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HomeMy WebLinkAboutPermit M17-0160 - AAA WASHINGTON - DUCTWORK, EXHAUST FANS, DUCTWORKAAA WASHINGTON 17250 SOUTHCENTER PKWY SUITE 112 M17-0160 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 7888920020 Permit Number: 17250 SOUTHCENTER PKWY 112 Issue Date: Permit Expires On: Project Name: AAA WASHINGTON M17-0160 11/16/2017 5/15/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, WA, 98006 PAUL JOSEPH 4426 221 PL NE , REDMOND, WA, 98053 PERFECT CLIMATE INC Address: 4426 221ST PL NE , REDMOND, WA, 98053 License No: PERFECI022D5 Lender: Name: Address: Phone: (425) 260-6955 Phone: (206) 977-7353 Expiration Date: 3/12/2018 DESCRIPTION OF WORK: INSTALL DUCTWORK FOR 4 EXISTING UNITS. INSTALL 3 EXHAUST FANS AND DUCTWORK. INSTALL 1 TRANSFER FAN AND DUCTWORK Valuation of Work: $28,500.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $583.94 Electrical Service Provided by: PUGEST SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: itta, Date: t 1' Urn I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pernd agree to the conditions attached to this permit. Signature: Print Name: "Sb5&O�' Date 1' 16 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 12: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ***MECHANICAL PERMIT CONDITIONS*** 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. MII -7 - ©l, ( V Project No. Date Application Accepted: k-)--1 7 Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: Tenant Name: g4t A A Cf tAl 5 t lL "TCz-'P+V EL PROPERTY OWNER Name: Yr -.L '•SUSS tis Address: Li 424 22-05 PL -AA-- 1l\_kCity: City: )2-ar) State: t.,.44 -Zip: 9 % vs-: Name: c,G 12. e-, Email: OC -1--i tv► 41 _fix , cow Tukwila Business License No.: (3 k.)S Oqci 7 '719 Address:V-122) sr et -VC 44-- t -70c> City: SLS Stater Zipki c1 L CONTACT PERSON — person receiving all project communication Name: Yr -.L '•SUSS tis Address: Li 424 22-05 PL -AA-- 1l\_kCity: City: )2-ar) State: t.,.44 -Zip: 9 % vs-: Phone2-C-.Z6v-!diS'S Fax kt2s- MG -34 8 a Email: OC -1--i tv► 41 _fix , cow King Co Assessor's Tax No.: 78BEN9 a C>OZU Suite Number: i 2- Floor: New Tenant: gl Yes ❑..No MECHANICAL CONTRACTOR INFORMATION Company Name:, a 0.„...„CL. rn ec've % N c Address: LI u2 G ZZ\ 4,7 QL QVC" City: l .--0iMv State: W A Zip: ci s Os- LAv -7.6c) .. ct Ste• tilt - Phone: g3G-•3`X6 0 Contr Reg Exp Date: i'lE sL(tEcs c>Zz a�' -1 z- t fi Tukwila Business License No.: (3 k.)S Oqci 7 '719 Valuation of project (contractor's bid price): $ Z E.Co 0 , Describe the scope of work in detail: Sn Sit\ ovt� wa>Y �vf �try s: w, ►) • CR �J • ,��9 �5 st.4.4") a' ar3..-1 o..0 Tin.s1-14-0 1 -rr ..Js,fv fD.t- r Ovcx„.)o.J\r, Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement c Fuel Type: Electric ❑ Gas t_d , 5;1,4, Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <1OOk btu Residential, Nighttime Furnace >100k btu 367 Floor furnace ii Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm 367 Evaporator cooler ii Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser 367 Thermostat ii Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warring devices; • Construction and property maintenance during the daytime hours (lam-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW] EI3 OR UTHORIZED AGENT: 1I - Signature: Print Name: ya,,.l -DS 0.0 vd Mailing Address: 14 t4 2(> 2-2- \ L. CSL- � Date: /0/3)1/ Day Telephone: City H:\Applications\Forms-Applications On Line 2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 20t6 bh State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY PermitTRAK PAID $583.94 M17-0160 Address: 17250 SOUTHCENTER PKWY 112 Apn: 7888920020 $583.94 MECHANICAL $561.48 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $416.03 PLAN CHECK FEE R000.322.102.00.00 0.00 $112.30 TECHNOLOGY FEE $22.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R12716 $22.46 $583.94 Date Paid: Thursday, November 02, 2017 Paid By: PERFECT CLIMATE INC Pay Method: CHECK 11587 Printed: Thursday, November 02, 2017 11:32 AM 1 of 1 CRISYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj c : 11- illiiiZbLiliG-RW Type of Inspection: Aureimivo 0'14_ f TIM Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: bK , `vE4 ic*- 11 r1 kL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pir7-4'( 0 Project: /lit/i /4/46//M6770/t/ Type of Inspection: ?d(dc //Y /d' d,C C, L. Address: / 725 >oUT ', .Y' Date Called: _ Special Instructions: Date Wanted: /-,2-E3 a.m. p.m. Requester: Phone No: Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: 01.(-- v /11/ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ryF PERMIT NUMBER: M17-0160 DATE: 11/02/17 PROJECT NAME: AAA WASHINGTON SITE ADDRESS: 17250 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A7 6 Building Division Public Works N/A- 1 0 Fire Prevention Structural Planning Division n ❑ Permit Coordinator l 'l PRELIMINARY REVIEW: DATE: 11/07/17 Not Applicable n (no approval/review required) Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/05/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center -Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERFECT CLIMATE INC Home Espanol Contact Search L&I Page 1 of 2 ARCH A -Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries PERFECT CLIMATE INC Owner or tradesperson Principals JOSEPH, PAUL GNAMATHU, PRESIDENT Doing business as PERFECT CLIMATE INC WA UBI No. 601 844 179 4426 221ST PL NE REDMOND, WA 98053 206-977-7353 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties Heating/Vent/Air-Conditioning and Refrig (HVAC/R) License no. PERFECI022D5 Effective — expiration 03/25/1998— 03/12/2018 Bond CBIC Bond