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Home My WebLink AboutPermit M11-057 - WOW TECHNOLOGIESWOW TECHNOLOGIES 12201 TUKWILA INTERNATIONAL BL M11-057 Parcel No.: Address: City o*I'ukwila 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 0923049120 12201 TUKWILA INTERNATIONAL BL TUKW Project Name: WOW TECHNOLOGIES Permit Number: M1 1-057 Issue Date: 08/09/2011 Permit Expires On: 02/05/2012 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: Contractor License No: INTERNATIONAL GATEWAY WEST 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 JIMMY PANDRA Phone: 206 890 -8080 12201 TUKWILA INTERNATIONAL BL, #110 , TUKWILA WA 98168 JIM@WOWRACK.COM OWNER AFFIDAVIT - JIMMY PANDRA Phone: Expiration Date: DESCRIPTION OF WORK: INSTALLATION OF GENERATOR Value of Mechanical: $70,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $1,002.06 International Mechanical Code Edition: 2009 Date: c3-9---ti I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the 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: S tmv-oi ra,,\, r Date: 87.9(2,9(( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-057 Printed: 08 -09 -2011 • • PERMIT CONDITIONS Permit No. M11-057 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Thkwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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 Thkwila. 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. 13: ** *FIRE DEPARTMENT CONDPI'fONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Generator and tank installation is not included in the scope of this permit. Generator and tank installation requires a mechanical permit. 16: The installation of a flammable /combustible liquid storage tank requires a separate fire department permit. 17: 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) 18: 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) 19: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) doc: IMC -4/10 MI 1 -057 Printed: 08 -09 -2011 20: Duct smoke detectors shall be Sible of being reset from a single point near tslarm panel. (City Ordinance #2051) 21: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 22: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11 -057 Printed: 08 -09 -2011 r 1t • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) - 121 MR 0;1 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: 12201 Tukwila International Blvd Tenant Name: Wow Technologies, Inc King Co Assessor's Tax No.: c ¶ 2-0 Suite Number: Property Owners Name: Sabey Corporation e Floor: P1 New Tenant: ❑ Yes 10 ..No Mailing Address: 12201 Tukwila International Blvd. Tukwila City State 98168 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Jimmy Pandra Mailing Address: 12201 Tukwila International Blvd. #110 E -Mail Address: jim @wowrack.com Day Telephone: Tukwila City Fax Number: (206) 890 -8080 State (866) 969-8878 98168 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: none Mailing Address: City State Zip Day Telephone: (206) 890 -8080 Fax Number: (866) 969 -8878 Contact Person: Jimmy Pandra E -Mail Address: jim @wowrack.com Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave #500 Contact Person: Kip Kolodziejski E -Mail Address: kipk @burgessdesign.net Seattle City 98101 State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Engineers NW Mailing Address: 6869 Woodlawn Ave #205 Contact Person: Joel Kipple E -Mail Address: joelk @engineersnw.com H:\ Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Seattle City Day Telephone: (206) 973 -5427 Fax Number: State 't Zip Page 1 of 6 • • MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Vital Mechanical Service (contractor registration number: VITALMS964MM) 13106 SE 240th St #101 Contact Person: Kevin Almon Kent City WA 98031 State Day Telephone: (253) 630 -6933 E -Mail Address: kevin.almon @vitalmechanical.com Fax Number: (253) 630 -6934 Contractor Registration Number: Expiration Date: 08/08/2012 Zip Valuation of Mechanical work (contractor's bid price): $ 70,000 Scope of Work (please provide detailed information): install HVAC ducting + Install chilled water piping + 100 ton chiller + install 1 CRAC unit Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... m Replacement .... ❑ Fuel Type: Electric m Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM 1 Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 1 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 H:\Applications \Forms - Applications On Line\2010 Applications \7.2010- Permit Application doc Revised: 7 -2010 bh Page 4 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI Signature: !_ Print Name: Jimmy Pandra Mailing Address: 12201 Tukwila International Blvd. #110 I Date Application Accepted: Date: May 4th, 2011 Day Telephone: 206 - 890 -8080 Tukwila wa 98168 City State Date Application Expires: H: \Applications \Forms- Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Zip Staff Initials: .04A, I Page 6 of 6 Cilof 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 SET RECEIPT Copy Reprinted on 05 -05 -2011 at 09:55:15 05/05/2011 RECEIPT NO: R11 -00900 Initials: JEM Payment Date: 05/05/2011 User ID: 1165 Total Payment: 2,217.08 Payee: JIMMY PANDRA, WOW TECHNOLOGIES INC SET ID: S000001503 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D11 -128 M11 -057 TOTAL: 1,215.02 1,002.06 1,215.02 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 2,217.08 TOTAL: 2,217.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.0 000.345.830 640.237.114 TOTAL: 733.65 801.65 677.28 4.50 2,217.08 INSPECTION NO. INSPECTION RECORD Retain a copy with permit MI i -057 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projec : Type of Inspection: Address: r 2.-120 I Datg ,Callet � 1- r-,r A/AL..... Special Instructions: �,�PJA1`v2. �E f‘r DateWanted: a. m . . (t - (2_- ,.m , it''l 11 �, Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: FR/4 ‘,--r—ca A-Apt e)C- 1Dat 1-- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ii //- O-7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: Llk 74J i �n/oLD sr S Type of Inspection: 12/61-/ -..Z-A/ Address: /2.ZO/ 1M7/2t4/o: /a,�l A1 Date Called: _ Special Instructions: ' Date Wanted: /o —24/— // p.m. Requester: Phone No: a06 - 6501.. So 90 pproved per applicable codes. D Corrections required prior to approval. COM ENTS: ? 1'51 - 6 ®fir✓ 7b,7�i�.L�r SPECTION FEE REQUIRED. Prior to ne inspection. fee must be aid at 6300 Southcenter Bl d.. Suite 100. ll to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit iM(r - o�7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 itt. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje��i j r ��A(o�; _oft Type t Inspectipn: . , id r4-t At� Address: I22V 1 1---,.& Date Called: Special Instructions: 9L y� .- ^ z, 0/� iJ Date Wanted:. ��a rrl'3 l (0 -S'�� p.m. Requester: Pt,7No: 3-(30- V33 JApproved per applicable codes. •a< Corrections required prior to approval. S41 COMMENTS: .j? e _S lik_e-3. LA e c..,n..J, r -t ..0-t --- (1-•C( e o iet..'.r L� `s--1, sue" 'J f i M e -- e, 61-1 ci'l-( a A zf; 71". 0,C _So n -ef . - t./�J L -1--t A ,fie- �� Y7' /4 '�J . ,A4 t" , ' d Ins • ector: IDate: ` 0- f ( I n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • . -.. • As Shipped AS SHIPPED [1FZ00769J FILE COPY Perm Mn. (1 FZ00769)- ENG /NE (2DM01809) -G NERAToR (CNB00226)- GENSET Sales Model: 3508 Invoice Number: GE B 286618 Reference K W01000 508DE I K OGN PM 7T RPAOI50 EMCENGU EMCCIM 1 EMCEFR 1 EMCAMO6 EMCRMP3 ACLDE01 WTLVLS3 RADDFL 1 J W HD003 60H0480 MSEPGGN LITENGE TRSGEN7 LANENGO 3508B LOWBSFC NONULL STANDBY XLLENGL Dealer: B360 Page 1 of 4 a Ty MARCH 30, 2011 For Help Desk Phone Numbers Click here S.O. Number: NCYBV00 Feature Codes Number Eng Chg Quantity ASM LESS Set Type Description Reference Num GGOI 18 0P8709 0P7510 LE0013 1980962 31.,0432 3L0456 31.0467 F 1 1 F 1 1 F 1 I F 1 I F 1 1 F 1 1 F 1 I F 1 I F 1 I F 1 I F 1 I F 1 I F 1 I F 1 1 F I 1 F 3 1 F 1 I F 1 I F I 1 F 1 I F 1 1 F 1 I F 1 I 1000 EKW_W /FAN 350813, 60HZ, I800RPM P GENERATOR 693 FRAM 692 FRAME GENERA_ TO ENGLISH DISPLAY UN1 CUSTOMER.INTERFACE RELAY GP ALARM MODULE - NFPA 99 CUSTOM REM. ANNUNCIATOR MODULE AIR CLEANER - DUAL ELEMENT WATER LEVEL SWITCH GAUGE RADIATOR DUCT FLANGE JACKET WATER HEATER -DUAL 6-0-HZ 480.VOLTS GENERAL EPG EXTRA ENGLISH LITERATURE PGS TEST REPORT @ 0.8 PF ENGLISH LANGUAGE OPTION 3508B DIESEL ENGINE LO BSF_C NON UL 2200 LISTED PKG GEN SET STANDBY_POWER APPLICATION EXTRA ENGLISH LITERATURE Build t te:2001 -05- 01 ,r REVIE D P CODE CCMPLI�NC APPROVED E s AUG 0 8 2011 PM 2 BRG AJILD4PIN'es-I-Dulkwvisll7ON MOD`I - Part Numbers ber Eng Chg Quantity ASM LESS Set Type Description 00 1 1 1 1502 BHP 1000 GEN KW W/F 60 HZ STANDBY ALLOW PGM - PGM 344 OP7510 STANDBY PLUS PGM 344 BreakDown BreakDown... BreakDown... BreakDown... 05 1 ENGINE AR 350813 DITA PKG BreakDown... 00 1 GENERAL AR - GENSET BreakDown... TEST - PKG GEN SET (EMCP 11) 'CITY i PROCEDURE - DVR PROG CITY OFTTUJe� LriANDTEST 1 SAY 0'5 LO11 O A BEARING N LIGN PERMIT CENTER BreakDown... BreakDown... 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Action= buildtab&retkind= RNTMI -.- 03/30/2011 As Shipped Page 3 of 4 7C8124 04 REGULATOR BreakDown... LE0622 00 GEN AR - SR4B - 693 - PM BreakDown... 1441756 03 GENERATOR 693 FRAME PM BreakDown... 2 BRG LE0801 00 692 -2B PM GENERATOR BreakDown... REMOVAL 1214713 00 ENGLISH DISPLAY UNITS BreakDown... LE0316 00 CUSTOMER INTERFACE BreakDown... MODULE (CIM 9Y6496 02 CUSTOMER INTERFACE BreakDown... MODULE -CIM LE0320 00 ENGINE FAILURE RELAY BreakDown... 