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R, (206) 431 -3670 Permit Inspection Request Line (206)431 -2451 Project: tMTO41._65iT Type of Inspection: `Z,MOt4E Stii.S 04)L4./ A.J Address: • 2 3S5 tai to L Date Called: F∎'NI A L. -- S pEo (A L u..) et.. (.1) ---/ „IAA ‘ e - -k-e / -cJ e-v,,\ Special Instructions: . i -- ? w\ Date Wanted:. Ot� Requester: V \e'(Ui`L e LATzlt Phone No: .245 6 --(017-30-7 0 Approved per applicable codes. EGorrections required prior to approval. COMMENTS: (.1) ---/ „IAA ‘ e - -k-e / -cJ e-v,,\ dNA.4,4.,r S 6 ) s rr a 1, --,kn't- ,„.) t.) .- in 4.104 3.1.) l l ....../l a./ J ) _T r?A0t!.Ir L... v Insp \tor: Date: +INSPECTION FEE REQUIRED} Prior to next" nspection, fee must be F at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V I J_s- fug c rla Inspec. or: Date: n REINSPECTION FEE REQUIRE b rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Type o Inspection: \ Project: ` �V S� ! ' Add? 333 / -z-6 - i/� Date lied: J ' r, Cam-' -^ 1 Special Instructions: Date Wanted: �0 � (1-..._ a.m. � � e:$ sm' Requester: Phone No: co __ass. 6 642 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V I J_s- fug c rla Inspec. or: Date: n REINSPECTION FEE REQUIRE b rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIe ■ NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v" (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit Al 12 _ 0 2-' PERMIT NO. Project: WC c P Type of In pection: 1� Ad ss: _ 3 / 7 �, 7('7 Special instructions: • Date Called: Date Wanted:. /r a.m. clan) Requester: Approved per applicable codes. aCorrections required prior to approval. c COMMENTS: 44-e R (Lo a u pS CS A I% 1 Date: ) ? , I V \ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 iva -0:26 Project: �'/��' �.S6t 7- Type of Inspection: A7(°/ /? ., J'47 1 1 _ /�S'( Address: 733 :5 /a? C.) Y)L Date Called: Special Instructions: F Date Wanted:. a:rm, Requester: ( Phon Cam- a5 -5 -G6 Approved per applicable codes. Corrections required prior to approval. COMMENTS:. n Jr Date: (1/ -7*D I I REI SPE TION FEE REQ IRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I� (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project j (_ `_ Type of Inspection: Address 3-'?3 17, Pt_ Date Called: .--- Special Instructions: _ ` Date Wanted::, . (D -- —(L ,a.m. Requester: Phone No: //_0 a - j COMMENTS::. ElCorrections required prior to approval. P AVY-A o flam( p5-` Date: (2 - REINSRECTION FEE REQUIRED. R rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit M 'N fola -oa& PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: /14 i c r 0So -G-- Sprinklers: Type of Ir)spection: I`'\ e c-h.- Addrss: 33 �,3 Suite #: 1bp 0 ( S l� �P Co tact Person: ��ssr� Special Instructions: Occupancy Type: Phone No.: fib- s75' -?700 approved per applicable codes. Corrections required prior to approval. COMMENTS: D,k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c-,,-,. 5--a- Date: W3//a Hrs.: i $100.00. REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 ;- F -/4-- 4 a- - 00-6, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: 3333 Suite #: S (a o k- P( Contact Person: Special Instructions: Phone No.: tZ-.42.proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: --- C� 1 N o Gam- d Pro4 -1) 4-W_ A/ I` r w. i pQc ;oit) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /). c,,)_ Date: -2/32/1 Z Hrs.: e $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Az Production Order Nu SO Number 727 Power Supply: V PH Compressor (#1) Voltage !( I Compressor (#2) Voltage ;� D Compressor (#3) Voltage Verify Compressor #1 Model Number. Verify Compressor #2 Model Number Verify CompressorM,FjrNumber Blower Mfr.: �/�"(( High Pot Test: fV\ , (V\ t 02-G Stulz Air Technology Systems, Inc. Dry Run Test Report Model Number Item Number Unit Serial No.: / -3,'- i Compressor S/N: (#1) Compressor S/N: (#2) Compressor S/N: ( #3 Evap. Belt Size: Cond. Belt Size: Humidifier S/N: System Incoming Voltage (as tested): L1 -L2 STU LZ i •q V L3 -L1 .`'g V Applied Volts Duration Applied Parts Pass/Fail 1.2 x (1000 + 2xRated Volts 1 second Line Voltage Uninsulated Electrical parts and dead metal ass • Fail Condenser Speed Switch Condenser Cycling Switch Liquid Line Solenoid Direction: Hot Gas Circuit #1: _2-Ass ❑ FAIL ❑ N/A Circuit #2ASS.�j FAIL_ ❑.N /A. Liquid Line Solenoid Audible Check: Circuit #1: PASS ❑ FAIL ❑ N/A Circuit #2: OPASS ❑ FAIL ❑ N/A Electrical Current Draw Evaporator Motor #1 FLA: L1 3.0 . Evaporator Motor #2 FLA: LI 3 • D , Evaporator Motor #3 FLA: LI Condenser Motor # 1 or Q 1 Lower SPD FLA: LI Condenser Motor # 2 or ®1 Higher SPD FLA: L1 Condenser Motor # 3 FLA: LI Reheat #1 FLA: L R e h e a t #2 FLA: L 1 / 2 , Reheat #3 FLA: — - -- -- •--- -- L I (p. 4' , L2 Condensate Pump L 1 L2 Control Circuit FLA: #1 2) psig 2) psig R iv Solenoid Direction: CITY V Circuit #1: SS ❑ FAIL ❑ N/A -Circuit .#2 _ .PASSO— F-A11_011 UN -2:7 -201:2 - Hot Gas Solenoid Aud ble Check: Circuit #1: SS ❑ FAIL Circuit #2: PASS ❑ FAIL Actual Com L2 2.9 L3- • 3 L2Z.? , L3.3..2 L2 L3 L2 L3 L2 L3 L2 , L3 L2 /Z.G L3 /2 . (o L2 /1, L3 L3 L3 #2 #3 • #4 *Engineering must be notified if actual values for motor /condensate pump/ or control circuit FLA are exceeded by 10% or greater. *Engineering must be notified if humidifier or reheat actual values ,re less than or equal So 50% for reheat an 25% for humidifier of the nominal rating. EMIT CENTER ent Nameplate Data 2 FLA FLA FLA FLA FLA FLA FLA FLA FLA FLA #5 Compressor #1: Compressor #2: Compressor #3: Compressor #1: Compressor #2: Compressor #3: Winding Resistance (ohms) LI-L2 Winding Resistance (ohms) L1 -L2 Winding Resistance (ohms) L 1 -L2 Ground Check ASS ❑ FAIL ❑ N/A Ground Check ,ASS ❑ FAIL ❑ N/A Ground Check ❑ PASS ❑ FAIL Q /A L2 -L3 A L2 -L3 L2 -L3 Compressor #I: Compressor #2: Compressor #3: L3 -L1 L3 -L 1 L3 -L1 Phasing S ❑ FAIL ❑ N/A Phasing PASS ❑ FAIL ❑ /A Phasing ❑ PASS ❑ FAIL N/A STANDARD MODE Refrigeration Circuits Low Pressure Cut -out Circuit #1: High Pressure Cut -out Circuit #1: psig Circuit #2: psig Circuit #2: psig psig Freecool/AWS Valve Condensate Switch Circuit #1 Condensate Switch Circuit #2 Condensate Pump Coldstart Circuit #1 Coldstart Circuit #2 Firestat Smoke Detector Emergency Lockout Contacts Special Options: A-i Tested By: PASS PASS ❑ PASS PASS ASS ASS PASS ASS PASS i Check valves Installed in correct direction .a System pressurized to 100 psi Nitrogen Unit in Operation ContactsASS ❑ FAIL ❑ N/A FUNCTIONAL TEST ❑ FAIL $'N /A 24 VAC Interface ❑SASS ❑ FAIL �N /A ❑ FAIL ❑ N/A Condenser Contact Closure Circuit #1 SS ❑ FAIL ❑ N/A ❑ FAIL /A _ Condenser Contact,Closure Circuit #2 PASS ❑ FAIL ❑ N/A ❑ FAIL ❑ N/A CC Htr. #1 /7 ° ASS ❑ FAIL ❑ N/A ❑ FAIL ❑ N/A CC Htr. #2/ 741 RI- PASS ❑ FAIL 0 /A ❑ FAIL ❑ N/A CC Htr. #3 0 ❑ PASS ❑ FAIL N /A ❑ FAIL ,N /A Humidifier PASS ❑ FAIL ❑� /A ❑ FAIL ❑ N/A : sf.rm PRI / SE / ❑ ASS ❑ FAIL "/A ❑FAIL ❑ N/A „r' ,PASS ❑ FAIL ❑ N/A .eS.SVA �/. �i/ i %IVI"l�7i �r�i! ASS � F IL Date: 6"--/44-/.2 Approved By: Eaagyf 6 Date: ,5 = / - ENG-1040 Rev. H 12/09/11 ABKJ1 ANDERSEN • BJORNSIAD • KANE • JACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 Tel: 206.340.2255 Fax: 206.340.2266 www.abkj.com FILE COPY REVIEWED FOR E FDA PRt�V� NCE MAR 282012 City of Tukwila BUILDING DIVISION Date 2/9/2012 ABKJ Project Number 12023.00. Volume PROJECT NAME MS Tuk3 CRAC Units PROJECT LOCATION Tukwila, WA Client Contact • Address 1 Address 2 Phone Submitted to: Hermanson Co. Martin Goodness 1221 2nd Ave N. Kent, WA 98032 (206) 575 -9700 CORRECTION RECEIVED MAR 07 2012 PERMITCENTER ABKJ1 ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT Al TI/K3 Cgi , VA/1 TS SUBJECT S M IL . Tel: 206.340.2255 JOB# /2x2_3 BY 5,48 Fax: 206.340.2266 I www.abkj.com DATE 2/9 /2o/2. SHEET# L L0G4- T►1OIq TvgPi1LAdA. --;l1,3 l68 p = 0► L/ t'p So s 14/p -(4 � 2 ) (l3, -1 S � 05) (kP/ ) o(p - 2,5 (7I'k 1,6 -/ $Mco 705. 