account no. SB4087 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 03/11/2002 03/01/2002 Expiration date Until Canceled Insurance Hartford Casualty Ins Co Policy no. 52SBA1K1378 $2,000,000.00 Received by L&I Effective date 01/18/2017 03101/2017 Expiration date 0310112018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601844179&LIC=PERFECI022D5&SAW= 11/8/2017 PERFECT CLIMATE INC Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 884,624-01 Doing business as PERFECT CLIMATE Estimated workers reported Quarter 3 of Year 2017 "1 to 3 Workers" L&I account contact T2 / KATHY ULRICH (360)902-4829 - Email: WITE235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601844179&LIC=PERFECI022D5&SAW= 11/8/2017 VICINITY MAP L I NNW - CRUISE AND TRAVEL 17250 SOUTHCENTER SQUARE #112 TUKWILA WASHINGTON yin Itoill ULSf��s mass I®II®®isso I� IIs..,.. 1 1 1 ndinf..lj '11111111.111111111[1'111111111111'11111 a r 01111111111111111R1I1111111111111111 ®=4110® stai J®L@A II 1� iarairr --_-- SITE MAP SCALE: NTS PROJECT SCOPE: PLAN BID INSTRUCTIONS: SCHEDULE: BIDS ARE DUE SEPTEMBER 29, 2017 BIDS ARE TO BE SENT TO BOTH: JAMES@5IVECREATIVE.COM DAVEARMSTRONG@AAAWA.COM ANTICIPATED START OF CONSTRUCTION IS NOVEMBER 1, 2017 TARGET COMPLETION DATE IS JANUARY 8, 2018. DRAWINGS: YOU MAY SHARE THE DRAWINGS AS NEEDED TO PREPARE YOUR BID BUT THEY ARE CONSIDERED PROPRIETARY ANDARE NOTTO BE SHOWN, SHARED OR DISCUSSED WITH ANYONE NOT DIRECTLY HELPING YOU PREPARE YOUR BID. QUESTIONS: DIRECT ALL QUESTIONS TO JOHN @5IVECREATIVE.COM QUESTIONS MAY BE SENT AT ANY TIME BUT MUST BE SUBMITTED VIA EMAIL. QUESTIONS THAT ARE GENERAL IN NATURE AND CLARIFY THE DRAWINGS MAY BE SHARED WITH OTHER BIDDERS. QUESTIONS THAT ARE DEEMED TO PROVIDE A COMPETITIVE ADVANTAGE WILL NOT BE SHARED WITH OTHER FIRMS; WE ARE LOOKING FOR ACCURATE BIDS AND" ENCOURAGE QUESTIONS DURING THE BIDDING PERIOD. DO NOT ASSUME, ASK. (EVEN IF YOU HAUS WORKED: WITH AAA IN THE PAST, THERE ARE SUBSTANTIAL VALUE ADDED CHANGES IN THIS DRAWING SET.) IF.A CONFLICT OR INCONSISTENCY IN THE DRAWINGS EXISTS, THE MORE EXPENSIVE CONDITION WILL BE CONSIDERED PART OF THE SCOPE. SITE ACCESS: CONTRACTORS ARE ENCOURAGED TO VISIT THE SITE DURING THE BIDDING PERIOD. VISITS SHOULD BE ARRANGED THROUGH SIVE CREATIVE AT LEAST ONE DAY PRIOR TO VISITING THE SITE PROJECT CONSIDERATIONS: THE FACILITY IS NOT IN OPERATIONAT THIS TIME AND THE PROJECT CAN BE CONSTRUCTED DURING NORMAL BUSINESS HOURS IN COMPLIANCE WITH ALL;LANDLORD REGULATIONS BIDS: BASE BIDS ARE NOT TO INCLUDE ANY ALTERNATES OR SUBSTITUTIONS. BASE BIDS SHOULD BE PRODUCED BASED ON THE DRAWINGS (PLUS ANY CLARIFICATIONS GIVEN DURING TH(BIDDING PERIOD) AND SHOULD' INCLUDE ALL FEES, PERMITS AND TAXES. YOU MAY PRESENT THE BIDS IN THE MANNER YOU THINK WILL BEST'CLAR1FYYOUR PRICE BUT AT A MINIMUM WE WILL NEED A DETAILED BREAKDOWN PER CSI DIVISIONS. IN ADDITION, PLEASE IDENTIFY WHO WILL BE THE PROJECT MANAGER, THE JOB SUPERINTENDENT AND PROVIDE THEIR BIOS. SUBSTITUTIONS: YOU MAY OFFER ANY SUBSTITUTIONS YOU FEEL WILL PRODUCE A SIGNIFICANT IMPROVEMENT TO THE PROJECT, EITHER IN DURABILITY, SCHEDULE OR COST SAVINGS. SUBSTITUTIONS MUST NOT BE PART OF THE BASE BID. THEY SHOULD BE INCLUDED AT THE VERY END OF THE BID AS SEPARATE LINE ITEMS BASE BID TO INCLUDE ALL NEW LIGHTING. BID`'ALTERNATE #1 TO HAVE NEW LIGHTING IN THE RETAIL ZONE AND REUSED 2X4 FLUORESCENT IN THE OFFICE/SUPPORT AREAS THIS PROJECT CONSISTS OF TENANT IMPROVEMENT WORK TO COMBINE AND REMODEL EXISTING IN-LINE RETAIL SPACES OF APPROXIMATELY 9,372 SF INTO RETAIL/OFFICE SP: EXTERIOR WORK: 1. VERIFY ALL ASPECTS OF THE BUILDING ENVELOPE ARE IN GOOD WORKING ORDER AND WEATHER TIGHT. COMPARE THE DRAWINGS AND ANY DEFICIENCIES FOUND ON SITE. IF .....:..:. . THERE ARE ISSUES NOT IDENTIFIED ON THE DRAWINGS, NOTIFY THE OWNER AND DESIGNER IMMEDIATELY 2. PROVIDE POWER AT SPECIFIED LOCATIONS FOR EXTERIOR SIGNAGE (SIGNS PROVIDED AND INSTALLED'BY OWNER. INTERIOR WORK: 1. DEMO EXISTING FINISHES AND WALLS AS INDICATED ON THE DRAWINGS. 2. INSTALL ALL NEW WALLS, PARTITIONS AND FINISHES. 3. THE OWNER WILL PROVIDE ALL FLOORING MATERIALSWITH THE EXCEPTION OF ADHESIVES AND GROUT UNLESS OTHERWISE NOTED. GC TO INSTALL. 4. THE OWNER WILL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE (VOTED GCTO INSTALLALL LIGHTING. 5. THE OWNER WILL PROVIDE ALL RETAIL MERCHANDISING' FIXTURES AND THE INSTALLATION GC' IS:;.RESPONSIBLE FOR COORDINATION OF THE WORK. 6. THE OWNER WILL PROVIDE ALL GRAPHICS AND INSTALLATION. GC IS RESPONSIBLE FOR PROVIDING BLOCKING WHERE REQUIRED AND OVERALL COORDINATION OF THE WORK. 7. ALL CABLING FOR DATA, SECURITY, VDEDAND SOU SYSTEM PER PLAN TO BE PROVIDED BY OWNER. OWNER WILL ALSO PROVIDE AND INSTALL ANY SECURITY AND SOUND SYSTEM EQUIPMENT EXCEPT GC TO INSTALL SOUND SYSTEM SPEAKERS. GC ALSO TO PROVIDE BLOCKING AND COORDINATION OF WORK. 8. GC RESPONSIBLE FOR ALL DISTRIBUTION PER DRAWINGS. PROTECT HVAC EQUIPMENT DURING CONSTRUCTION BY SHUTTING OFF DURING CONSTRUCTION ACTIVITY THAT CREATES DUST. GC WILL.HAVE ALL HVAC COMPONENTSrINC4 U,DING DUCTS COMPLETELY CLEANED AND BALANCED AT END OF PROJECT AND INSTALL NEW FILTERS. 9. PROVIDE SHOP DRAWINGS F,OR ALL GC PROVIDED ITEMS iNt4ibiNG,BUTotitti LIMITED TO CASEWORK, GLAZING SYSTEMS, HVAC AND FINISHES. 10. ALL OFFICE FURNITURE WILL BEPROVIDED,AND INSTALLED BY OWNER. GCISVRESPONSIBLE TO HAVE THE SPACE CLEAN AND READY AND PROVIDE ACCESS AND STAGING AREA TO THE FURNITURE INSTALL TEAM 11. GC TO PROVIDE NEW PLUMBING AND FIXTURES PER DRAWINGS. 