1341157 00 ENGINE FAILURE RELAY BreakDown... LE0304 00 ALARM MODULE - 8 LIGHTS BreakDown... 1879370 02 MODULE GP BreakDown... LE0309 00 CUSTOM REMOTE BreakDown... ANNUNCIATOR 1311963 02 CUSTOM REM. BreakDown.., ANNUNCIATOR MODULE LE0101 00 AIR CLEANER- DUAL BreakDown... ELEMENT 5N7822 01 AIR CLEANER - DUAL BreakDown... ELEMENT LE0204 00 OPTIONAL WATER LEVEL greakDown... GAGE 7E9267 02 WATER LEVEL SWITCH GAUGE B...... wn... LE0223 00 FLANGE GP - A, 46 /CV BreakDown... 9Y7822 03 DUCT FLANGE BreakDown... 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Action= buildtab&retkind= RNTM1... 03/30/2011 May 23, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jimmy Pandra Wow Technologies 12201 Tukwila International Bl, Suite 110 Tukwila, WA 98168 RE: Correction Letter #1 Mechanical Permit Application Number M11 -057 Wow Technologies — 12201 Tukwila International BI Dear Mr. Pandra, 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 Planning Department. The buildingand Fire Departments have no corrections at this time. Planning Department: Brandon Miles at 206 431 -3684 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 three (3) 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. [ 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, IQQRL Bill Rambo Permit Technician encl File: MI1 -058 W: \Permit Center \Correction Letters \2011\M11 -057 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS May 19, 2011 Jimmy Pandra D11 -128 and M11 -057 12201 TIB C /LI The Planning Division of DCD has reviewed the above permit application. The application is not ready for issuance. The following items need to be addressed before issuance of the building permit. 1. This building was subject to design review in 1998 (L98- 0021). The proposed screening is insufficient. Provide a narrative on why the proposed mechanical equipment is Located in the proposed location and why other less visible locations cannot be utilized. Landscaping is also preferred for landscaping, but the proposed location does not appear to offer any suitable areas for landscaping. If design issues cannot be resolved, the project may need to be subject to a minor modification to the approved design review application. WERMIT COORD COPS PLAN REVIEW /ROUSING SLIP ACTIVITY NUMBER: M11 -057 DATE: 08/03/11 PROJECT NAME: WOW TECHNOLOGIES SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTM ENTS: Building Division Public Works Fire Prevention Structural Vr �' DI02)I 6 ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete Comments: DUE DATE: 08/04/11 Not Applicable 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 Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/01/11 Approved Approved with Conditions 0 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 � HERMIT COORS COPYS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -057 PROJECT NAME: WOW TECHNOLOGIES SITE ADDRESS: 12201 TUKWILA INTENRATIONAL BL DATE: 05/05/11 x Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 5, BUilding`Divislon Public Works (ketA\ 1 hPrevention II Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 05/10/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 'X REVIEWER'S INITIALS: Structural Review Required n No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/07/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIngg- PW ❑ Staff Initials: Wit Documents routing slip.doc 2 -28 -02 oto City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: k'l1 Plan Check/Permit Number: M11-057 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITYRFAULA AUG 032011 PERMIT CENTER Project Name: Wow Technologies Project Address: 12201 Tukwila International Bl Contact Person: Jimmy Pandra Phone Number: 206 - 890 -8080 Summary of Revision: The response to Correction Letter #1 for building permit D11-128 received 06/23/2011 addressed all concerns for both. No additional paperwork and /or information required for this permit. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on V u \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanPci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: 4 I D S1 STATE OF WASHINGTON) ) ss. COUNTY OF KING Sfr 4L pa" -dam [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number . and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. (d 1 pqvt-c) fo■ Owner /Owner's Agent* Signed da sworn to before me this of 7\v1 V St— , 20 Y PUBLIC in and for the State of Washington Residing at �'r , County Name as commissioned: `2 lie -1,t/er /'e My commission expires: d-S-p1.9 - /Li 18,27.090 Exemptions. The regOtion provisions of this chapter do not apply 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; i2. Any person working on his or her own property, ether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under chapter 1;9 �84RCW tjaagtie�'"mploys a certified journeyman elect rici ,.a grhfied'r�s ;der tial specialty electrician, or an ele 'trainee ittgelliSg the requirements of ch$pter'9.28 "RCWto perfom plumbing work that is incideritally`,`�directly, and itrimediately appropriate to the 1i e-in -kind replacement o? a household appliance or other sftiallfiousehold`utilizatioii equipment that requires limited etti wei d ii ed waste and /or water connectifin rAr�`Ale � *nee must be supervised by a certified elect ,;f )i, whilee performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. GENERAL NOTES ARCH (INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. MODIATIO, RNONR OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, . THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER. OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. . 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE ITEMS, AND START AND SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION IT COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE DRAWINGS. LANDLORD WITH ONE SET OF RECORD AS BUILT DRAW 8 MATERIALS TO BE NEW UON. 1 .ALL MATER( • , SAS REQUIRED TO ACCOMPLISH NEW 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS WORK AND AS REQUIRED FOR FINISHED APPEARANCE.. Q RA CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, 20. GENERAL P BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT t 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES . AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. O 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ_ ADJUSTABLE MECH - MECHANICAL AFF ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - 'AUDIO .VISUAL N/A -NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER OFF - OFFICE CL - CENTER LINE OPNG - OPENING CLG - CEILING CLR CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED . DEMO - DEMOLITION PRIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA ' - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL DW - DISHWASHER RA _RETURN AIR RCP REFLECTED CEILING PLAN DWG = DRAWING REC - RECESSED EA - EACH REF - REFERENCE EL - ELEVATOR REFR - REFRIGERATOR ELEC = ELECTRICAL ELEV - ELEVATION REL - RELOCATE REV - REVISION O REVISED - EQUAL REV R REV E EQUIP - EQUIPMENT RM - ROOM - RO - ROUGH OPENING EXT EXTERIOR - RTD - RATED FA FIRE ALARM FD -FLOOR DRAIN SCHED - SCHEDULE FE -FIRE EXTINGUISHER SF - SQUARE FEET /FOOT j FIRE EXTINGUISHER CABINET - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED - STOR STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC -- GENERAL CONTRACTOR GL - GLASS TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD P - T HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB - - HR HOUR Np TYPICAL - INCLUDED OR INCLUDING - UNLESS OTHERWISE T D INCL INCLU E UON UNLE NOTED - INFO INFORMATION - UNINTERRUPTED POWER SUPPLY U - INSULATION UPS _ INS UL IN VCT VINYL COMPOSITION TILE LAV - LAVATORY LF - LINEAR FOOT VIF - VERIFY IN FIELD W -WITH - / MATL MATERIAL - WATER CLOSET MAX - MAXIMUM WC - MDF - MEDIUM DENSITY FIBERBOARD WD WOOD - W O WITHOUT / 1. PROJECT ADDRESS: WOWRACK EXPANSION 12201 TUKWILA INTERNATIONAL BLVD. #101 (EXTERIOR OF BUILDING) SEATTLE, WA 98168 2. APPLICABLE CODES & ORDINANCES: A EUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B .REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY ;I1B1DE - 2009 BLE &USABLE BUILDINGS AND / B LDINGS FACILITIES 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IA FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' (SERVER FARM AND OFFICE INFRASTRUCTURE ) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: N A / EXIT STAIR ENCLOSURES: N/A / CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 600 SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: UNOCCUPIED NUMBER OF EXITS REQUIRED: 1 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 6. PROJECT DESCRIPTION: CONSTRUCTION OF NEW SCREEN AND PAD FOR TENANT'S NEW CHILLER AND EMERGENCY GENERATOR. CHILLER AND GENERATOR REMOVES TEN PARKING SPACES AT THE EXTERIOR OF THE BUILDING TENANT: STRUCTRUAL ENGINEER: WOWRACK ENGINEERS NORTHWEST 12201 TUKWILA INTERNATIONAL BLVD. #101 6869 WOODLAWN AVE. N.E., # 205 SEATTLE, WA 98168 SEATTLE, WA. 98115 TEL: 206.890.8080 TEL: 206.973 -5427 FAX: 866.969.8878 FAX: 206.522.6698 ATTN: JIMMY PANDRA ATTN: JOEL KIPPLE GENERAL CONTRACTOR: ARCHITECT /DESIGNER: TBD OP 1326 FIFTH AVE., SUITE 500 PLUMBING ENGINEER. ELECTRICAL SEATTLE, WA 98101 ENGINEER, & FIRE /LIFE SAFEY ENGINEER: Tel: 206.587.7120 TBD - Bidder Design Build by G.C. Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI HVAC ENGINEER HUNT ENGINEERING SERVICES BUILDING MANAGER: 9560 MORON ROAD NE SABEY CORPORATION BAINBRIDGE IS., WA 98110 12201 TUKWILA INTERNATIONAL BLVD. Tel: 206.842.6947 SEATTLE, WA 98168 -5121 Fax: 206.842.6948 Tel: 206.281.4200 - Fax: 206.436.0920 PLUMBING, MECHANICAL, ELECTRICAL, ATTN: KEN STICKLEY LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. _EGA_ DESCIRIPT101\1 G PARCEL N O . INTERGATE WEST NEW LOT C COMMENCING AT A POINT ON THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 9 TOWNSHIP P 23 HOPI, RANGE 4 EAST, WILLAMETTE MERIOIAN, KING COUNTY, WASHINGTON THAT IS S 89'16'35' E 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE S 2413'53' E 567.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 66.35'01' E 120.47 FEET: THENCE N 202323 W 27.58 FEET THENCE N 65'32'34" E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT -OF WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH 5i: TO JCT. S.S.H. : N0. 1 -K APPROVED JULY 23, 195T THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24.27'26" E 200.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINEN 6512'34' - E 20.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24.27'26' E 126.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2805 .00 -FOOT RADIUS NON- TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 6512'34' w), THROUGH A CENTRAL ANGLE OF 0'12'18' A DISTANCE OF 10.03 FEET; THENCE S 6510'25' W 199.33 FEET; THENCE S 22.47'01" W 21.44 FEET; , " THENCE. s 63'3248 W 62.13 FEET; THENCE S 65.46'07" W 58.17 FEET; THENCE N 24.13'53' W 402.19 FEET THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 129,298 SQUARE FEET OF LAND MORE OR LESS, _ SEPARATE PERMIT , REQUIRrED F©{ : ©MOChanical iElectrical lug Plumbing Eli Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE APPROVED AUG 0 8 Z ' of T . iia BUILDIN VISION : S TREET MAP D (� \�� I A Y Y 1 N G INDEX rs'.. y ., *; z. • .. ; , i " .. �,;... f :::. r . 4.. =:•.. - ,.••. • .. i -: � �� •. �' . . , � � � �,: .Sr �rnyrr: 4f- t ,,..': ;.'. F;;+ r> ,: �' ,; , _: ,. , . ;:. _ ,. ' : '3 '. t; Fay, ,# � ,� , „ ;r }n �..; 1,�1i � �e '' � �tt`. : %, .; ... � >= `i�'�`, $'fi }':f'�/�°�N�'a',,�,'f ��is,�v�2M�1.ai�{`[tifi i�`t` j"tC'.�'�Il r „' t?3�..,s ,,� I� :: ;.:.; ;'..,'y <<.•<. ,.. .. r „Yr , ,... � �. � •- ;.•,.;;.'.;:�.:.,:,�•:;;: : ` \ DRAWING ISSUED Q Q .- � a oi C\; o {z s'tian, •• ... .. t. , fir.. �.> , r ° a • afn'� G , � 4-. RAL -. a .,.:.. : >•.:.::,; r, &. re 'it.. .. .,t,_.,...� t.- ,,,'-.,..'" ., oil '- } ,� �A ,. F :,<. >.,,,. ?......:'..,.: ... --.� , : :: s.,, Z :,:..:•. :: << ..r, . :,..., , ;. }; X X G.U.O . COVER SHEET PROJECT INFORMATION / .;; � ,. �,,,,;;,;,;,,, :,, .., r ,;, < , , ,., p:.. �:. . V.•.ys .: iC 4 \. .y. a, :f :: \' rG .. :� :`. 1. ::,.:f,... , ', c a a, . , ,t ;:: .:.:1- . :, A . > .:. +.. X X G.I,'.1 PROJECT NOTES X X G..).2 LAND USE - PARKING & PARTIAL SITE PLAN stietes: ,� X X G.0,3 EQUIPMENT DEVICE DIMENSION. PLAN a % ARCHITECTURAL / INTERIORS - _..T_�s,21k Pt X X A.9.1 ' BUILDING ELEVATION / PARTIAL ELEVATION / DETAIL ED , PLANNING APPROVED No chan eS Can be made.to these • from the lass without approval fr© p��d� Planning Division of DCD .. + 5 t" Approved By. ®�. Date: Ark " ' ,' ,, V ;. • °': $,miles ui pp N _ s _...__. STRUCTURAL DRAW1NIGS .. . .. ,: ;; '�`' ?,� x S1 GENERAL NOTES & PARTIAL PLAN " ::: ;..; �: � X S2 SECTIONS & DETAILS .� s . ��.. 4' $ t2Qnd 5M i N �. ' ' i. YP ::a ; . , s :. .. ,..' :. i _ DEFINITIONS AND DIMENSIONS SITE PLAN NOT A LEGAL SURVEY -- NTSL t I RAM A. DEFINITIONS; WOWRACK EXPANSION • Ar.. oloommomuo.t..... , 12101 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98168 Plan review approval is subject to errors and omissions. Approval of construction does not authorize violation of any the y Ind axle or ordinance. Receipt «,, 'frll,r: , of app Copy ami le owledged: By -AV ./ c� .. Jo( 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. "SIMILAR" 2. SIMILAR ,. OR SIM. INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR : SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. FACES OF MATERIALS IN STRAIGHT, INDICATES ACCURATELY PROVIDE FINISH F I GHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: I S M LJ 0 L S .i \� s * 1,, Itt. AAA / \ t / / AREA OF WORK `r BUILDING ELEVATION REFERENCE SYMBOL + + INDICATES FINISHED SURFACES TO ALIGN U DETAIL ID . DRAWING TITLE BAR DETAIL IDENTIFICATION 1425'-0" • 411-""-- ,,_ 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS - C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR .PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE. FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. L A.06.XX R DRAWING TITLE SHEET NO. GRAPHICAL SCALE D SECTION REFERENCE SYMBOL TITLE ^,.• - - - ,,- ,,.- �' �' �'� , :' 1`• ` ° ;� � "# ��w , i v £ ,4 ,+,.(f y ( , t g S i 1 S{ �tl t. 5 X i S 5 FikJ' t% } Sy 1 Y �, ° ` ` ` �` ,r ` w � ,� ' `� .' _____ �: ii . I -- • _ ___� - • a 0 • o,Q _ - . _ .__ _ ..._.. ...._ ..�.,_. ..... _. l---- - -_ -- -- - 1 - �• DTL i FLOOR ELEVATION SYMBOLS � �r d tilfi� � 1 I • 4 �� rti�t � } xl`, e t ,ii ?,it:gj i °a.�ty`!� s� • ,,S *.:` X t4 .Y e.i t „�y 5 d.}f: ,.{ ..! d4 t Y.' .?4 r«*,. -=-.. � ��s, :,�, s , � �� i� �x� t •C �� %I S; t, t.§ I - '� • . . , . ., ", G .5 $+'... Y..M fit.,,.. €,�a,, _ ■ ii� --"+ �r�'^ri`:µ $ . #• r .}.'. � � bg` FYS.:'. � SHT - � " �_ " - NOMINAL FLOOR L.., ,. z, __ .. t....ct'1i ,:ti p by .�,..V4 w. «__ 1 �,-.._ �� .w�,„ : .,_ �" .,. v� 1.* ,} t� b'k A ! ,f .ter -r 7.-z 4b t, 8> i4 f d F ,� '• ■. •• t +, �.. ' - �..._ NCE SYMBOL � .�- ELEVATION DETAIL REFERE L HEIGHT (ABOVE /BELOW) DTL BUILDING SPACE ROOM ID �: � ..�rr:n' '''gyp,■ , °--_ ) - ,,r>> w.. r'1 li I `• r _..._- --- ._..._..._ - -•- - -• I ,�� r , , ��s �� , � 5 r�u r i >�"y 5 ' i it ` , r ,r x xK t•r {, I . :I ,r.± 5.a {l !,.....) ' $ S wtS tf 17 N!'Sw 4 Y .. - r■■■■ri -``- li ■C C►'►' I-'� ■�� I n _- �- • ' , I - s SHT OFFICE --0- SPACE NAME `---_ �y..o COLUMN AND OR GRID LINE SYMBOL 1127 --4-- SPACE NUMBER `'1- If - - TUKWILA INTERNATIONAL BLVD. --• , , , DIMUNNON L(O 20' - 0" E 0 DOOR SYMBOL a °o -_' PP to3' -0 ----------- _ - `'- ' -- -�-- esa• -o' REVISIONS - - - AA 1 I ,0 Gl ....„A - �� L. ANGLE AT Q CENTERLINE 0 DOCUMENT SHEET SYMBOL X; -+2- KEYED SHEET NOTES G1 -�-- GLAZING SYMBOL � / l \ -•v-- REVISION NUMBER NO changes shall be made± to the �c�pe of work wfithout prier ap}� ~ovE.i �f Tukwila Buildincg Division hlQTL: Rwisi r� 1 , 1(! r� Jule Tt it ^ >y r 't�� 4 f _.n • . -m ... I and may include additional plan r:-.,,c....! iz•- •-”J Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design I interiors Q► architecture 1326 Fifth Avenue Suite 500 . Scuttle . WA 98101 TEL: 206.567.7120 FAX:206, 597.7122 All reproduction & intellectual property rights reserved c 2011 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal REGISTERED -CT No. Issue Description Date REVIEW SET 04.18.11 PERMIT SET 04.29.11 RBCEIV� CITYOFTU W MAY o5zo11 PERMIT CENTER Drawn by: MK Project No: 11.SB 16.01 Reviewed by: • KK COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.O.O PROJECT NOTES 08710 - FINISH HARDWARE 09650 - RESILIENT FLOORING 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, Toms, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUAUTY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS . 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3, ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH • BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBIUTY REQUIREMENTS. HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBUES • 6. ALL . 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT • SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING' ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13, THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL 11305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PIROVIDE RUBBER-REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 1 2. NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE --- 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PEFROW frm SPECIFICATION UON - - SPECIFICATION, • CODE COMPLIANCE 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. APPROVED 09680 - CARPET AUG 0 8 2011 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REF'AIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE-ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 1 6000 - ELECTRICAL AND TELECOMMUNICATIONS 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. • REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAIUNG OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL COMMONS 01010 SUMMARY OF WORK 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. • EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. • ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18 AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. FAULT LI ALLTL INETLEERCTRRuIpCTAELD OUTLETS WITHIN WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE • ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. LE FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION COORD COORDINATE EO OF TENANT'S WITH FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. City of Tukwila BUILDING DIVISI 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE R 0 1 - • • - SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4• PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. " 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH-IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA • CABLES, OFFICE FURNITURE, EQUIPMENT AND MOE3ILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF' ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS • SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE • OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DBUOLU-7-60E-WQRK 02050 - DEMOLITION 1. UNLESS OTHERWISE NOTED, PRIME ALL GWEI WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL UONI. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (Aws) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN. VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME- 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAW ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DIVISION XI) - FURNISHINGS i m 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/ 4 TEMPERED SAFETY GLAZING, UON. ,_ 2 CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. . 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GZING LASUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPUANCE WITH THE STANDARD, THEY SHALL • BRING DISCREPANCIES To THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. OMSION IX - 9NISHES 11. THE CONTRACTOR Is To COORDINATE WITH THE TENANTS SUPPLIED FURNITURE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, MOUNTED REQUIREMENTS * 12 WR.HTHMEATCEORNIATLRATCOTOMR IS TO MEET CURRENT FLAME EXISTING INSGPRABEADANDROEGNUELAD REGULATIONS. DRILL LOATIOCATIOTNOSBAENDPRFEIPLALRAES REQUIRED D RTORECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS-BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION E3E1WEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMIITED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING . 09250 GYPSUM DRYWALL AND METAL STUDS 1 ' INCLUDE NECESSARY MATERIALS LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS ' 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE • BUILDING STRUCTURE, UON. • 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. • 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X° UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE •OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI-EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE-RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE-RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. .12599_=_WIND2LTEEEMEHE 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO UKE-NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS • UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI- BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DDLISEUL:-AffsGiatiCeL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO • ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE-NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE • BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. OMSION VI - ARCHITECTURAL CARPENIBY AND MORI( 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FTITINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, VENDING MACHINES WATER COFFEE MAKER REFRIGERATOR, , , , AIR CONDITIONING UNIT(S) HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 5. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CON1RACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING, 15500 - FIRE PROTECTION 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN ALL SWITCHES SHALL BE pvi . ' OUNTED AT A MAXIMUM HEIGHT OF 48 A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITOI:IING WFIE4 -DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. , • 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING-HEIGHT PARTMONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DA.ESICGINRCBt JUITIILNDG EALNEDCTWRIICRALINGEONGFINLEIGEHRTINGFInDRAURWEISN,GSANIDNDSICWAITTCEH: Es. • B. LIFE sAFEry EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE-CIRCUIT AND RE-SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AASNDNOECPEESNSA0R4cTOE SFWarrigHESSEPASARANTEEETDEENDANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT ' 1 OVIDE ALTER OR V ALL E ER 3. PROVIDE, VERIFY EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. , 14. EXIT SIGNS SHALL HAVE UL #924. 1 1 , t"5 7 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12 -0". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR • SHALL MATCH CONDITIONS AND • MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., • AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P- LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD LOCAL REGULATIONS AND , ORDINANCES. • 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS • AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE-TYPE HANDLE AND FLEXIBLE DISCHARGE • HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM CR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. IAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. • 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 08210 - WOOD DOORS 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND 13ATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEIUNG GRID, UON. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE-MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. • 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. • 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING Tenant: WOVVRACK INTERGATE WEST 12201 TUKVVILA INT'L BLVD SEATTLE, WA 98168 • A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 burgess design j interiors O.arehitecture 1328 Firth Avenge 8008 8190 . 98008 . WA 98101 Tfl.: 208.887.7120 FAX:;06. 507.7122 All reproduction & intellectual property. rights reserved c 2011 Professional seal 7196 REGISTERED ARCHITECT P G. KOLODZIEJSKI ATE OF WASHINGTON No. Issue Description Date REVIEW SET 04.18.11 PERMIT SET 04.29.11 RAEI 2011 CE0IV560 . ellY OF TUKvvILA • M PERMIT CENTER Drawn by: MK Project No: 11.5816.01 Reviewed by: KK PROJECT NOTES Original drawing is 24- x 36. Scale entities accordingly if reduced GO1 III • +•', + 1:I�;.:1.•ee•. •r'•p•t ...,'.. .. ••Y +4' :r + ^; . ^.'R ' , , .. '•'' .•��frA�'. i •': `.S t•' R' i 'S ' ' •: 1l .4•4 a+: •.. fi,. • � 3.•:Y '.' .'...,-..1.;:': j4*. . .4 . .. . _+ '•1: In .,• .4'...2, ..,: ,.: :,., 4.. • ,. FOR STRUCTURAL PENETRATIONS IN . THE BUILDING OR ON THE BALCONY SEE S.2 TYP. / CDC —NEW CONCRETE GENERATOR PLAN FOR CONNECTIONS OF EQUIPMENT PLANK FLOOR ASSEMBLY SEE S.1 & S.2 FOR ALL INFORMATION . ON CHILLER AND OTHER EQUIPMENT SEE HUNT ENGINEERING DRAWINGS DATED 03/24/2011 NEW CHAIN LINK FENCE —NEW CONCRETE CHILLER SUPPORT PAD(S) 40) SIM. 4- Irnmumumummumumumfimumumumnrumiimumumilmn..12.: =%79.11 11 11 11 11 11.11111U11 EXISTING GUARD RAIL EXISTING RETAINING WALL NEW SCREENING —REFER TO G.0.3 & A.9.1 REP EVVED FOR CODE COMPLIANCE A PPR3VED AUG 08 2011 City of Tukwila BUILDING DIVISION \\\\\\\\\\\\\\\ EQUIPMENT PARTIAL SITE PLAN 8' 16' 24' 1/8" = 1'- 0" PARKING CALCULATIONS SUITE # /NAME SQUARE FOOTAGE OCCUPANCY TYPE REQUIRED # OF STALLS SUITE 100 /MZIMA 16,236 SQFT. B —OFFICE 51 SUITE 210/VOLT 3,920 SQFT. B— OFFICE 12 SUITE 220/VACANT 1,353 SQFT. B— OFFICE SUITE 230 /KOREAN AIRLINES 1,439 SQFT. B— OFFICE SUITE 240 /FORTRESS OFFICE 1,948 SQFT. B— OFFICE SUITE 250 /MZIMA, DATA SPACE. 6,321 SQFT. B —OFFICE (ASSUME WORST CASE) 21 SUITE 300 /MED, DATA SPACE 14,384 SQFT. B —OFFICE •• (ASSUME WORST CASE 45 SUITE 410 /DIGITAL FOREST, DATA SPACE 6,321 SQFT. B —OFFICE (ASSUME. WORST CASE) 21 SUITE 420 /DIGITAL FOREST 4,327 SQFT. B -OFFICE 15 TOTAL # OF EXISTING PARKING STALLS 757 TOTAL # OF REQUIRED PARKING STALLS 183 TOTAL # OF REMOVED PARKING STALLS 10 NOTE: WITH THE ADDITION OF THE NEW CHILLER & THE GENERATOR, TEN PARKING STALLS WILL BE LOST. IN THE CALCULATIONS PROVIDED ABOVE, THERE ARE STILL BE ENOUGH PARKING STALLS PROVIDED TO MEET CODE REQUIREMENTS. PARKING , STALL COUNT PROVIDED TO BURGESS DESIGN BY SABEY RECORDS — SEE ATTACHED SHEET. PARKING STANDARDS PER FIGURE 18 -7 TUKWILA CODE. ALL COUNTS VERIFIED UNDER DIDGEAL FOREST PERMIT #D10 -057 NOISE CALCULATIONS GENERATOR IS FOR EMERGENCY USE & RUNS REGULARLY FOR TESTING ONLY. PROVIDE NFPA PLACARD FOR DIESEL FUEL ON GENERATOR COVER. SCREENING NOTES ALL CONCRETE SHALL HAVE MINIMUM SLOPE FOR POSITIVE WATER DRAINAGE FROM EQUIPMENT TO EXISTING DRAINAGE. ALL CONCRETE SHALL HAVE BRCOM FINISH. FOR OTHER INFORMATION SEE STRUCTURAL DRAWINGS. ALL METAL ASSEMBLIES MADE OF TUBE STEEL OR LOUVER SHALL BE PAINTED WITH EXTERIOR PAINT SW 2064 OUTERBANKS TAN. THIS COLOR WILL MATCH EXISTING SCREENING. ALL CHAINUNK FENCE WILL MATCH EXmNG CONDmONS. CHAINUNK TO HAVE PLASTIC SLATES. COLOR AS CLOSE TO BUILDING STANDARD COLOR ABOVE AS POSSIBLE. TENANT HAS SPECIFICATIONS AND BID ON LOUVER MATERIAL KEYED SHEET NOTES DEVICES NOT NOTED ARE TO BE CONSIDERED EXISTING O1 NEW FOR ALL NEW CONCRETE INFORMATION REFER TO E.N.W. STRUCTURAL. PLANS. 2O REMOVE EXISTING GENERATOR CONDUITS. EXISTING CONDUIT TO BE REUSED AS REQUIRED FOR INSTALLATION OF NEW GENERATOR. O EXISTING INGROUND ACCESS PANELS TO REMAIN. ALL NEW CONCRETE SLAB WORK TO OCCUR NO CLOSER THAN 48" FROM ACCESS PANELS, OR DISTANCE APPROVED BY MEP CONTRACTOR AND ARCHITECT. O REMOVE EXISTING PARKING CURBS. 4.::;' NEW BOLLARDS —SEE G•0.3 & J /A.9.1 FOR ADDmONAL INFORMATION. 4:::. NEW CHAIN LINK FENCE WITH DOOR AND INTEGRATED SLATES. HEIGHT OF FENCE TO MATCH HEIGHT OF NEW CHILLER ENCLOSURE. 0. PROVIDE METAL STAIRS AS REQUIRED FOR ACCESS TO GENERATOR. FINAL DIMENSIONAL REQUIREMENTS OF STAIRS TO BE COORDINATED Wm I ELECTRICAL VENDOR. (NOT SHOWN) O PIPING AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR. CHILLER LOOP PIPING SHALL BE RUN THROUGH SIDE OF BALCONY, SEE S.2 FOR PENETRATION DETAILS. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 11 Ell GENERATOR: KOHLER #IFZ000769 GENERATOR FUEL TANK: KOHLER #1400 -14396 2000 GALLONS DOUBLE WALL TANK GENERATOR ENCLOSURE: KOHLER CO. SOUND ENCLOSURE LEVEL I EXTERNAL SILENCER W /SUB BASE OPTION —PACKAGE # 1400- 14396, TANK #1119- 14233, 2000 GALLONS CHILLER: AQUASNAP 30RB090, 100 AIR COOLED CHILLER F5-1 FUTURE CHILLER AND PAD PROVIDE ALL REQUIRED SAFETY FEATURES ON GENERATOR. SEE 3 -30 -11 INFORMATION SHEETS FROM GENERATOR SUPPLIER PROVIDED UNDER SEPERATE COVER AND IN 8.5'x11" FORMATT WITH SUBMISSION. M(l�S7 Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INTL BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 1 burgess design I interiors ® architecture 1328 fifth Avenue Suite 500. Sc the . WA 98101 TEL: 208.587.7120 FAx208. 587.7122 M reproduction & intellectual property rights reserved c 2011 Professional seal No. Issue Description Date REVIEW SET 04.18.11 PERMIT SET 04.29.11 RECEIVM- CITY OFTUKWILA MAY 0 5 2011 PERMIT CENTER Drawn by: MK Project No: 11.SB16.01 Reviewed by: KK LAND USE - PARKING & PARTIAL SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 1 FOR ALL INFORMATION ON CHILLER AND OTHER EQUIPMENT SEE HUNT ENGINEERING DRAWINGS DATED 03/24/2011 RE-7 EWED FOR CODE COMPLIANCE APPROVED AUG 08 2011 City of Tukwila BUILOING DIVISION I r 11 r 11 r llrllrllrp r llrllrll r11r 11 SI1 r11 r11 r 11r11 r 11 r11 llrllrllr11r11 r11r11r11r11r11rilrit_ . 7lrllrllr110011r11r11r11r 1rllrl GENERATOR PARTIAL SITE PLAN ►, 8' 16' (24' 1/8" 1 0" KEYED SHEET NOTES O1 PROVIDE MINIMUM 48" CLEAR SPACE FOR CHILLER & GENERATOR MAINTENANCE ACCESS AREA. ALIGN THIS PORTION OF CIIAINLINK FENCE WITH EXTENT OF MAINTENANCE AREA. O NEW 3' -0" X 7' -0" CHAINKUNK FENCE GATE WITH PADLOCK HARDWARE. GATE TO BE CENTERED BETWEEN CHILLERS. VERIFY LOCATION WITH TENANT. O PROVIDE MINIMUM OF 24" BETWEEN EXTENT OF EQUIPMENT AND EDGE OF NEW CONCRETE PAD. SEE E.N.W. STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. 4::;' HATCH SHOWS EXTENT OF 4' -0" CLEARANCE NEEDED FOR ACCESS. EQUIPMENT LIST : -SEE G.0.2 FOR ADDITIONAL INFORMATION 11 0 GENERATOR• GENERATOR FUEL TANK GENERATOR ENCLOSURE CHILLER FUTURE CHILLER AND PAD GENERAL NOTES ALL MECHANICAL, ELECTRICAL AND PLUMBING CORES SHALL BE PERFORMED AS DESCRIBED ON THE STRUCTURAL SHEETS . FIRST FLOOR HAS EXTRUDED CONCRETE PLANK STRUCTURAL SYSTEM WHICH WILL REQUIRE X —RAY REVIEW BEFORE CORE DRILLS. 2. VERIFY ALL CORE, CUTS AND PLACEMENT OF EQUIPMENT AND PIPING WITH FINAL MECHANICAL PLANS. 3. SEE NOTES ON STRUCTURAL DRAWINGS. 4. CONCRETE SLABS SHALL HAVE MINIMUM SLOPE FOR POSITIVE DRAINAGE. G.C. TO RESOLVE GRADE CHANGES IN FIELD. 5. SCREEN ASSEMBLY SHALL BE LEVEL AT TOP AND ANY GRADE CHANGES SHALL BE RESOLVED AT BOTTOM OF ASSEMBLY. 6. BROOM FINISH CONCRETE. Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design 'interiors ® architecture 1328 Fifth Avtnue Suite 500: Se ttle. WA 98101 TEL: 208.587.7120 FAX:208, 587.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal No. Issue Description Date REVIEW SET 04.18.11 PERMIT SET 04.29.11 RECEI GITYOfTU LA MAY 0 5 2011 PERMIT CENTER Drawn by: MK Reviewed by: KK Project No: 1 1.SB 16.01 DIMENSION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if. reduced G.0.3 - - - - -. ■■■.■■ MUM aaaa NM= 1111111111111111 NEM= EXISTING 5 STORY BUILDING OUTUNE OF GENERATOR IS SHOWN FOR REFERENCE ONLY, GENERATOR IS APPROX. ±49' BEYOND NEW SCREEN 11111111 11111111111 MUM 11911 CAI ME CO 113111 EN /1111 i 11111. 111111 X11111111111111111 111NIIIIIIII111111111111 A' EAST ELEVATION EXISTING 5 STORY BUILDING (2) 8" CHILLER LOOP PIPES —PAINT TO MATCH PROVIDE 1" SPACE BETWEEN LOUVERS AND STRUCTURE (BOTH HORIZONTAL & VERTICAL) NEW CHILLER SCREEN NEW CHILLER LOCATED BEHIND SCREEN SHOWN FOR REFERENCE PAINT SCREEN TO MATCH EXISTING CONDMONS ALREADY ON SITE (TYP INSIDE DIMENSION) EXISTING CONCRETE RETAINING WALL r- EXISTING RAILING i�liiAwl11711 II NI Mw Mw A2A wi I• AIAI MBA wI NM it M tat8 rr 8[A r : ii ii 81 ' ri 1� IIM 51. i ifX i'i f N lf i i w A YrM � rr II� A A: � tl -r 1111 Aw it m N it I iso la Ili iiiAAw�iAwytiii�18i �ti`i�� irwlit�yUgArAtir"'��ijN� -rrrAa�'"rr��i�ii�wri� wlrf�w�tir� Ill �iA �t�altr�� n'J' .�!. n ti• rf iYl ■ wi lil i r1 ■ ril I/A Ar AYI >•i lui ililft r Aw ri i M W WI IiW Iri r ii ew IrY rt r 8y �wr iii Aw NA 1.111i'�O Ell MI —fig — . --__--- --_- -_ r------------®------------------ --------- - - - - -- - - - -_ IIMMINIMIIIMIIIIIIMIIIIIMMIEMEAREINE IMIIIIIIIIIMMIIIIIIIIIMIMIIIMIMIIMINIIIIIIIIMIIIMIMIIMIMIMIIIIIIIIIIMIMIEINIMIIIIIMMMIIIIMIIIIIIIIIIMIMI NIIIMIIIHMIIIIIIIIMIIIMIIIIIMMMIIIIIIIMIMIIIMIEIIIIIIIIMMIIIIINIMHIIIMIIMMMIMIIIIIEIIMIIIOIMIIIIMIIMIIIIIMIMIIIIIIIMII --- - - - --- — e -- - -- - ®�- ""''" NPRIIIINIMINIMMEIMEMINIEMOM ■__--- 5- _— ®-- _--------------- 5-- - - - - -- _ - -- - ��"""'""" ��■�'�"""'"'" PROVIDE 4" SPACE BETWEEN EXISTING DECORATIVE ..... REFER TO ENGINEERS LOWER SCREEN HORIZONTAL PARTIAL EAST ELEVATION 1 /4 " =1'_0" ROUNDED CONC. CAP NATURAL FINISH 6" DIA. STL. PIPE COL. (GALV.) FILLED W/ CONC. MOUND CONC 1" 1 2" DIA. PVC SLEEVE ASHPHALT 0/ SUB —BASE MATCH EXISTING CONDITIONS• PARKING LOT BOLLARD DETAIL 0" 4" 8" 12" 3/4" = 1' -0" CONCRETE PAD AND BOTTOM OF NORTHWEST DRAWINGS FOR STRUCTURE SUPPORT STRUCTURAL INFORMATION REVIEWED FOR CODE COMPLIANCE ROVED AUG 0 8 2011 City BUILDING of Tukwila DIVISION Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INTL. BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design 1 interiors 0 architecture 1328 Fifth Avenue Suite 500. k tilt . WA 98101 TEL: 206.557.7120 FAX:206. 507.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 KIP G. KOLODZIEJSKI TATE QF WASKINGRON 1111 051=7 No. Issue Description Date REVIEW SET 04.18.11 PERMIT SET 04.29.11 RECEIVED CITY OF TU LA MAY 052011 .ENTER Drawn by: MK Project No: 11.SB16.01 Reviewed by: KK ELEVATIONS/ DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE ASTM'S NOTED. ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey.Intergate West, Building B Wowrack Outdoor Equipment, Tukwila, DESIGN CODE AND STANDARDS Applicable Code (Edition /Name)..- 2009 International DESIGN. LOADS a. Seismic. b. Wind. Load c. Load Combinations WA Building Code (IBC) Ss = 1.496 Si = 0.516 Ip = 1.5, Site Class, "D "\and Seismic Design Category .= "D ". SOS = 1.000 Basic wind speed (3 sec. gust) Exposure C All Code required load combinations are to be the building design. = 85 (mph)- used in OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS 0 FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE. GENERAL CONTRACTOR S MEANS AND METHODS. THE GENERAL.: CONTRACTOR SHALL INFORM ENW OF ANY MAY MODIFIED FOR COMPLIANCE PRIOR TO NONCOMPLIANCE SO THE. DRAWINGS Y BE DI,I CONSTRUCTION. .THE, GENERAL CONTRACTOR, IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION H� FOUNDATION •WAS DESIGNED WITH AN ASSUMED SOIL BEARING CAPACITY OF 1500 PSF, THE WITH A 1/3 ALLOWABLE INCREASE. FOR SHORT TERM WIND OR SEISMIC. SOILS ASSUMED TO BE ADEQUATE FOR SHALLOW SPREAD FOOTING FOUNDATIONS, WITH MINIMAL POTENTIAL FOR SETTLEMENT OR LIQUEFACTION. SEISMIC SITE CLASS D ASSUMED. BEAR ALL F00TINGS AND SLABS ON PREPARED NATIVE SOILS OR ON FILL COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557. .AST- IN'IPLACE 'CONCRETE C F'c = 4000 PSI FOR ALL CAST - IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD. EXPERIENCE AND /OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF T A CODE NC WITH CI N ACCORDANCE W ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE I E MIX WITH 4 " A DENSE WORKABLE I 318.; PROPORTION AGGREGATE TO CEMENT TO PRODUCE DES WORKABL MAXIMUM SLUMP ;WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE. ATR. _SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR WATER. CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER- A TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CEMENT RATIO 0 D E CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY. WITHOUT INCREASING- WATER- CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. ANCHORS CONCRETE AND MASONRlf ANC 0 (BOLTS lI�l THREADED RODS AND REBAR DRILLED IN EXPANSION ANCHORS - CONCRETE AND CONCRETE MASONRY - HILTI KWIK BOLT TZ PER ESR -1917 IN CONCRETE. HILTI KWIK BOLT 3 PER ESR -1385 IN MASONRY,, ADHESIVE ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI RE -500 PER ESR -2322 FOR CONCRETE. HILTI HY150 MAX. PER ER 1967 FOR MASONRY. SCREW ANCHORS CONCRETE AND CONCRETE MASONRY 'HILTI KWIK CON II PER ER 5259 CAST -IN -PLACE BOLTS, - (UNLESS NOTED OTHERWISE) CONCRETE - EMBED PER IBC TABLE 1911.2 MASONRY EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 - BOLT AND MASONRY. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE S NOTED OR REQUIRED BY ER(S) REPORT REINFORCING STEEL. USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy =60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER TABLE IN TYPICAL. DETAIL SHEET, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT, DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES "'. WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS'. COVER TO REINFORCEMENT: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.... 