14 _ /,0 x00 Wp L • l; l& (FJ 5 195 0 2 ) = .0, 5l a/p, <-- 6 i ot5 11 " /0 (L__164r � ri �' = D,'L/ (2,5 /, 02, �/ 2 il, o), tVp �6V40) FP mix = Ai (402- )(/,o) wp /,632 liVp, (/3.3 -2) .Min ° 03 (1102)(1,o) Wp G, 3a6 W (/3.3 -5) rP 510 LB ( 5 -%Ai) - Zs; L8 (2 ' ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 PROJECT MS 703 (I4C wrs SUBJECT SEISMIC Tel: 206.340.2255 JOB # /2o23, BY S Fax: 206.340.2266 www.abkj.com DATE y�B�Zo %z SHEET# 2 GvE ETu Pti r4 ' /12P r /, o f i g' 253 LB, 38 1 a- I'p till 2o' 4, Kt /AIR = O,253, X (29 ") = 7337 k /Al kr, /A = 7,7 k -/A1 /,, /52 / ys ,2s " itcio,✓ - vJk sir- , 9�� — A /5-1 /< = 0, 9 6-1195) 2 - 0,152 = : 0 7/ f< L RE4-criw - .p,wo - f z (tifs 7_\) -+ 0,67 k = A IN /< 2 a45 4 rA S -TuP . i . P/ Ai _ of s x/29'') _ H`/ 77 k- /nl ,- 7 • R /R 7- = ± 0,307 k ,•Y = O, q - , 307- k = f , /i/ k.. • No Warr- 1/0°0113/z) gpown1 e _ ), z (Sao -14) :0 6) J- .N.7 k' 6 = , §11/02 K ("up_D1 Er 0 ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT SUBJECT MS 703 4C O /ITS R, M (SAPS Tel: 206.340.2255 JOB# 11DZ3 BY .510,8 Fax: 206.340.2266 I www.abkj.com DATE 2/1/20/2 SHEET# 3 1 3 -6�A uti�i ■ ■■ ■■ ■11 ■ roo� ■ 2 1111■ ■ ■ 4■■ ■ I/ Zs 2 3' ■ ■ ■ ■ ■ ■ ■ ■ 3D �6.0 L6 /5o l.8 ■ ■ 21- P#M uN i r ■■ ■ 1111■■ �■■ ■■ ■■■ ■ ■ -,� ■ ■� ■ t ■ ■��� ■■■■ ■ ■■■ 1111 _ ■■1� 1 9 3 ■ 111■ 111111 1■■ ■■ 2 Li E■■ �■ ■ ■ ■■ ■■ ■■ ■■■1111 ■■ ■■ X1111 ■ ■■■■■■ ■■ ■ ■_ ■■■ . ,,o ; ■■ 1111 ■■ ■■■ ■ ■ ■■■1 ■ . ■ 6v° e 38 �� ten■ ■11__11 ■ Z ■ _■■■■ 1_■�_ ■■ 1 1111 �■■■ _■ 11111 1111■■■■ ■■■ _1� ■_1___1 1■ ■111■ ■■1■ __■ __■■■■■■■■■■■■■■■ �■__ ■■■■■■■■■■■■■■ ■ ■■■ 111 ■�■■ ■■■■■■1 ■ ■■■ 111■ �■ ■■■1 ■■ ■■1■■■ 1■ ■1■ ■■ ■11111 111 ■ �1 11 ■■■■■■■■■■■■ �■■ ■1 COLD-2 -ACC CO 0-240C-7 10-2 -ACC -6 210-2 -ACC -a DOW-2 -ACC -4 IVE 1%J K) s 15 01.0-2 -ACC -5 (i • 00 1 C -IRS -ACC -2 1 Wrix AREA OF WORK NEW %ooF 1. o L j❑ fz -t -ACC-t A© u. ■ D- C -ALC -2 ( 6 C- -ACC-3 1 WI° x33 romr 4 °') COO- , -ALC -2 COI o-t- ACC -tt In 0-1 -ACC-12 n \\ ry P, u ABKJ1 ANDERSEN • BJORNSTAD • KANE • JACOBS .Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 Tel: 206.340.2255 PROJECT SUBJECT A'l5 1)K3 C ,4C UNITS NEpv Aoof ON/7 (•Diva/. JOB# /21;23, Do BY Fax: 206.340.2266 I www.abkj.com DATE I/002 SHEET# 0 43,25" Nf L44 -10(33 4 FA44 vNr ■ ■ ■■ . - Ty P, , f/4_, ! 4931 Niii ■ ■ 7 ■ ■ TAN_GP:4 iy^ lib 1 (F) - — — _ _ L , 1111■■■ ■■111 T ■■■ ■■■■■�_ 1111 ■11111 11 ■111■■ _1:.. ■■ ■ ■111■ ■ ■ ■ 11 ■ ■■ 1 s1■ ■ 4/011 ■ 1111 ■1111 1■■ ■ 111 ■11 s MI u , s ON , 111 ■11 , (x a 0 ■■ ■■ ■1 11111 ■■ ■ ■ 11111 ■ ■ 11111 1 ■1 ■1 1111111 ■111 ■■111111■ ■ 111 ■111 ■ ■11 1■ ■1111■■ ■■ ■■ ■ 111 ■11■■ 1111 ■11111■■ 111 111■ 111■■ 11 ■■■ .111 1 ■ ■1 ■111■ 11 ■■■ ■■ ■■ ■■ 111 11 ■1 ■■■■111 11■ 111■■■■■■ 11■ ■1111 ■■ ■1111■■■ ■1 ■11■ ■111 ■ ■ ■1 ■ ■11 ■■■ ■ ■1 ■■1111■■ ■■ 1111111■ ■ 1 ■ ■1 ■11 ■ 111111 ■ ■ ■ 1111■■ ■ 111111 1111 Steel Beam Lic. #: KW-06000114 rcensee : Description : Airki -MAI VA/IT 0 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 • File: C:\Documents and Settingskseanb 1 Desktop \tuk3.ec6 ENERCALC, INC. 1983-2611, Build:6.12.01.12, Ver.6.12.01.12 1 Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 D(0.38) D(0.15) Span = 26.0 ft * , • w1 0X33 Fy : Steel Yield: 50.0 ksi E: Modulus : 29,000.0 ksi D(0.038) * * v $ Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0380 k/ft, Extent = 16.650 --» 21.650 ft, Tributary Width = 1.0 ft, ((E) AHU) Point Load : D = 0.380 k @ 2.250 ft, (New 3 Fan Unit) Point Load : D = 0.150 k @ 10.333 ft, (New 3 Fan Unit) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.085: 1 Maximum Shear Stress Ratio = 0.016 : 1 Section used for this span W10X33 Section used for this span W10X33 Mu : Applied 4.673 k-ft Vu : Applied 0.9172 k Mn / Omega : Allowable 54.886 k-ft Vn/Omega : Allowable 56.434 k Load Combination +D Load Combination +D Location of maximum on span 11.700ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.117 in Ratio = 2663 Max Upward Total Deflection 0.000 in Ratio = 0 <180 ----- i Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Design OK +D Dsgn. L = 26.00 ft 1 0.085 0.016 4.67 4.67 91.66 54.89 1.13 1.00 0.92 84.65 56.43 Overall Maximum Deflections - Unfactored Loads. - - :- Load Combination Span Max. '-' Defl Location in Span • Load Combination Max. '+' Defl Location in Span 1 0.0000 0.000 0.0000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 0.000 • Overall MAXimum D Only 0.917 0.662 0.917 0.662 7 Steel Beam Lic. # : KW- 06000114 Description : New 2 -Fan Units at F & 15 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D(0.124) File: C:1Documents and Settingslseanb\Desktopltuk3.ec6 ENERCALC, INC. 1983-2011, Build:8.12.01.12, Ver.8.12.01.12 Licensee : ABKJ- ANDERSEN - BJORNSTAD - KANE - JACOBS, INC. Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7 -05 D(0.124) Applied Loads Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(0.038) D(0.124) • Span = 26.0 ft W1 0)(33 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0380 k/ft, Extent = 13.50 —» 21.50 ft, Point Load : D = 0.1240 k @ 2.080 ft, (New 2 Fan Unit) Point Load : D = 0.1240 k @ 10.380 ft, (New 2 Fan Unit) Point Load : D = 0.1240 k @ 24.0 ft, (New 2 Fan Unit) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.090: 1 Section used for this span W10X33 Mu : Applied 5.010k-ft Mn / Omega : Allowable 55.762 k -ft Tributary Width = 1.0 ft, ((E) AHU) Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + +D 13.910ft Span # 1 0.000 in 0.000 in 0.123 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 0 <360 Ratio = 0 <360 Ratio = 2531 Ratio = 0 <180 Design OK 0.014 : 1 W10X33 0.8082 k 56.434 k +D 26.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D Dsgn. L = 26.00 ft 1 0.090 0.014 Overall Maximum Deflections- -Unfactored Loads Load Combination Span Max. -' Defl 5.01 5.01 93.12 55.76 1.15 1.00 0.81 84.65 56.43 Location in Span Load Combination Max. ' +' Defl Location in Span 1 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Load Combination Support 1 Support 2 0.0000 Values in KIPS 0.000 Overall MAXimum D Only 0.727 0.727 0.808 0.808 ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 Tel: 206.340.2255 Fax: 206.340.2266 PROJECT MS TV/<3 6441-6/ PAM :5 JOB # /015 SUBJECT RtYPITTD 3- Mw I//V /T Sarfote7 BY S/e8 www.abkj.com DATE 2h7 /2 SHEET# NE L✓ FAN vNrrle {� l�� Tyg_FA. -rJ / 'l / ` Fol LEy 33%// _bjl1 1. a) wlox33loft BbFM �� wiw 8 /5 C /l,E✓ ©FI F4■4 L)4J/L CANT/ W AA SvPkgar Al� - fiF kR(pc_CO -M X CID S k2 ikor r 9_ 9 Steel Beam Lic. # : KW- 06000114 Description : New 3 -Fan Unit cantilever support at 90 degree rotation Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D(0.15) File: C:1Documents and Settings\seanb\Desktopltuk3.ec6 ENERCALC, INC. 1983 -2011, Build:6.12.01.12, Ver6.12.01.12 Licensee : ABKJ- ANDERSEN - BJORNSTAD - KANE - JACOBS, INC. Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(0.38) D(0.03) Span = 9.250 ft W8X15 Applied Loads W8X15 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load : D = 0.150 k @ 0.250 ft, (3 Fan Unit) Point Load : D = 0.380 k @ 8.333 It Load(s) for Span Number 2 Point Load : D = 0.030 k @ 3.333 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.106: 1 Section used for this span W8X15 Mu : Applied 2.345 k -ft Mn / Omega : Allowable 22.169 k -ft Load Combination +D Location of maximum on span 9.250ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr+S Deflection 0.000 in Max Upward L +Lr +S Deflection 0.000 in Max Downward Total Deflection 0.096 in Max Upward Total Deflection -0.002 in Maximum Forces & Stresses for Load Combinations Max Stress Ratios Segment Length Span # M V Mmax + Load Combination Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 0 <360 0 <360 2310 19168 Design OK 0.018: 1 W8X15 0.7288 k 39.739 k +D 9.250 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D Dsgn. L = 9.25 ft 1 0.106 0.018 Dsgn. L = 3.33 ft 2 0.069 0.018 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' ' Defl -2.35 2.35 37.02 22.17 1.00 1.00 0.73 59.61 39.74 -2.35 2.35 56.67 33.93 1.68 1.00 0.73 59.61 39.74 Location in Span Load Combination Max. ' +' Defl Location in Span 1 0.0000 2 0.0000 0.000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 0.0000 0.0000 Values in KIPS 0.000 0.000 Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.399 -0.648 D Only 1.399 -0.648 ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT N 71/K3 CO( UNIT S SUBJECT AT / V ( ,tgii i6Z? Tel: 206.340.2255 Fax: 206.340.2266 I www.abkj.com JOB# /2023,00 DATE 2/9* /2 BY StJ SHEET# /0 vfS - - 300 /Zo - - pA />�g - v -E -�� L. `` : P W W = = /PZ! /227 as S/ _155 36,95 rx nx 7‘,S 8z' "x 7� x 76 i' h Vg's GIQ = 2,5 e� 4D (v k -f loo+ - ?ale /3t -/) = O 1 h/p (/ f ' D, /7J. Fp = 10 i 2150',02_) p min = f 0_1_6 OLS1_2-) (/, °Y I.d10 — 0,306 Alp E--- emir, 01._C Fp = = 5-5 7 3 75 Gds L/& (300 / _ia s.rpelfs s4f/1s) ) VF$- Sao , H = 76 /, / i6&' oc ,4S_S (2 J' " M0 = , S5 _b" -2614 k-/A/ MR = 0,9 (1.e24 K) (35 z = ZB,kS 14-/N %�/, /6 WO oVf, -/iv. 7i' Af /Ak . vfs 120 //alp = , 3 5kOS ) /1/,Lz5 k- /AI Alp = D, a /, 2Z ¢ 36•Z 5 h/2 — 2o, 35 k /n" /x/,25 f i i, d NO O1/4X7pf- �I/N6, ° %oViP (i) J S /4l 541 � sciffoRT 0 An- SmAy2s f4, Cl W it' 4/c °AEE %o Remote Propeller Fan(s) Outdoor Air Cooled Condenser SCS -192 thru 447 -( ) ELECTRIC BOX SERVICE SWITCH 90.50 20:00 99.50 Remote Propeller Fan(s) Outdoor Air Cooled Condenser SCS -525 thru 683 -( ) 48.25 .7' 38.00 ELECTRIC BOX SERVICE SWITCH OUTLET. 148.00 20.00 51.00 STU LZ • THIS DOCUAIENT CONTAOTS cowl: arm. PROPRIETARY TORO ANGLE INTORMATIONANOIS ;THE PROPERTY OFSTTA2 AIR PROJECTION TECHNOLOGY SYSTEMS. INC. IT SHALL NOT BE REPRODUCED, USED, TRMISfERRED TO OTHER DOCUMENTS OR 0 . .0SEO TO UNAUTHORIZED PERSON'S YRTHOUT THE EXPRESS WRITTEN PERMISSION OF STULZ AR TECHNOLOGY SYSTEMS, INC. ALL RIGHTS OF DEMON OR INVENNON ARE RESERVED TO STILL MR TECHNOLOGY SYSTEMS, INC. NOTES: 1) PROPER SIZING OF CONDUIT HOLE TO BE PERFORMED.BY OTHERS:? 2) APPROXIMATE WEIGHT PER TABLE BELOW. APPRO) M1E UNIT WE 33ITTABLE MODEL NUMBER • APPROXIMATE UNITVJEIGHT $CS-525 -D():, 8401-85 SCS- 597.D( 800'LBS SCS483.Dt ) 1010 LAS • FIELD CONNECTION LEGEND • - 1C },POWER WIRE HOLE - 0.875" - LOCATED ON BOTTOM OF ELECTRIC BOX - SEE NOTE 1 R1 REFRIGERANT HOT GAS LINE, SYSTEM ONE - 1.6250D - SWEAT CONNECTION R2; REFRIGERANT LIQUID LINE, SYSTEM ONE,- 1.375 OD-SWEAT CONNECTION R3 REFRIGERANT HOT GAS LINE; SYSTEM TO - 1.62F OD - SWEAT. CONNECTION R4) W REFRIGERANT LIQUID LINE, ;SYSTEM TWO - 1.375' OD _SWEAT CONNECTION• DIMENSIONSAREE IN INCHES U • (MOUMETERSI" , W NOT SCALE DRAWING ' REMOVE BURRS A BREAK ALL SHARP EDGES. TOLERANCES AS FOLLOWS: - .t•1.1131. XXX• i 030 (0.7O] • XX < !.01 (1.51 ANGLES = S.5' • REVISIONS DESCRIPTION RELEASED FOR PRODUCTION REFRIGERANT-POSITIONS OF SYSTEM 1 & 2 CHANGED :1211312007 148.00 145.50- 48..50 ACCESS . COVER 405 20:0 • 157.0- INSTALLATION-- • . ' SCS- 525- 683 -DO . .....,L" UNIT..' " S. < PUZ)D ATE 981/07 _NA, IO 'd°H' ROB ROY [DA�` 9/21107 1 ENORf ", S.TOPUZt°ETE: 9/21/07. •i W l IM a9a 000Y'+A+ ... ma -?APPD. DATE: ■ SIZE. CAGE CODE DWG NO. TO REV . • ROB ROY 9/21NT , , B. OB716 IRSO4454 A SCALE: 1:32 (UNIT TYPE: CYBERAIR i SHEET 1 OF 1 STU LZ 17: CMS /X:/- 1CV0569 A THIS DOCUMENT CONTAINS CONFIDENTIAL PROPRIETARY . THIRD ANGLE INFORMATION AND I5 THE PROPERTY OF 51UL2 MR PROJECTION TECHNOLOGY SYSTEMS. INC. R SHALL NOT SE REPRODUCED. USED. TRANSFERRED TO OTHER DOCUMENTS OR DISCLOSED TO UNAUTHORIZED PERSONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF STOLZ MR TECHNOLOGY SYSTEMS, INC. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED TO STULZ AR TECHNOLOGY SYSTEMS. INC. OPTIONAL SUPPLY AIR DUCTED OPENING [876.3] 3412' ELECTRIC REHEAT HINGED LIFT OFF PANELS ON FRONT RETURN AIR LOUVERS (2438.4] 96' DIMENSIONS ARE IN INCHES 740.LIMETERSI DO NOT SCALE DRAWING REMOVE BURRS A BREAK ALL SHARP EDGES. TOLERAN.ES AS FOLLOWS: .5 = !.1 0'. .XXX = n.010(4.7E)1 .XX = ,G5 ANGLES = !O5' 0 O 0 44 ! 'Ill�llll:ITIIIIIII]IIIIIII=� i m m m TOP ELECTRICAL CONTROL BOX ACCESS IS BEHIND DOOR MAIN POWER DISCONNECT IS ON CONT BOX ACCESS PANEL [25019] 98 l/2 PRIMARY POWER WIRE INLET SEE NOTE 1 PRIMARY CONTROL WIRE INLET SEE NOTE 1 [1930.4] 76- FILTER ACCESS BEHIND DOOR PANELS 1245 /. ) 96 1/7' FRONT DUCT [25.4] COLLAR 1" OPTIONAL C -6000 CONTROLLER ON - OFF SWITCH 1/4 TURN COMPRESSION LATCH FRONT & SIDE PANELS EVAPORATOR AIR IN [689.0] 35- RH SIDE LIFT OFF PANELS ON LH & RH SIDE REVISIONS REV DESCRIPTION DATE CHG CKR ENG APP RELEASED FOR PRODUCTION; DR -080539 4/9/2009 CKD ST CKD ST FIELD CONNECTIONS: (A1) COPPER CONDENSATE DRAIN OUTLET - 0.88 [22.2) OD - WHEN NO CONDENSATE PUMP (A2) COPPER CONDENSATE PUMP DRAIN OUTLET - 0.50 [12.71 OD - SEE NOTE 3 (B) OPTIONAL - HUMIDIFIER WATER SUPPLY INLET - 0.25 [6.4) OD SWEAT CONNECTION (C1) POWER WIRE INLET - 0.38 [9.5] PILOT HOLE - SEE NOTE 1 (C2) CONTROL WIRE INLET - 0.38 (9.5) PILOT HOLE - SEE NOTE 1 (01) AWS - WATER INLET - VFS -180, 240. & 300 = 2.12 (54.00) OD SWEAT CONN (02) AWS - WATER OUTLET - VFS -180, 240, & 300 = 2.12 (54.00] OD SWEAT CONN (R1) DAR ONLY - REFRIGERANT LIQUID LINE, SYSTEM ONE - VFS -180 & 240 = 0.62 [15.8] OD SWEAT CONN VFS-300 = 0.88 [22.2] OD SWEAT CONN (R2) DAR ONLY - REFRIGERANT DISCHARGE LINE. SYSTEM ONE - VFS -180 & 240 = .88 [22.2] OD SWEAT CONN ' VFS-300 = .88 [22.2] OD SWEAT CONN (R3) DAR ONLY - REFRIGERANT LIQUID LINE, SYSTEM TWO - VFS -180 & 240 = 0.62 (15.8] OD SWEAT CONN VFS -300 = 0.88 [22.2] OD SWEAT CONN (R4) OAR ONLY - REFRIGERANT DISCHARGE LINE, SYSTEM TWO - VFS -180 & 240 =.88 (22.2) OD SWEAT CONN VFS-300 = .88 [22.2] OD SWEAT CONN REMOVABLE REAR PANELS ATTACHED WITH SCREWS REAR NOTES: 1. PROPER SIZING OF CONDUIT HOLES TO BE PERFORMED BY OTHERS. 2. APPROXIMATE WEIGHT IS TO BE DETERMINED ( LBS) [ kg] MAX.. 3. 0.500 [12.70) OD COPPER CONDENSATE DRAIN WHEN FACTORY- ' INSTALLED CONDENSATE PUMP OPTION IS SELECTED. 4. FRAME MATERIAL TO BE 10 GA GALVANNEAL, UNLESS OTHERWISE NOTED. 5. ACCESS PANELS TO BE 20 GA GALVANNEAL. 6. DUCT / SKIRT CONNECTION TO BE 16 GA GALVANNEAL. 