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HomeMy WebLinkAboutPermit M11-104 - WESTFIELD SOUTHCENTER MALL - PANDORA JEWELRYPANDORA JEWELRY 516 SOTJTHCENTER MALL Mi 1 -104 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 9202470010 Address: 516 SOUTHCENTER MALL TUICW Project Name: PANDORA JEWELRY Permit Number: M11 -104 Issue Date: 08/25/2011 Permit Expires On: 02/21/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STEPHEN WOOD Address: 1124 EASTLAKE AV EAST, STE 201 , SEATTLE WA 98109 Email: stephenw @sabarch.com Contractor: Name: SHRADER & MARTINEZ CONST INC Address: 160 DRY CREEK RD , SEDONA AZ 86336 Contractor License No: SHRADMC070BC Phone: 206 957 -6400 X 205 Phone: Expiration Date: 01/12/2013 DESCRIPTION OF WORK: ADD NEW PACKAGED ROOFTOP HEAT PUMP TO SERVE RETAIL AREA AND BACKROOM AS WELL AS NEW EXHAUST FROM RESTROOM INTO EXISTING TOILET EXHAUST. Value of Mechanical: $12,000.00 Type of Fire Protection: SPRINKELRS /AFA Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $330.56 International Mechanical Code Edition: 2009 Lat Date: 9- 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: Date: 75 — Print Name: .- 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 M11-104 Printed: 08 -25 -2011 . • PERMIT CONDITIONS Permit No. M 11 -104 1: ** *BUILDING DEPARTMENT CONDmONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IMC -4110 M11 -104 Printed: 08 -25 -2011 CITY OF TUK LA Community Deve ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Pe. No. I W Mechanical Permit No. 1 1� Plumbing/Gas Permit No. Public Works Permit No. Project No. Applications and plans mist be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Prirt* * SITE LOCATION Site Acidness: SoQ-trt LEtZE rL King Co Assessor's Tax No.: I 0 0 1 0 Suite Number. r1 FD $ Floor. 1 Mutt Nary 'tk N i0 0 lZ A -S t^1 E L'k Y New Tarat 14 Yes ❑ .. No Property Owners Name: 1'E S-T FZ. -19 So V -r( c tat TEA. Mailing Address: c vJ-t+E 2 S E. Al' T L E Wit 1 g l B s City State Zip CONTACT PERSON - a+rtncbvre contact vrirar3ar penult is reedy bbeissued Name: S 2t. P v( r W.000 Mailing Address: i 1214- E. AST (....104. E d E P u t t 4 S T 6V`1E tot E -Mail Address. S T 1'v t rJ kL e0 S A, MC1-t , c ovM Day Telephone: Zo 6 `'M 7- (, 4- o o X Z o SEAT -ILE IA 4 le 109 city State Zip Fax Number: 1--O C.. 9 q 7 (0 4-04- GENERAL C O N T R A C T O R I N F O R M A T I O N - (CLflnKgr h t u r >etimliirMedrsical ( p g 4 ) f u r ga and Gas Piping (pg5)) Company Name: S K ILA L 2 1-1 fl tz-r { r �. Mailing Address: 1(DV Dry C C-14 1Z6 5ed o City Conte Pelson: M i kE C °O k-- Day Tel E -Mail Address: M Coo at) 5 Re-APE-a- M R (t T i aJ S co PI Fax Number: Cormacbor Registration Numbs %1 b 1`1 C O 7' 06C. Expiration Date: Stite Zip `tag 28Z 7 f - c(Z.8 Wit- 37L& / t 2-/.6 L hi ARCHITECT OF RECORD - AIlplans mist he stamped byArd afReoord Company Name: Mailing Address: Contact Person: E -Mail Address: S004- rc.ttcTE S A s-r LA t&-G E q S T -cE 1.‘1t)130 -1-E.4)14E.J 14 ->s 5A6 A2LK , cva-'t City 0116 20 I SEAT-tc.E k*\f} a g to y Slate Zip Day Telephone: Z tC. `l 07 64-0b KZ-0F F a x Number: Zo ( Q 15 7 - q- 0 4- ENGINEER OF RECORD - AB plans mist he skimped byF reerafIaeoad Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip HAApplira2ims\For s- Applirattor s On Wc\2010 ApplicatiorsV -2010 - Permit Appliratlon.doc Revised: 7 -2010 Page 1 of 6 BUILDING PERMIT INFORMATION - a05113135iv Valuation of Project (ms's bid pd. $ t 5O c1C)Q ExistmgSding Valuation: $ (9" 14'1 t{- lei ioo Scope of Work (please provide detailed inforration): ct S 12_ r $P4 L 20o r( F 2- J et--3 S To S -rev C TJ Q A t_ V,J 5 1) TE 2i o ✓L LW 4NiC.AL, ELt�c-t/L(C4L j '=3 ? kLE2 F:1E At-A -P-( Wo✓L1L -`o p b.E / /2- (� Ly Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required Provide All &aiding AWES in Square Faofapp Below iST1 L !Qt., C- c4, 4E i N 0 2 eLV PLANNING DIVISION: d / Single family building footprint (area of the foundation of all structures, plus any decks over 18 inures and overhangs greater than 18 Indies) *For an Accessory dwelling. wide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling *Provide doaxnerblionthat shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinkles 04 Automatic Fire Alarm ❑ None ❑ Odder (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list afmaterials and storage locations on a karate 8-12" x 11 "Pape' nrclding quantities and Material Safety Data .greets SEPTIC SYS ENI ❑ On -site Septic System - For on -site septic system, provide 2 copies of a aunrrt septic design approved by King County Health HAAppIimtlaalFaim-Appli®tlons On Ltrc'2010 AppliratlorA7 -3110 - nennit Applicatki oc Revised 7 -2010 1h Page 2 of 6 L C'y. Fadsting Interior Remodel Addition to Exisdng Structure New Ty tie of,. ., Op& IBC ' .' Type of ' per IBC $tom G tJE'T . tl !; 580 SF STC,t I■o C-." CA- 1'1/4 8A-1) C SC "' MALI. t U - �i ak-c.a P a,u Floors i1uu Basement Accessory Structure* Attached Garage Deinched Garage Atiar}ied Carport Detached Cappart Coveted Deck Uncovered Deck PLANNING DIVISION: d / Single family building footprint (area of the foundation of all structures, plus any decks over 18 inures and overhangs greater than 18 Indies) *For an Accessory dwelling. wide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling *Provide doaxnerblionthat shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinkles 04 Automatic Fire Alarm ❑ None ❑ Odder (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list afmaterials and storage locations on a karate 8-12" x 11 "Pape' nrclding quantities and Material Safety Data .greets SEPTIC SYS ENI ❑ On -site Septic System - For on -site septic system, provide 2 copies of a aunrrt septic design approved by King County Health HAAppIimtlaalFaim-Appli®tlons On Ltrc'2010 AppliratlorA7 -3110 - nennit Applicatki oc Revised 7 -2010 1h Page 2 of 6 L C'y. Valuation of project (contractor's bid price): $ 12,000 Scope of work (please provide detailed information): Add new packaged rooftop heatpump to serve retail area and backroom, new exhaust from restroom into existing toilet exhaust Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement m Fuel Type: Electric m Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfin fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 6 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 1 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 cfin 1 incinerator — comm/ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O O AUTHORIZED AUNT: Signature: Date: 7t Z O .`Zc It Print Name: eJ P "' l L o-D Day Telephone: 2 1 c ?. '— U- C Mailing Address: H' Z C A S T L4 r. IC t v E L-1 S—(' S' L {} T T j,r LJ lQ- el 2 it ( Dat= Appli tion A cepted: City State Zip ate Applic • 'on Exp H:\Applications\Forna- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 Valuation of Project (contractor's bid p $ 8000 Scope of Work (please provide detaile rmation): Provide new break room sink, *employee toilet and lavatory. Cold water to be provided from existing in space. Hot water to be provided from instantaneous electric hot water heaters. Waste and vent to tie in to existing. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 1.00 Shower, single head trap Lavatory 1.00 Wash fountain Receptor, indirect waste Sinks 1 00 Urinals Water Closet 1 00 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 2 00 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets 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 an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 0 j' AUTHORIZED AG Signature: At- Date: 7 ' 20 -Zo G% Print Name: S (1C-A Day Telephone: ZG ' -•-•/- 4, 00 x 2 tv- Mailing Address: II Z4- E 4 5-r A K ,4,J IDate .plicatio Accepted: S Ff)TTLc •1-J * (g MI y Date App : City State Zip Staff Initials: HVApplications \Forms - Application, On Line12010 Applications\7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised 7.2010 bh Page 2 of 2 PERMIT APPLICATION NOTES - *able toall pernits Msapplir • Va%eaf Ca>amdion - In all cases, a value of construction amixmt should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with c to er t fee schedules. F i ki tofPlai Review - Applications for which m 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 tine for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cerise deinoinshated. Section 105.32 International Building Code (cement 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 demo stated. Section 103.4.3 Uniform Plumbing Code (curient 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 Signahre: -- -• Date: l i 1'1' t t Print Narne: S f E ►� r (D.° Day Telephone: 120 Co� tL; 7, j( `N Mailing Address: j (24 t&k.e, Ave e c jg-g, 201 �e 3-t{ (,QL () °►t i e City State Zip 1 Date Application Accepted: 01 11 Date Application Expires: 01 I N 7 H: Applications\Fam s- Applicatiarn On 1 -re2010 Applications \7-2010 - Permit Applica&ai doc Revised 7 -2010 Staff Initials: J Page 6 of 6 1 II ----- wq City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: Address: Suite No: Applicant: 9202470010 516 SOUTHCENTER MALL TUKW PANDORA JEWELRY RECEIPT Permit Number: Status: Applied Date: Issue Date: M11 -104 ISSUED 07/20/2011 08/25/2011 Receipt No.: R11 -02121 Initials: WER User ID: 1655 Payment Amount: $63.00 Payment Date: 09/28/2011 10:40 AM Balance: $0.00 Payee: SHRADER & MARTINEZ CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 32214 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 doc: Receipt-06 Printed: 09 -28 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: M11 -104 Address: 516 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 07/20/2011 Applicant: PANDORA JEWELRY Issue Date: Receipt No.: R11 -01809 Payment Amount: $264.45 Initials: LAW Payment Date: 08/19/2011 10:01 AM User ID: 1632 Balance: $0.00 Payee: SHRADAER & MARTINEZ CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 31610 264.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 264.45 Total: $264.45 doc: Receiot -06 Printed: 08 -19 -2011 Ci f 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 SET RECEIPT RECEIPT NO: R11 -01527 Initials: JEM Payment Date: 07/20/2011 User ID: 1165 Total Payment: 3,084.45 Payee: BEN BRIDGE SET ID: S000001532 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D11 -240 2,885.20 EL11 -0657 91.93 M11 -104 66.11 PG11 -109 41.21 TOTAL: 2,885.20 TRANSACTION LIST: Type Method Description Amount Payment Check 334464 3,084.45 TOTAL: 3,084.45 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 1,660.34 91.93 1,332.18 3,084.45 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1111. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro I D Jr 1 " t Q SL 6utAi& A—Qi 3 J e Type of Inspection: �t r st: Adds e. A.A_ ) / Date Called: Special Instructions: ,�` trf , _ 7 Date Wante —� 0,... f _a.m• p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: JU1pc6A_Lok- , -Vk (z r ,aJ SL 6utAi& A—Qi 3 J e /Le i-J-7,1 , N(A nspecto1 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. h • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 7 INSPECTION' NO. PERMIT NO. • •—• -•. CITY QETUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proug'-ct: . J rti Typc-pf Inspection: K0 es (4-- -• pc) Aite-eik Addret:_ A. s . O • •--S 14`411 i Date Called., Special Instructions: . • . . • • Date Wanted : 3 I ai: - f-f 0?..rri,. Requester: E'----4st -42-10 COMMENTS: 0-Corrections required prior to approval. Date4_ 13 _ SPECTION FEE REQUI D. Prior to n t inspection. fee must be 'd at-6300 Southcenter Blvd.. Suite 100. ?all to schedule reinspection. Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STEPHEN WOOD 1124 EASTLAKE AV EAST, STE 201 SEATTLE WA 98109 RE: Permit No. M11 -104 PANDORA JEWELRY 516 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/28/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/28/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, mjtA,U, er Marshall t Technician File: Permit File No. M11 -104 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 August 3, 2011 • Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Stephen Wood 1124 Eastlake Av, Suite 201 East Seattle, WA 98109 RE: Correction Letter #1 Mechanical Permit Application Number M11 -104 Pandora Jewelry — 516 Southcenter Mall Dear Mr. Wood, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M11 -104 W:\Permit Center\Correction Letters \2011\M11-104 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 1, 2011 Project Name: Pandora Jewelry Permit #: M11 -104 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. A number of outdated code references have been found in the Remarks and General notes sections on pages M0.01, M0.02 and M0.03. On M0.01 remarks #2 refers to 2003 codes and Seattle rules and amendments or SBC codes; and also specified on the Plumbing notes sheet M0.03. City of Tukwila does not identify with or use Seattle building or energy codes. Please revise all code references on all three sheets to show compliance with current 2009 Washington State Energy codes and International Building codes and remove all Seattle (SBC) code references. 2. In addition to item 1), the commissioning references and reports of chapter 1416 of WSEC, specified in the notes on page M0.02, have changed for 2009. Please revise those code references to comply with 2009 WSEC. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. OPERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP v►� ACTIVITY NUMBER: M11 -104 DATE: 09/19/11 PROJECT NAME: PANDORA JEWELRY SITE ADDRESS: 516 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued EPARTME TS: Ling Di i ion Public Works Am- re Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09/20/11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 10 /18 /11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 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: ` • 11 • ° Plan Check/Permit Number: 'kel I I — I O 4' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ti( Revision # \ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: r`-Pc:. 2ak JELRY S-r E Project Address: c1k0 So J 'T K C tit' rc lL -TL) K- �J i 114 (` 3-r F i E L, 0 (5k) r H C .vTr,( Contact Person: S T oa fr.e N W e Phone Number: "2-o t° 1.5. 7 0 0 X Z®.r 1 Summary of Revision: 134c,r— T--rso rl ISA cK ( P.0 -C-0 k A 1'- - SEA E 2 L k a1 r C.o nl ^1 E t:r v C S i e_ &PDCt7 '-p Tp t A c '- A Q E C G v ^' Re.41 7E- 2 CrANe [D ry SE 1 9 201j 0ERA417 Ccan.. Sheet Number(s): M[' 0 1 / \ C. O 1 tjt '. 0 1 "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 " 1 I �I H:Wpplic tionsWomts- Applications On line12010 Applications \7 -2010 - Revision submitul.doc Crated: 8-13 -2004 Revised: 7 -2010 *PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11-104 DATE: 08/09/11 PROJECT NAME: PANDORA JEWELRY SITE ADDRESS: 516 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPA TMENTS: t I ilding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete si Incomplete n DUE DATE: 08/11/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/08/11 Approved ❑ Approved with Conditions 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 •PERMIT COORD COPild PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -104 DATE: 07/20/11 PROJECT NAME: PANDORA JEWELRY SITE ADDRESS: 516 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS 41 Public Works V- 01 t� ire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/21/11 Not Applicable n 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 M, Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/18/11 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: 7� REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1441 Documents /routing slip.doc 2-28-02 PROJECT NAME: Vin-00/11-1k PERMIT NO: • SITE ADDRESS: c ,(1 C-7e/ Ak6 1 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i oh riii I i 9.0-11 144, Summary of Revision: a \-E1\117/12_ A,000 To -i9Q Piles kk t V MSN1- 4 V, Ak FL OM'? Received by: 'S c ak-Sr \k; A REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2011 08 -08 Plan Check/Permit Number: M 11 -104 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner elTvpF� AIJG092©1� Project Name: Pandora Jewelry 0E0A , ,, Project Address: 516 Southcenter Mall Contact Person: Jeff Lynch Phone Number: 206.788.4573 Summary of Revision: Revised outdated references on sheets M0.1, M0.2, and M0.3 per correction notice Sheet Number(s): M0.1, M0.2, and M0.3 "Cloud" or highlight all areas of revision including date of, revision Received at the City of Tukwila Permit Cent -r by:. ,%l ✓ fI / " E) Entered in Permits Plus on rib b 1 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pfter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SHRADER E MARTINEZ CONST INC UBI No. 601512842 Phone 6022827554 Status Active Address 160 Dry Creek Road License No. SHRADMC070BC Suite /Apt. License Type Construction Contractor City Sedona Effective Date 1/3/1993 State AZ Expiration Date 1/12/2013 Zip 86336 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MARTINEZ, RONALD M Cancel Date 01/01/1980 Amount SHRADER, SCOTT, S 12 01/01/1980 DTC08547X208PHX11 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 MERCHANTS BONDING CO WA10038 12/28/2001 Until Cancelled $12,000.00 12/26/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Phoenix Insurance Company, The DTC08547X208PHX11 06/01/2011 06/01/2012 $1,000,000.0007 /11/2011 11 ZURICH AMERICAN INS CO CP09380982 01/31/2011 01/31/2012 06/13/2011 $1,000,000.0001/31/2011 10 ZURICH AMERICAN INS CO CP0938098201 01/31/2009 01/31/2011 $1,000,000.0003 /01/2010 9 TRAVELERS INDEMNITY C00208L3811ND08 01/31/2007 01/31/2009 $1,000,000.0001 /28/2008 8 CONTINENTAL CAS CO C2082640069 01/01/2006 01/31/2007 $1,000,000.0001 /11/2007 7 CONTINENTAL CAS CO TCP2081196001 01/01/2005 01/01/2007 $1,000,000.0012 /27/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/25/2011 FAN SCHEDULE TAG # EF -1 BASIS OF DESIGN MANUFACTURER GREENHECK MODEL SP -B110 DESIGN DATA AREA SERVED RESTROOM EXHAUST / SUPPLY 1 RELIEF EXHAUST LOCATION RESTROOM QUANTITY OF FANS 1 FAN PROVIDED BY BY MC FAN TYPE / SIZE DETAILS FAN TYPE CEILING CABINET CFM 85 CFM E.S.P. 0.75" E.S.P. FAN RPM 950 RPM OR MOTOR WATTS 80 W VOLTAGE /PHASE 115/60/1 MOTOR EFFICIENCY CODE MIN. MOTOR TYPE (ODP/TEFC/EXPLOSION PROOF /OTHER) ODP ELECTRICAL DATA DISCONNECT BY EC MANUAL STARTER (PROVIDED & INSTALLED BY EC) NA MAGNETIC STARTER (PROVIDED & INSTALLED BY EC) BY MANUF. VFD (PROVIDED BY M.C. & INSTALLED BY EC) NA VFD BYPASS NA 120/1 SERVICE OUTLET WITHIN 25 FEET BY EC EMERGENCY POWER NO STANDBY POWER NO SMOKE DETECTOR (REMARK 1) NO CONTROL DATA TYPE OF CONTROL WALL SWITCH WALL SWITCH & WIRING BY EC SPECIFICATION DATA DIRECT DRIVE /BELT DRIVE DIRECT DRIVE PHYSICAL DATA OVERALL HEIGHT 7.94" OVERALL HEIGHT ABOVE ROOF NA OVERALL WIDTH 11.5 OVERALL LENGTH 13.875 FAN WEIGHT 10 MOTOR WEIGHT NA TOTAL WEIGHT (LESS SITE BUILT CURB) 10 ACOUSTICAL DATA (AT NORMAL OPERATING CFM WITH SOUND LEVELS@ 5 FT FROM FAN) 63 39 125 61 250 58 500 57 1000 56 2000 49 4000 43 8000 37 LwA 59 dBA 48 SONES 4.4 MISC. DETAILS PARTS AND LABOR WARRANTY FROM PROJECT SUBSTANTIAL COMPLETION DATE YES FREIGHT FOB JOBSITE SHIPPING INSTRUCTIONS - SHRINK WRAP & COVER ALL OPENINGS YES ELECTRONIC SUBMITTAL YES ELECTRONIC INSTALL/O&M MANUAL YES 1,2,3,4 ROOFTOP PACKAGE UNIT SCHEDULE (HEAT PUMP TAG # ACU -R -1 BASIS OF DESIGN MANUFACTURER TRANE MODEL 4WCC3036A1000A NOMINAL TONAGE 3 LOCATION ROOFTOP SERVICE SUPPLY FA N INFORMATION SUPPLY FAN TYPE CENTRIFUGAL, DIRECT DRIVE SUPPLY CFM (CAPACITY) 1,200 MAX SUPPLY E.S.P. (EXISTING) REQUIRED ESP (NEW) 1.0 (EST) MOTOR BHP 0.85 MOTOR HP 0.5 INDOOR FAN RPM 1075 MINIMUM OUTSIDE AIR CFM 300 COOLINGINFORMATION COOLING COIL EAT (DB/WB) 80/64 UNIT LAT ( DB/WB) 54.5/53.5 COOLING MBH TOTAL (GROSS /NET) 35.00 COOLING MBH SENS (GROSS /NET) 8.10 AMBIENT CONDENSER TEMPERATURE (COOLING) 62 KW 3.18 CODE REQUIRED MIN SEER/EER 13 SEER UNIT SEER 13 SEER HEATING INFORMATION (HEAT PUMP) HEATING CAPACITY 35,000 ELECTRICAL INFORMATION VOLTAGE/PHASE 208/230 -3 -60 UNIT MCA 18.2 UNIT MOCP 30 UNIT DISCONNECT FLA 22 UNIT DISCONNECT LRA 74 SUPPLY FAN VOLTAGE 208/230 -1 -60 SUPPLY FAN- FLA 4.9 COMPRESSOR RLA (EACH) 12.8 COMPRESSOR LRA (EACH) CONDENSER FAN QTY 1 CONDENSER FAN HP 1 ., _ 1.0_- SUPPLEMENTAL HEATER MODEL BAYHTRV308E SUPPLEMENTAL HEATER VOLTAGE/PHASE 208/3 SUPPLEMENTAL HEATER KW 6.0 SUPPLEMENTAL HEATER STAGES 1.0 SUPPLEMENTAL HEATER MCA 21.0 SUPPLEMENTAL HEATER MFS 25.0 / I - 1 ^,g •? , g , FACTORY ROOF CURB HEIGHT 14 FACTORY CURB WEIGHT 122 ADAPTER CURB REQUIRED? NO UNIT HEIGHT 35 -3/8 OVERALL WIDTH 48-7/8 OVERALL LENGTH 41 -5/16 TOTAL WEIGHT (LESS SITE BUILT CURB) 175 FILTER QTY 4 FILTER SIZE 16 "x20 "x2" APPLICABLE NOTES 1,2,3,4 REMARKS: 1. MOUNT UNIT ON ROOF CURB, MAKE ALL CONNECTIONS. TRANE, CARRIER OR APPROVED 2. PROVIDE DRY BULB OUTSIDE AIR ECONOMIZER - MODEL BAYECON101A ECONOMIZER/RAIN HOOD 3. PROVIDE STANDALONE CONTROLS CAPABLE OF MEETING 2009 WSEC REQUIREMENTS FOR HEAT PUMP CONTROLS 4. AHRI CERTIFIED & LISTED IN CERTIFIED PROGRAM PER AHRI. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical (?tectric al crplumbing Cities Piping City of Tukwila BUILDING DIVISION SABA rc h itects 1 124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUS4{INO Engineering—Essentials—Delivery FILE COPY Pern t No VI I1` 1OL p1P.n review approval is subject to errors and omi tcymal of construction documents does not autho ; alation of any adopted code or ordinance. Receit 461- l ' o� sproveed Field Copy and • ' ' I is acknowledged: 1k 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 By Oate:. or-7-8-41 City Of lbkwilae,. 16.2011 BUILDING DMSI ADDED ELECTRICAL HEATER PANDORA` REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NG s 7.: Revisions will require a new plan submittal an :I may include additional plan review REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2011 City of Tukwila BUILDING DIVISION CITY OF SEP 19 2011 PERMIT CENTER ELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 09 -06-11 CCD -1 09 -16-11 PERMIT REV MECHANICAL SCHEDULES SCALE: DRAWN: CHECKED: PROJECT NO: REVISION N0,_1__ 10008.03 M1L1Y1 M1.01 FIELD-COQRDINATE DUCT ROUTING krHi LIGHTING FIXTURE SUPPVRTIL ALL EXISTING CO 16x12/SL S/A UP TO ACU-R-1 PROVIDE BOOT ARCH_PLAN • =NGATPLENUM 1_ CABLE-OPERATED DAMPER (TYP). PROVIDE YOUNG REGULATOR MODEL 5020CC, 270-275ML CABLE CONTROL KM CABLE, & ALL NECESSARY ACCESSORIES FOR SYSTEM BALANCING (OR APPROVED EQUAL). LOCATE CONTROLLERS IN DIFFUSER PLENUMS. REFER TO DETAIL 2/M5.01. 6" ARCHITECTURAL REVEAL FOR RETURN AIR. REFER TO L. C-1:- REVISED RESTROOM & BACKROOM MECH LAYOUT TO MATCH REVISED ARCH. ••rii COD I 1 rsj BACKDRAFT DAMPER TO BE PROVIDED WITH FAN. UNDERCUT DOOR 1/2" FOR AIR TRANSFER TO RESTROOM. CONNECT TO EXISTING TOILET EXHAUST SYSTEM. POINT OF CONNECTION TO BE FIELD-VERIFIED. • E t••=f-i • I 11 1 , ------16KI2OPEN-ENDEIYDIUCT (R/A). FIELD-COORDINATE DUCT ROUTING WITH LI_GHTIOIG FIXTUR-SUPPORT AND ALL EXISTING CONDMONS. MECHANICAL FLOOR PLAN SCALE: 1/4" = 1'-O" jAN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2011 City of Tukwila BUILDING DIVISION SABA _rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 9.162011 PANDoRK WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 09-06-11 CCD-1 09-16-11 PERMIT REV MECHANICAL FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: CrrYIRE153/VILA SEP 1 9 2011 PERMIT CENTER 10008.03 REVISIONNO, _ .L ....10/1 M2.01 GENERAL NOTES: A. SEISMIC TIE DOWN DESIGN & INSTALL TO BE PROVIDED BY M.C. B. TOP OF ROOF CURB TO BE FLAT TO ENSURE PROPER SEAL. GASKET SEAL BETWEEN TOP OF CURB & UNDERSIDE OF MECHANICAL UNIT. SEISMIC RESTRAINT STRAP ROOF FELT, STOP BEFORE CURB LIP. (EXISTING) SHEETMETAL FLASHING (EXISTING) CANT STRIP (EXISTING) INTERNAL CURB FRAME MEMBER WITH GASKET SEAL BETWEEN DUCT FLANGE & UNDERSIDE OF UNIT. STEEL ANGLE TO PROTECT EXPOSED EDGE OF SOUND LINER. ROOFTOP UNIT ROOF INSULATION 4 • < • LEVELING CURB BY OTHERS HEIGHT DETERMINED BY OTHERS BASED ON DEPTH OF INSULATION AT THAT LOCATION 2"x6" WOOD BACKING BY OTHERS FACTORY CURB BY M.C. 2" RIGID INSULATION BY OTHERS METAL DUCT WITH 1" SOUND LINER SOUNDSEAL DUCT PERIMETER THROUGH ROOF PENETRATION SO THAT UNDERSIDE OF ACU IS NOT DIRECTLY EXPOSED TO AREA BELOW ROOF ARE. EQUIPMENT CURB WITH SEISMIC RESTRAINTS SCALE: NOT TO SCALE MAIN DUCT SEE PLAN FOR TYPE AND SIZE BRANCH DUCT FLEX DUCT INSULATED PLENUM FLEXIBLE CABLE BRACKET SECURE TO DUCT VOLUME DAMPER OPERATED THROUGH FLEX. CABLE AIR OUTLET/INLET SEE PLANS FOR TYPE AND SIZES REVISING. 1 LINEAR DIFFUSER REVIEWED FOR CODE COMPLIANCE APPROVED SEP21 2011 SCALE: NOT TO SCALE SABA __rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 0 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 g-M-fi 9.16.2011 PANDoRK WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 09-06-11 CCD-1 09-16-11 PERMIT REV MECHANICAL DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: CITY OF TUKWILA SEP 1 9 2011 PERMIT CENTER 10008.03 M5.01 ABBREVIATIONS GENERAL ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AD] ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BHP BRAKE HORSE POWER BS BIRD SCREEN BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR COD CABLE- OPERATED DAMPER COND CONDENSATE C/L CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE DET DETAIL DIA DIAMETER DISCH DISCHARGE DN DOWN DWG DRAWING DWV DRAIN, WASTE, VENT (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EFF EFFICIENCY EWT ENTERING WATER TEMPERATURE EXIST EXISTING F FAHRENHEIT (F) FUTURE FLEX FLEXIBLE FLG FLANGE FLR FLOOR FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FP FIRE PROTECTION FPM FEET PER MINUTE FT FOOT; FEET FURN FURNISH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GWB GYPSUM WALL BOARD HP HORSE POWER ID INSIDE DIAMETER/DIMENSION LF LINEAL FOOT LWT • LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M/N MODEL NUMBER MTD MOUNTED i 1 ABBREVIATIONS CONTINUED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC . ON CENTER OD OUTSIDE DIAMETER POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY ANTITY REQD REQUIRED RPM REVOLUTIONS PER MINUTE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STD STANDARD TBD TI TOC TOS TYP TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS, NOTED OTHERWISE VAV VD VFD VARIABLE AIR VOLUME VOLUME DAMPER VARIABLE FREQUENCY DRIVE W/ WITH W/0 WITHOUT HVAC AC AIR CONDITIONING AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT CC CFM COD CU CV COOLING COIL CUBIC FEET PER MINUTE CABLE OPERATED DAMPER CONDENSING UNIT CONSTANT VOLUME DB DRY BULB DIFF DIFFUSER DMPR DAMPER EA EAT ESP EXH EXHAUST AIR ENTERING AIR TEMPERATURE EXTERNAL STATIC PRESSURE EXHAUST GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HRC HEAT RECOVERY COIL HVAC HEATING, VENTILATION, AND AIR CONDITIONING ABBREVIATIONS CONTINUED LAT LEAVING AIR TEMPERATURE MAT MIXED AIR TEMPERATURE MC MECHANICAL CONTRACTOR MD MOTORIZED DAMPER MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE SD SMOKE DAMPER SF SUPPLY FAN SL SOUND LINED SLSM SOUND LINED SHEET METAL SM SHEET METAL SP STATIC PRESSURE TG TOD TSP TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UH ' UNIT HEATER VAV VARIABLE AIR VOLUME VD VOLUME DAMPER WB WC WG WET BULB WATER COLUMN WATER GAUGE PIS AAV AGA AS AUTOMATIC AIR VENT AMERICAN GAS ASSOCIATION AIR SEPARATOR BP BACKFLOW PREVENTER CD CONDENSATE DRAIN CDWR CONDENSER WATER RETURN CDWS CONDENSER WATER SUPPLY CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CT CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FO FOR FOS FOV HRR HRS HWR HWS FIRE HOSE VALVE FUEL OIL FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT HEAT RECOVERY RETURN HEAT RECOVERY SUPPLY HOT WATER RETURN HOT WATER SUPPLY LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT RLL REFRIGERANT LIQUID LINE RSL REFRIGERANT SUCTION LINE TOP TOP OF PIPE HVAC AND DUCTWORK ACCESSORIES SA RA SUPPLY AIR AIRFLOW DIRECTION RETURN AIR AIRFLOW DIRECTION EXHAUST AIR AIRFLOW DIRECTION TRANSFER AIR A[RFLOW DIRECTION OUTSIDE AIR AIRFLOW DIRECTION FLEXIBLE EQUIPMENT /DUCTWORK CONNECTION MANUAL VOLUME DAMPER CABLE OPERATED VOLUME DAMPER (OPERATOR ACCESSED AT DIFFUSER FACE UNO) MOTORIZED DAMPER AIRFLOW MONITOR BACKDRAFT DAMPER COUNTER-BALANCED BACKDRAFT DAMPER GREENHECK MODEL EM -10 (HORIZJ /EM -30 (VERT.) WITH APC OR EQUAL BACKDRAFT DAMPER RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 150D FPM BACKDRAFT DAMPER RUSKIN MODEL BD2 /A2, LOCAL VELOCITY < 2500 FPM BACKDRAFT DAMPER RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM SMOKE DETECTOR VERTICAL FIRE DAMPER (1 -1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD -150 HORIZONTAL FIRE DAMPER (1 -1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD -150 VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD -350 HORIZONTAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD -350 SMOKE DAMPER HORIZONTAL COMBINATION SMOKE AND FIRE DAMPER VERTICAL COMBINATION SMOKE AND FIRE DAMPER DUCT HEATER INDICATES AIRFLOW DIRECTION GRILLES, REGISTERS, DIFFUSERS, AND LOUVERS r %FP L.D. T.G. E.G. CEILING DIFFUSER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, WITH FILLER FOR 24" x 24" LAY -IN MODULE TITUS MODEL •MCD, BORDER TYPE 3 - KRUEGER SERIES 1214, FRAME 23 (USE X "O RUNOUT) TITUS ML -38, 2 SLOT, 1 -WAY LINEAR DIFFUSER WITH MLP 38 INSULATED PLENUM TRANSFER AIR GRILLE ALUMINUM EGGCRATE WITH 1/2" x 1/2" x 1/2" CORE TITUS MODEL 50F / KRUEGER EG -5 EXHAUST AIR GRILLE ALUMINUM EGGCRATE WITH 1/2" x 1/2" x 1/2" CORE TITUS MODEL 50F / KRUEGER EG -5 S.R.G. SIDEWALL RETURN GRILLE FIXED 35 DEGREE DEFLECTION BLADES, WITHOUT O.B.D. TITUS MODEL 350RL / KRUEGER MODEL S8OH NOTE: NOTE: NOTE: NOTE: BALANCE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL DIFFUSERS THROWS. THE */FD" CALLOUT INDICATES A GRILLE WITH U.L. CLASSIFIED RADIATION DAMPER TO BE INSTALLED IN RATED FLOOR/CEILING OR ROOF /CEILING ASSEMBLIES. USE RUSKIN MODEL CFD. INCLUDE THERMAL INSULATION BLANKET FOR LAY -IN T -BAR CEILINGS. ALL SUPPLY DIFFUSERS ARE TO BE INSTALLED WITH A DIFFUSER CAN W/ PERF DIVIDER, GENSCO REGISTER BOX W/ FLEX COLLAR & DIFF, MODEL COLDC21 OR EQUIV. FOR EXPOSED DUCTWORK WITH SUPPLY EXHAUST GRILLES TAKEOFFS TO BE GRILLE SIZE PLUS 2" TO MATCH GRILLE FRAME. DUCTWORK SYMBOLS AND FITTINGS ROUND SUPPLY DUCT UP ROUND SUPPLY DUCT DN ROUND RETURN DUCT UP ROUND RETURN DUCT DN ROUND EXHAUST DUCT UP ROUND EXHAUST DUCT DN =ED E:E0 E:11:0 EI3D 120 12x12 16x12 /SL 16x12 /2 "SL 12x12/W IIIIIIIIIIIIIII r�r EQUIPMENT TAG LEGEND RECTANGULAR SUPPLY DUCT UP RECTANGULAR SUPPLY DUCT DN RECTANGULAR RETURN DUCT UP RECTANGULAR RETURN DUCT DN RECTANGULAR EXHAUST DUCT UP RECTANGULAR EXHAUST DUCT DN 12" ROUND ID SHEET METAL DUCT 12 "x12" ID RECTANGULAR SHEET METAL DUCT 16 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 1" SOUND LINING (OD OF DUCT IS 18 "X14 ") 16 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 2 SOUND LINING (OD OF DUCT 15 20"X16") 12 "x12" ID RECTANGULAR SHEET METAL DUCT WITH 1" WRAP (OD OF DUCT WITH WRAP IS 14 "X14 ") FLEXIBLE ROUND DUCT TURNING VANES FN -01 -01 EQUIP. TYPE —1 J LOCATION EQUIPMENT DESIGNATION VICINITY MAP: 2800 SOUTHCENTER MALL, TUKWILA, WA 98188 FIL Permit No. Plr review approval is subject to errors and omissions. ',tai of construction documents does not authorize ,:: ttion of any adopted code or ordinance. Receipt -. uppraved Fieia ;opy and ► i acknowledged: govair By. ""� i/l alw Date: City Of Tiukw1Ia BUILDING DIVISION 'ATE PERMIT REQUIRED FOR:. 0 Mechanical iS-lectrical • !.a Plumbing Crtas Piping City of Tukwila I iILDING DIVISION No changes EVISIONS ges shall be made to the stop • TION /SITE MAP of work without prior approval of Tukwila Building Division. NOTE: Rsvislans will require a new plan submittal and may include additional plan revie . - MECHA ` =• ` G INDEX REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION cIT JUL 2 012011 PERMIT CENTER SHEET NUMBER SHEET TITLE SHEET SCALE PERMIT SET 7/19/2011 M0.00 MECHANICAL SYMBOLS AND ABBREVIATIONS NTS X M0.01 MECHANICAL MATERIALS &SPECIFICATIONS NTS X M0.02 MECHANICAL MATERIALS & SPECIFICATIONS NTS X M0.03 MECHANICAL MATERIALS &SPECIFICATIONS NTS X M1.01 MECHANICAL SCHEDULES NTS X M2.01 MECHANICAL FLOOR PLAN 1/4" = 1' -0" X M2.02 MECHANICAL ROOF PLAN 1/4" = 1' -0" X M5.01 MECHANICAL DETAILS NTS SABArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 O 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL SYMBOLS AND ABBREVIATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.00 HVAC DUCT SPECIFICATION MATRIX 4$ SABA rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 DUCT SYSTEM OR SECTION SMACNA PRESSURE CLASS MATERIALS (DUCT, LINING) CLEANLINESS AND USE DURING CONSTRUCTION FITTINGS (SHOP BUILT) INSULATION (INDOOR, OUTDOOR) SEISMIC (BESIDES NORMAL HANGARS) NOTES HVAC SUPPLY LOW PRESSURE ACU'S TO DIFFUSERS, SMACNA +1/2" PRESSURE UNLINED GALVANIZED DUCT, SEE SUBMITTAL FOR GAUGE AND REINFORCEMENT. RECTANGULAR MAY BE S +D, ROUND MAY BE SNAPLOCK. FLEX: 8' MAX. LENGTH, THERMAFLEX GKM OR EQUAL CONCRETE FOR INERTIA BASE CENTERLINE RADIUS OF 1.50 OR MITERED 90S WITH VANES. SPIN -IN BRANCHES OK. CL RADIUS OF 1.00 ON DUCTS LARGER THAN 24" BANK S &C: NO INSULATION FOR SERIES FAN POWERED BOXES. SQUEEZE BOXES, FOLLOW REQUIREMENTS FOR MEDIUM PRESSURE ABOVE. SMACNA SHL OF B APPROVAL OF ATTACHMENTS TO STRUCTURE BY OTHERS CONCRETE LEVELING CURB (REMARK 12) NOTES: 1. ALL DUCTWORK TO BE CONSTRUCTED TO SMACNA SEAL CLASS A STANDARDS: ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PNENTRATIONS TO BE SEALED. 2. ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. HVAC DUCT MATERIALS SPECIFICATION MATRIX DUCT SYSTEM OR SECTION SMACNA PRESSURE CLASS MATERIALS FITTINGS INSULATION REMARKS ROOFTOP PACKAGE HEAT PUMPS AND ACU'S SUPPLY & RETURN SMACNA +1" PRESSURE SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS OVAL AND SPIRAL LOCK SEAMS DO NOT REQUIRE SEALING INDOORS: 1" LINED GALVANIZED DUCT OUTDOORS: 2" LINED GALVANIZED DUCT OUTDOORS FLEX: 8' MAX LENGTH, THERMAFLEX GKM OR APPROVED EQUAL. CENTERLINE RADIUS OF 1.0 DIAMETER OR MITERED 90S WITH VANES, SPIN -IN BRANCHES OK. 2" LINED WHERE OUTDOORS, COAT THREE SIDES WITH RCD CORP. #15 WEATHER BARRIER COATING REMARKS 1: ALL DUCT WORK TO BE CONSTRUCTED TO SMACNA SEAL CLASS A STANDARDS: ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS TO BE SEALED. 2: ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. ISOLATION f & TIEDOWN SCHEDULE - EQUIPMENT, PIPING, & DUCTWORK TAG# EQUIPMENT TYPE GENERIC EQUIPMENT TYPE DESCRIPTION ACCESSED FROM LEVEL SUPPORTED FROM LEVEL MOUNTING LOCATION ATTACHMENT TYPE (REMARK 4) EXTERNAL ISOLATION TYPE (REMARK5) EXTERNAL ISOLATION BY INTERNAL ISOLATION TYPE INTERNAL ISOLATION BY CONCRETE FOR INERTIA BASE D FL DUCT CONNECTION REQUIRED DUCT FLEX CONNECTION BY CONCRETE LEVELING PAD (REMARK7) CONCRETE LEVELING CURB (REMARK 12) LEVELING CURB (�� MARK 13) SUPPORT STANCHION (REMARKS 14,15) SEISMIC TIEDOWN CALCULATIONS BY (REMARKS 1,2,3,4) REMARKS ACU -R -1 PACKAGED ROOFTOP HEATPUMP ROOF ROOF FLOOR BY MC N/A BY MC N/A - SF'S NEOP. -COMP. ACU MANUF. NA YES - SUPPLY CONN. & R/A CONN. BY MC N/A BY OTHERS BY MC NA BY MC 1,2,3,4,5,6,7,12 DUCTWORK DUCTWORK - HUNG ALL SIZES SEE PLANS SEE PLANS HUNG BY MC NA NA NA NA NA NA NA NA NA NA NA BY MC 1,2,3,4,10 REMARKS: 1 E I 1 IVID AL E • UIPMENT SCHEDULES OR U SI AND EIGH SEE ECH ICA LAN WD WIN FOR • UIP a NT • '114 : PROVIDE ASHI GTON STATE STAMP D SEI MIC TIEDOWN CALC LATIO S PE 2009 TER ATION L BUILDING D M CHANI L CODES W H WASHINGTON STATE AMENDMENTS. ALL AREAS OF THE BUILDING ARE CONSIDERED CATEGORY III PER 2009 IBC TABLE 1604.5 AND REQUIRE A SEISMIC FACTOR OF 1.25. HE LIST OF EQUIP ENT : LOW IS A SAFETY COMPONENT AN REQUIRES AN IMPORTANC A: 4: MC TO VERIFY WITH FIELD DETAILER AND /OR INSTALLER INSTALLATION DETAIL (TO VERIFY UNIT ATTACHMENT TYPE TO STRUCTURE) PRIOR TO ISOLATION VENDOR PERFORMING SEISMIC TIEDOWN CALCULATIONS AND PRIOR TO SEISMIC TIEDOWN PACKAGE BEING SUBMITTED FOR TEAM REVIEW. 5: BASIS OF DESIGN FOR ISOLATOR PRODUCTS (MC MAY PROPOSE ON ALTERNATE MANUFACTURERS FOR TEAM REVIEW). ALL SPRINGS TO BE SEISMICALLY RESTRAINED: A: WAFFLE PAD - MASON M/N SUPER W WITH MINIMUM 0.15" STATIC DEFLECTION (NOTE: ALL EQUIPMENT MOUNTED ON WAFFLE PAD TO HAVE NEOPRENE WAHSER GROMMETS AT TIEDOWN BOLTS) B: 2" DEF SPRING - FLOOR MOUNTED - MASON M/N SLRFH C: 2" DEF SPRING - HUNG - MASON M/N 30N D: NEOPRENE - FLOOR MOUNTED - MASON M/N WITH MINIMUM 0.15" STATIC DEFLECTION E: NEOPRENE - HUNG - MASON M/N HD WITH MINIMUM 0.15" STATIC DEFLECTION F: PUMP INERTIA BASE WITH 2" SPRING - MASON M/N BMK (INERTIA BASE WEIGHT TO BE APPROXIMATELY TWO TIME THE EQUIPMENT WEIGHT) G: NEOPRENE PIPE FLEXIBLE CONNECTIONS - SINGLE BELLOW - MASON M/N SFEJ (2" AND LARGER) OR MASON M/N SFU (AT 3/4" TO 2 ") H: NEOPRENE PIPE FLEXIBLE CONNECTIONS - DOUBLE BELLOW - MASON M/N SFEDJ I: BRAIDED STAINLESS STEEL HOSE - MASON M/N MN 6: UNIT TO BE PROVIDED FROM FACTORY INTERNALLY ISOLATED. 7: UNIT TO SET ON 3 -1/2" HIGH CONCRETE LEVELING PAD. LEVELING PAD TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. MC TO COORDINATE FINAL SIZE AND LOCATION OF EQUIPMENT PADS IN FIELD SHOP DRAWINGS. 8: UNIT TO BE MOUNTED DIRECTLY TO BUILDING CONCRETE FLOOR SLAB (WITHOUT CONCRETE LEVELING PAD). CONCRETE SLAB BY OTHERS. 9: UNIT TO SET ON CONCRETE SLEEPERS OR CONCRETE LEVELING CURB. CONCRETE SLEEPS OR CURB TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. DESIGN OF ATTACHMENT TO CONCRETE SLAB BY STRUCTURAL ENGINEER. 10: UNIT TO BE HUNG FROM CONCRETE SLAB ABOVE OR FROM METAL DECKING WITH UNISTRUT TO SPAN JOISTS. CONCRETE SLAB AND METAL DECKIING /JOISTS BY OTHERS. 11: UNIT TO BE HUNG FROM STRUCTURE ABOVE. STRUCTURE ABOVE BY OTHERS. 12: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO CONCRETE ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. MC TO PROVIDE SHEET METAL FLASHING AT FACTORY ROOF CURB. . 13: UNIT TO SET ON FACTORY ROOF CURB PROVIDED BY EQUIPMENT MANFACTURER. ROOF CURB TO BE STRUCTURALLY ATTACHED TO LEVELING ROOF CURB BY OTHERS. UNIT TO BE STRUCTURALLY ATTACHED TO FACTORY ROOF CURB OR CONCRETE ROOF CURB BY MC. MC TO PROVIDE FINAL DETAIL OF ATTACHMENT AND SEISMIC TIEDOWN CALCULATIONS. ARCHITECT TO SPECIFY ROOF CURB MATERIAL TO BE PROVIDED BY OTHERS. 14: UNIT TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. SEISMIC SPRING ISOLATION TO BE WELDED TO TOP OF STANCHION BY MC. 15: DUCTWORK AND PIPING TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. • (Ip) OR = 1.5 R S IC LCU ON MODIFIED CODE REFERENCES REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2011 City & Tukwila BUILDING DIVISION c�rr oRNIIu► AUG 09 2011 PERMIT CENTER CORRECTION LTR# M1O1 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 7.19 .2011 PA:N D�RK WESTFIELD SOUTHCE NTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 08/08/2011 MECHANICAL PERMIT CORRECTIONS MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.01 MECHANICAL CONTRACTOR NOTES 1. ALL MECHANICAL SHEET METAL AND PIPING TO COMPLY WITH ALL APPLICABLE CODES. 2. MECHANICAL CONTRACTOR TO PROVIDE AS -BUILT MECHANICAL DRAWINGS THAT OUTLINE ALL CHANGES FROM MECHANICAL CONSTRUCTION DRAWING SET AND COMPLY WITH 2009 WASHINGTON STATE ENERGY CODE PROJECT COMPLETION REQUIREMENTS. 3. ALL DUCTWORK TO BE CONSTRUCTED AND INSTALLED TO SMACNA STANDARDS IN ACCORDANCE WITH THE SPECIFICATIONS OUTLINED IN THE SHEET METAL DUCT SPECIFICATION. DUCT SIZES INDICATED ON PLANS ARE MINIMUM SIZES AND DEVIATIONS FROM THESE SIZES AS REQUIRED DURING DETAILERS SHALL BE APPROVED BY RUSHING. 4. 5. 6. 7. MECHANICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MECHANICAL ENGINEER REVIEW PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL DUCTWORK OR EQUIPMENT. ALL DUCTWORK TO BE INSULATED PER 2009 WASHINGTON STATE ENERGY CODE REQUIREMENTS AS INDICATED IN THE SHEET METAL DUCT SPECIFICATION. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL -OUT SUCH AS 12x12/SL INDICATES A DUCT THAT IS 12x12 INSIDE DIMENSION WITH 1" SOUNDLINER (THEREFORE NET OD IS 14x14). MECHANICAL PIPING TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS. PIPE SIZES INDICATED ON PLANS ARE MINIMUM SIZES AND DEVIATIONS SHALL BE APPROVED BY RUSHING. PIPING DRAIN VALVES ARE TO BE PROVIDED AT ALL PIPING LOW POINTS. ADDITIONAL ISOLATION VALVES MAY BE REQUIRED FOR SERVICING THE SYSTEM THAT ARE NOT SHOWN ON SCHEMATICS AND SHALL BE PROVIDED WHEN REQUIRED FOR PROPER SYSTEM MAINTENANCE. 8. MECHANICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR MECHANICAL ENGINEER REVIEW PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL PIPING OR EQUIPMENT. 9. ALL PIPING TO BE PRESSURE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS OUTLINED AND ALL APPLICABLE CODES. 10. ALL THROUGH PENETRATIONS OR MEMBRANE PENETRATIONS FOR DUCTWORK AND PIPING SHALL BE FIRESTOPPED AS REQUIRED BY THE 2009 WASHINGTON STATE BUILDING AND MECHANICAL CODES. 11. ALL DUCTWORK, PIPING AND EQUIPMENT TO BE SEISMICALLY RESTRAINED PER THE ISOLATION & TIEDOWN SCHEDULE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ATTACHMENT DETAILS FOR EACH PIECE OF EQUIPMENT OR PIPING AND SEISMIC CALCULATIONS REQUIRED BY CODE WITH PROJECT STRUCTURAL ENGINEER. STRUCTURAL ENGINEERING SUPPORT FOR THIS FUNCTION IS IN THE MECHANICAL CONTRACTOR'S SCOPE OF WORK. 12. EQUIPMENT SHALL BE PROVIDED AS INDICATED IN MECHANICAL SCHEDULES. THE EQUIPMENT HAS AN INDICATED "BASIS OF DESIGN" MANUFACTURER AND HAS BEEN COORDINATED WITH THE DESIGN TEAM AS SHOWN. IF ALTERNATE MANUFACTURERS ARE USED BY THE MECHANICAL CONTRACTOR THEN THE CONTRACTOR SHALL INCLUDE COSTS FOR ALL ASSOCIATED ENGINEERING AND ARCHITECTURAL SERVICES REQUIRED TO RE- ENGINEER AROUND THE ALTERNATE VENDOR IN THE SUBSTITUTION REQUEST PRICING TO THE GENERAL CONTRACTOR. THESE SERVICES INCLUDE, BUT ARE NO LIMITED TO, MECHANICAL DESIGN, CONTROLS DESIGN, ARCHITECTURAL DESIGN, STRUCTURAL DESIGN, ETC. 13. ALL ACCESS PANELS IN WALLS AND /OR CEILINGS ARE PROVIDED AND INSTALLED BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE REQUIRED LOCATION AND SIZE WITH CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. 14. BALANCING CONTRACTOR TO REVIEW AND PERFORM SPECIAL BALANCING REQUIREMENTS CALLED OUT IN PROJECT COMPLETION REQUIREMENTS AND NOTES ON THE DIFFUSER PLAN SHEETS. 15. MECHANICAL CONTRACTOR SHALL REMOVE ALL NON - FACTORY COVERINGS FROM SUPPLY GRILLES AND RETURN GRILLES PRIOR TO BALANCING AND DUCT CLEANING. EXISTING SUPPLY GRILLES AND RETURN GRILLES SHALL BE FIELD VERIFIED AS FREE FROM OBSTRUCTIONS PRIOR BALANCING AND DUCT CLEANING. 16. ALL WORK SHALL BE DONE WITHOUT INTERRUPTION OF THE BUSINESS OF THE TENANTS. THIS WILL INVOLVE A VERY HIGH LEVEL OF COORDINATION WITH THE OWNER. ADDITIONALLY, A CONSIDERABLE AMOUNT OF THIS SCOPE WILL BE DONE OFF HOURS AND THE CONTRACTOR IS DIRECTED TO INCLUDE ALL OFF HOUR WORK IN THE CONSTRUCTION BUDGET. 17. THE CONTRACTOR SHALL MAKE SAFE ALL SYSTEMS PRIOR TO A WORK SHIFT AND SHALL BRING ALL SYSTEMS BACK ON LINE FOLLOWING THE WORK SHIFT. 18. CLEAN AND PRESSURE TEST ALL EXISTING SUPPLY AIR DUCTWORK AS INDICATED IN SPECIFICATION. ALL DUCT CLEANING AND DUCT PRESSURE TESTING BY MECHANICAL CONTRACTOR. ACCESS PANELS PROVIDED FOR DUCT CLEANING SHALL BE PERMANENT AND OF GOOD QUALITY. GENERAL COORDINATION NOTES L ALL TRADES TO LEAVE A MINIMUM 36" CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. NOTE: SOME ELECTRICAL PANELS MAY REQUIRE MORE CLEARANCE COORDINATE WITH ELECTRICAL CONTRACTOR FOR CLEARANCE REQUIREMENTS. 2. CUTTING, FRAMING, PATCHING AND PAINTING OF WALL, CEILING AND FLOOR OPENINGS SHALL BE BY OTHERS. 3. ROOF CURBS, FLASHINGS, SLEEPERS, PITCH POCKETS, AND CUTTING AND PATCHING OF ROOF OPENINGS SHALL BE BY OTHERS. 4. ROOF CURBS, SLEEPERS, AND CANT STRIPS TO BE BUILT AND ATTACHED TO THE ROOF BY OTHERS. CURBS AND SLEEPERS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY MECHANICAL CONTRACTOR SHOP DRAWINGS. SHIM AS REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL. TOP OF CURB OR SLEEPER MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. SEE EQUIPMENT TIEDOWN SCHEDULE FOR MORE DETAIL. 5. LEVELING CURBS AND SLEEPERS TO BE ATTACHED TO THE ROOF BY OTHERS. CURBS AND SLEEPERS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY MECHANICAL CONTRACTOR SHOP DRAWINGS. TOP OF CURB AND SLEEPERS MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. SEE EQUIPMENT TIEDOWN SCHEDULE FOR MORE DETAIL. 6. FINAL PAINTING OF GRILLES, REGISTERS, AND DIFFUSERS, AS MAY BE REQUIRED BY ARCHITECT, SHALL BE DONE IN THE FIELD BY OTHERS. 7. IN NO INSTANCE SHALL OTHER TRADES HANG OR SUPPORT EQUIPMENT, CEILING WIRES, LIGHT FIXTURE HANGERS, ETC., FROM HVAC EQUIPMENT OR DUCTWORK. 8. PLUMBER SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM OUTSIDE AIR INTAKES. 9. ALL ACCESS PANELS IN WALLS AND /OR CEILINGS ARE PROVIDED AND INSTALLED BY OTHERS. MECHANICAL CONTRACTOR TO COORDINATE REQUIRED LOCATION AND SIZE WITH CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. ELECTRICAL COORDINATION NOTES 1. WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT COMES COMPLETE FROM THE FACTORY WITH MOTOR CONTROLS AS REQUIRED. ELECTRICIAN SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. 2. WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT REQUIRES FIELD INSTALLED MOTOR STARTERS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL MOTOR STARTERS (OR CONTACTORS WHERE INDICATED), PROVIDE SERVICE AND DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. HOLDING COIL CIRCUIT SHALL BE POWERED BY ELECTRICAL CONTRACTOR (120/1 UNLESS INDICATED OTHERWISE). ALL STARTERS SHALL BE PROVIDED WITH H -O -A SWITCH. 3. WHERE INDICATED ON EQUIPMENT SCHEDULES THE EQUIPMENT IS SERVED BY A VARIABLE FREQUENCY DRIVE (VFD). VFD'S ARE PROVIDED BY THE MECHANICAL CONTRACTOR AND ARE INSTALLED (MOUNTED) AND WIRED BY THE ELECTRICAL CONTRACTOR. ALL REQUIRED DISCONNECTS ARE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL BUILDING HARMONIC STUDIES FOR THE IMPACT OF THE VARIABLE FREQUENCY DRIVES ON THE BUILDING ELECTRICAL SYSTEM AND ON THE POWER GRID FROM THE BUILDING ARE BY THE ELECTRICAL DESIGN CONSULTANT AND /OR ELECTRICAL CONTRACTOR. IT IS THE RESPONSIBILTY OF THE ELECTRICAL DESIGN CONSULTANT AND /OR ELECTRICAL CONTRACTOR TO COORDINATE ANY ADDITIONAL INPUT LINE REACTORS, HARMONIC FILTERS, OR OTHER ASSOCIATED ELECTRICAL VFD DEVICES TO PROVIDE A FULLY COMPLIANT ELECTRICAL SYSTEM WITH RUSHING AND /OR THE MECHANICAL CONTRACTOR. 5. A FIRE AND /OR SMOKE DETECTION AND ALARM SYSTEM, AS MAY BE REQUIRED BY THE OWNER, ARCHITECT, OR CODE AUTHORITY, IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 6. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INTERLOCK THE ABOVE DEVICES WITH THE CENTRAL FIRE AND /OR SMOKE DETECTION AND ALARM SYSTEM. PROJECT COMPLETION REQUIREMENTS MODIFIED CODE REFERENCES w THE BELOW PROJECT COMPLETION REQUIREMENTS ARE PER 2009 WASHINGTON STATE ENERGY CODE. SECTION NUMBER INDICATE THE APPROPRIATE ENERGY CODE SECTION. MECHANICAL CONTRACTOR TO COMPLY WITH ALL REQUIREMENTS BELOW INCLUDING PROVIDING ALL REQUIRED PROJECT COMPLETION DOCUMENTATION. COMMISSIONING, TEST AND BALANCE OF HVAC AND PLUMBING SYSTEMS 1. THE CONTRACTOR WILL SELF EXECUTE THE COMMISSIONING OF THE MECHANICAL AND PLUMBING SYSTEMS. SYSTEMS WILL BE COMMISSIONED, TESTED, AND BALANCED IN ACCORDANCE WITH 2009 WSEC 1416. CONTRACTOR SHALL COMPLETE FIGURE 14B "COMMISSIONING COMPLIANCE CHECKLIST" (SEE BELOW) PRIOR TO APPLYING FOR CERTIFICATE OF OCCUPANCY. AN EDITED VERSION OF 2009 WSEC 1416 CRITERIA IS INCLUDED FOR REFERENCE WITH PROJECT SPECIFIC NOTES INCLUDED. 2. THE OWNER WILL APPOINT AN INDEPENDENT PARTY TO OVERSEE AND REVIEW THE COMMISSIONING WORK OF THE CONTRACTOR (COMMISSIONING REVIEWER = CXR). 3. THE CONTRACTOR IS RESPONSIBLE FOR LIMITED TESTING AND VERIFICATION OF THE SHELL AND CORE SYSTEMS INCLUDING DUCT STATIC PRESSURE CONTROL, SUPPLY AIR TEMPERATURE RESET, AND ECONOMIZER. A REPORT OF DEFICIENCIES WILL BE ISSUED TO THE LANDLORD FOR LANDLORD EXECUTED REPAIR. 4. THE CONTRACTOR WILL PROVIDE THE WRITTEN FUNCTIONAL TESTS FOR REVIEW BY THE CXR. THE CXR WILL PROVIDE COMMENTS TO BE INCORPORATED BY THE CONTRACTOR. 5. CONTRACTORS WILL BE RESPONSIBLE FOR EXECUTING PREFUNCTIONAL TESTING OF EQUIPMENT PER THE REVIEWED TESTS. THE CONTRACTORS WILL CORRECT DEFICIENCIES PRIOR TO FINAL FUNCTIONAL TESTING. 6. THE CXR WILL BE NOTIFIED AND MAY SELECT TO BE PRESENT WHEN THE CONTRACTOR EXECUTES FINAL FUNCTIONAL TESTING. 7. INSTALLING CONTRACTORS WILL PROVIDE EQUIPMENT, MATERIALS, AND LABOR NECESSARY TO CORRECT DEFICIENCIES FOUND DURING THE COMMISSIONING PROCESS TO FULFILL CONTRACT AND WARRANTY REQUIREMENTS. 8. THE CONTRACTOR WILL BE EXPECTED TO FULLY PARTICIPATE IN ALL COMMISSIONING MEETINGS AND EXECUTE WORK, START, TEST, BALANCE, FUNCTIONAL TESTING, DEFICIENCY CORRECTIONS, ETC. PER THE AGREED UPON PROJECT SCHEDULES. THERE WILL BE NO CHANGE ORDERS ACCEPTED FOR THE CONTRACTOR'S FULLY CODE COMPLIANT COMMISSIONING EXECUTION. 9. WSEC 1416: PROJECT COMPLETION REQUIREMENTS WITH PROJECT SPECIFIC CRITERIA INCLUDED FOR REFERENCE a. WSEC 1416 CRITERIA REPRESENTS THE COMMISSIONING SCOPE OF WORK DESCRIPTION. THE FOLLOWING IS AN- EDITED VERSION TO COMMUNICATE KEY RESPONSIBILITIES. b. 1416.2 COMMISSIONING SCOPE: COMMISSIONING IN COMPLIANCE WITH THIS SECTION AND SECTION 1513.7 SHALL BE REQUIRED FOR NEW SYSTEMS OR MODIFIED PORTIONS OF SYSTEMS, WITH A HEATING CAPACITY OF 600K BTU /H OR A COOLING CAPACITY OF 40 TONS OR MORE. i. 1416.2.1 BUILDINGS WHICH REQUIRE COMMISSIONING SHALL GO THROUGH A COMMISSIONING PROCESS THAT INCLUDES AS A MINIMUM: 1. COMMISSIONING PLAN; 2. SY EMS ESTI AND :ALAN ING; 3. HVAC EQUIPMENT AND HVAC CONTROLS FUNCTIONAL TESTING; 4. SUPPORTING DOCUMENTATION IN THE FORM OF OPERATION AND MAINTENANCE AND RECORD DOCUMENTS; 5. COMMISSIONING REPORT. c. 1416.3.1 COMMISSIONING PLAN: COMMISSIONING PLAN SHALL INCLUDE: 1. A GENERAL DESCRIPTION OF THE COMMISSIONING PROCESS ACTIVITIES INCLUDING THE SYSTEMS TO BE COMMISSIONED; 2. THE SCOPE OF THE COMMISSIONING PROCESS INCLUDING SYSTEMS TESTING AND BALANCING, FUNCTIONAL TESTING, AND SUPPORTING DOCUMENTATION; 3. ROLES AND RESPONSIBILITIES OF THE COMMISSIONING TEAM; 4. A SCHEDULE OF ACTIVITIES INCLUDING SYSTEMS TESTING AND BALANCING, FUNCTIONAL TESTING, AND SUPPORTING DOCUMENTATION; 5. FUNCTIONAL TEST PROCEDURES AND FORMS. d. 1416.3.2 SYSTEMS TESTING AND BALANCING - 1416.3.2.1 GENERAL: ALL HVAC AIR AND HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. e. 1416.3.2.2 AIR SYSTEMS BALANCING: THROTTLING LOSSES SHALL BE MINIMIZED BY BALANCING THE SYSTEMS OR ADJUSTING THE SPEED OF FANS WITH MOTORS GREATER THAN 1 HP. f. 1416.3.3 SYSTEMS, EQUIPMENT, AND CONTROLS FUNCTIONAL TESTING: ALL HVAC SYSTEMS, EQUIPMENT, AND CONTROLS AS WELL AS AND LIGHTING CONTROLS AS SPECIFIED IN SECTION 1513.7 SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH SEQUENCES OF OPERATION PRESCRIBED IN THE CONSTRUCTION DOCUMENTS. WRITTEN PROCEDURES WHICH CLEARLY DESCRIBE THE INDIVIDUAL SYSTEMATIC TEST PROCEDURES, THE EXPECTED SYSTEMS' RESPONSE OR ACCEPTANCE CRITERIA FOR EACH PROCEDURE, THE ACTUAL RESPONSE OR FINDINGS, AND ANY PERTINENT DISCUSSION. OPTIONAL EXAMPLES OF TEST METHODS AND FORMS ARE PROVIDED IN REFERENCE STANDARD 34. g. 1416.3.4 SUPPORTING DOCUMENTATION: SUPPORTING DOCUMENTATION SHALL INCLUDE, AS A MINIMUM: h. 1416.3.4.1 SYSTEMS DOCUMENTATION: SYSTEMS DOCUMENTATION SHALL BE IN ACCORDANCE WITH INDUSTRY I. ACCEPTED STANDARDS AND SHALL INCLUDE AS A MINIMUM: 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT. 2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE HVAC SERVICE AGENCY. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AS -BUILT DRAWINGS AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5. COMPLETE WRITTEN NARRATIVE OF HOW EACH SYSTEM AND PIECE OF EQUIPMENT IS INTENDED TO OPERATE INCLUDING INTERFACE WITH EXISTING EQUIPMENT OR SYSTEMS (WHERE APPLICABLE). SEQUENCE OF OPERATION IS NOT ACCEPTABLE AS A NARRATIVE FOR THIS REQUIREMENT. j. 1416.3.4.2 RECORD DOCUMENTS: CONSTRUCTION DOCUMENTS SHALL BE UPDATED TO CONVEY A RECORD OF THE ALTERATIONS TO THE ORIGINAL DESIGN. SUCH UPDATES SHALL INCLUDE UPDATED MECHANICAL, ELECTRICAL AND CONTROL DRAWINGS RED- LINED, OR REDRAWN IF SPECIFIED, THAT SHOW ALL CHANGES TO SIZE, TYPE AND LOCATION OF COMPONENTS, EQUIPMENT AND ASSEMBLIES. k. 1416.3.4.3 SYSTEMS OPERATION TRAINING: TRAINING OF THE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND OR SYSTEM SHALL INCLUDE AS A MINIMUM: 1. REVIEW OF SYSTEMS DOCUMENTATION. 2. HANDS -ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START-UP PROCEDURES. 3. TRAINING COMPLETION REPORT. I. 1416.3.5 COMMISSIONING REPORT: THE COMMISSIONING REPORT SHALL BE COMPLETED AND PROVIDED TO THE OWNER. THE COMMISSIONING REPORT SHALL INCLUDE: 1. COMPLETED FUNCTIONAL TEST FORMS INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE. REVIEWED FOR 2. ISSUES LOG OF CORRECTED AND UNCORRECTED DEFICIENCIES WITH THE ANTICIPATED DATE OF CODE COMPLIANCE CORRECTION. APPROVED 3. DEFERRED TESTS, WHICH CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION, WITH AUG 2 2 2011 ANTICIPATED DATE OF COMPLETION. CITY of Tukwila 4. RECORD OF PROGRESS AND COMPLETION OF OPERATOR TRAINING. BUILDING DIVISION 5. COMPLETED COMMISSIONING COMPLIANCE FORM. CRYISFTKIMLA AUG 09 2011 PERMIT CENTER SABA rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 7.19 .2011 PANDORA' WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 08/08/2011 MECHANICAL PERMIT CORRECTIONS MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 MO.02 APPLICABLE CODES AND STANDARDS 1. 2009 WASHINGTON STATE ENERGY CODE (WSEC) 2. 2009 WASHINGTON STATE MECHANICAL CODE (WSMC) 3. 2009 WASHINGTON STATE FUEL GAS CODE (WSFGC) 4. 2009 WASHINGTON STATE FIRE CODE (WSFC) 5. 2009 WASHINGTON STATE BUILDING CODE (WSBC) 6. 2009 UNIFORM PLUMBING CODE WITH KING COUNTY AMENDMENTS 7. ALL APPLICABLE LOCAL JURISDICTION AMENDMENTS HVAC AND PLUMBING CONTRACTOR NOTES GENERAL 1. IF THERE IS A CONFLICT BETWEEN DESIGN DOCUMENTS AND THE RFP, THE CONTRACTOR WILL IDENTIFY THE DISCREPANCY AND REQUEST A CLARIFICATION PRIOR TO RFI RESPONSE. MISCELLANEOUS SCOPE 1. PROPERTY LINE ACOUSTIC CALCULATIONS, IF REQUIRED, WILL BE BY THE HVAC AND PLUMBING CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE THE REQUISISTE ANALYSIS TO ASSURE THE TEAM OF ACCEPTABLE ACOUSTICAL PERFORMANCE OF EACH SYSTEM. 3. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR ALL STRUCTURAL CALCULATIONS REQUIRED FOR THE SUPPORTING STRUCTURE FOR PERMIT INTAKE. 4. MC AND PC SHALL INCLUDE STRUCTURAL TIEDOWN CALCULATIONS FOR ALL EQUIPMENT AS REQUIRED BY THE 2009 IBC AND ASCE 7 -05. 5. MECHANICAL AND PLUMBING CONTRACTORS ARE TO PROVIDE AND INSTALL FIRE STOPPING OF ALL THROUGH AND MEMBRANE PENETRATIONS AS REQUIRED BY THE IBC AND OTHER APPLICABLE CODES. FLOOR PENETRATIONS TO INCLUDE WATERTIGHT SEAL WHERE NOTED ON PLUMBING PLANS AND /OR ET 6. AL DU ORK, PIPIN , PLU BING, AND 1 UIP NT A TO B SEIS ICALL RES INE i AS R QUIRE BY THE 2019 IBC WITH ASHI GTON STATE AMEI\DMEN . LL A ESS ' ELS WA AN i OR CEILING ARE ' OVIDED A ' NST ND PLUMBING CONTRACTORS. MECHANICAL AND PLUMBING CONTRACTORS ARE TO COORDINATE REQUIRED LOCATIONS AND SIZES WITH THE CONTRACTOR PROVIDING AND INSTALLING ACCESS PANELS. 8. THE CONTRACTORS WILL PROVIDE AND INSTALL PHENOLIC TAGS IDENTIFYING EACH SPECIFIC PIECE OF EQUIPMENT. FINAL TAGGING IS TO BE APPROVED BY THE OWNER. 9. ALL PIPING WILL BE LABELED EXTENSIVELY IN COMPLIANCE WITH ACCEPTED INDUSTRY STANDARDS AND BUILDING STANDARDS. 10. VFD DRIVEN MOTORS ARE TO BE INDICATED AS VFD COMPATIBLE WITHIN EQUIPMENT SUBMITTALS. 11. ALL VFD'S ARE PROVIDED BY THE HVAC AND PLUMBING CONTRACTORS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. DISCONNECTS WILL BE PROVIDED SEPARATE FROM THE VFD'S AND WILL BE BY EC. 12. THE CONTRACTORS WILL FULLY COORDINATE WITH PSE, SCE., AND SPU AS REQUIRED FOR THE OWNER TO RECEIVE THE INCENTIVES. 13. THE CONTRACTORS WILL INCLUDE A TRANING PROGRAM DEDICATED TO ASSISTING FACILITY PERSONEL WITH OPERATIONS AND MAINTENANCE. INCLUDE A MINIMUM OF 16 HOURS FOR PLUMBING SYSTEMS AND 20 HOURS FOR HVAC SYSTEMS. TRAINING PROGRAMS ARE TO BE SUBMITTED TO 3RD PARTY OBSERVATION TEAM FOR APPROVAL. LED THE ECH ICAL COMPLETION L ALL FINISHED SURFACES SHALL BE PROTECTED FROM TOOLBOXES, ETC. AT THE TRIM STAGE. NO TOOLS, APPLIANCE PANELS, ETC. ARE TO BE PLACED UPON ANY FINISHED COUNTERTOP DURING TRIM OUT. 2. WHEN TRIM WORK IS COMPLETED, WALLS, CEILING, ETC. WILL REMAIN CLEAN AS FOUND. 3. ALL WORK CONTRACTED FOR MUST BE ACCEPTED BY ALL APPLICABLE INSPECTORS INCLUDING SITE SUPERINTENDENT, GC QUALITY CONTROL PERSONNEL, OWNER'S REPRESENTATIVE (RUSHING) OR THEIR ASSIGNS. 4. WARRANTY PERIOD TO EXTEND FOR ONE YEAR FROM DATE THE PROJECT IS OCCUPIED BY THE PURCHASER. WAR NTY NOT APPLI BLE T DEFECTIVE ITEMS DUE TO FAULTY WORK OF TRADES. 5. E • IPME T STA TUP, ESTI G, BA A aN , AND OMM SION G IN ULL C • MP NCE ITH T E 200 WSEC SECTION 1416 IS BY THE INSTALLING CONTRACTOR. SEE ADDITIONAL NOTES. 6. AS- BUILTS: PROVIDE OWNER WITH ELECTRONIC AS -BUILT DRAWINGS WITHIN TWO WEEKS OF SUBSTANTIAL COMPLETION. AS- BUILTS WILL REFLECT ALL CHANGES FROM THE CONSTRUCTION DRAWING SET AND WILL COMPLY WITH 2019 WASHINGTON ST TE EN RGY CODE PROJECT COMP ETION REQUIREMENTS. &MS: ' ROVI ' HA'I ' COP AND ECTR SUBSTANTIAL COMPLETION. • NIC PIES • F O &' S FO' ALL SYSTEM EE OF HVAC CONTRACTOR NOTES HVAC CRITERIA: 1. INDOOR WINTER DESIGN: 70 °F 2. INDOOR SUMMER DESIGN: 74 °F 3. NON - RESIDENTIAL OUTDOOR WINTER DESIGN: 24 °F 4. OUTDOOR SUMMER DESIGN: 86 °F DB / 66 °F WB 5. RELATIVE HUMIDITY: NO REQUIREMENT FOR CONTROL. 6. VENTILATION: COMMERCIAL RETAIL: 0.30 CFM /SF 7. VENTILATION: 20 CFM / PERSON 8. LIGHTING RETAIL WATTS /SF: 3 WATT /SF 9. RETAIL EQUIPMENT WATTS /SF: 3000 W 10. OTHER NON- RESIDENTIAL EQUIPMENT WATTS /SF: 1.5 WATTS / SF PLUMBING CONTRACTOR NOTES GENERAL: 1. ALL PLUMBING AND PIPING TO COMPLY WITH APPICABLE PLUMBING CODES. 2. INSTALLATION WILL COMPLY WITH BUILDING STANDARDS. 3. ALL PIPE SIZES NOTED ON THE DRAWINGS ARE THE MINIMUM SIZE TO BE USED. 4. PROVIDE CLEANOUTS ON SANITARY SEWER SYSTEM AS REQUIRED BY CODE AND AS INDICATED ON DRAWINGS. 5. PLUMBING DRAWINGS ARE SCHEMATIC AND DO NOT INDICATE EVERY OFFSET REQUIRED FOR ROUTING. IT SHALL BE THE PLUMBING CONTRACTORS RESPONSIBILITY TO COORDINATE PIPE ROUTING AND ELEVATIONS WITH OTHER TRADES BEFORE CONSTRUCTION. WHERE CONFLICTS OCCUR, REROUTING MAY BE REQURIED. 6. PLUMBING CONTRACTOR IS TO VERIFY ALL DRAIN AND PIPE LOCATIONS WITH ARCHITECTURAL, MODIFIED CODE REFERENCES RU • AND • HE' ONS TAN BRA GS U 7. PLUMBING TO BE INSULATED PER 2019 WASHINGTON STATE ENERGY CODE REQUIREMEN A ' PI 0 RES RE E i 1 A MODIFIED CODE CO, AN s CE' D A DARDS. REFERENCES 9. ALL ISOLATION VALVES ARE TO BE INSTALLED IN ACCESSIBLE LOCATIONS. PLUMBING CONTRACTOR IS TO PROVIDE AND COORDINATE ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES. 10. ALL FIXTURES TO BE PROVIDED AND INSTALLED TO COMPLY WITH WASHINGTON STATE ACCESSIBLITY CODES. 11. ALL FIXTURES TO BE PROVIDED AND INSTALLED TO COMPLY WITH WASHINGTON STATE WATER CONSERVATION PERFORMANCE STANDARDS OR BE 1 I ER PER THE PLUMBING FIXTURE SCHEDULE. 12. THE PLUMBING CONTRACTOR SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM OUTSIDE AIR INTAKES. 13. ALL PIPING SHALL BE SECURED IN PLACE WITH STRAPS OR HANGERS SPECIFICALLY DESIGNED FOR THE PURPOSE TO PREVENT RATTLING AND VIBRATION. PIPING AND FITTINGS AT ALL WATER OUTLETS SHALL BE RIGIDLY FASTENED TO STRUCTURE TO PREVENT MOVEMENT. LONG RUNS OF PIPING SHALL BE INSTALLED WITH PROVISIONS FOR EXPANSION AND CONTRACTION. 14. THE AIR GAP BETWEEN PARTY WALLS IS TO MITIGATE SOUND TRANSFERENCE. PIPES PLACED WITHIN THIS AIR SPACE AIR TO BE ISOLATED FROM THE STUDS THEY PASS THROUGH. PIPES SERVING ANY SPECIFIC UNIT MUST BE PLACED WITHIN THE STUD DEPTH OF THE WALL SERVING THAT UNIT ONLY RUN ALL WATER LINES IN WARM AREAS, AVOIDING EXTERIOR WALLS AND BLIND CORNERS. 15. THE PLUMBING SUBCONTRACTOR IS RESPONSIBLE TO REVIEW PLANS TO DETERMINE WHICH WALLS, IF ANY, SHOULD BE INCREASED IN DEPTH FROM THAT SHOWN ON THE PLANS TO ACCOMMODATE THE SUBCONTRACTOR'S PIPING. THE PLUMBING SUBCONTRACTOR SHALL MEET WITH THE SUPERINTENDENT AND FRAMER TO COORDINATE THIS SIZING WITH THE REQUIREMENTS OF OTHER TRADES. 16. THE PLUMBING SUBCONTRACTOR WILL SUPPLY LEAD BOOT ROOF FLASHINGS FOR PIPE PENETRATIONS PRIOR TO ROOFING AS SCHEDULED BY THE SUPERINTENDENT. ROOF FLASHINGS MOPPED IN BY ROOFING CONTRACTOR. KEEP ONE EXTRA FLASHING OF EACH SIZE FOR POTENTIAL USE IN CASE OF LOSS OR DAMAGE UNTIL COMPLETION OF ROOFING OPERATIONS. ALL PENETRATIONS SHALL BE KEPT A MINIMUM OF EIGHTEEN INCHES (18 ") AWAY FROM HIPS, CRICKETS AND VALLEYS OR AS REQUIRED BY ROOFING CONTRACTOR. WASTE AND VENT SYSTEMS 1. UNLESS NOTED OTHERWISE HORIZONTAL AND VERTICAL WASTE PIPING IS TO BE ABS OR PVC. MODIFIED CODE HORIZONTAL WASTE PIPING OVER RESIDENCE LIVING SPACES OR BEDROOMS (OUTSIDE OF REFERENCES BATHROOMS) WILL BE NO -HUB CAST IRON. ALL RESIDENCE ABS OR PVC WASTE PIPING IS TO BE FULLY WRAPPED IN CARPET PAD OR EQUIVALENT MATERIAL FOR SOUND ISOLATION PURPOSES. 2. VENT PIPING IS TO BE ABS OR PVC. 3. CENTER ALL VERTICAL WASTE LINES IN THE INTERIOR WALLS AND HOLD TO THE WARM SIDE OF THE VAPOR BARRIER IN EXTERIOR WALLS TO AVOID CONDENSATION FORMATION IN WALL CAVITIES. PIPES, WHICH PROTRUDE BEYOND THE PLATE OR WALL PLANE WILL BE DEEMED INCORRECTLY INSTALLED AND WILL BE MOVED BY THE PLUMBING SUBCONTRACTOR. PIPE HOLES SHALL BE APPROPRIATELY SIZED TO MEET APPLICABLE CODES BUT NOT OVERSIZED SO AS TO INHIBIT FIRE - STOPPING OF PENETRATIONS. SUBCONTRACTOR IS RESPONSIBLE TO VERIFY CORRECT SIZE OF HOLE NECESSARY FOR PIPE TO MEET APPLICABLE CODE FOR FIRE STOPPING. 4. NAIL PLATES SHALL BE INSTALLED WHEREVER NEEDED AND WHEN PIPING IS WITHIN 1 -1/2 INCHES OF THE EDGE OF A FRAMING MEMBER AND AS REQUIRED BY CODE. LEAKS DUE TO DRYWALL NAILS /SCREWS PENETRATING PIPES DUE TO OMISSION OF OR INCORRECTLY INSTALLED NAIL PLATES WILL BE REPAIRED AT SUBCONTRACTORS' EXPENSE. 5. CLEANOUTS TO BE PROVIDED PER CODE. WALL TERMINATIONS ARE TO BE UTILIZED IN LIEU OF FLOOR CLEANOUTS. PROVIDE WITH STAINLESS WALL PLATES. 6. ALL ABOVE GROUND WASTE AND VENT PIPING IN THE GARAGE SHALL BE ABS, SCHED 40 PVC SOLVENT WELDED, OR CAST IRON. COORDINATE BOLLARDS OR STEEL PLATE PROTECTION ASSEMBLIES FOR ALL PIPING EXPOSED TO POSSIBLE DAMAGE FROM VEHICLES. 7. UNDERGROUND WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC SOLVENT WELDED OR CAST IRON OR ABS. 8. WASTE CLEAN OUTS SHALL BE INSTALLED IN THE GARAGE OR OTHER UNFINISHED SPACE WHENEVER POSSIBLE. OTHERWISE LOCATE WITHIN WALL AND COVER BY AN APPROVED METAL ACCESS CAP. PC IS RESPONSIBLE FOR VERIFYING WALL THICKNESS PRIOR TO INSTALLING PIPE. 9. ALL PLUMBING SHALL BE PLUGGED AND CAPPED DURING INSTALLATION AND KEPT FREE OF CONTAMINATION AND DEBRIS. 10. PROVIDE APPROPRIATELY SIZED CONDENSATE TRAP AND CONDENSATE LINES AS REQUIRED BY CODE FOR ALL COMMON AREA HVAC UNITS. TRAP DEPTH AND SIZING WILL BE PER THE DETAILS IN THE DRAWINGS AND APPROVED BY THE ENGINEER OF RECORD OR PER THE MANUFACTURER INSTALLATION INSTRUCTIONS. CONDENSATE PIPING SHALL BE COPPER. 11. SEWER CONNECTIONS SHALL BE COORDINATED WITH THE CIVIL ENGINEER. THE UTILITY CONTRACTOR IS TO MAKE ALL SIDE SEWER CONNECTIONS. SIDE SEWER SIZES AND LOCATIONS ON THE DRAWINGS ARE PROVIDED FOR INITIAL COORDINATION. FINAL SIZING AND LOCATIONS TO BE CONFIRMED BY THE PC. DOMESTIC WATER SYSTEMS 1. INDIVIDUAL DCW AND DHW ISOLATION VALVES SHALL BE LOCATED IN THE UTILITY CLOSET OR OTHER LOCATION AS SPECIFIED BY THE OWNER, AND BE EASILY ACCESSIBLE AFTER INSTALLATION AND PROVIDE WITH A PRE - PRINTED LABEL `UNIT WATER SHUT OFF ". MARKING OF DRYWALL WITH FELT PEN OR OTHER MEANS IS NOT ACCEPTABLE. 2. PROVIDE SERVICE SIZE CALCULATIONS FOR REVIEW AND APPROVAL ON PERMIT DRAWINGS PRIOR TO INSTALLATION. 3. BASED UPON INFORMATION PROVIDED BY THE CIVIL ENGINEER, LOCAL PRESSURE IS ADEQUATE TO AVOID PROVIDING A BOOSTER PUMP SKID. AN ACTUAL WATER AVAILABILITY CERTIFICATE IS REQUIRED TO VERIFY THE BOOSTER PUMP DECISION. PROVIDE PRESSURE CALCULATIONS ON DRAWINGS FOR REVIEW AND APPROVAL BY OWNERSHIP TEAM PRIOR TO INSTALLATION. PLUMBING FIXTURES AND APPLIANCES 1. ARCHITECT TO COORDINATE WHERE ADA ACCESS UNITS ARE TO BE LOCATED AND WHAT SPECIAL PLUMBING FIXTURES ARE REQUIRED FOR THESE UNITS. PC IS TO REFER TO ARCHITECTURAL DRAWINGS FOR QUANTITIES OF UNITS WITH ADA ACCESS. 0 SA B A rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2011 City of Tukwila BUILDING DIVISION cARSIIA AUG 0 9 2011 PERMIT CENTER RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 7.19 .2011 PANDORA` WESTFIELD SOUTHCENTER 633 SOUTHCENTER STOREFRONT 588 SEATTLE, WA 98188 DATE DESCRIPTION 08/08/2011 MECHANICAL PERMIT CORRECTIONS MECHANICAL MATERIALS & SPECIFICATIONS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M0.03 11 1 FAN SCHEDULE TAG # EF -1 BASIS OF DESIGN MANUFACTURER GREENHECK MODEL SP -B110 DESIGN DATA AREA SERVED RESTROOM EXHAUST / SUPPLY 1 RELIEF EXHAUST LOCATION RESTROOM QUANTITY OF FANS 1 FAN PROVIDED BY BY MC FAN TYPE/ SIZE DETAILS FAN TYPE CEILING CABINET CFM 85 CFM E.S.P. 0.75" E.S.P. FAN RPM 950 RPM OR MOTOR WATTS 80 W VOLTAGE /PHASE 115/60/1 MOTOR EFFICIENCY - CODE MIN. MOTOR TYPE (ODP/TEFC/EXPLOSION PROOF /OTHER) ODP ELECTRICAL DATA _ DISCONNECT BY EC MANUAL STARTER (PROVIDED & INSTALLED BY EC) NA MAGNETIC STARTER (PROVIDED & INSTALLED BY EC) BY MANUF. VFD (PROVIDED BY M.C. & INSTALLED BY EC) • NA VFD BYPASS NA 120/1 SERVICE OUTLET WITHIN 25 FEET BY EC EMERGENCY POWER NO STANDBY POWER NO SMOKE DETECTOR (REMARK 1) NO CONTROL DATA TYPE OF CONTROL WALL SWITCH WALL SWITCH & WIRING BY EC SPECIFICATION DATA DIRECT DRIVE/BELT DRIVE DIRECT DRIVE PHYSICAL DATA OVERALL HEIGHT 7.94" OVERALL HEIGHT ABOVE ROOF NA OVERALL WIDTH 11.5 OVERALL LENGTH 13.875 FAN WEIGHT 10 MOTOR WEIGHT NA TOTAL WEIGHT (LESS SITE BUILT CURB) 10 ACOUSTICAL DATA (AT NORMAL OPERATING CFM WITH SOUND LEVELS 9 5 FT FROM FAN) 63 39 125 61 250 58 500 57 1000 56 2000 49 4000 43 8000 37 LwA 59 dBA 48 SONES 4.4 MISC. DETAILS PARTS AND LABOR WARRANTY FROM PROJECT SUBSTANTIAL COMPLETION DATE YES FREIGHT FOB JOBSITE SHIPPING INSTRUCTIONS - SHRINK WRAP & COVER ALL OPENINGS YES ELECTRONIC SUBMITTAL YES ELECTRONIC INSTALL/O&M MANUAL YES ROOFTOP PACKAGE UNIT SCHEDULE (HEAT PUMP TAG # ACU -R -1 BASIS OF DESIGN MANUFACTURER TRANE MODEL 4WCC3036A1000A NOMINAL TONAGE 3 LOCATION ROOFTOP SERVICE SUPPLY' FA N INFORMA770N SUPPLY FAN TYPE CENTRIFUGAL, DIRECT DRIVE SUPPLY CFM (CAPACITY) 1,200 MAX SUPPLY E.S.P. (EXISTING) REQUIRED ESP (NEW) 1.0 (EST) MOTOR BHP 0.85 MOTOR HP 0.5 INDOOR FAN RPM 1075 MINIMUM OUTSIDE AIR CFM 300 COOLING INFORMATION COOLING COIL EAT (DB/WB) 80/64 UNIT LAT (DB/WB) 54.5/53.5 COOLING MBH TOTAL (GROSS /NET) 35.00 COOLING MBH SENS (GROSS /NET) 8.10 AMBIENT CONDENSER TEMPERATURE (COOLING) 62 3.18 CODE REQUIRED MIN SEER/EER 13 SEER UNIT SEER 13 SEER HEATING INFORMATION (HEAT PUMP) HEATING CAPACITY 35,000 ELECTRICAL INFORMATION VOLTAGE /PHASE _ 208/230 -3 -60 UNIT MCA 18.2 UNIT MOCP 30 UNIT DISCONNECT FLA 22 UNIT DISCONNECT LRA 74 SUPPLY FAN VOLTAGE 208/230 -1 -60 SUPPLY FAN - HP SUPPLY FAN- FLA 4.9 COMPRESSOR VOLTAGE COMPRESSOR QTY COMPRESSOR HP (EACH) COMPRESSOR RLA (EACH) 12.8 COMPRESSOR LRA (EACH) 60 CONDENSER FAN VOLTAGE CONDENSER FAN QTY 1 CONDENSER FAN HP 1 CONDENSER FAN(S)- FLA 1.0 UNIT MISC INFORMATION FACTORY ROOF CURB HEIGHT 14 FACTORY CURB WEIGHT 122 ADAPTER CURB REQUIRED? NO UNIT HEIGHT 35 -3/8 OVERALL WIDTH 48 -7/8 OVERALL LENGTH 41 -5/16 TOTAL WEIGHT (LESS SITE BUILT CURB) 175 FILTER QTY 4 FILTER SIZE 16 "x20 "x2" APPLICABLE NOTES 1,2 REMARKS: 1. MOUNT UNIT ON ROOF CURB, MAKE ALL CONNECTIONS. TRANE, CARRIER OR APPROVED 2. PROVIDE DRY BULB OUTSIDE AIR ECONOMIZER - MODEL BAYECON101A ECONOMIZER/RAIN HOOD 3. PROVIDE STANDALONE CONTROLS CAPABLE OF MEETING 2009 WSEC REQUIREMENTS FOR HEAT PUMP 4. AHRI CERTIFIED & LISTED IN CERTIFIED PROGRAM PER AHRI - Nk\\ CONTROLS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 22 2011 City of Tukwila BUILDING DIVISION LA CITY III II. 7 0 :?Oil PERMIT CENTER S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 Q 206 957 6400 0 206 957 6404 RUSHING Engineering-Essentials-Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 ? PERMIT SET 7.192011 PANDORA" WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL SCHEDULES SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M1.01 FIELD - COORDINATE DUCT ROUTING WITH LIGHTING FIXTURE SUPPORT & ALL EXISTING CONDITIONS. 16x12/SL S/A UP TO ACU -R 1 PROVIDE BOOT FITTING AT PLENUM TAKEOFF (TYP, S /A) CABLE - OPERATED DAMPER (TYP). PROVIDE YOUNG REGULATOR MODEL 5020CC, 270 -275ML CABLE CONTROL KIT, CABLE, & ALL NECESSARY ACCESSORIES FOR SYSTEM BALANCING (OR APPROVED EQUAL). LOCATE CONTROLLERS IN DIFFUSER PLENUMS. REFER TO DETAIL 2/M5.01. 6" ARCHITECTURAL REVEAL FOR RETURN AIR. REFER TO ARCH PLANS FOR DETAILS. SERVICE HALLWAY 0 UNDERCUT DOOR 1/2" FOR AIR TRANSFER TO RESTROOM. CONNECT TO EXISTING TOILET EXHAUST SYSTEM. POINT OF CONNECTION TO BE FIELD- VERIFIED. MEN 16x11 OPEN -ENDED DUCT (R/A). FIELD- COORDINATE DUCT ROUTING WITH LIGHTING FIXTURE SUPPORT AND ALL EXISTING CONDITIONS. 16x12 /SL R/A UP TO ACU -R 1 LD-2 -SLOT 5 @ 44 CFM /FT (TIT 5) MECHANICAL FLOOR PLAN SCALE: 1/4" =1' -0" go\ TRASH ) JAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2011 City of Tukwila BUILDING DIVISION CITYRFORAIL► JUL 2010N PERMIT CENTER S A B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RUSHING Engineering Essentials- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.191011 PA ND6RAM WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWIIA, WA MECHANICAL FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M2.01 1 16x12 S/A &R/A DN. FIELD - COORDINATE FINAL LOCATION OF UNIT WITH EXISTING CONDITIONS, STRUCTURE, & LIGHTING SUPPORTS. OUTSIDE AIR INTAKE TO BE A MINIMUM OF 10' FROM ALL EXHAUST OUTLETS, & 15' FROM ALL PLUMBING VENTS. FINAL UNIT LOCATION WILL REQUIRE FIELD - COORDINATION TO ENSURE THIS REQUIREMENT. MECHANICAL ROOF PLAN SCALE: 1/4" =1' -0e Dik REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION crryREKSKA JUL 2 0'2011 PERMIT CENTER SA BArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 RIMING Engineering- Essentlals- Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PA N DrSRA" WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL ROOF PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M2.02 !A\\--V01'\ GENERAL NOTES: A. SEISMIC TIE DOWN DESIGN & INSTALL TO BE PROVIDED BY M.C. B. TOP OF ROOF CURB TO BE FLAT TO ENSURE PROPER SEAL. GASKET SEAL BETWEEN TOP OF CURB & UNDERSIDE OF MECHANICAL UNIT. SEISMIC RESTRAINT STRAP ROOF FELT, STOP BEFORE CURB LIP. (EXISTING) SHEETMETAL FLASHING (EXISTING) CANT STRIP (EXISTING) ROOFTOP UNIT INTERNAL CURB FRAME MEMBER WITH GASKET SEAL BETWEEN DUCT FLANGE & UNDERSIDE OF ilipPP. UNIT. STEEL ANGLE TO PROTECT ALXPOSED EDGE F SOUND LINER. ROOF INSULATION .. 4 2 "x6" WOOD BACKING BY OTHERS FACTORY CURB BY M.C. 2" RIGID INSULATION BY OTHERS METAL DUCT WITH 1" SOUND LINER SOUNDSEAL DUCT PERIMETER THROUGH ROOF PENETRATION SO THAT UNDERSIDE OF ACU IS NOT DIRECTLY EXPOSED TO AREA BELOW ROOF ARE. LEVELING CURB BY OTHERS HEIGHT DETERMINED BY OTHERS BASED ON DEPTH OF INSULATION AT THAT LOCATION EQUIPMENT CURB WITH SEISMIC RESTRAINTS SCALE: NOT TO SCALE MAIN DUCT ilSEE PLAN FOR TYPE AND SIZE BRANCH DUCT FLEX DUCT INSULATED PLENUM FLEXIBLE CABLE BRACKET SECURE TO DUCT VOLUME DAMPER OPERATED THROUGH FLEX. CABLE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011, City of Tukwila BUILDING DIVISION ANIMINIMMR AIR OUTLET /INLET SEE PLANS FOR TYPE AND SIZES crrtRWE'LA JUL 20'2011. PERMIT CENTER LINEAR DIFFUSER SCALE: NOT TO SCALE S A BArch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 Q 206 957 6400 Q 206 957 6404 RUSHING Eng neering- Essentlals•Delivery 1725 WESTLAKE AVE N SUITE 300 SEATTLE, WA 98109 P: (206) 285 -7100 F: (206) 285 -7111 PERMIT SET 7.19.2011 PANDORA' WESTFIELD SOUTHCENTER STOREFRONT 588 TUKWILA, WA MECHANICAL DETAILS SCALE: DRAWN: CHECKED: PROJECT NO: 10008.03 M5.O1