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER..... ..... NOT SEXPOSED TOSWEATHER OR IN; CONTACT WITH GROUND OISTS ......................14 AND LARGER.......1 -1/2 #11 AND SMALLER.. ..3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS... STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI OTHER SHAPES & PLATES ASTM A 36 (Fy_36,000 PSI TUBE SHAPES ASTM A 500, GRADE B Fy_46,000 PSI) PSI PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B Fy -35 000 ) WELDHEAD STUDS ASTM A 108 Fy =50,000 PSI ANCHOR BOLTS ASTM F 1.554, GRADE 36 Fy =36,000 PSI HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT •ASTM C 1107 ALL. STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS -. BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON- SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE STEEL ".;WELDS NOT SPECIFIED SHALL BE .1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED, WELDHEAD STUDS`(WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY. MANUFACTURER.` COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION, STANDARD.'` DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS D ESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND. ECCENTRIC LOAD. DOWELS) INCH OF GROUT BETWEEN SPECIAL INSPECTION AS ...#6 AND LARGER..........2 #5 AND SMALLER.....1 -1/2 • :1 -1/2 UNISTRUT UNISTRUT SHAPES, FITTINGS, NUTS, AND BOLTS ARE PER LATEST EDITION OF UNISTRUT GENERAL ENGINEERING CATALOG. ALL UNISTRUT FRAMING AND CONNECTIONS TO BE INSTALLED AS SHOWN ON DRAWINGS. ALL HOLE PATTERN STYLES FOR FRAMING MEMBERS SHALL BE AS SPECIFIED ON DRAWING, WITH ORIENTATION AS SHOWN. ALL NUTS, BOLTS AND HARDWARE SHALL. BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, WITH TORQUE AS SPECIFIED IN LATEST EDITION OF UNISTRUT CATALOG. ALL FITTINGS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, WITH ORIENTATION AS SHOWN ON DRAWINGS. FITTINGS, HARDWARE, AND FRAMING FINISH SHALL BE EITHER STAINLESS STEEL OR HOT - DIPPED GALVANIZED` FOR EXTERIOR OR' CORROSIVE .ENVIRONMENT APPLICATIONS. FINISH FOR INTERIOR APPLICATIONS SHALL BE PERMA -GREEN II, UNLESS NOTED. OTHERWISE BY ARCHITECT. SUBSTITUTION OF OTHER STRUT SYSTEMS IS NOT PERMITTED WITHOUT REVIEW AND WRITTEN APPROVAL BY ENW. SPECIAL .CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS, IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS,' AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL. FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF OF THE P $SEONA SERVICES PROVIDED UNDER THIS AGREEMENT. DEFENSE ARISING OUT 0 THE ROFESS L 4 ABBREVIAT10111S ARCH, B. OR BOT. BTWN. BLDG; C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. A. E EL. OR ELEV. E.N.W. R ENW W E.F. E.W. F.O.C. .. F.O.P. F.O.S.. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. ARCHITECT M.A.S. BOTTOM M.B.S. = BETWEEN N.F. N N.T.S. BUILDING CAST IN PLACE O.F. CLEAR OPNG. CENTER O.T.O. = CONCRETE PNL. CONTINUOUS REINF. CONTRACTOR R.O. = DIAMETER SW =ECH SIM. A VAT N SYMM. -.ELE ELEVATION ENGINEERS NORTHWEST T T. ENGI WE EACH FACE T.O.F. EACH WAY T.S. = FACE OF CONCRETE TYP. FACE OF PLYWOOD - U.N.O. FACE OF STUD ' AC FACE OF. :WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION INSIDE FACE V.O.F. INCLUDING KWIK BOLT W/ = LONG LEG HORIZONTAL LONG LEG VERTICAL MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER NEAR FACE NOT TO SCALE = OUTSIDE FACE OPENING = OUT TO OUT _ PANEL = REINFORCING = ROUGH OPENING = SHEARWALL RWALL SIMILAR = SYMMETRICAL E C L TOP = TOP OF FOOTING TUBE STEEL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL VERTICAL INSIDE =.VERTICAL OUTSIDE FACE WITH NEW 6155# MAX. GENERATOR (BY OTHERS) STAIR (BY OTHERS) it ',�I►' 'I / � h r *Sittit#144/M‘:46frt: �V 0 • W .a a V1 00 (— JIEWED FOR CODE COMPLIANCE PPROVED AUG 0 8 2011 City of Tukwila BUILOi ?4G DIVISION B— 6" THICK CONCRETE PAD OVER , COMPACTED SUB BASE w/ #4'0.`. 16"oc EA. WAY 0 MID DEPTH OF SLAB 6" THICK CONCRETE PAD OVER COMPACTED SUB BASE w/ #4 0 1.6 "oc EA. WAY 0 MID DEPTH OF SLAB NEW MECH. SCREEN (SEE SECTION C-2)- NEW WATER PIPES BY OTHERS, SEE TYP. DETAILS- ON SHEET S2 L V 1' V P 4 1V 1 h 1 0 C, 1 '' 4_ 1 V 1 © FUTURE CHILLER T.B.D. !� 4 1 p d • 4 ' 1 V' V d_ wiwriv•i■ P*********** **********4 4***********4 ht. att. ta 1= ' d • 4 1 V , '1 P 41 NEW 6155# MAX CHILLER BY OTHERS - 4 1 .V n 4 1 d' 4 s Y 4�_ 1 4 1 P ,� ,V 1V 1�© ` 1'. P 4 ✓7 1' --4 "' THICKEN EDGE TYP. -2 1' -6" THICKEN EDGE TYP,, U.N.O. IMMUNISE INNEN 1111111111111111 OUTDOOR EQUIPMENT LAYOUT 1.V NT "� 1'-O" VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTIONS. NOTIFY E.N.W. IF . EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS PRIOR TO CONSTRUCTION. 2.) CONTR. TO VERIFY M/U WEIGHT AND LOCATION. 3.) FOR DIMENSIONS SEE G,0.3 OF ARCHITECTURAL DRAWINGS. MMUS MUM NUNN EXIST. CONCRETE RETAINING WALL w/ BLOCK FASCADE Tenant: WQWRACK. INTERGATE WEST 12201 TUKWILA:INT'L.BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 NI reproduction intellectual property reserved o 2011 & P Per4y rights roe WSTRUCTURAL ENGINEERS Engineers Northwest. Inc.., P.S. 8869 Woodlawn Ave. NE, #205 Seattle, Wa. 98115 Ph: (206)525-7560, Pax: (208)522 -6698 www.engineeranw.com Professional seal No. Issue Description REVIEW SET 04.18.11 PERMIT SET 05.02.11 CITY MAY 0 5 2011 PERMIT CENTER Drawn by: N.K. Project No; 09045008. Reviewed by: J.K. GENERAL NOTES Sc PARTIAL PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced. HORIZ. ALUMINUM LOUVER SCREEN w/ ATTACHMENT TO STEEL, POST BY OTHERS Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 CURB LEG , & CURB BY OTHERS CHILLER PAD PER PLAN a THREADED ROD 0 EA. MOUNTING BRACKET (4 TOTAL) EMBED w/ HILTI RE- 500 EPDXY & PROVIDE WASHER IF REQ'D "o THREADED ROD 0 A. LEG (12 TOTAL) EMBED w/ HILTI -RE -500 EPDXY GENERATOR PAD PER PLAN H.S.S. 4x2x 1'- 0 "x1' -0 "4" BASE R w/ 4- I '" Wx0' -6" KB 17 A. BOLTS 0 9 "GA CHILLER PAD PER PLAN A Site Improvement for: SABEY CORPORATION. 12201 TUKWILA INT'L BLVD FOURTH. FLOOR SEATTLE, WA 98168 -5121 EXIST. C.I.P. CONCRETE RETAINING WALL 6' -0" MAX. T. NEW .OPENING " CLR. TYP. 2— NEW 8 "o MAX. CHILLER WATER PIPES BY OTHERS, CENTERED IN PANEL OPENING 2-- NEW 8 "0 MAX. CHILLED WATER PIPES BY OTHERS w/ UNISTRUT PIPE CLAMPS TO BEAM SUPPORT STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 6869 Woodlawn Ave, N,E., #205 Seattle, Wa. 98115 Ph: (206)525 -7580, Fax: (206)522 -6698 www.engineenanw.com NEW UNISTRUT P1001 C BEAM SUPPORTS 0 12' —O "oc MAX.. (MECH. TO VERIFY SPACING) EDGE OF PANEL OPENING UNISTRUT P20725Q POST BASE EA. SIDE w/ 4— "W EXPANSION ANCHORS TYP, NEW 1' -7" W. ` x 0' -10" H. SAW CUT PANEL OPENING DO NQT OVER`CUT 4'--O" TYP. EXIST B" HOLLOW CORE PLANK FLOOR w/ 4" CONCRETE TOPPER SLAB EXIST. 8" HOLLOW CORE PLANK FLOOR w/ 4" CONCRETE TOPPING SLAB NEW 5 "0 . MAX. FLOOR PENETRATION CENTERED BETWEEN EXIST. PLANK TENDONS 0 12" o/c MIN. (MAX OF 3 PENETRATIONS EVERY 4' -0 ") No, Issue Description REVIEW SET 04.18.11 EXIST. PLANK TENDONS LOCATE VIA X -RAY PRIOR TO DRILLING Original drawing is 24" x 36 ". Scale entities accordingly if reduced (.1 MEC A ► � AL SPECIFICATION General 1. All work to conform to nrfational Mechanical code,400eaniform Plumbing Code, City of Tukwila Building Codes, an.m/-77.= w Washington State Energy Code. 2. Take out and fo r all p and f e es r equ it ed T his also includes completion of required cover sheets and WSEC forms. 3. , Use sufficient journeyman workmen and competent supervisors su pervisors in the execution of this work to ensure proper and adequate installation throughout. 4. Cuttin 9 9 , Patching ,`and Demolition a. Do all cu in i_ tt g, patching and demolition required to install materials and systems specified and show on the drawings. b. Cutting shall be done I i g o e n a neat and workman like manner limiting scope to only that which is necessarry y to accomplish the new work. Remove all cut material from site. Patch to match existing. c. Do no cutting or drilling of structural members or slabs without permission of the Owner. d. Take precautions to protect building, contents and occupants and repair to like -new condition or replace if directed, all damage to building and their contents. 5. The Contractor shall visit site prior to submitting a bid and note all conditions affecting his work. No extras will be allowed for coordination or relocation of existing conditions not shown on the drawings. 6. Provide all racks, stands and supports for mechanical equipment and ductwork as required. Supports for piping shall isolate pipe from support. 7.: The drawing re ll g s a generally diagrammatic: Complete details of the building which affect the installation a on maynot be shown. Contractor to provide complete HVAC system as shown on the drawings. Exact location of all work to be verified in the field. 8. Contractor shall be responsible for damages caused b their work and that of other trades in p g y the execution of their work and that of other trades, and shall make, or pay for all necessary py , repairs to restore damage to like - new condition at no cost to the Owner. 9. Electrical Equipment and Wiring: Provide all control conduit and wire associated with the mechanical equipment. Install in compliance with the requirements of the electrical work. Provide complete controls shop drawing package for review. 10. Provide final as -built drawings and maintenance manuals. 11. Balancing: Balance all air outlets to within ± 10% of that shown on the drawings. g g Air balance to be P erFormed by Neudorfer Engineers. 