7. POWDER COAT ALL GALVANNEAL PARTS. INSTALLATION VFS- 180 - 240 - 300 -DAR -( ) -U -EC DRVMI. CKDIDATE 8.16-08 ST DATE. 946-08 ENGR d01DATE 9-16-08 STlJ LZ I AFP0. STI5 8 16-08 SIZE CAGE CAOD E « RMIDW W NO. *. - REV - B OB716 ICV05691 A SCALE: 1:36 UNIT TYPE: CYBERAIR SHEET 1 OF 1 6 to 10 Ton - "Up- Flow" Air Pattern Systems (VFS -02) VFS -072 thru 120 -DAR, DW, DG -( ) -U "Up -Flow" Vertical A/C ( "Front Free Return" or Optional " Rear Ducted-Return") 34.50" • 79.50" 18.50" Optional 2- or 3 -way plenum discharge box (field installed) Piping Connections Evaporator Air Outlet Into Plenum 1 79.50" Optional Duct Opening r :Power Connections 1.00" Optioiial Duct Collar Evaporator Air Outlet 76 00" Overall 34.50" Optional Duct Opening 82.00" Overall 36.85" Overall Evaporator Air Inlet 6 -3 STU LZ 1 Hermanson Hermanson Company LLP tel 206 - 575 -9700 1221 2nd Avenue North Kent, WA 98032 fax 206 - 575 -9800 FILE COPY Project: Microsoft Tukwila 3 3333 S. 120th PI. Tukwila, WA 98168 Date: February 8, 2012 REVIEWED FOR CODE COMPLIANCE a:. APPROVED MAR 28 2012 City *1Tukwila BUILDING DIVISION Load Calculations Carrier HAP Version 4.5 c,TVg ku% FEB 15 2012 PERMIT CENTER Mechanical Construction, Engineering and Service www.hermanson.com »%I2O2So Hermanson SPACE INPUT DATA System Loads Carrier HAP Version 4.5 TUK_MS Tuk3_Stulz Units v4_50 Hermanson Company Space Input Data 02/08/2012 06:20AM 1113 UPS Rm 1. General Details: Floor Area 542.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage User - Defined OA Requirement 1 0.0° CFM /person OA Requirement 2 0.00 CFM /ft2 Space Usage Defaults ASHRAE Std 62.1 -2007 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 0.50 W/ft2 Ballast Multiplier 1.08 Schedule 24/7 People /Light Schedule 2.2. Task Lighting: Wattage 0.00 W/ft2 Schedule None 2.3. Electrical Equipment: Wattage 0.0 Watts Schedule None 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: 2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU /hr /person Latent 205.0 BTU /hr /person Schedule 24/7 People/Light Schedule 2.5. Miscellaneous Loads: Sensible 175000 BTU /hr Schedule 24/7 People/Light Schedule Latent 0 BTU /hr Schedule None Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 542.0 0 0 4.1. Construction Types for Exposure H Roof Type TAC -NR Metal Bldg (U= 0.031) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program v4.50 Page 1 of 1 TUK_MS Tuk3_Stulz Units v4_50 Hermanson Company Space Input Data 02/08/2012 06:20AM 1529 UPS Rm 1. General Details: Floor Area 1170.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight . 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage User - Defined OA Requirement 1 0.0 CFM /person OA Requirement 2 0.00 CFM/ft2 Space Usage Defaults ASHRAE Std 62.1 -2007 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 0.50 W/ft2 Ballast Multiplier 1.08 Schedule 24/7 People /Light Schedule 2.2. Task Lighting: Wattage 0.00 W/ft2 Schedule None 2.3. Electrical Equipment: Wattage 0.0 Watts Schedule None 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: 2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU /hr /person Latent 205.0 BTU /hr /person Schedule 24/7 People /Light Schedule 2.5. Miscellaneous Loads: Sensible 425000 BTU /hr Schedule 24/7 People /Light Schedule Latent ....0 BTU /hr Schedule None Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 1170.0 0 0 4.1. Construction Types for Exposure H Roof Type TAC -NR Metal Bldg (U= 0.031) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program v4.50 Page 1 of 1 0 Hermanson SYSTEM INPUT DATA System Loads Carrier HAP Version 4.5 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company C- UPS -CAHU 1$4 Input Data 02/08/2012 06:21 AM 1. General Details: Air System Name C- UPS -CAHU 1 &4 Equipment Type Terminal Units Air System Type Split DX Fan Coil Number of zones 1 Ventilation Direct Ventilation 2. Ventilation System Components: (Common Ventilation System not used: no inputs) 3. Zone Components: Space Assignments: Zone 1: Zone 1 1529 UPS Rm x1 Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 72.0 °F Cooling T -stat. Unocc 72.0 °F Heating T -stat: Occ. 70.0 °F Heating T -stat: Unocc. 70.0 °F T -stat Throttling Range 1.00 °F Thermostat Schedule 24/7 HVAC Schedule Unoccupied Cooling is Available Common Terminal Unit Data: Cooling Coil: Design Supply Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source .. Air- Cooled DX Schedule JFMAMJJASOND Fan Control Fan On Ventilation Sizing Method Sum of Space OA Airflows Terminal Units Data: Zone All Terminal Type .. Fan Coll Minimum Airflow 0.00 CFM /person Fan Performance 0.00 in wg Fan Overall Efficiency 50 % 4. Sizing Data (Computer- Generated): System Sizing Data: Cooling Supply Temperature 55.0 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 20.0 °F Safety Factors: Cooling Sensible 10 Cooling Latent 0 Heating 0 Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) Ventilation (CFM) 1 25956.2 - - 0.0 Hourly Analysis Program v4.50 Page 1 of 2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company C- UPS -CAHU 1 &4 Input Data 02/08/2012 06:21 AM 5. Equipment Data Terminal Cooling Units - Air- Cooled DX Zone Estimated Maximum Load (MBH) Design OAT ( °F) Equipment Sizing Gross Cooling Capacity (MBH) Capacity Oversizing Factor ( %) Compressor + OD Fan Power (kW) ARI Performance Rating Units Conventional Cutoff OAT ( °F) 1 472.4 95.0 Auto -Sized - 0 - 11.00 EER 0.0 Hourly Analysis Program v4.50 Page 2 of 2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company V- UPS -CAHU 1&2 Input Data 02/08/2012 06:21 AM 1. General Details: Air System Name V- UPS -CAHU 1 &2 Equipment Type Terminal Units Air System Type Split DX Fan Coil Number of zones 1 Ventilation Direct Ventilation 2. Ventilation System Components: (Common Ventilation System not used: no inputs) 3. Zone Components: Space Assignments: Zone 1: Zone 1 1113 UPS Rm x1 Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 72.0 °F Cooling T -stat: Unocc. 72.0 °F Heating T -stat: Occ. 70.0 °F Heating T -stat: Unocc. 70.0 °F T -stat Throttling Range 1.00 °F Thermostat Schedule 24/7 HVAC Schedule Unoccupied Cooling is .. Available Common Terminal Unit Data: Cooling Coil: Design Supply Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air - Cooled DX Schedule JFMAMJJASOND Fan Control Fan On Ventilation Sizing Method Sum of Space OA Airflows Terminal Units Data: Zone All Terminal Type Fan Coil Minimum Airflow 0.00 CFM /person Fan Performance 0.00 in wg Fan Overall Efficiency 50 % 4. Sizing Data (Computer- Generated): System Sizing Data: Cooling Supply Temperature 55.0 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T . 20.0 °F Safety Factors: Cooling Sensible .............. 