12. GC TO PROVIDE ALL DOOR HARDWARE AND VERIFY ALL DOORS AND HARDWARE TO BE REUSED IS REFURBISHED AND IN LIKE NEW WORKING CONDITION. INDEX OF DRAWINGS GENERAL: A0.1 A0.2 ARCHTECTURAL: COVERSHEET & VICINTY MAP SAFETY PLAN MEP: A1.0 DEMO PLAN A2.0 NEW WALL PLAN A3.0 FINISH PLAN A4.0 FIXTURE PLAN A5.0 REFLECTED CEILING PLAN A5.1 DATA PLAN A6.0 EXTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS A6.3 INTERIOR ELEVATIONS A6.4 INTERIOR ELEVATIONS A7.0 DETAILS A8.0 FIXTURE DETAILS A8.1 FIXTURE DETAILS M1.0 HVAC PLAN M2.0 SCHEDULES AND DETAILS M3.0 MECHANICAL AND PLUMBING DETAILS P1.0 PLUMBING PLAN P2.0 PLUMBING RISERS AND SCHEDULES E1.1 LIGHTING PLAN E1.2 POWER PLAN E2.1 ELECTRICAL DETAILS E3.1 ELECTRICAL SPECIFICATIONS REVISIONS No changes shall be made to the scope of work without prior approval of Tu:ri.ila B..`ilding Division. t (OTE: Rovisio ns will require a new plan submittal 1 and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ilectricat Cltumbing I Gas Piping Ciiy of Tukwila sun nwi DIVISION FILE COPY Permit No. t71 II- 01l Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co and conditions Is admowledged: n�- By: Date: JI -lb -1) City of Tukwila BUILDING DIVISION PROJECT CONTACTS OWNER / TENANT: AAA WASHINGTON 3605 132ND AVENUE SE BELLEVUE WASHINGTON 98006 CONTACT NAME: DAVE ARMSTRONG (425) 646-2142 DAVEARMSTRONG@AAAWA.COM DESIGNER: 5IVECREATIVE 7309 34TH AVENUE NW SEATTLE, WA 98117 JAMES ADAMS (206) 264-1414 PHONE james@5ivecreative.com ARCHITECT: KEITH SMITH 1725 WESTLAKE AVENUE N. SUITE 210 SEATTLE WASHINGTON 98109 (206) 838-5485 KSMITH@SMITHCO.ORG PROJECT INFORMATION: SITE ADDRESS: 17250 SOUTHCENTER PARKWAY SUITE112,; TAX ASSESSORS #788892-0020 PROJECT DESCRIPTION: WILA WA, 98'188 REMODEL OF EXISTING RETAIL SPACES, COMBINING 2 TO MAKE ONE SPACE, IVO CHANGE IN USE OR OCCUPANCY, ALL WORK TO BE COMPLETED IN COMPLIANCE WITH THE FOLLOWING CODES AND,, REGULATIONS - 2015 INTERNATIONAL BUILDING CODES WITH WA STATE & BELLEVUE AMENDMENTS, • 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE,CODE 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ALL WORK TO BE COMPLETEIN,,COMPLIANawITH THE ACCESSIBLE;; DESIGN AND CONSTRUCTION GUIDELINES OUTLINED IN SBC CHAPTER 11 AND ICC A117.1-2009. ZONING /. LAND USE: TUKWILA URBANCENTER (TUC) PARKING EXISTING PARKING TO REMAIN NO CHANGES TO USE PROPOSED, NO CHANGE. IN PARKING REQUIRED. LANDSCAPING.; NO CHANGE TO.EXIST.:,ING LANDSCAPING WINDOWS AND,. OPENINGS: NO CHANGES -IP EXISTING EXTERIOR: EXISTING STORE -FRONT AND WINDOW GLAZING SYSTEM TO REMAIN EXISTING BUILDING TOTAL AREA: 46,611 SF AREA OF WORK 9,372 SQ. FT. BUILDING HEIGHTS1 STORY, NO CHANGE EXISTING HEIGHT: NO. CHANGE CONSTRUCTION TYPE: V -B SPRINKLERED PRINCIPAL OCCUPANCIES W/ SPRINKLERS: MERCANTILE RETAIL AREA: 3,869 SQ. FT., LOAD FACTOR: 60, 3,869/60 = 64 CONFERENCE ROOMS: 688 SQ.FT., LOAD FACTOR 15, 688/15 = 46 M OCCUPANCY 64 + 46 = 110 PEOPLE BUSINESS: OFFICE 4279 SQ. FT., LOAD FACTOR:100, 4279/100 = 43 BREAK ROOM AREA: 179 SQ.FT. LOAD FACTOR: 15, 179/15 = 12 B OCCUPANCY 43+12 = 55 PEOPLE STORAGE AREA 536 S.F. , LOAD FACTOR 300, 326/300 = 2 PEOPLE MEANS OF EGRESS: 167 OCCUPANTS < 500 OCCUPANTS = 2 EXITS REQUIRED (SBC SECTION 1015.1.1) 2 EXITS PROVIDED 50' MAXIMUM DEAD END CORRIDOR LENGTH (SBC SECTION 1018.4, EXCEPTION 2) COMMON PATH OF EGRESS TRAVEL: (SBC TABLE 1014.3) (A) 75' WITH SPRINKLER SYSTEM EXIT ACCESS TRAVEL DISTANCE: (SBC TABLE 1016.2) (B) 250' MAX WITH SPRINKLER SYSTEM, 146' PROVIDED, 146'< 250' EXIT SEPARATION: MORE THAN 1/3 THE DIAGONAL DISTANCE WITH SPRINKLER SYSTEM (SBC SECTION 1015.2.1, EXCEPTION 2) DIAGONAL: 157'-7" X 1/3 = 52', DISTANCE BETWEEN EXITS 115'.,REQUIREMENT MET. EGRESS SIZING: MEANS OF EGRESS WIDTH SHALL BE SIZED SO THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. ALL EGRESS SIZES TO MEET 1005.3.2 PER IBC TABLE 1020.2 CORRIDORS ARE REQUIRED TO BE 44 INCH MINIMUM WIDTH, PLUMBING REQUIREMENTS: 59 MALE OCCUPANTS, 59 FEMALE OCCUPANTS FIXTURES REQUIRED: -WC - 1 PER 100 M, 1 PER 100 F = 1 M, 1 F REQUIRED, 2 M + 2F PROVIDED, LAV - 1 PER 100 M, 1 PER 100 F = 1 M, 1 F REQUIRED, 1 M + 1F PROVIDED SERVICE SINK INCLUDED PER SBC 2902.5 ONE DRINKING FOUNTAIN SHALL BE PROVIDED FOR THE FIRST 150 OCCUPANTS, THEN ONE FOR EACH ADDITIONAL 500 OCCUPANTS. TWO WATER_ FOUNTAINS PROVIDED ENERGY: ALL SPACES TO BE CONDITIONED ARE EXISTING TO REMAIN, NO CONDITIONED SPACE TO BE ADDED REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 8 2011 qi fY 4f Tukwila BUILDING DIVISION LEGAL DESCRIPTION: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST LINE 657.29 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A"; THENCE CONTINUING SOUTH 01°13'01" WEST 24.50 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88°00'00" WEST 66.05 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 24.50 FEET, AND A CENTRAL ANGLE OF 05°21'39"; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 2.29 FEET; THENCE THENCE SOUTH 86°38'21" WEST 79.96 FEET; THENCE SOUTH 86°24'22" WEST 108.03 FEET; THENCE NORTH 89°34'49" WEST 68.61 FEET; THENCE NORTH 88°00'00" WEST 100.99 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 49.50 FEET, AND A CENTRAL ANGLE OF 10°00'00"; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 8.64 FEET; THENCE SOUTH 82°00'00" WEST 170.24 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 34.50 FEET, AND A CENTRAL ANGLE OF 48°36'52"; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 29.87 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01°09'11" WEST ALONG SAID EAST RIGHT-OF-WAY MARGIN 520.63 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 54°51'46", AND TO WHICH A RADIAL UNE BEARS SOUTH 56°56'42" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 33.51 FEET; THENCE SOUTH 87°55'04" EAST 792.07 FEET; THENCE SOUTH 85°38'26" EAST 80.71 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE SOUTH 87°54'26" EAST ALONG SAID NORTH RIGHT-OF-WAY MARGIN 391.20 FEET TO THE WEST UNE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 01°48'05" EAST ALONG SAID WEST LINE 631.91 FEET; THENCE NORTH 88°00'00" WEST 38.90 FEET; THENCE SOUTH 02°00'00" WEST 31.30 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.50 FEET, A CENTRAL ANGLE OF 36°02'37", AND TO WHICH A RADIAL LINE BEARS NORTH 38°02'37" EAST; THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 22.33 FEET; THENCE NORTH 88°00'00" WEST 613.17 FEET TO THE POINT OF BEGINNING; RECEIVED RECEIVED D CITY OF TUKWILA TOGETHER WITH THAT PORTION OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; COMMENCING AT AFOREMENTIONED POINT "A"; THENCE NORTH 88°00'00" WEST 412.77 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 82°00'00" WEST 180.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 34.50 FEET 67°54'42"; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 40.90 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 01°09'11" EAST ALONG SAID EAST RIGHT-OF-WAY MARGIN 15.71 FEET; THENCE SOUTH 88°00'00" EAST 213.30 FEET TO THE POINT OF BEGINNING; NUV 02 2017 AND A CENTRAL ANGLE OF PERMIT CENTER SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS (EAST ROAD, A PRIVATE ROAD WAY) ACROSS THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT the NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH UNE OF SAID SOUTHEAST quarter, A DISTANCE OF 2678.68 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST LINE 657.29 FEET; THENCE SOUTH 88°00'00" EAST 634.40 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°00'00" EAST 38.90 FEET TO THE WEST LINE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°48'05" WEST ALONG SAID WEST UNE 631.91 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE NORTH 87°54'26" WEST ALONG SAID NORTH MARGIN 35.56 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 34.50 FEET, A CENTRAL ANGLE OF 47°10'53", AND TO WHICH A RADIAL UNE BEARS SOUTH 40°59'40" EAST; THENCE NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 28.41 FEET; THENCE NORTH 01°48'05" EAST PARALLEL WITH AND 24.50 FEET WESItKLY FROM SAID WEST LINE OF THE EAST 659.34 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 546.64 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.50 FEET, AND A CENTRAL ANGLE 3°45' "; THENCE NORTHWESTERLY ALONG SAID CURVE 33.31 FEET; THENCE NORTH 02°00'00" EAST 31.30 FEET TO THE POINT OF BEGINNING; 17 a 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org Z W W Q H = u) W M"Jn W 0 'LU Z F- 1) w z w U D r0 C f- LU d CO CO J co 0 Z 0 z w 2 0 0 \w w 0 M M N N V7 0 > a) fY N COVERSHEET SOUTHCENTER PARKWAY EXISTING SHARED PARKING TO REMAIN, NO CHANGES CONF. 105 SQFT CONF. 123 SQFT FIRE EXTG. CONF. 171 SQFT RETAIL SPACE-- GROU_P;'M 3869 SQ.FT. RETAIL OCCUPANT LOAD FACTOR: 60 = 64 PEOPLE 688 SQ.FT. CONFERENCE ROOMS LOAD FACTOR: 15 = 46 PEOPLE M OCCUPENT LOAD TOTAL: 64+46=110 DIAGONAL DISTANCE 142' COMMON PATH OF TRAVEL 26'<100' FIRE EXTG. FIRE. EXTG. OFFICE OFFICE SPACE - GROUP B 4279 SQ.FT. OFFICE OCCUPANT LOAD FACTOR: 100 = 43 187 SQ.FT. BREAK ROOM OCCUPANT LOAD FACTOR: 15 = 12 OCCUPENT LOAD TOTAL: 55 BREAK ROOM 181 SF @ 15 = 12C / 11 OVPRHEAD 2" WATER MINKLER BLVD (j) STORAGE STORAGE 536 SQ.FT. GROUP S OCCUPANT LOAD FACTOR: 300 OCCUPANT LOAD: 2 (51 SAFET SCALE: 3/32"=1' - SYMBOL KEY: FIRE EXTINGUISHER EXIT PATH QD1 ILLUMINATED EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING - SEE SHEET E1.1 FOR EMERGENCY LIGHTING AND FIRE ALARM DEVICE INFORMATION - EMERGENCY POWER FOR ILLUMINATION SHALL BE PROVIDED IN ACCORDANCE WITH IBC 1008.3. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. EMERGENCY LIGHTING SHALL PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. FETIT SEPARATION -DIAGONAL DISTANCE: 142' - 1/3RD THE DIAGONAL BETWEEN EXITS FOR A BUILDING WITH SPRINKLERS - MINIMUM DISTANCE OF SEPARATION 47' -126' PROVIDED - COMMON PATH OF TRAVEL 26' <100' FOR BUILDING WITH SPRINKLERS FIRE SAFETY NOTES -REVISE/EXTEND THE BUILDING AUTOMATIC SPRINKLER AND FIRE ALARM SYSTEMS AS NECESSARY TO PROVIDE COMPLETE AND CONTINUOUS PROTECTION. FOR REVISIONS INVOLVING MORE THAN 6 DEVICES PER SYSTEM, SUBMIT SHOP DRAWINGS FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION. PROVIDE SPRINKLER PROTECTION THROUGHOUT THE PROJECT AREA. PROTECTION SHALL BE LIGHT HAZARD AND BE PROVIDED BY QUICK RESPONSE TYPE SPRINKLERS. PROVIDE AUDIBLE FIRE ALARM THROUGHOUT AND VISIBLE FIRE ALARM IN ALL PUBLIC AND COMMON USE AREAS. PROVIDE A CLASS 2A FIRE EXTINGUISHER FOR EVERY 6,000 FT2 OF LIGHT HAZARD OCCUPANCY. VERIFY THAT ALL PORTIONS OF THE BUILDING ARE WITHIN 75 FEET TRAVEL TO A FIRE EXTINGUISHER. -NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, TORCH CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLITION WORK. -IN AREAS STAYING IN OPERATION DURING CONSTRUCTION THE EGRESS, FIRE PROTECTION SYSTEMS, AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF FIRE CODE . CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR ARE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED. THIS INCLUDES DEMOLITION WORK AND ALSO APPLIES TO NEIGHBORING SPACES, ARFAS, FLOORS, AND RUILDIN( S M I 7 0160 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 8 2017 City of TUI ills BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2017 PERMIT CENTER 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org 0 c ao ai rn > Q cu 0 i M a) ra • CV a) M U) U) W Q >_ I1 W W Z Wo is =o Q D Oc4 N J 0 W O a DEVELOPMENT DRAWINGS ISSUE DATE: LU U Li) co m CO Ful Z Z Y 0 W 2 0 0 0 N a) T N SPRINKLER NOTES A.LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY THE TENANT TO MODIFY, INSTALL SYSTEM AND PREPARE CONTRACTS DOCUMENTS FOR CODE AND LANDLORD'S INSURER APPROVAL. B.ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. C.ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. D.SPRINKLER CONTRACTOR SHALL INCLUDE A REFLECTED CEILING PLAN WHICH REVEALS THE LOCATION OF ALL THE RELEVANT EXISTING SPRINKLER HEADS, LIGHT FIXTURES, AIR SUPPLY DIFFUSERS, RETURN GRILLES AND EXISTING ITEMS, SUCH AS DUCTWORK THAT MIGHT DEFLECT SPRINKLER'S SPRAY PATTERNS. VERIFY HEIGHT OF SPRINKLER HEADS ABOVE STORAGE PLATFORMS. E. SPRINKLER CONTRACTOR SHALL PROVIDE A SPRINKLER DESIGN AND AN INSTALLED SYSTEM ACCORDING TO NFPA 13. F. STORAGE HEIGHT SHALL BE A MINIMUM OF 18" BELOW THE SPRINKLER HEAD. THE REAR STORAGE WALLS SHALL BE MARKED TO INDICATE STORAGE HEIGHT, MAINTAINING THE 18" BELOW THE SPRINKLER HEADS. GENERAL NOTES: A. INSTALL VOLUME DAMPER IN DUCT TAKE -OFF TO EACH DIFFUSER, GRILLE, AND REGISTER. B. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. CONTRACTOR MAY, AT HIS OPTION, REPLACE RECTANGULAR DUCTWORK SHOWN WITH ROUND, SPIRAL DUCT OF EQUIVALENT CAPACITY. C. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN CONCEALED IN SUSPENDED CEILING SPACES AND IN SHAFTS PROVIDED UNLESS NOTED OR INDICATED OTHERWISE. D. VERIFY ALL DUCT CONNECTION SIZES TO FANS, COILS, AND EXISTING DUCTWORK. E. COOPERATE WITH THE OTHER TRADES TO ELIMINATE ANY CONFLICTS BETWEEN PIPING, DUCTWORK, STRUCTURAL, ELECTRICAL WORK, ETC. F. DIFFUSER, REGISTER, AND SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS. G. ALL SQUARE DIFFUSERS SHALL HAVE THE AIR VOLUME EQUALLY IN FOUR DIRECTIONS UNLESS INDICATED OTHERWISE. H. MECHANICAL CONTRACTOR TO VERIFY RATINGS OF ALL WALLS WITH ARCHITECTURAL DRAWINGS. SEAL PIPE PENETRATIONS TO MATCH THE WALL RATINGS. PROVIDE ALL SUPPLY AND RETURN DUCTS PASSING THROUGH FIRE RATED WALLS WITH APPROVED FIRE DAMPERS. I. RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSERS NECK SIZE. J. TENANTS CONTRACTORS SHALL VERIFY WITH HVAC PLAN TO COORDINATE THE REQUIREMENT OF PLENUM RATED FIXTURES, PIPING, WIRING, ETC. FAILURE TO DO SO COULD RESULT IN THE REMOVAL AND REPLACEMENT OF THESE ITEMS AT NO ADDITIONAL COST TO THE TENANT - NO PVC PIPING ALLOWED IN PLENUM. K. CONTRACTOR SHALL STENCIL TENANT NAME AND SPACE NUMBER ON UNIT. L. THE TENANTS MECHANICAL CONTRACTOR SHALL GO TO THE SITE AND VERIFY THE SIZE, DESIGN, SUPPORT AND LOCATION FOR ALL EXISTING AND FUTURE MECHANICAL EQUIPMENT AND UTILITY TAPS PRIOR TO ANY EQUIPMENT ORDERING, WORK, DUCTWORK FABRICATION ETC. NOTIFY THE TENANTS PROJECT MANAGER OR PROJECT ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES. FAILURE TO DO SO COULD RESULT IN EQUIPMENT AND/OR MATERIALS REPLACEMENT AT NO ADDITIONAL EXPENSE TO THE TENANT. M. ALL EQUIPMENT, INSTALLATIONS, AND MATERIAL SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES AND LANDLORD CRITERIA. N. REMOVE ALL UNUSED PIPING, DUCTWORK, AND ACCESSORIES - DO NOT ABANDON. 0. VERIFY LOCATION OF ANY PENETRATION THRU ROOF WITH LANDLORD. ALL ROOF PENETRATIONS, PATCHING, AND FLASHING SHALL BE BY LANDLORD'S ROOFER AT MECHANICAL CONTRACTOR EXPENSE. P. PRIOR TO OCCUPANCY OF THE PREMISES, GENERAL CONTRACTOR IS REQUIRED TO PROVIDE AN AIR BALANCE REPORT. A MALL APPROVED, INDEPENDENT, CERTIFIED AIR -BALANCE COMPANY MUST PERFORM THE TEST REPORT. PROVIDE COPY TO MALL OPERATIONS DIRECTOR. TRANSFER FAN SCHEDULE EQUIP NO MANUF. MODEL NO TYPE CFM EXT SP HP RPM TIP SPEED DRIVE VOLT/ PHASE ACCESSORIES ACCESSORIES NO UNIT WEIGHT (LBS) TOTAL SENSIBLE INPUT SP (INPUT WATTS) RTU -1 SPEED VERTICAL PHASE TF -1 GREENHECK SQ -120 -VG INLINE 1300 0.5 1/2 1433 4925 DIRECT SEE ELEC 1, 2 SEE ELEC 1, 2, 5, 6 EF -2 GREENHECK G -80 -VG PRV 275 0.5 1/10 1619 -- ACCESSORIES: WITH SPEED DIAL MOUNTED ON MOTOR. REVERSE ACTING THERMOSTAT IN SERVER ROOM. 1. VARI-GREEN MOTOR 2. FAN CONTROLLED BY EXHAUST FAN SCHEDULE MARK EQUIP MANUF. MODEL NO TYPE CFM EXT HP RPM TIP DRIVE VOLT/ ACCESSORIES NO UNIT WEIGHT (LBS) TOTAL SENSIBLE INPUT SP (INPUT WATTS) RTU -1 SPEED VERTICAL PHASE 0.5 3000 EF -1 GREENHECK G -130 -VG PRV 1440 0.5 1/2 1421 -- DIRECT SEE ELEC 1, 2, 5, 6 EF -2 GREENHECK G -80 -VG PRV 275 0.5 1/10 1619 -- DIRECT SEE ELEC 1, 3, 5, 6 EF -3 GREENHECK SP -80 -VG CEILING 80 0.25 (6.1) 935 -- DIRECT SEE ELEC 1, 3, 4 EXIST. ACCESSORIES: EXIST. EXIST. 1. EC MOTOR WITH SPEED CONTROLLER ON MOTOR. EXIST. 2. INTERLOCK WITH RTU -3 -EX. YORK ZFO60 3. FAN TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. 5.0 4. PROVIDE CLASS I, LOW LEAKAGE MOTORIZED DAMPER ON EXHAUST DUCTWORK DOWNSTREAM OF EXHAUST FAN. DAMPER SHALL BE 2000 INTERLOCKED WITH FAN MOTOR TO OPEN WHEN FAN IS ENERGIZED, AND CLOSE WHEN FAN IS DE -ENERGIZED. PROVIDE ALL CONTROL 76.8F DB 63.8 WB ® 92F AMBIENT COMPONENTS, TRANSFORMER, ETC. AS REQUIRED FOR DAMPER OPERATION. COORDINATE WITH ELECTRICAL CONTRACTOR. EXIST. 5. PROVIDE CLASS I, LOW LEAKAGE MOTORIZED DAMPER. DAMPER SHALL BE INTERLOCKED WITH FAN MOTOR TO OPEN WHEN FAN IS EXIST. ENERGIZED, AND CLOSE WHEN FAN IS DE -ENERGIZED. PROVIDE ALL CONTROL COMPONENTS, TRANSFORMER, ETC. AS REQUIRED FOR EXIST. DAMPER OPERATION. COORDINATE WITH ELECTRICAL CONTRACTOR. 1, 2 6. PROVIDE ROOF CURB AND BIRDSCREEN. KEY NOTES: O1 EXISTING GAS HEAT ROOFTOP UNIT TO BE REUSED - SEE SCHEDULE FOR AIR BALANCE AND REFURBISHING REQUIREMENTS. VERIFY EXISTING DUCT SMOKE DETECTOR, PROVIDE NEW IF REQUIRED. VERIFY EXACT LOCATION ON SITE. O2 EXHAUST FAN PROVIDED BY CONTRACTOR. EXTEND NEW 6"0 DUCT FROM THE EXHAUST FAN UP THRU ROOF TO GOOSENECK WITH BIRD SCREEN. O3 EXHAUST FAN PROVIDED BY CONTRACTOR - REMOVE EXISTING EXHAUST FAN, CURB, ASSOCIATED DUCTWORK AND THERMOSTAT, AND PROVIDE NEW EXHAUST FAN ON NEW CURB AS SCHEDULED. • RELOCATE EXISTING THERMOSTAT TO LOCATION SHOWN - MOUNTED AT 4'-0" A.F.F. CONFIRM OPERATION OF EXISTING THERMOSTAT PRIOR TO REUSE. O5 INSTALL NEW SPIN -IN TAKE OFF IN SUPPLY AIR DUCTWORK. PROVIDE MANUAL VOLUME DAMPER. (TYPICAL FOR ALL) O FLEX DUCT 5'-0" MAX LENGTH. TYPICAL FOR ALL. 7O RELOCATE EXISTING DIFFUSER AS SHOWN. EXTEND NEW DUCTWORK TO NEW LOCATION. O8 SUPPLY AIR DUCTWORK TO BE INSTALLED AS HIGH AS POSSIBLE. COORDINATE EXACT ROUTING AND HEIGHT OF STRUCTURE IN FIELD. O9 SUPPLY AIR DUCTWORK TO BE INSTALLED ABOVE GLOBE CEILING ELEMENT. COORDINATE HEIGHT WITH ARCHITECTURAL SHEETS. 10 18/26 RA OPENING ON TOP OF DUCT. COVER OPENING WITH 1/2" X 1/2" WIRE MESH. 11 CONNECT NEW DUCT TO EXISTING DUCT DROP WITH TRANSITION - DO NOT "HARD TAP" DROPS FROM UNIT. VERIFY EXISTING DROP SIZE IN FIELD. 12 SERVICE AND CLEAN EXISTING WALL HEATER TO REMAIN. REPLACE AND REPAIR UNIT COMPONENTS AS REQUIRED TO MAKE UNIT FULLY FUNCTIONAL, INCLUDING BUT NOT LIMITED TO: FAN, BEARINGS, MOTOR, ELEMENTS, OPERATING AND SAFETY CONTROLS. 13 AS EXHAUSTSCHEDFAULEDN P. ROVIDED BY CONTRACTOR - NEW EXHAUST FAN ON NEW CURB 14 RETURN AIR GRILLE CONNECTION SHALL BE GALV. SHEET DUCT. FLEX DUCT IS NOT ACCEPTABLE (TYPICAL). 15 CONTRACTOR MAY, AT THEIR OPTION, REUSE EXISTING SUPPLY OR RETURN AIR DUCTWORK IN SPACE, PROVIDED IT IS OF EQUIVALENT SIZE TO NEW DUCTWORK SHOWN, AND PROVIDED IT IS ROUTED AS HIGH AS POSSIBLE. CONTRACTOR SHALL REMOVE ALL UNUSED PORTIONS OF EXISTING DUCTWORK. 16 ALL EXPOSED SUPPLY DUCTWORK IN SALES AREA MUST BE ROUND SPIRAL. SQUARE DUCT IS NOT APPROVED. ROUND SPIRAL SHALL BE SINGLE WALL, GALVANIZED STEEL, SPIRAL LOCK SEAM CONSTRUCTION. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHATIZED FINISH ("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. 17 EXISTING SUPPLY DUCT TO REMAIN. VERIFY SIZE AND ROUTING IN FIELD. 18 NEW TRANSFER FAN. HANG FROM STRUCTURE ABOVE WITH VIBRATION ISOLATORS AS HIGH AS POSSIBLE. VERIFY EXACT LOCATION IN FIELD, LOCATION ON DRAWINGS IS APPROXIMATE ONLY. 19 PROVIDE REVERSE ACTING THERMOSTAT FOR TF -1. MOUNT AT 48" A.F.F. - THERMOSTAT SHALL BE SET TO 80'F. UPON A RISE IN ROOM TEMPERATURE ABOVE THE SETPOINT THE FAN SHALL ENERGIZE AND CONTINUE TO RUN UNTIL ROOM TEMPERATURE DROPS BELOW SETPOINT. Qo EXTEND TRANSFER AIR DUCT OF SIZE SHOWN BETWEEN TRANSFER GRILLES. TRANSITION AS REQUIRED. LINE DUCT WITH 1" ACOUSTIC LINER. 21 SERVICE AND CLEAN EXISTING FAN AND ASSOCIATED DUCTWORK TO REMAIN. REPLACE AND REPAIR UNIT COMPONENTS AS REQUIRED TO MAKE UNIT FULLY FUNCTIONAL, INCLUDING BUT NOT LIMITED TO: FANS, BELTS, BEARINGS, DAMPERS, MOTORS, OPERATING AND SAFETY CONTROLS. Q RELOCATE EXISTING THERMOSTAT TO LOCATION SHOWN - MOUNTED ON CEILING. CONFIRM OPERATION OF EXISTING THERMOSTAT PRIOR TO REUSE. EXISTING ROOFTOP UNIT SCHEDULE (GAS HEAT/ELEC. COOL) MARK MFG/ MODEL DISCHARGE TONS ESP CFM OUTSIDE AIR CFM ENTERING AIR CONDITIONS GROSS COOLING CAPACITY (MBH) EER CO ARI HEATING CAPACITY AFUE % ELECTRICAL ACCESSORIES UNIT WEIGHT (LBS) TOTAL SENSIBLE INPUT OUTPUT VOLT/PH/HZ RTU -1 YORK DF090, VERTICAL 7.5 0.5 3000 1055 79.4F DB 64.4 @ 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -2 YORK DF090 VERTICAL 7.5 0.5 3000 485 77.7E DB 64.3 WB © 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -3 YORK DM036 VERTICAL 3.0 0.5 1440 15 79.4E DB 64.4 WB © 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -4 YORK ZFO60 VERTICAL 5.0 0.5 2000 170 76.8F DB 63.8 WB ® 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. NOTE: MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR OF THE EXISTING ROOF TOP UNIT AND ITS ACCESSORIES AS FOLLOWS, BUT ARE NOT LIMITED TO: CLEAN ALL COILS, THE FILTERS AND BELTS, INSPECT, REPAIR OR REPLACE DRIVES, FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER ITEM NECESSARY FOR A COMPLETE AND OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE PRIOR TO BIDDING AND VERIFY ALL EXISTING SITE CONDITIONS. WORK, EQUIPMENT, AND ACCESSORIES TO BRING EXISTING SYSTEM TO GOOD WORKING CONDITION SHALL BE COVERED UNDER CONTRACTOR'S ORIGINAL BID AND AT NO ADDITIONAL CONTRACTOR SHALL VERIFY ALL ON SITE CONDITIONS PRIOR TO BID. I 1. THE REPLACE PROPER 2. ALL EXPENSE. B-12Xe B -12X8 IN24X1 12X8 200 -12X8 B -12X8 o A n A 0 B -12X8 C 250 135 17 iiiIItJ! stci '1 ' N .igrafilliEl'il*I.MAIIIII11911e-Nb. ikommamous * 5111 IUi 1,,1111, �r�':51 0 5 Ire 0 MEI . 1111 of® i • II .1.,. II II •� iioiiioiiiiii� ® 1 440 111111i 1511121 MEIN wigs Rik 211 row,. 1210 E- -11(1111 ...�_�+ill►� �II11 %' Via■ ■�■�112* j-24Y,12 -ijt%l ( 21=� (!? D -24X24 E -24X1 DIFFUSER, GRILLE & REGISTER SCHEDULE DIFF. TAG MOUNTING TYPE DESCRIPTION FINISH MANUF MODEL NO SIZE NOTES: A LAY -IN SUPPLY WHITE TITUS TMS 24" X 24" 1 B DUCT MOUNT SUPPLY WHITE TITUS 300RS AS SHOWN 3 C EXISTING SUPPLY/RETURN EXISTING EXISTING EXISTING EXISTING 5 D LAY -IN RETURN WHITE TITUS 50F AS SHOWN 2 E LAY -IN TRANSFER WHITE TITUS 50F AS SHOWN 2 F LAY -IN EXHAUST WHITE TITUS 350RL 12" X 12" 4 G SURFACE TRANSFER/EXHAUST WHITE TITUS 350RL AS NOTED 4 NOTES: AIR DIFFUSER WITH OPPOSED BLADE DAMPER. X 1/2" X 1/2" EGGCRATE RETURN/TRANSFER AIR GRILLE. DEFLECTION SUPPLY AIR REGISTER WITH INTEGRAL OPPOSED BLADE DAMPER. DEFLECTION GRILLE. SUPPLY DIFFUSER/RETURN GRILLE TO REMAIN - REBALANCE AS SHOWN. BRING TO 'LIKE -NEW' CONDITION - WITH LIKE MODEL AS REQUIRED PER SITE CONDITIONS. 1. SUPPLY 2. 1/2" 3. DOUBLE 4. 35' 5. EXISTING REPLACE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 082017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2011 PERMIT CENTER Mt7o1&O DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 ai -v N M M 0 co DEVELOPMENT DRAWINGS PLOT DATE: x x X XwwO Eu >- C13 CO} Q W m w Z Z Y wO 0 tnoQU z 0 U 0 N 0 N BALANCING DAMPER WITH LOCKING QUADRANT FLEXIBLE DUCT, 6'-0" MAXIMUM LENGTH, MAXIMUM ALLOWABLE OFFSET FROM CENTERLINE TO BE HALF OF NECK DIAMETER ROUND RIGID DUCT DIFFUSER N OTE: CONICAL TAKEOFF WORM DRIVE CLAMPS OR DRAWBANDS AND ADHESIVE -5' FLEXIBLE DUCT SUPPLY DUCT izz-- 1. TOP DETAIL IS TO BE FOLLOWED WHEN CENTERLINE OF DIFFUSER IS UNDER THE DUCT ENOUGH TO PERMIT A BOTTOM TAKEOFF WITH A FLEXIBLE DUCT OFFSET OF LESS THAN HALF THE NECK DIAMETER. BOTTOM DETAIL TO BE USED IN ALL OTHER CASES CEILING DIFFUSE RUNOUT DETAIL NO SCALE SEAL DUCTWORK WATER -TIGHT GOOSENECK COUNTER FLASHING BY MECHANICAL CONT. :\ CURB FURNISHED BY MECHANICAL CONT. TO THE GENERAL CONTRACTOR FOR INSTALLATION. 24" EXHAUST DUCT W/ EXTERNAL INSULATION DIAMETER SEE PLAN QCOOSENECK VENT THRU ROOF NO SCALE BIRDSCREEN VENTILATION CALCULATION Office Area SUPPLY AIR Occupant density = 5/1000 sq.ft. RETURN AIR 4* -4•-- EXHAUST AIR Subtotal 3 Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 (Subl+Sub 2) 106 1820 0.06 109 x3-7150 TYPE - NECK SIZE 9 5 45 154 0.8 193 122 895 0.06 54 X-10 TYPE - NECK SIZE 4 5 20 74 0.8 93 Conference rooms Occupant density= 50/1000 sq.ft. "TYPE ' X- - NECK SIZE Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 1MD People CFM/person Subtotal 2 Subtotal 3 101 100 0.06 6 1FDe. 5 5 25 31 0.8 39 102 245 0.06 15 Q THERMOSTAT 12 5 60 75 0.8 94 103 120 0.06 7 6 5 30 37 0.8 46 104 105 0.06 6 5 5 25 31 0.8 39 107 35 0.06 2 2 5 10 12 0.8 15 108 60 0.06 4 3 5 15 19 0.8 24 123 105 0.06 6 5 6 30 36 0.8 45 124 115 0.06 7 6 5 30 37 0.8 46 Sales 1 Occupant density =15/1000 sq.ft. Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 Subtotal 3 100 3340 0.12 401 50 7.5 375 776 0.8 970 Warehouse/storage Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 Subtotal 3 111 300 0.06 18 18 0.8 23 118 95 0.06 6 6 0.8 8 119 200 0.06 12 12 0.8 15 Corridor Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 Subtotal 3 110 345 0.06 21 21 0.8 26 120/121 415 0.06 25 25 0.8 31 Print Occupant density = 4/1000 sq.ft. Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 Subtotal 3 105 95 0.06 6 1 5 5 11 0.8 14 Print exhaust Total OA for entire space (CFM) 1721 Room Tag Area (sq.ft.) CFM/sqft Total Total OA provided to space (CFM) 1725 105 95 0.5 48 exhaust I Mop sink room exhaust Room Tag Area (sq.ft.) CFM/sqft Total 117 40 1 40 exhaust Toilet room exhaust Room Tag Fixture CFM/ fixture Total 112-115 4 50 200 exhaust Kichenette exhaust Room Tag Area (sq.ft.) CFM/sqft Total 109 185 1 185 exhaust SLEEVE 16 GAUGE FOR ALL DUCTS UNDER 24" HEIGHT AND 36" WIDTH, ALL LARGER DUCTS USE 14 GAUGE. 1/8" MAXIMUM VOID BETWEEN SLEEVE AND STRUCTURE PROVIDE SHEET METAL EXTENSION OF EQUAL OR GREATER GAUGE AS DUCT - r`.. aiiiiiiiiiiAL RETAINING MINIMUM ANGLE 1-1/2"x 1-1/2"x1/8", 14 GAUGE. ANGLE 1" MINIMUM AND COVER CORNERS OF OPENINGS. SECURE ANGLE TO SLEEVE ONLY ON 8" CENTERS WITH #10 STEEL SCREWS. SECURE FIRE DAMPER TO SLEEVE ON 8" CENTERS WITH #10 STEEL SCREWS. SCREWS MUST NOT INTERFERE WITH DAMPER OPERATION. FIRE DAMPER CENTERED IN SLEEVE FLAT DRIVE (TYPICAL SIDES) S -SUP (TYPICAL TOP AND BOTTOM) -1 SLEEVE MUST EXTEND 6" MINIMUM PAST BOTH SIDES OF STRUCTURE FIRE DAMPER DETAIL NO SCALE PROVIDE ACCESS DOOR WITH "FIRE DAMPER" LABEL. LOCATE ON SIDE OR BOTTOM OF DUCT. DOOR SIZE MUST PERMIT ACCESS AND RESETTING TO EACH DAMPER SECTION. MECHANICAL SYMBOLS LEGEND 4N S-® EXHAUST DUCT DOWN, NEGATIVE PRESSURE SUPPLY AIR 41-N RETURN AIR 4* -4•-- EXHAUST AIR FLEXIBLE DUCTWORK CONNECTION TO UNIT DI-4Jr STANDARD BRANCH, NO SPLITTER - S1 ; SUPPLY FLOW TO RIGHT - Ltid RETURN/EXHAUST FLOW TO LEFT SUPPLY DIFFUSER/REGISTER BLANKOFF INDICATED SHADED S s BELLMOUTH WITH BALANCING DAMPER JP:T x3-7150 TYPE - NECK SIZE ��I FLEXIBLE DUCT ,v SUPPLY DIFFUSER DIFFUSER AIRFLOW (CFM) X-10 TYPE - NECK SIZE Li RETURN GRILLE/REGISTER 200 RETURN AIRFLOW (CFM) + 16 TURNING VANES "TYPE ' X- - NECK SIZE EXHAUST GRILLE/REGISTER C\ 10$ EXHAUST AIRFLOW (CFM) 4 r 4 MANUAL VOLUME DAMPER DUCT TRANSITION 1MD �S-S CONCENTRIC •. MOTORIZED DAMPER 1 1FDe. s--11,.--5 ECCENTRIC DUCT TRANSITION . FIRE DAMPER & ACCESS PANEL i 0 SMOKE DETECTOR Q THERMOSTAT �►-gr.1 s-® SUPPLY DUCT UP, POSITIVE PRESSURE EXISTING DUCT TO REMAIN 4---T1 S ---N RETURN DUCT UP, NEGATIVE PRESSURE i 1. EXISTING DUCT TO BE REMOVED 4N S-® EXHAUST DUCT UP, NEGATIVE PRESSURE 0 POINT OF CONNECTION, NEW TO EXISTING 4 POINT OF DISCONNECTION S-® SUPPLY DUCT DOWN, POSITIVE PRESSURE ricl s. ---IS RETURN NEGATIVE DUCT DOWN, PRESSURE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2017 PERMIT CENTER M1.7 016Q i DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB •dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 Ial w rt Q w w I- w Z CD wQ 0 nN. < (1) CO z_ 0 z w 2 0 0 w w 0 0 N Cr) PLOT DATE X X X w w In o Qwm w Z Z W U 2 0 0 U N 0 .N a� N SION 15000 - MECHANICAL TION 15001 - BASIC MECHANICAL REQUIREMENTS GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS ONTR CTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. TION 15002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE TENANT PROJECT MANAGER, AS REQUIRED. 2. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. TION 15003 - CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. TION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. TION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE SUB -CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. TION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY TENANT'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. TION 15007 - RECORD DRAWINGS THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO TENANT'S PROJECT MANAGER. TION 15008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND TENANT'S PROJECT MANAGER. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGER. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV' FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 15012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED. DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) SECTION 15301 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB -IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR TENANT'S INSURANCE CARRIER. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. DIVISION 15400 - PLUMBING SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING VENTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15402 MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. B. SANITARY PIPING 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB -AND -SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. 3. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD. 4. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: SOLVENT WELD WITH SOLVENT CEMENT. 5. COPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L", HARD TEMPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. 6. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. 8. INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR USE BY THE LANDLORD. C. POTABLE WATER PIPING 1. COPPER TUBING (BELOW GRADE): ASTM B88, TYPE "K" SOFT COPPER, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. 2. COPPER TUBING (ABOVE GRADE): ASTM B88, TYPE "L" HARD DRAWN WITH SWEAT JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. D. PIPING OF DISSIMILAR METALS MUST BE DI -ELECTRICALLY SEPARATED. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 CO 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W WHITE "HANDI LAV GUARD" INSULATION KIT TO COMPLY WITH ADA REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SMITH "HYDROTROLS", INSTALLED IN AN UPRIGHT POSITION. H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING INSTALLED AND BE SPADED Al A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. K. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A GAS COCK, PRESSURE REGULATOR (IF REQUIRED) DIRT LEG, UNION CONNECTION, TO EACH PIECE OF EQUIPMENT. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH RUST -INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF GAS METER AND REGULATOR COSTS IN BID. DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING SECTION 15501 - SUMMARY OF WORK. A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. (4) EXISTING ROOFTOP UNITS, (3) NEW EXHAUST FANS, NEW TRANSFER FAN, SUPPLY, RETURN AND EXHAUST DUCTWORK WITH ALL CONTROLS AND ACCESSORIES SPECIFIED. 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR DAMAGE AND FILING OF ANY CLAIM FORMS. REFER TO RESPONSIBILITY SCHEDULE AND AIR DEVICE SCHEDULE ON PLANS. 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15502 - MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH H SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT SEALER OR EQUAL. 4.A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION. INSTRUCTIONS. 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED JUST PRIOR TO DEVICE CONNECTION. C. MEDIUM PRESSURE DUCT 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO -LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM. H. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED/INDIRECTLY CONDITIONED SPACE (INCLUDING CONCEALED DIFFUSER BACKS) SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE REQUIRED. 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : FLEXIBLE GLASS FIBER DUCT LINER: 1/2 INCH THICK 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 2" THICK, 1 LB. DENSITY (R=6.0) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. L. TESTING, ADJUSTING, AND BALANCING 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IF A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY WITH AN APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO OWNER AND LANDLORD. 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE BALANCE REPORT SHALL BE ON THE MBC NATIONAL STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: e 2.A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. 2.B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 2.D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. 2.E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. 2.F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. 2.G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3 -WAY OR 2 -WAY. 2.K. FINAL BALANCED GPM AT ALL UNITS FOR CHILLED/HOT/CONDENSER WATER WHEN APPLICABLE. 2.L. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPLICABLE. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPLICABLE. 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S "START UP CHECK LIST". ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO TENANT'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO TENANT AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: 5.A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. 5.B. EQUIPMENT OPERATION AND . MAINTENANCE MANUALS. 5.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD -DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING. COMMENTS. 5.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. M�� REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 2 2017 PERMIT CENTER PR I DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 NW tom. D C L.6.� LLI W o0 i- w Z U a) W� Q N> Dis3W () DEVELOPMENT DRAWINGS PLOT DATE: X >G X Xwco wwcO� >- m m cow zz S2 0 W 2 000 ISSUE [ 0) 0 N CD J z Q 0O 0 Z F - Z 0 cp Q Q Z U Q LUJ U I0