12. This is a 24 hour /day,'7day /week critical use facility requiring continuous operation at a constant temperature setpoint. Per WSNREG-29€15 1412.4 Exception 1, automatic set back and optimum start controls are not required. Products 1. Use all means necessary to protect materials, before during and after installation and to protect the installed work of other trades. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner. 2. Water Piping: Type "L" copper with wrought or forged copper fittings, lead free solder. 3. DWV Piping: All DWV piping to be no -hub cast iron with standard .fittings or copper. 4. Sheet Metal: All ductwork to be sheet metal and comply with SMACNA Ductwork Standards. - 3 "S.P. 5. Duct Insulation: 'See insulation table for thickness. Do not insulate ductwork in data center. 6. Water' Pipe Insulation: See insulation table for thickness. Fiberglass insulation with flame - retardant kraft paper vapor barrier. Provide Prefabricated Thermal Insulating Fitting Covers. 7. HVAC Equipment: Furnish and install HVAC as shown in the schedules located on the plans.: Execution 1. Prior to any work or fabrication, carefully inspect the existing conditions and verify that all such conditions are compatible to the point where this installation may commence. provide shop drawings of all ductwork and hvac equipment for engineering review. 2. Plumbing - water piping: a. Make all joints in copper tube with lead free solder applied in strict accordance with the manufacturer's recommendations. b. Make all pipe penetrations in walls, floors and roof water and air - tight. Provide piping supports as required by code. Install per UPC. 3. Sheet Metal: Construction and installation of all ductwork shall comply with all SMACNA Standards (3" S.P.). 4. All ductwork shall have all transverse joints and longitudinal seams seams sealed. All ductwork shall be sealed In accordance with Standard RS-7 5. Record drawings shall be kept on site and updated daily. Provide measurement to all underground and concealed work. 6. All relevant requirements e e of section 1416 of the,. Washington State Energy Code including, but not limited to, provision of record drawings & manuals, balancing, testing & commissioning shall be fully complied with. 7. Provide complete factory startup & commisioning of HVAC equipment. End of Mechanical Specifications. LEGEND 12 x e. ®w® PEN w =III D 111E 1414)f F/5 MIK ITI DUCT - FIRST NUMBER 5 SIDE SHOWN SUPPLY DUCT UP SUPPLY L DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN SQUARE ELBOW SQUARE ELBOW TURNING VANES RADIUS EB LOW ROUND ELBOW TURNING VANES ROUND TO RECTANGULAR TRANSITION LARGE TO SMALL TRANSITION DIRECTION OF FLOW INCLINED PROP IN DIRECTION OF AIR FLOW INCLINED RISE IN DIRECTION OF AIR FLOW VOLUME DAMPER FIRE DAMPER SMOKE DAMPER FIRE /SMOKE DAMPER MOTORIZED DAMPER ACCESS POOR. CHWS CHWR CFM THROAT SIZE 1' F■.;1 -9 4 CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER RETURN COLD WATER PIPING HOT WATER PIPING SANITARY SEWERS VENT LINES ES DIFUSER TYPE SEE SCHEDULE RL VIEINED FOR CODE COMPLIANCE APPROVED AUG 08 2011 City of Tukwila BUILDING DIVISION SUPPLY OUTLET CEILING DIFFUSER ARROWS INDICATE THROW DIRECTIONS THERMOSTAT ABBREVIATIONS (X) NUMBER IN PARENTHESIS INDICATES QUANTITY DRAWING INDEX M -1 _ LEGEND AND SPECIFICATIONS M -2 = MECHANICAL FLOOR PLAN & SECTION M -3 = DIAGRAMS AND CTIO N SE 0 S M -4 = SCHEDULES R 0 ELBOW 0-1— OR 0— ELBOW UP, C-- OR C ELBOW DOWN TEE '+c» OR —0— TEE UP OR : TEE DOWN --E-- FLOW DIRECTION UP /DN I 'I PIPE PITCH UP OR DOWN. GATE VALVE. CHECK VALVE. BALL VALVE 2 -WAY VALVE. 2 -WAY AUTOMATIC CONTROL VALVE. UNION STRAINER. PRESSURE GAGE W/ SHUT -OFF VALVE THERMOMETER. METER. i CITY O�TUKONLA MAT 05 2011 PERMIT CENTER VIUlIKIT Engineering Services Inc.' 9580 Moran Road NE Bainbridge ;la, WA 98110 Phone: 206.842.8947 Fax: 206.842.8948 HUNT ENG. JOB #: HUNT# DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS 6/7/2010 FOR CONSTRUCTION 3124J2011 - CHILLER REVISIONS SHEET CONTENTS: MECHANICAL LEGEND AND SPECIFICATIONS SHEET NUMBER: OF 4 COPYRIGHT© 2010 by HUNT ENGINEERING SERVICES Inc. FAN WALL (FOR CAC #1, V5D - PROVIDE UNISTRUT STAND AND MOUNT FLUSH W/ FAN. STACK SWITCHES AS REQURED. — MASTrAirel MfgriarAfrir FriIMPree,..4 geeewirr, SEE 'CIRCULATION PUMP DIAGRAM', DWG. M-2 FOR ADDITIONAL.. WORK FUTURE CRAG #14- CIRC. PUMP CP-1. 2ND FLOOR DECK —6.11C1-1W5 & CHWR PIPING IEngineering Services Ind 9560 Moran Road NE Bainbridge Is, WA 98110 Phone: 206.842.8947 Fax 208.842.6948 STRAINER REMOVAL CLEARANCE (TYP.)_. EQUIP. SCREEN SC-1 VENTILATION OPENING IN PARKING GARAGE WALL — PARKING GARAGE ENTRANCE F rz!!: ,---• -------r, s--------------"T;c—,-i--::..,:y 1 // \\ 1/ \\ ii i 1 11 /1 --\\, //....-----\\ /is is\t " 1/ \\')4( \\ // \ . - -\\'' /1 N''.' \\ // y , .--- \vy -,,.....\\/ ' v 'v--,..„, „ 1 —UPPER LEVEL _1 1,---' PARKING ,.., 1 • . \._ `—CHWR PIPING CHILLER CH-1 --...... CONECTION (BEHIND ELEV.) (BEI—IIND ELEV.) CHWS PIPING CONECTION (BEI—IIND ELEV.) F ) 4&x24 FUTURE LOUVER SUCTION GUIDE/ STRAINER (TYP) PROVIDE SUPPORT FOR PUMP STATION (TYP.) •3000 50x15 ONC11111111411 /01111011111 ,.• /// .4 /......,; .. .S. ,..//' / . , / /. / / l . e, Z —7 / / e / ./ / / e .4' / /. / ,. ,e 7 ' ... . / • / ...` / / / / 4 , / . .,„" e , / .... , ,. / - / // / , • / / ...„s , ! / A / . z . „/ < / ' / S . A ..., 7 . / X. / ' „ / / "' , ' / ,.,..ir ' '' / r '1' / ' / / / 4t3x24 . / / ' , ••• so.' .," / •• / ' ,,( / 1111 ,mor ...mon= ,— A 11N11.21■ PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS PRE FILTER SEE SECTION LV-6 / CD-5 CRAC-2 — LV-5 / CD-4 PLENUM ACCESS PANEL PIPE SUPPORT, SEE STRUCTURAL FOR DE 4,1L5 PRE FILTER SEE SECTION EXPANSION TANK ET-1 PUMP. ELEVATION SCALE: 1/4'=1'-0" PRESSURE GAUGE (TYP.) 4" CHWR TO CHILLER - - TERMINATE IN JANITOR CLOSET. SEE PIPING DIAGRAM FOR ADDITIONAL INFORMATION. - SEE FAN WALL CONTROLS FOR PRESSURE SENSOR DETAILS. 3" RUNOUTS TO CRAC LV-2 / CD-2 CRAC-1 I !V-1/ CD-1 -- PLENUM ACCESS PANEL ( — INSTALL LOUVER W/ METAL COVER 01 THE INSIDE FOR EMERGENCY USE. PIPE SUPPIDRT, SEE STRUCTURAL FOR DETAILS 4" CHWR FROM CRAG UNITS -1-11-Esa-LE=3—e) BALL VALVE (TYP.) (,$) FLEX PIPE CONNECTION (TYP.) COMBINATION STRAINER / SUCTION GUIDE (TYP.) NOTES: 1. BALANCE BY VSD SETTING. CHECK VALVE (TYP.) CIRCULATION PUMP (TYP.) (TYP. ALL NPW & CONDENSATE DRAIN PIPING) CAP FUTURE DROPS FOR CRAG #3 SEE PIPING DIAGRAM FOR ADDITIONAL DETAILS OF N.P.W. AND \ PUMPED CONDENSATE DRAIN (FUTURE) CRAC #3 FUTURE LOUVER CHILLER AND ASSOCIATED . EQUIPMENT & PIPINGI51FLOOR BELOW. DATA CENTER ON OUTDOOR DRIVE. APPROACH TO PARKING GARAGE.. PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS 8" BLK STEEL CHILLED WATER SUPPLY AND RETURN ONE SET. SLOPE DOWN TO FLOOR M01.1111,FFE,5,1JgrOR15. DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: THIS SECTION OF EQUIPMENT SCREENING SHALL BE REMOVABLE TO PERMIT MAINTENANCE ON CHILLERS) ROLLER TYPE PIPE SUPPORT, BOTTOM ROLLER ONLY • \ SEAL W/ WEATHER TIGHT FLANGE. B.O.P. APPROX.16" ABOVE DECK. PIPE SUPPORT SPREADER BEAM WI ROLLER, COORDINATE W/ STRUCTURAL (TYP. FOR PIPING ON DECK) 1111 BOLLARD (ON FLOOR BELOW), BOLLARD (TYP.) FUTURE CHILLER 1.1 CHWS PIPING CONNECTION CHILLER CH-1 DOWN TO 1ST FLOOR (TYP.) EXPANSION TANK ET-1— CRC. PUMPS CP-1 & CP-2 (STACKED VERTICALLY) — CHWR PIPING CONNECTION MAINTENANCE AREA — SC-2 SC-1 A 31212010 FUTURE DUCT LAYOUT A 31812010 HYDR. PIPING REVISIONS A 61712010 • FOR CONSTRUCTION A 3/2412011 - CHILLER REVISIONS SHEET CONTENTS: MECHANICAL FLOOR PLAN & SECTION VIMMANANI SONatiffol VIS1 NVONAVO'' COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc. 13'- 8 -1/2" 11' -6" ANGLE SUPPORT BRACE BAR JOIST` (TYP). EXISTING CEILING & TILE TO BE REMOVED 9, -0 1' -41 60x24 HEADER BDD - RUSKIN BD6 FLEX CONNECTION 6" B.LK STEEL CHWS & CHWR UNI -STRUT SUPPORTSW/ ROLLER -TYPE PIPE SUPPORTS, TOP & BOTTOM CRAC I BEAM USE BACK OF HEADER FOR PLENUM SIPE RETURN PLENUM WIDTH OF CRAC UNIT VESDA OR DUCT DETECTORS. CONNECT FOR UNIT SHUT DOWN (BY OTHERS) RETURN PLENUM DIVIDER (2) VAPOR TIGHT LIGHTS W/ PILOT LIGHTED SWITCH ON EXTERIOR OF PLENUM (BY E.C.) LOUVER CONTROL DAMPER PRE FILTER 20 "x60" ACCESS PANEL REPLACE (E) WINDOW W/ LOUVER/DAMPER/ FILTER ASSEMBLY SEE DETAIL 0 FINAL FILTER. CUSTOM FILTER FRAME 4" DEEP 65% FILTER. STRUCTURAL STAND FOR CRAC UNIT AC ASSEMBLY SECTION 0 6' 1 2 SCALE 1/2 " =1-0" SCALE: 1/2" =1' 0" COORDINATE DUCT HANGING AND SUPPORT TO PROVIDE CONNECTION POINTS FOR DIFFUSER & DROP. 7--- BOTTOM OF TRUNK DUCT r 2" BELL FITTING 10" RD NECK CONNECTION TABS ON SHROUD FOR SEISMIC SUPPORT CONNECTIONS. TYPICAL EACH CORNER 24 "x24" FACE DIFFUSER THROW PARALLEL TO AISLE --> RUSKIN CDR 25 W/ LOCKING QUADRANT ALIGN W/ TRUNKDUCT AS INDICATED CUSTOM SHROUD AND SUPPORT. FINISHED METAL, ROLLED EDGES, SCREW DIFFUSER TO SHROUD. KRUEGER RADIAL FLOW RF SERIES 24x24,10" NECK LAMINAR FLOW SUPPLY DIFFUSER 'B' DROP MOUNTING DETAIL SCALE: 1-1/2 1' 0" TYPICAL EF W /20 GA SHEET METAL UNISTRUT FAN FRAME FAN WALL ELEVATION SCALE: 1/2 " =1' -0" 0 6" 1 2 SCALE 1/2 " =1' -O" 0 1I 6II. SCALE 1- 1/2 " =1- FAN PLENUM. 20 GA MIN. SHEET METAL. FRAMED 1/4" GAL. WIRE SCREEN FAN GUARD, I REMOVABLE. (TYP. 2) II RF -1 (TYPICAL RF1 THROUGH RF -2) LEGEND 1. STRAINER/BLOW DOWN VALVE 2. EXPANSION TANK 3. PUMP 4. NOT USED 5. AIR VENT CONNECTION PORT 6. ' PRESSURE/ TEMPERATURE ACCESS PORT 7. HEAT EXCHANGER 8, FLOW SWITCH 3/4" NON POTABLE WATER LOCATE IN JANITOR ROOM. COORDINATE W/ BUILDING OWNER.;- 3/4" DOMESTIC WATER RPBP . I 9. BALANCE VALVE /DRAIN PLUG 10. PRESSURE RELIEF 11. ISOLATION VALVES 12. FLEX CONNECTIONS 13. PRESSURE REDUCING /FILL VALVE 14. AIR SEPARATOR AND VENT 15. CIRCUIT SETTER 16. FUTURE STORAGE TANK W/ BAFFLE 17. CHECK VALVE 18. STRAINER 3/4" 1/2" NPW- - 1 -1/4" PUMPED CONDENSATE 3/4" 1.1/4" 17 DRAIN TO BACK OF MOP SINK CRAC -2 CRAC UNITS TO HAVE FACTORY 1 3 -WAY VALVE. 