10 % Cooling Latent 0 % Heating 0 % Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) Ventilation (CFM) 1 10697.9 - - 0.0 Hourly Analysis Program v4.50 Page 1 of 2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hemianson Company V- UPS -CAHU 1&2 Input Data 02/08/2012 06:21 AM 5. Equipment Data Terminal Cooling Units Air- Cooled DX Zone Estimated Maximum Load (MBH) Design OAT ( °F) Equipment Sizing Gross Cooling Capacity (MBH) Capacity Oversizing Factor ( %) Compressor + OD Fan Power (kW) ARI Performance Rating Units Conventional Cutoff OAT ( °F) 1 194.5 95.0 Auto -Sized - 0 - 11.00 EER 0.0 Hourly Analysis Program v4.50 Page 2 of 2 Hermanson SYSTEM OUTPUT DATA System Loads Carrier HAP Version 4.5 Air System Sizing Summary for V- UPS -CAHU 1 &2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 02/08/2012 Prepared by: Hermanson Company 06:22AM Air System Information Air System Name V- UPS -CAHU 1 &2 Equipment Class TERM Air System Type SPLT -FC Sizing Calculation Information Zone and Space Sizing Method: Number of zones 1 Floor Area 542.0 ft2 Location Tacoma, Washington Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Hourly Analysis Program v4.50 Page 1 of 1 Zone Sizing Summary for V- UPS -CAHU 1 &2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company 02/08/2012 06:22AM Air System Information Air System Name V- UPS -CAHU 1 &2 Equipment Class TERM Air System Type SPLT -FC Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones 1 Floor Area 542.0 ft2 Location Tacoma, Washington Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft2 Zone 1 194.1 10698 10698 Jul 1600 0.9 542.0 19.74 Terminal Unit Sizing Data - Cooling Zone Name Total Coil Load (MBH) Sens Coil Load (MBH) Coil Entering DB / WB ( °F) Coil Leaving DB / WB ( °F) Water Flow @ 10.0 °F (gpm) Time of Peak Load Zone 1 194.5 194.5 72.4 / 44.5 55.4 / 35.6 - Jul 1800 Terminal Unit Sizing Data - Heating, Fan, Ventilation Zone Name Heating Coil Load (MBH) Heating Coil Ent/Lvg DB ( °F) Htg Coil Water Flow @20.0 °F (gpm) Fan Design Airflow (CFM) Fan Motor (BHP) Fan Motor (kW) OA Vent Design Airflow (CFM) Zone 1 0.0 -1.0 / -1.0 0.00 10698 0.000 0.000 0 Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM /ft2 Zone 1 1113 UPS Rm 1 194.1 Jul 1600 10698 0.9 542.0 19.74 Hourly Analysis Program v4.50 Page 1 of 1 • Air System Design Load Summary for V- UPS -CAHU 1&2 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company 02/08/2012 06:22AM Hourly Analysis Program v4.50 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1800 COOLING OA DB / WB 81.3 °F / 63.4 °F HEATING DATA AT DES HTG HEATING OA DB / WB 18.0 °F / 14.8 °F ZONE LOADS Details Sensible (BTU /hr) Latent (BTU /hr) Details Sensible (BTU /hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 542 ft2 414 - 542 ft2 860 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 0 ft2 0 - 0 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 293 W 999 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 0 0 0 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 175000 0 - 0 0 Safety Factor 10% / 0% 17641 0 0% 0 0 » Total Zone Loads - 194054 0 - 860 0 Zone Conditioning - 194549 0 - 491 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Exhaust Fan Load 0 CFM 0 - 0 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Ventilation Fan Load 0 CFM 0 - 0 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads - 194549 0 - 491 0 Terminal Unit Cooling - 194549 0 - 0 0 Terminal Unit Heating - 0 - - 0 - » Total Conditioning - 194549 0 - 0 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v4.50 Page 1 of 1 Air System Sizing Summary for C- UPS -CAHU 1$4 Project Name: TUK_MS Tuk3_Stulz Units v4_50 02/08/2012 Prepared by: Hermanson Company 06:21AM Air System Information Air System Name C- UPS -CAHU 1$4 Equipment Class TERM Air System Type SPLT -FC Sizing Calculation Information Zone and Space Sizing Method: Number of zones 1 Floor Area 1170.0 ft2 Location Tacoma, Washington Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Hourly Analysis Program v4.50 Page 1 of 1 • Zone Sizing Summary for C- UPS -CAHU 1 &4 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company 02/08/2012 06:21 AM Air System Information Air System Name C- UPS -CAHU 1 &4 Equipment Class ... TERM Air System Type SPLT -FC Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones 1 Floor Area Location Tacoma, Washington 1170.0 ft2 Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM /ftZ Zone 1 471.0 25956 25956 Jul 1600 1.9 1170.0 22.18 Terminal Unit Sizing Data - Cooling Zone Name Total Coil Load (MBH) Sens Coil Load (MBH) Coil Entering DB / WB ( °F) Coil Leaving DB / WB ( °F) Water Flow © 10.0 °F (gpm) Time of Peak Load Zone 1 472.4 472.4 72.2 / 44.4 55.1 / 35.5 - Jun 1400 Terminal Unit Sizing Data - Heating, Fan, Ventilation Zone Name Heating Coil Load (MBH) Heating Coil Ent/Lvg DB ( °F) Htg Coil Water Flow @20.0 °F (gpm) Fan Design Airflow (CFM) Fan Motor (BHP) Fan Motor (kW) OA Vent Design Airflow (CFM) Zone 1 0.0 -1.0 / -1.0 0.00 25956 0.000 0.000 0 Space Loads and Airflows Zone Name 1 Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM /ft2 Zone 1 1529 UPS Rm 1 471.0 Jul 1600 25956 1.9 1170.0 22.18 REbV CITY OrflJ ILA FEB 1 5 2012 PERMIT CENTER Hourly Analysis Program v4.50 Page 1 of 1 • Air System Design Load Summary for C- UPS -CAHU 1 &4 Project Name: TUK_MS Tuk3_Stulz Units v4_50 Prepared by: Hermanson Company 02/08/2012 06:21 AM c:mrin FEB 1 5 201 PERMIT CENTER Hourly Analysis Program v4.50 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1400 COOLING OA DB / WB 84.3 °F / 64.8 °F • HEATING DATA AT DES HTG HEATING OA DB / WB 18.0 °F 114.8 °F ZONE LOADS Details Sensible (BTU /hr) Latent (BTU /hr) Details Sensible (BTU /hr) Latent (BTU /hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 1170 ft2 987 - 1170 ft2 1857 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 0 ft2 0 - 0 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 632 W 2156 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 0 0 0 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 425000 0 - 0 0 Safety Factor 10% / 0% 42814 0 0% 0 0 » Total Zone Loads - 470957 0 - 1857 0 Zone Conditioning - 472402 0 - 1114 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Exhaust Fan Load 0 CFM 0 - 0 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Ventilation Fan Load 0 CFM 0 - 0 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads - 472402 0 - 1114 0 Terminal Unit Cooling - 472402 0 - 0 0 Terminal Unit Heating - 0 - - 0 - » Total Conditioning - 472402 0 - 0 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads c:mrin FEB 1 5 201 PERMIT CENTER Hourly Analysis Program v4.50 Page 1 of 1 *Hermanson • • Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 MEMORANDUM tel 206 - 575 -9700 fax 206 - 575 -9800 TO: Dave Larson, City of Tukwila Senior Plans Examiner FROM: Carol A. Sherman, P.E. DATE: March 2, 2012 SUBJECT: Project #M12 -026 — Correction Notice #1, Mechanical Corrections /Comments: 1. Structural documents: Wet stamped structural calculations will be turned in to replace the copies of the calculations. 2. Economizer issue: As discussed on the phone, this is a `like for like' replacement and will be noted on the drawings as such. Any reference to the economizers will be removed. CORRECTION Mlz- 02(o RECEIVED MAR 07 2012 PERMITCENTER Mechanical Construction, Engineering and Service www.hermanson.com City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 28, 2012 Carissa Morris Hermanson Co 1221 2 "1 Av N Kent, WA 98032 RE: Correction Letter #1 Mechanical Permit Application Number M12 -026 Microsoft — 3333 S 120 PI Dear Ms. Morris, 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, eRctifri"‘_ Bill Rambo Permit Technician encl File: M12 -026 W:\Permit Center \Correction Letters\2012\M12 -026 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building. Division Review Memo Tukwila cuilding Division Dave Larson, Senior Plan Examiner Date: February 27, 2012 Project Name: Microsoft Permit #: M12 -026 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. In the equipment schedule you refer to section 1433 option 9A to eliminate the need for economizers. Exception 9 also states that the total capacity of all systems without economizers shall not exceed 240,000 Btu/h per building or 10% of its air economizer capacity, whichever is greater. Your new equipment exceeds the 240,000 Btu /h without considering the rest of the equipment in the building. Please show that the new equipment does not cause the building to exceed the 10% limit allowed not to have economizers or add economizers to the system. Do any of the units to be replaced currently have economizers? Exception 9 appears to be new in the 2009 code. If the units to be replaced did not have economizers and they were not required to have them per the code in effect at the time of their installation, then we would not require the new replacements to be upgraded. Other options, if available, may be submitted for review. Please provide all relative code sections. If you would like to discuss this code section with me, I can be reached at 206 - 431 -3678. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PERMIT COON COM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -026 PROJECT NAME: MICROSOFT SITE ADDRESS: 3333 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 DATE: 03 -07 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ��' g'� ul drn Ivlsion Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-08-12 Complete Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route riK1 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-05-12 Approved ❑ Approved with Conditions 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 HERMIT COORD COP`R PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -026 DATE: 02/15/12 PROJECT NAME: MICROSOFT SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARENyS: � P(11(, D2.2 � �.2 1)1_ uilding Division ire Prevention Public Works Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IK Incomplete DUE DATE: 02/16/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IX Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 03/15/12 Not Approved (attach comments) IN' DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: w�< 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 RECEIVED MAR 0.7 20121 COMMUNITY DEVELOPMENT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 / 7I o O 2— Plan Check/Permit Number: M12-026 ❑ 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: Microsoft Project Address: 3333 S 120 P1 // \ Contact Person: Ca.,N& t-A-00-42AS Phone Number: � �lao�� SIS � Summary of Revision: (�'(L 9wvAA S'� 0�(Yl 51 -uct 1 -� Ca Ics p,exy.fiLd• e Coin ��l ►LQ(LS - -emoJth -C-Qo act- 1 -�-��v S i'Z (, 0(11- CfiOn 1,12%)Q_ k. Sheet Number(s): M "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus oiL - 7 (vZ \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Printer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L81 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 HERMANSON COMPANY LLP UBI No. 602004844 Phone 2065759700 Status Active Address 1221 2Nd Ave N License No. HERMACLOO5BJ Suite /Apt. License Type Construction Contractor City Kent Effective Date 1/11/2000 State WA Expiration Date 8/25/2012 Zip 980322945 Suspend Date County King Specialty 1 General Business Type Limited Liability Partnership Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HERMAC'016RN HERMANSON CORPORATION Construction Contractor General Unused 1/11/2000 8/21 /2002 Archived HERMAC'217NT HERMANSON CORPORATION Construction Contractor Air Heat,Ventilation,Evaporat Metal Fabrication 8/30/1979 8/21/2000 Archived Business Owner Information Name Role Effective Date Expiration Date NICOLAISEN, KNUT H Partner /Member 08/05/2010 Amount BROCK, DANIEL L Partner /Member 08/05/2010 GL0370326108 FOX, DEAN M Partner /Member 08/05/2010 HENGEL, STEPHEN A Partner /Member 08/05/2010 American Zurich Ins Co DYCKMAN, KENNETH A Partner /Member 08/05/2010 ROBINETT, PAUL J Partner /Member 08/05/2010 8 HERMANSON, RICHARD L Partner /Member 01/01/1980 08/21/2010 ALMON, KEVIN Partner /Member 01/01/1980 08/05/2010 MACDONALD, JAMES Partner /Member 01/01/1980 08/05/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date WESTERN SURETY CO 929381801 01/01/2006 Until Cancelled $12,000.00 12/01/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 10 American Zurich Insurance Comp GL0370326108 08/21/2011 08/21/2012 $1,000,000.00 08/18/2011 9 American Zurich Ins Co GL0370326107 08/21/2010 08/21/2011 $1,000,000.0008 /18/2010 8 ZURICH AMERICAN INS CO GL0370326106 08/21/2008 08/21/2010 $1,000,000.0008 /24/2009 7 AMERICAN ZURICH INS CO GL03703261 04 08/21/2004 08/21/2008 $1,000,000.0008 /20/2007 6 AMERICAN ZURICH INS CO GL03703261 03 08/21/2004 08/21/2007 $1,000,000.00 08/18/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 03/29/2012 CAD \M- A- OO.DWG U_ w w N CD Q zLLJ Q Io (� U 0 LLJ Q (0 N N N 0 0 LL >; L.LJ A AC AC H ACT AD ADD'L AFF AFG AHU ALUM AMP /AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTU H CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB D BA DDC DEFL DEG DG DIA DMPR DN DT DWG EXH EA EAT EC EER EF EFF EL ELEC /ELECT EP EMCS ENT EQUIP ESP EWT EXIST F FAC FD FDC FF FIC FI 0 FLA FLEX FLR FOB FOIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEILING ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER /CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT /CONNECTED /CONNECTION CONTINUOUS /CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC /CONDENSER UNIT DOMESTIC COLD WATER /CONDENSER WATER DUCTBOARD /DRY BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ( "T -BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE /END CAP /ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL /ELECTRIC END PLUG ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM HZ BC CW D E MC N N WG PLV KW LAT LB /LBS LD /LIN DIFF LF /LIN FT LPG LVG LWA LWG LWR LWT MAX MAU MBH MCA MD M FR MISC MIN MT MTD MUW N/A NC NG /NGAS NIC NO NPW N -R OA /OSA OB OBD OD P PCF PD PH POC PRESS PSI PSIG QTY R RA RD /RND REF REG REQ RESID RF RG RL RPM RS S SA SAT SD S/D SEER SENS SG SL SM SPEC SO SOG SP SQFT SR SS STRUC T FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR TA FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE /SMOKE DAMPER FOOT /FEET FUTURE FACE VELOCITY GRILLE GAUGE /GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE /REGISTER /DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER TEMP TBD TG TOC TOD TOS TOT TSP TSTAT TYP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W/ W/0 W /SF WSEC HERTZ NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER /DIMENSION NVERT ELEVATION NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND /POUNDS LINEAR DIFFUSER LINEAL FOOT /FEET LIQUID PROPANE GAS LEAVING SOUND POWER LOW WALL GRILLE LOW WALL REGISTER LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM /MINUTE MOUNT MOUNTED MAKE -UP WATER NOT APPLICABLE NORMALLY CLOSED /NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN /NUMBER NON- POTABLE WATER NON- RESIDENTIAL OUTSIDE AIR OPPOSED BLADE OPPOSED BLADE DAMPER OUTSIDE DIAMETER /DIMENSION PUMP POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUALITY RETURN GRILLE /RELOCATED /RETURN RETURN AIR ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF RETURN GRILLE REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION SMOKE DETECTOR SLIP & DRIVE CONNECTION SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SUPPLY GRILLE SOUND LINED S P I RALMATE/SH EETM ETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET SIDE WALL REGISTER STAINLESS STEEL STRUCTURAL TRANSFER TRANSFER AIR TEMPERATURE /TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE /CURB TOP OF DUCT TOP OF STEEL /TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL /WALLS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND -, ox, o � ox�e }1oxio�'j i ox0 10X10;,1 :1OX10 © RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY 10 ROUND DUCT - TURNING UP OR TOWARD i o0 (%) 100 O Sio� 0) flu `,2-1 100 T: 00 1F 4 e .nnn I\f ROUND DUCT - TURNING DOWN OR AWAY FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT - TURNING DOWN OR AWAY DUCT OVERLAP BOOT TAP 45° TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES /SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION (FORCED AIR) AIR FLOW DIRECTION (DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION SMOKE DAMPER TEZE:k FIRE DAMPER f � � 06Xi6SL� 16X16DB %WERT rzi 1 CD /X\ CD1 -100 80, 1=1' COMBINATION FIRE & SMOKE DAMPER SOUND TRAP ACCESS DOORS ACOUSTICALLY LINED DUCT (SOUND LINED) DUCT BOARD FABRIC DUCT VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE THERMOSTAT /TEMPERATURE SENSOR HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR EXISTING DUCTWORK DEMO DUCTWORK WALL - MOUNTED GRILLE 0 PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG OR CAP } ® 2 GAS PRESSURE REDUCING ASSEMBLY Z SOLENOID VALVE PUMP CHILLED WATER SUPPLY CHILLED WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE '. CHWS -5 �- CHWR -S 2- RL -5 RS --S '. NG s z- LPG t- CDWS -5 t- CDWR -5 HWS -5 t-- HWR COND MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2009 IBC, 2009 WSEC & 2009 IMC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING: - 0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED (OR GRAVITY DAMPERS PER EXCEPTIONS IN 1412.4.1) WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5 DEGREES F (1OT FOR RESIDENTIAL BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF RESETTING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip =1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLjUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN DETECTOR �SHALLHBET�URNIOSHED�AND INSTALLED BY ELECTRICALFCONTRACTORTIUNL�SS NOTED OTHERWISE POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR 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 SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. - USE SECTION 905 OF THE 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 AND 5 -12. 26. ELECTRICAL SUBMETERING OF SYSTEMS AS REQUIRED BY SEATTLE ENERGY CODE CHAPTER 12 IS BY ELECTRICAL DUCT INSULATION (R- VALUE) LAST UPDATED: 07 /21/10 DUCT TYPE DUCT LOCATION N -R INSULATION R -VALUE RESID. INSULATION R -VALUE REMARKS SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R -7 R -8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES R -8 1,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -5.3 R -5.0 1,2 SUPPLY WITH <55° OR >105° AIR TEMPERATURE WITHIN CONDITIONED SPACE R -3.3 NOT REQ. 1,2 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (_PERM < 0.5� AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R -7 FOR REST OF INSTALLATION . 5. R -7 CAN B USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM. MINIMUM PIPE INSULATION (INCHES) LAST UPDATED: 12/01/04 SERVICE FLUID TEMP T INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING T RUN -OUTS UP TO 2 1 & LESS >1 TO 2 >2 TO 4 >4 TO 6 >6 HWS &R 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 HWS &R 105 -140 0.24 -0.28 100 0.5 1.0 1.0 1.0 1.5 1.5 CHWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 CHWS &R <40 0.23 -0.27 75 1.0 1.0 1.5 1.5 1.5 1.5 CDWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.5 1.0 CONDENSER WATER (FOR NON- ECONOMIZER SYSTEMS - INSULATION IS NOT REQUIRED) REVISIONS NO nee chatt be made to the so et wort( without prior approval cl Tura Build Damon. tWiti g , ;,* DRAWING INDEX SHEET NO. SHEET TITLE M -A -DO COVER SHEET - HVAC M -B -01 1ST FLOOR DEMO PLAN - HVAC M -B -R1 ROOF DEMO PLAN - HVAC M -D -01 1ST FLOOR PLAN - HVAC M -D -R1 ROOF PLAN - HVAC M -I -01 PARTIAL SECTION - HVAC M -M -01 EQUIPMENT SCHEDULES - HVAC Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ APN NUMBER 1023049079 LEGAL DESCRIPTION LOT 3 OF TUKWILA BLA #L04 -060 REC #20041008900012 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04 BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Drown Checked Date 4TW:st: VICINITY MAP NO SCALE Design Team HERMANSON Project No. M.S. Project No. No. Date cs BB DN 01/18/2012 11-12-00193 01/18/2012 rosoft euulding Tuk 4la -3 Revisions Description CD SET Registration P.7943 SITE MAP mn jiy i vv SC LE F/ COPY tit No. p1 ^^ rr ►iew approval is 0 to 1..... •;a of cons ruction documents does not authorize .. ion of any adopted axle or ordinance. Receipt C Ldroved Mold Copy and . By bt'') 2/Z0"1'ZZ Date: , 319.1111 a. c'.y Of Itikvilla BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2012 L City of Tukwila BUILDING DIVISION Rtt;trvcu CITY OF TUKWILA FEB 15 2012 PERMIT 12-02; Key Plan Bar Code Sheet Title /Number COVER SHEET -HVAC M-A-OO C■I CD (<1. CD Cf) '!!!; a_ CD LLJ _1 LLJ CN.1 cD LiJ LiJ rr) cD (6 C■1 r-r) 0 1 a) Lj 0 0 Li (Jr) . . . . . : : : : :• . . . : . . . . . . . . . . . . . . . . : • . . . . . . . , • • . • . . . . . • . . . . . . 1 : • . . . . . . 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AREA OF WORK 1■■■■■1■1■11„, E 1 L 60/30 IN•1011116.1 CD16 1091 CFM CFM Q!Q) • • • • • • • • 4111moomm.....1.......■ Om nom MN om mom I no I moo Imo mom ...- - - • . • •• . . : •• .• . .... ..... ... . .. . .. .. ... . .•••••:-.12±1.,,,1111,1•11••••••••:•••••1•••••••••••••; i I ;:•.:11:1•11:::::•1:111.11•11:111:•:-:. 1111::::711"--.11"""171""'"••:::::::11::::::::11•,:::::::::::::::::,•••••1:::::::±".:•••••:•....... .11 48/30 I 1C1D5126 CFM I BDD 0401),__9_ • CD18 —2829 CAH U —3 1 mmi imp 1 mom 1 mom 1 moo 1 ■I 1 um R (1‘...AL... APY '7W1%7"1741 Om mom moo 1 mom ■0110 0411j51. rilrollirr405 1.1:17:11 ft-1 I ........ ••\ :............. ............................. .............. ) 1ST FLOOR DEMO PLAN - HVAC SCALE: 1/8" = 1 AIR CURTAIN IYP) • . : . . : . . : . : • IN CA-U-7 .1.•1111 ..111 „„..,.:... „•:::: .11.' 1:1 .. . . . . ..• : . . .• : I : . : : 1 .. : . , .. .. . . . .. • f . ....................................................................................... ; ••••;700?:VI igeK 1 rtiall,74- - 4,45g2,;) ..-=3:61A(11 1•4• CT4VTUMIUsk FEB 1 5 2012 PERMff CENTER Hermanson Hermanson Company 1.113 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg 1: HERMACLOO5BJ Microsoft BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Team Design Drawn Checked Date CS BB DN HERMANSON Project No. 01/18/2012 1 1 — 1 2 —001 93 M.S. Project No. Revisions No. Date Description 01/18/2012 CD SET P.7943 Registration Key Plan Bar Cade Sheet Title/Number 1ST FLOOR DEMO PLAN -HVAC M-13-01 -ACC -9 -ACC -8 -ACC -7 -ACC -6 EF -3 COLO-2 -ACC-3 COLO -2 -ACC -4 COLO -2 -ACC -5 C -UPS -ACC -2 RTU -1 EF -4 AREA OF WORK EF -5 M I — I MN I ME I — I BM r RTU -3 COLO-1 -ACC-1 0 por it Iii COLO -1 -ACC -1 i1111Mi•1•1i■1i ■ice 1 1 1 1 1 1 1 1 1 COO ROOF DEMO PLAN - HVAC SCALE: 1/8" = 1' -0" C -UPS -ACC -3 mmi 1 mml 1 um 1 EF- 2 1 1 1- 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 DEMO NOTES: DEMO EXISTING DEMO EXISTING DOGHOUSE ON CONDENSING UNIT. REFRIGERANT PIPING. KEEP EXISTING ROOF FOR NEW PIPING. tit 1).02.- REVIEWED FOR ODE COMPLIANCE APPROVED MAR 2 8 2012 "_ City of Tukwila BUILDING DIVISION CITY uA FEB 15 2012 PERMIT CENTER Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg fi: HERMACLOO5BJ MiCTOSOfte BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Team Design cs Drown BB Checked J '. Date 01/18/2012 HERMANSON Project No. 11-12-00193 M.S. Project No. No. Date 01/18/2012 Revisions Description CD SET P.7943 Registration Key Plan Bar Code Sheet Title /Number ROOF DEMO PLAN -HVAC M-B-R1 _ n °as$on _ oo °Oa° °o °o °e°° >en° ° °� :P A°R°R°F °0°4° 1111ose�e�o°p °4°V °9°A F° 9° o�q�e�o° e° 4° a°, apa�e�o° a,°, q°, e„ o�e�eIe�a�4�Vao�AdadP�o�4 °e�19.RnP:P14�o 1 1111 1 I 111111•1 I MN I EM I NM v—uPs—cauu-2I ERN°,Bea aB°B °BaB°B °B °off o aO�oB e °OOO °o °D°oa$°B °00000 noeo °s eBo <'° oa°�°°B° aoBgBo e °6 °o °o °nBe°pop� °�o °aoo v— UPS— CAHU -1 1.111111111101101111111111111110111111111111111111111k Vii• „I_ N. d 1 aBa�a eB�a° °sBB AREA OF WORK mil I; slim 1 -r 1 1 mu 1 r 1 elm 1 ism 1 in= 1 ow 1 ow 1 M. 1 M• 1 1 1 C— UPS— CAHU -1 CD16 1035 CFM J.f CD16 '- 1189 CFM CAHU -6 r I \. 0018 CD18 CD18 29.11 2895 C518 3135 -: 3068 ..' .. C' i8 c�1 CD 18 ::2700 2820 CD18 CD18 —2829 CAHU- 2 60/30 CD16 1103 CFM (QQQ) CD18 2828 CFM CD18 3225 CFM CD16 1152 CFM f_.MI 1 MI 1 MI 1 1 ININ 1 INN ...1._— 1 MI 1 CAHU -3 M I MI I M I_ I_ I_ I_ I NM 1:.J• I I 1 1 NMI 1 1 ...................___._____. 1ST FLOOR PLAN — HVAC SCALE: 1/8” = 1' —O" 0 DESIGN NOTES: (2) 7/8" LIQUID LINES, (2) 1/2" PUMPED CONDENSATE (2) 1/2" LIQUID LINES, (2) 1/2" PUMPED CONDENSATE (2) 1/2" LIQUID LINES, (2) 1/2" PUMPED CONDENSATE GENERAL NOTES: 7/8" HOT GAS LINES, & 1/4" HUMIDIFIER LINE. 5/8" HOT GAS LINES, & 1/4" HUMIDIFIER LINE. 5/8" HOT GAS LINES, & (NO HUMIDIFIER). 1. REPLACE ALL REFRIGERANT PIPING FOR ALL NEW UNITS. UTILIZE EXISTING ROOF PENETRATIONS AND DOGHOUSES. 2. MODIFY RAISED FLOOR AS REQUIRED TO INSTALL THE NEW UNITS. PROVIDE NEW FLOOR TILES AS REQUIRED. M W REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2012 City ofTukwila IIJILDING DIVISION crnoRMAA FEB 15 2012 PERMIT CENTER Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ Microsoft ' BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Team Design Drown Checked Date CS BB DN HERMANSON Project No. 01 /18/201 2 1 1 -12 -00193 M.S. Project No. Revisions No. Date . Description 01/18/2012 CD SET P.7943 Registration Key Plan Bar Code Sheet Title /Number 1ST FLOOR PLAN -HVAC M-D-01 CI U N O N O (1) 0_ O U LiJ J LLJ N O J LiJ U • (%) O fY U_ O N C/) U LiJ 0— z O Cn LiJ O O N N CN O rrj Li 0 LiJ ROOF LINE 20' GROUND C -UPS -ACC -3 C -UPS -ACC -4 REFRIGERANT PIPING TO DOGHOUSE TYPICAL. D -C -ACC -1 V -UPS -ACC -1 CONTINUOUS STEEL SUPPORT D —C —ACC -2 — 3' -4" NEW UNIT HEIGHT — 2' -6" TOP OF STEEL ABOVE ROOF PARTIAL SECTION - HVAC M -I -01 SCALE: 1/8" = 1' -0" M REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2012 City of Tukwila BUILDING DIVISION CIN L► FEB 15 2012 PERMIT CENTER Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg 11: HERMACLOO5®J Microsoft BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Team Design Drawn Checked Date CS BB DIN 01/18/2012 HERMANSON Project No. 11 -12 -00193 M.S. Project No. Revisions No. Date Description 01/18/2012 CD SET P.7943 Registration Key Plan Bar Code Sheet Title /Number PARTIAL SECTION -HVAC M-I-01 CAD \M— M- 01.DWG N N O 0 U O rz U J L.LJ O Lil Q / W O 0 \\v—Fsol \JOBS\HERMANSON N. O N 0 0 —0 O Lei COIVPUTER ROOM AIR HANDLING UNIT SCHEDULE MARK CAHU LOCATION TOTAL CFM EXT SP "H20 MOTOR HP, VOLT, PHASE & HERTZ TYPE COOLING COIL ELECTRIC REHEAT HUMIDIFIER FILTER BASIS OF DESIGN REMARKS MIN SENSIBLE CAPACITY BTUH MIN TOTAL CAPACITY BTUH DX REFRIGERANT/ No. OF COMPRESSORS MAX. SUCT. TEMP °F MAX. FACE VELOCITY EDB °F EWB °F MIN. CAP. BTU /HR STAGE KW CAPACITY LBS /HR KW TYPE % EFF. ASHRAE 52 -7E No. SIZE MANUF. MODEL No. UNIT WT. C—UPS—CAHU CUSTOMER 10,000 0.8 10/160/3/60 268,400 300,600 YES R -22/2 45 500 72 58.6 76,835 2 22.5 30 10.2 ELEC. 30 2 — DMA 3 3.85 SATE PUMP — BATTERY 1529 105 1 &4 12.4 FLAW 1,2 C— UPS —ACC 2 &3 296,000 R -407C 460/3/60 — 1000 3 3.9 — — 140 105 2 &3 12.4 STULZ SCS- 683— DAA —EC 16x25 AIRE DAAU 26 3 4 1605 AND LEAK DETECTOR SYSTEM C —UP &� AHU CUBATTERY 1529/ 11,000 0.5 (2)4.1/460/3/60 FLOW 240,295 240,295 YES R- 407C/2 45 468 72 58.6 85,550 3 25 4015 5.1 ELEC 4" 30% 4 36x14.5 STULZ VFS- 300 — DAR —U —EC 1821 1,3 C—UPS—CAHU AHU CUSTOMER 1529/ 11,000 0.5 (2)4/460/3/60 FLOW OW 214.800 248,500 YES R- 407C/2 45 500 72 58.6 NA NA NA NA NA NA 30 4 36x14 STULZ VFS- 300 — DAR —EC 1821 PROVIDE PRE —WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM C— UPS —CAHU UPS /BATTERY 5,550 0.5 (X)1/160/3/60 UP 117,000 118,000 15 — 72 58.6 — — — 30 PROVIDE PRE —WIRED CONDENSATE PUMP 1&2 1113 x XxX DATA AIRE BAAU 1034 X ; AND LEAK DETECTOR SYSTEM V— UPS —CAHU 1 UPS /BATTERY 1113 5,650 0.5 (1)4.1 /460/3/60 UP FLOW 102,057 102,057 YES R- 407C/2 45 340 72 58.6 51,330 2 15 4015 5.1 ELEC 4" 30% 2 20.75X36 STULZ VFS- 120— DAR —U —EC 1227 ' 1,3 V— UPS —CAHU 2 UPS /BATTERY 1113 5,650 0.5 (1)4.1/460/3/60 FLOW UP 102,057 102,057 YES R- 407C/2 45 340 72 58.6 NA NA NA NA NA NA 4" 30% 2 20.75X36 STULZ VFS- 120 — DAR —U —EC 1227 2,3 . PROVIDE WITH DIRECT DRIVE ECM FAN MOTORS, & BOTH UNITS WITH REHEAT AND HUMIDIFICATION. 3. UNIT REPLACEMENT IS "LIKE FOR LIKE" CHANGE OUT. NO REHEAT AND HUMIDIFICATION, COOLING ONLY. AIR COOLED CO \DE \SER U \IT SCHEDULE MARK ACC MIN. CAP gTUH REFRIG— ERANT VOLTS/ PH /HZ UNIT MAX. KW UNIT WEIGHT LBS FAN CONDENSER MATCHING W /CAHU UNIT EER BTUH /WATT MANUFACTURER & MODEL NUMBER REMARKS NO. HP ROWS MIN. AREA MAX. COND. TEMP F AMBIENT TEMP F C— UPS —ACC 296,200 R 22 160/3/60 530 3 1/2 115 85 1&4 DATA AIRE DARC 1 &4 28 34 -LD C— UPS —ACC 1 &4 448,600 R -407C 460/3/60 — 1000 3 3.85 — — 140 105 1 &4 12.4 STULZ SCS- 683— DCAA —EC 1,2 C— UPS —ACC 2 &3 296,000 R -407C 460/3/60 — 1000 3 3.9 — — 140 105 2 &3 12.4 STULZ SCS- 683— DAA —EC V— UPS —ACC 160/3/60 1&2 — DATA AIRE DACR 11 LD 1&2 34 V— UPS—ACC 1 &2 203,604 R -407C 460/3/60 — 495 2 3.85 — — 140 105 1 &2 12.1 STULZ SCS- 252— DCAA —EC 1 ,2 2. UNIT REPLACEMENT IS "LIKE FOR LIKE" CHANGE OUT. TO 105F, WITH EC FAN EMO EMO CORRECTION DEMO DEMO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2012 • '. City of Tukwila BUILDING DIVISION RECEIVED M 21m, to MAR 07 2012 PERMIT CENTER Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg j: HERMACLOO5BJ Microsoft BUILDING 3 CD SET 3333 SOUTH 120TH PLACE TUKWILA, WA 98168 Design Team Design CS Drawn BB Checked LiN Date 01/18/2012 HERtMANSON Project No. 11 -12 -00193 M.S. Project No. p. 7 q t, ? No. Dote Revisions Description 01/18/2012 CD SET 03/05/201112 PERMIT REVISION Registration Kev Plan Bar Cad Sheet Titie /Number EQUIPMENT SCHEDULES -HVAC M-M-01