17 (TYP. 2) 11, CRAC -1 L 12 12 12 15_ 18 --CHWR: < CHWS 15 11 1/2" 12 13 18 11 11 30 P51 8" CHILLED WATER HEADER FOR FUTURE EXPANSION 11 y; CHILLER PIPING DIAGRAM CONSTRUCTION NOTES PROVIDE CHECK VALVE, ISOLATION VALVE, W/ LOCK SHIELD & HOSE THREAD END WITH CAP FOR GLYCOL FILL STATION AIR SEPARATOR AND AUTO AIR VENT. LOCATE AS NEAR TO CHILLER AS POSSIBLE, MOUNT SECURELY TO PAD W/ GALVANIZED SUPPORT. SEE 'CIRCULATION PUMP DIAGRAM', DWG. M -2 FOR ADDITIONAL WORK & REQUIREMENTS. AV -1 .L. 17 U A5 -1 14 :a 3/4" ■ 11 �11 15 3/4" 10 GENERAL NOTES 12 12 ET -1 CP -1 12 12 CP -2 5 6 1. THE CHILLER, SHALL HAVE A FACTORY CONTROLS SYSTEM WHICH SHALL PROVIDE A COMPLETE CONTROLS SYSTEM FOR THE CHILLER AND CHILLED WATER SYSTEM. 2. CHILLED WATER SYSTEM SHALL BE 30% PROPYLENE GLYCOL 3. REDUCED PRESSURE BACKFLOW PREVENTOR SHALL BE APPROVED BY WASHINGTON STATE DEPT. OF HEALTH. 4. ALL PIPING ABOVE 3" SHALL BE SCHEDULE 40 BLACK STEEL W/ WELDED OR VICTAULIC FITTINGS. SCALE: NONE CONTROL DAMPER LOUVER BLANK ACTUATOR REDUCE CONTROL DAMPER SIZE TO ACCOMMODATE ACTUATOR AS REQUIRED CWALL LOUVER ELEVATION (SCALE: NONE CONTRACTOR TO FURNISH SHOP DRAWINGS W/ ACTUAL FIELD SIZES FOR :. APPROVAL PRIOR TO START OF WORK. UNISTRUT SUPPORT FRAME fREPLACE (E) WINDOW W/ NOMINAL 5'x5' ADJUSTIBLE LOUVER. 4 ANCHOR PLATES FAN WALL SECTION SCALE: 1/2 = 1' - 0" ADJUSTABLE LOUVER - ACCESS PANEL FOR DAMPER ACTUATORS SCALE 1/2 " =1-0" POWER WIRING; 2 DISC. SW, 2 MOTOR CONNECTIONS, BY E.C. PRESSURE SENSOR TO V.S.D. CONTROL FANS TO +.02" S.P. COMPUTER ROOM POSITIVE TO BUILDING CORRIDOR. RUSKIN CD 40 THINLINE CONTROL DAMPER RUSKIN L375D ACCOMMODATE OUTBOARD JACK SHAFT 2 DEEP 30 FILTER PLEATED i ■141■ WALL LOUVER SCALE: NONE. POWER BY E.C. FUSED DISC. BY E.C. M RF-1 MD-1 MD-2 0 CONTROL BY M.C. RF -2 0 DIGITAL OUT FROM V.F.D TO OPEN DAMPER ON FAN OPERATION DIGITAL INPUT TO TURN OFF FAN WHE CRAC AIR ECONOMIZER 15 LOCKED OUT V.F.P. BY M.C. IEVfE',1,sw COPS coA4 ;/ 1V+D €,' W Ail 0.g. 2011. MODULATING SPRING OPEN POWER CLOSE MOTORIZED DAMPER. OVERSIZE V.F.D. TO SUPPORT FAN WALL CONTROL DIAGRAM SCALE: N.T.S. CITY OF MAY 052011 PERMIT CENTER Engineering Services Inc. 9580 Moron Rood NE Bainbridge le, WA 98110 Phone: 208.842.8947 Fax: 208.842.8948 w >ill v Q xce Es- w z w ge- O r HUNT ENG. JOB #: HUNT # DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: 1 6/7/2010 FOR CONSTRUCTION 4 ' 312412011 - CHILLER REVISIONS SHEET CONTENTS: MECHANICAL DIAGRAMS AND SECTIONS SHEET NUMBER:. M -3 3 OF 4 COPYRIGHT ® 2010. by HUNT ENGINEERING SERVICES Inc. MARK CRAC -1 MANUFACTURER / MODEL -T NOMINAL TONS 46 COOLING CAPACITY TOTAL (MBH) SENSIBL E (MBH) CRAC -2 LIEBERT / CW114-V-C-5-A-3 * COOLING CAP NOTES: 1. PROVIDE UNIT DISCONNECTS. 2. PROVIDE WITH CONDENSATE PUMPS. 3. PROVIDE WITH REAR MOUNTED RETURN W/ CUSTOM FILTER RETURN SEE "AC ASSEMBLY SECTION ". 4. PROVIDE INTERLOCK & CONTROLS FOR 1007 MODULATION AIRSIDE ECONOMIZER OPERATION. 5. ELECTRIC REHEAT, INFRARED HUMIDIFIER, LIEBERT ICOM CONTROLLER. 6. CONDENSATE PUMP (REPLACE FACTORY CHECK VALVE W/ HIGH QUALITY BRASS CHECK VALVE). 7. PROVIDE DRIP PAN FOR ENTIRE UNIT, 1" LIP. 8. PROVIDE SNMP ERROR REPORTING. GPM 541 412 110 541 412 110 FAN DATA. CONNECTION SIZES ELECTRICAL, DATA PHYSICAL DATA PRESS. DROP (ft. H20) 47 CFM 00 HP E.S.P. (In.) 1.75 CHILLED WATER (In. O.D. Cu) CONDENSATE (In. FPT) HUMIDIFIER (In. O.D. Cu). VOLTS /PHASE FLA 77.7 MCA 97.1 MCA LENGTH (In.) WIDTH (In.) HEIGHT (in.) WEIGHT (lbs.) NOTES SEE NOTES v -- 47 17,000 20 1.75> 1/4 77.7 97.1 110. SEE NOTES Mark CH -1 Description Carrier Aquasnap Air Cooled Scroll Chiller Package. System Chiller Schedule Model 3ORBA1006 -0 -3 Location Skid Mount on Ground 9.6 EER IPLV 13.6 Compressors volts/phase 460/3 Refridgerant R -410 A NOTES: 1. Verify SCCR rating w/ electrical prior to order. 2. Unit mounted disconnect. 3. Storage tank - Chilled water 4. Unit mounted controls for complete chilled water loop control (including pumps), provide SNMP module for alarm outputs. 5. Skid mount unit w/ security grilles and hail guards. 6. GFI outlet. 7. Digital compressor control. 8. Provide vibration isolation pads. MARK RF -1' RF -2 NOTES: 1. RATE MOTOR FOR V.S.D. CONTROL, 1.25 S.F. 2. PROVIDE VSD RATED FOR 10 HP (SIZED FOR FUTURE). PROVIDE DAN FOSS OR ABB DRIVE 3.513E -3L48 -100 FAN 12,000 CFM OPERATES 62d5A, 5E2 -24 -615 PREVIOUS 8,500 CFM FANS WERE 85 615A. EXHAUST FAN SCHEDULE MODEL / DESCRIPTION GREENHECK 513E -3L48 -100 / SIDE WALL BELT DRIVE EXHAUST FAN GREENHECK SBE -3L48 -100 / SIDE WALL BELT DRIVE EXHAUST FAN CFM 36,000 36,000. SP (In.) . 375 . 375 RPM 1725 1725 BHP 8.0 HP 10.0 10.0 Chilled Water Flow LW 252.5 GPM 46 % Propylene 30% dBA, 80 80 VOLTS 480 480 PHASE. WT (lbs.). 480 480 NOTES NOTE1 NOTE1 Electrical MCA, MOP 209.2 250 Size LxWxHt 142 "x89 "x 90" Notes Unit weight is approx. 6,200 lbs. A- weighted sound pressure level: 66dB REVIEWED F W.I OR CODE C(DMPLIANL E APPROVErl AUG C8 311 City of Tukwila B tLGiti'G DIVISION MARK MANUFACTURER / MODEL / LOCATION S. P. (in.) FREE AREA (sq. ft,) SIZE MOTE 3) (VV" x h ") NOTES LV -1 RUSKIN / L3750 / 05A .08 12.77 60x60 NOTE 1 LV -2. RUSKIN / L37512 / OSA 12:T7 60x60 NOTE 1 LV-3 CD -1 GRE N K /AH_' 0 24 60 60 NOTE 2 GREENHECK / EAH690 / OSA RUSKIN / L375D / OSA RUSKIN / L37512 / OSA RUSKIN CD 40 THIN LINE / 05A RUSKIN / CD 40 THIN LINE 1 05A RUSKIN / CD 40 THIN LINE / ®® ®UPI_ CD -5 MANUAL BALANCE DAMPER B.D.D. NOTES 1. PROVIDE WITH 1/4" BIRD SCREEN: 2. MOTORIZED LOUVER W /SEAL TO MEET W.5.E:C: 3: COORDINATE EXACT SIZE WITH MULLIONS ON EXISTING WINDOWS IN AREA OF INSTALLATION. 4. SEAL TO MEET W.S.E.C. 5. PROVIDE CRANK ARM AND HAND QUADRANT. 6. REDUCE SIZE IF REQUIRED FOR MOTORIZED ACTUATOR INSTALLATION. 7. PROVIDE MULTIPLE UNITS AS REQUIRED. RUSKIN l CD 40 THIN LINE 1 OSA RUSKIN / CD 40 THIN LINE / 05A NOTE 4,6 .05 60x60 SIZE E'k:`CiSG�'T ON PLAN SIZE PER LOCATION ON PLAN NOTE4,6 NOTE 5 MISCELLANEOUS EQUIPMENT SCHEDULE MARK AS -1 AV -1 DESCRIPTION AIR SEPARATOR' UTO AIR VENT A FACTURER. /MO WT (lbs.) NOTES ARMSTRONG / VAS -4 ARMSTRO G/ NT #7 ET -1 EXPANSION TANK ARMSTRONG AX -60V. CIRCUIT SETTER ARMSTRONG / CBX HORIZONTAL, EXTRUDED ALUMINUM, 8'H LOUVERED EQUIPMENT SCREEN SC -1 RELIABLE /445851 SC -2 5C -3 SIMILAR TO SC -1 SIMILAR TO 5C -1 NOTES: 1. PROVIDE SCREEN WIDTHS TO SUIT. RELIABLE / 445R51 RELIABLE / 445R51 FLANGED PIPI CONN • NS DIMENSIONS MARK CAPACITY (gal.) OUTLET: DIA. HT. WT. (In.) (In.) (In.) (lbs.) NOTES VERTICAL 5A -516 GR 70 PVQ STEEL, ASME STORAGE TANK WITH INTERNAL VERTICAL GAFF 42 127 850 SEE NOTES 1. MANUFACTURER: HIGHLAND TANK OR APP' • P EQUAL. 2. COORDINATE WITH MANUFACTURER !' XACT REQUIREMENTS, WEIGHT AND DIMENSIONS PRIO • ORDER: 3. PROVIDE COMPLETE WITH 14" .-' LLIPTICAL MANWAY,10 -15 MLS EPDXY INTERIOR LINER, 2" SPRAY ON 4 INSULATION WITH URETHANE TOPCOAT AND VERTICAL 5 "ORTS. 4. STEEL THICKNE R ASME CODE. PUMP SCHEDULE MARK DESCRIPTION MAKE/MODEL BODY. MAT'L HP BHP (@ DESIGN CONDITION) PIPING CONNECTIONS (In.) INLET OUTLET IMPELLER (in.) FLOW (gpm) HEAD (ft.) MAX. OP. .MAX. OP. TEMP. PRESS. ( °F) (Psig) WEIGHT (lbs.) NOTES SPLIT COUPLED IN -LINE VERTICAL PUMP SPLIT COUPLED IN -LINE VERTICAL PUMP ARMSTRONG / 4300 3x3x6 ARMSTRONG /:4300 3x3x6 NOTES: 1. PROVIDE COMPLETE MOTOR RATED FOR VSO. 250. CHILLED WATER, SUPPLY CHILLED WATER, RETURN < than 1" PIPE INSULATION SCHEDULE NOMINAL PIPE SIZE. 1 "TO <1 -1/2 1- 1 /2 "TO< 4" INSULATION THICKNESS (in.). 1 -1/2 1 -1/2 4" TO < 8" CLOSED CELL FOAM WITH KRAFT PAPER JACKET. NOTES 1 -1/2 1 -1/2 CLOSED CELL FOAM WITH ALUMINUM COVER DIFFUSER & GRILLE SCHEDULE * A4 PLAN B A■aI` ® I Co /+:e. _ NOT USED COLD AISLE SUPPLY DIFFUSER MANU- FACTURER ENERAL N * SEE PLANS FOR NECK SIZE. MODEL NOTES Nt I •%.,.d, Minimum Nominal Full -Load Efficiency O pen Motors Closed Motors Synchronous Speed (RPM) 3,600 ' I 1,800 1,200 3,600 l 1,800 l 1,200, HP Efficiency ( %) Efficiency ( %) 1.0 82.5 80.0 75.5 82.5. 80.0. 1.5. 82.5 84.0. 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5. 3.0 84.0 86.5 86.5' 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5. 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5, 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7. 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 50. 92.4 93.0 93.0 92.4 _93.0 93.0: 93.0 93.0 60. 93.0 93.6 93.6 93.0 93.6 93.6 75 03.0 34.1 03.0 33.0 93.0 Exceptions: Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment w hich requirds a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for w hich no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is w ith a less - efficient motor and there is no energy- efficient motor option). 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5. 94.5 94.1 150. 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 For motors claiming an exception, list motor and note w hich exception applies. CIPl TUKIMLA MAY D 5 2011 PERMIT CENTER VIU1INT Engineering Services Inc. 9580 Moran Road NE Balnbrldge Is, WA 98110 Phone: 208.842.8947 Fax: 208.842.8948 DATE ISSUED: 2/1.9/2010 FOR CONSTRUCTION REVISIONS: 31212010 = FUTURE DUCT LAYOUT 2 617/2010 • FOR CONSTRUCTION 4 3/2412011 CHILLER REVISIONS SHEET CONTENTS: .. MECHANICAL SCHEDULES SHEET NUMBER: M -4 COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc.