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HomeMy WebLinkAboutPermit M08-006 - WESTFIELD SOUTHCENTER MALL - COACHCOACH 607 SOUTHCENTER MALL M08-006 Parcel No.: 6364200010 Address: Suite No: DESCRIPTION OF WORK: MECHANICAL FOR NEW TI doc: IMC -10/06 CitAbf 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 607 SOUTHCENTER MALL TUKW Tenant: Name: COACH Address: 607 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA Contact Person: Name: SCOTT DAVES Address: 140 S LAKE AV, STE 323 , PASADENA CA Contractor: Name: MERIT MECHANICAL INC. Address: PO BOX 2109 , REDMOND, WA Contractor License No: MERITMI163CM Value of Mechanical: $26,000.00 Type of Fire Protection: SPRINKLERS /AFA Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial MECHANICAL PERMIT EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 1 0 0 0 2 0 0 0 0 * *continued on next page ** M08 -006 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 626 585 -2931 Phone: 425 883 -9224 Expiration Date: 06/01/2009 M08 -006 04/23/2008 10/20/2008 Fees Collected: $511.98 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 9 Thermostat 2 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 Printed: 04 -23 -2008 Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied wi The granting of this construction or th Signature: Print Name: doc: IMC -10/06 • 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 C,rk 1k Permit Number: M08 -006 Issue Date: 04/23/2008 Permit Expires On: 10/20/2008 Date: az-07W1 d this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating rmance of work. 'Q authorized to sign and obtain this mechanical permit. Date: il 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. M08 -006 Printed: 04 -23 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 607 SOUTHCENTER MALL TUKW Suite No: Tenant: COACH 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 PERMIT CONDITIONS Permit Number: M08 -006 Status: ISSUED Applied Date: 01/08/2008 Issue Date: 04/23/2008 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 13: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 14: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 15: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) doc: Cond -10/06 M08 -006 Printed: 04 -23 -2008 • 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 • 16: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** M08 -006 Printed: 04 -23 -2008 • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 provision of any construction or the perf • _.: ce of work. Signature: Print Name: vizimp _ _70A ! doc: Cond -10/06 M08 -006 Date: of law and ordinances governing other work or local laws regulating Printed: 04 -23 -2008 CITY OF TUKWPA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip ::; ivirir.ci.tulnrila.-ra. us SITE LOCATION (, 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 ** e\ Sols4Cer eke Site Address: fra'3 So4Inc.r.tr * IS`10 SAL LUA Tenant Name: C Oac.Ir ) Property Owners Name: (1.1942a C.3 - rT,�r;oro Mailing Address: 1 I (70 I U.MA ;ese. Ska U CO Name: SC.o4 C\•Ves — Parai 77cl Mailing Address: 1 So. 146e. Ave. 3 3 E-Mail Address: Pri'nA-t4polle�/A0.0i. con.., Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: T ; Gar; co Arciaecoktrl So // Vd/ /ti PG/ 1VaSG'. ffl , 4o Contact Person: E -Mail Address: Company Name: DD/) Ann C ' n u4n 4 2 ee,- Mailing Address: Para. S}e SoO Contact Person: D or., Penn E -Mail Address: Q:\Apphcations!Fonns- Apphwaons On Lmel3 -2006 - Penn t Apphcahon.doc Revised: 9-2006 bh • Building Permit No. D Mechanical Permit No. 4! Plumbing /Gas Permit No. f s& ' Public Works Permit No. Project No. 1 (For office use only) D1,0 cct cufc King Co Assessor's Tax No.: ` rZigl Suite Number: 15 Floor: I. New Tenant: Yes ❑..No City C tate 7002s- Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: b �6 / S�- oZ`'3 P aSaclonot CA ?1101 City / State Zip Fax Number: 04/ ?d -S 77 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record /VT 07y q State Zip Day Telephone: 173 — 62 — o Fax Number: ?73 — 67a- O3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record G rape%ne City State Zip Day Telephone: 71 - 0 5$ Fax Number: 7/7/ aS/ ' // 76o$/ Page 1 of 6 BUILDING PERMIT INFO ON - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $_ $oO OOD , 0'3 Existing Building Valuation: $ Scope of Work (please provide detailed information): T -Ar M mn 4 - i �ro ✓e*4 or a Co f7p9, 'v,r, r y Ta ;�G't�t an�7.. P.f a 4r : a� IuI4 -. ��leu - ir Will there be new rack storage? [r Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building foo . ' area of the foundation of all structures, plus any decks over 18 in es and overhangs greater than 18 inches) *For an Accessory dwellin_ . • ide the following: Lot Area (sq ft): *Provide doc Floor area of principal dwelling: Floor area of accessory dwelling: tation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Is Provided: Standard: Compact: Handicap: Will there be a ch ge in use? ❑ Yes � No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers � Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/1" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApphcanonriForms- Apphcauom On Lne\3 -2006 - Permit AppI&cation.doc Revised 9.2006 bh Page 2 of 6 xisting Interior Remodel Addition to Existing Structure ew Type of Construction per . IBC Type of Occupancy per IBC I Floor a « g3/0 ii- B to 2nd Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ON - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $_ $oO OOD , 0'3 Existing Building Valuation: $ Scope of Work (please provide detailed information): T -Ar M mn 4 - i �ro ✓e*4 or a Co f7p9, 'v,r, r y Ta ;�G't�t an�7.. P.f a 4r : a� IuI4 -. ��leu - ir Will there be new rack storage? [r Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building foo . ' area of the foundation of all structures, plus any decks over 18 in es and overhangs greater than 18 inches) *For an Accessory dwellin_ . • ide the following: Lot Area (sq ft): *Provide doc Floor area of principal dwelling: Floor area of accessory dwelling: tation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Is Provided: Standard: Compact: Handicap: Will there be a ch ge in use? ❑ Yes � No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers � Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/1" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApphcanonriForms- Apphcauom On Lne\3 -2006 - Permit AppI&cation.doc Revised 9.2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty O Boiler /Compressor: 0-3 HP /100,000 BTU Qty 0 Furnace<100K BTU . .,„ Handling Unit >10,000 CFM Fire Damper Fumace>100K BTU Q Evaporator Cooler 0 Diffuser 9 3 -15 HP /500,000 BTU 0 Floor Furnace O Ventilation Fan Connected to Single Duct „ d Thermostat a 15 -30 HP /1,000,000 BTU Mounted Heater Ventilation System O Wood/Gas Stove O 30-50 HP /1,750,000 BTU O Appliance Vent O Hood and Duct Q Emergency Generator 0 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refiig/Cooling System I Incinerator - Domestic 0 Other Mechanical Equipment 0 Air Handling Unit <10,000 CFM © Incinerator - Comm/1nd 0 • MECHANICAL PERMIT INF TION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ � 000 .00 Scope of Work (please provide detailed information): - 4)54,,,11,, a k' a- a. i• 4%21t, WIT Cvq- ,stns: u,)J -Iwo @.\c 4 tone -- see M Io0 - , re4 d poc Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... ❑ Fuel Type: Electric i1 Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Q: \Applicatitms\Fonns- Applicatiau On Line\3 -2006 - Permit Apptication.doc Revised: 9 -2006 bh • Page 4 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water Availabili ovided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate FINANCE INFORMATION Fire Line Size at Property ❑ ...Water ■ ...Sewer Monthly Service Billing to: Name: Water Meter Refund/Billing: Name: Mailing Address: Please refer to Public Works Bulletin #1 for fees and estimate sheet. Septic System: 0 On -site Septic System — For on -s' r- . tic system, provide 2 copies of a current septic design ; proved by King County Health Department. Submitted with Application (mark boxes ich aoPlv): ❑ ...Civil Plans (Maximum Paper Size — 22 34 ") ❑ ...Technical Information Report (Storm Drain:_) ❑ .. Geotechnical port ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ sement(s) ❑ .. Maintenan ;i' greement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that appal: ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right-of-way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct er Meter Size ❑ ...Sewer Main Extension blic Private ❑ ...Water Main Extension . ' blic Private Mailing Address: Q:lApplications\Forms- Applications On Line\3 -2006 - Permit Applicaiion.doc Revised: 9 -2006 66 Call before you Dig: 1- 800-424 -5555 ❑ ...Water District #125 ❑ .. Highline ❑...ValVue ❑ .. Renton ... Sewer Availability Provided ❑ .. Abando : eptic Tank O.. Curb !;t ❑ .. Pay ent Cut ❑ .. • . ped Fire Line ❑ .. Ri -of -way Use - Profit for less than 72 hours t-of -way Use — Potential Disturbance .. Work in Flood Zone . Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City City ❑ .. Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding State Zip Day Telephone: State Zip Page 3 of 6 Date Application Accepted: bi 0 1 Date Application Expires: 01 n l, 1 o # Staff Initials: Q �� BUILDING OWNER OR AUTHO ED AGENT: Signature: Q: Applicati®sTorms- Apphcabono On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 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. Date: ) Print Name:_ Sr-ot4 bet Vt Day Telephone: 6d 6 /CS. - d i Mailing Address: 1 +. Cite Q . ) City CA clloj State Zip Page 6 of 6 Fixture Type: Qty Fixture Type: • , ` . I re Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 0 Drinking fountain or water cooler (per head) 1. Wash fountain 0 Gas piping outlets 0 Bidet 0 Food -waste grinder, commercial Q .ec - I tor, indirect O Clothes washer, domestic d Floor drain ,i. S' i i Dental unit, cuspidor p Shower, single head trap O Urinals 0 Dishwasher, domestic, with independent drain O Lavatory , Water Cl a >- t Building sewer or trailer park sewer C7 Rain water system per drain (inside b - •• • 1) 0 Water heater `:d/or vent i Additional medical gas inlets/outlets — six or more V Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alt - .. on of water piping and/o • :ter treating equipmen 1 Repair or alterati .' +_ of drainage or vent ' . pipin 1 Medical gas piping system serving one to five inlets/outlets for specific gas O • PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing wo (contractor's bid price): $ C O O 0 Valuation of Gas Piping wo ontractor's bid price): $ Scope of Work (please provide d - led information): 7 reledSpace Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: 11 ct, Q :\Applications\Fomu- Applications On Line\3 -7006 - Permit Applicalion.doc Revised: 9-2006 bh Indicate type of plumbing fixtures and/or gas piping outlets - ing instal and the quantity below: Page 5 of 6 RECEIPT NO: R08 -01288 Initials: WER User ID: 1655 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 Payee: MERIT MECHANICAL, INC. EL08 -447 90.00 EL08 -448 74.00 EL08 -449 90.00 EL08 -450 82.00 EL08 -451 66.00 EL08 -452 82.00 M07 -287 295.42 critl 58.00 M08 -007 313.86 M08 -063 253.00 PG07 -345 168.00 PG08 -067 176.00 TOTAL: 1,748.28 ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES SET RECEIPT Payment Date: 04/23/2008 Total Payment: 1,748.28 SET ID: S000001006 SET NAME: MERIT MECHANICAL TRANSACTION LIST: Type Method Description Amount Payment Check 23706 1,748.28 TOTAL: 1,748.28 Account Code Current Pmts 000.322.101.00.0 484.00 000/322.100 920.28 000/322.100 344.00 TOTAL: 1,748.28 1523 04/23 9711 TOTAL 1748.28 RECEIPT NO: R08 -00811 Initials: JEM User ID: 1165 Payee: N.C.I. SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 D08 -010 6,314.50 D08 -029 273.00 EL08 -022 475.60 M0 8-096 447.73 PGO8 -005 229.00 TOTAL: 7,739.83 BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT SET ID: 0314 SET NAME: COACH TRANSACTION LIST: Type Method Description Amount Payment Check 49673 7,739.83 TOTAL: 7,739.83 Account Code Current Pmts 000/322.100 6,578.50 000.322.101.00.0 475.60 000/322.100 369.18 000/345.830 119.55 000.322.103.00.0 188.00 000/386.904 9.00 TOTAL: 7,739.83 Payment Date: 03/18/2008 Total Payment: 7,739.83 =_,.u. :)3 /19 rt'i 7 O =l ' &L 7717.33 RECEIPT NO: R08 -00050 User ID: 1165 Payee:. PERMITS TODAY LLC SET TRANSACTIONS: Set Member Amount • 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 Initials: JEM Payment Date: 01/08/2008 SET ID: S000000934 SET NAME: Tmp set/Initialized Activities D08 -010 4,101.50 EL08 -022 118.90 M08 -006 6.25 TOTAL: 4,226.65 TRANSACTION LIST: Type Method Description Amount Payment Check 1765 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: • Total Payment: 4,226.65 4,226.65 4,226.65 Account Code Current Pmts 000.345.832.00.0 118.90 000/345.830 4,107.75 TOTAL: 4,226.65 6973 01/08 9710 TOTAL 4226.65 Project: jj _� j Type of Inspection: ,....., a ir Address �� 7 � � // ` Date Called: Special Instructions: Date Wanted: / rr 7 /0X p.m. Requester: Phone No: i 7 ` 1 ( INSPECTION RECORD' v Retain a copy with permit M Ot1 '1: INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .12 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 4 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: P f fle ' O/ Date: 7/2 , /' 9 El $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: Type Inspection .. JM -1 Ra- lw h Ad 11 tr fc kt0 - \ t r - €-II LAti4 ML ow ` Date Called: Oki- Z Q • ("'e► d €L 5 no .1- f ,/ 4 D2 Yvts '- i 4- J l - I GL Date Wanted: 1 / / f O � / a.m. p.m. i� LS 1 • L. 1 �► ik ++ Phone No: \- ! � ` \ `.� V.+ Project: 41 0� G1-- Type Inspection .. Address: c ool ow ` Date Called: Special Instructions: Date Wanted: 1 / / f O � / a.m. p.m. Requester: Phone No: 4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' - INSPECTION NO. INSPECTION RECORD Retain a copy with permit dads —can 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: //VG ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 7 . fin. 1Y? G .�—j „` 7fi .. . _ ♦.; ti: •u .. COMMENTS: Type o fIInsp�ection: % //t/'9 [' fielake ale /toe -kr 4141/ do Lail -les - .. 2,. P,' i'T e A ;✓• .i G42 ,t e fotek 53 CI:ed. A f,td 1/d1/4 r re Date Wanted: — /6- - �,� 1 a.m. Requester: �ti. Ph a N o' Project: CQ /4�� Type o fIInsp�ection: % //t/'9 Address:? 7,9 // Date Called: Special Instructions: t. Date Wanted: — /6- - �,� 1 a.m. Requester: Ph a N o' 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7.)-248 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION te 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ❑ $60.0y' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pror h T Inspection: ■ , Address: (o 7 /724/ Date Called. Special Instructions: Date Wa ed /�� a.m. p'i Reques er: Phone No: 7(6' S - / a /3 ing off; 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 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 fir• G e t 1 . � cen 4 Inspector: I Date: 7 / 7 / c , ❑ $60.0(t NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - • 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Cate IA Type of Inspection: (l1 tf' 1i • Address: 60f'I1/ Date Called: Special Instructions: Date Wanted: O - /a >m (` � Requester: Phone No: 7/o 1e s" ! 0/ 3 r1P oo' 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 -3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: SG.2�'1r Sep /r alitir V4(/ „'t. Inspector (Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje i fi[ Tyl{e�of I (. i n- i ' f V�- Q�,(�j 1 N Ad ress: . - -, ,: Date Called' (Ilkee Jte.r MA- (1 Special Instruction s ^ Date Wa ted � (i '0e p.. Requester: Phone No: ra0(40 2-Y - OB3 7 f • Approved per applicable codes. .INSPECTION RECORD. Retain a copy With permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. COMMENTS: p/ 0 fie) s u.l�� Inspector: J Date: -- /9 1 4 $58 INSPECTION FEE REQUIRED. Prior o inspection. fee must be pai 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Sprinklers: Fire Alarm: r ii , di Address: 6� Suite #: 50� .k� e�t�\ J` / VII Contact Person: !! Special Instructions: A S -CA - Est Phone No.: .-- 6 l— Project: ���-� Sprinklers: Fire Alarm: Type of Inspection: -rte /Mtk -,c, C t r. Address: 6� Suite #: 50� .k� e�t�\ J` / 1 Contact Person: !! Special Instructions: Phone No.: Needs Shift Inspection: 4" Sprinklers: Fire Alarm: y Hood & Duct: N Monitor: e ra i A rli Pre -Fire: ,t) Permits: rJ Occupancy Type: INSPECTION NUMBER 9 4 .A0 roved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206 -575 - 4407 Corrections required prior to approval. Inspector: Date: - H rs.: Nip $ 80 . 00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance°Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 ACTIVITY NUMBER: M08 -006 DATE: 03 -21 -08 PROJECT NAME: COACH SITE ADDRESS: 607 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: r p� Bui .11 g Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route TUES/THURS ROXJTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 6� II Ale,. 4A Fi e Structural Incomplete Structural Review Required 0 DATE: DATE: Planning Division Permit Coordinator DUE DATE: 03 -25 -08 Not Applicable ❑ No further Review Required n DUE DATE: 04 -22 -08 Approved n Approved with Conditions IV Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -006 DATE: 01 -08 -08 PROJECT NAME: COACH SITE ADDRESS: 607 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 1E Public Works c( Awo I� O' Fire Prevention LJ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Incomplete r n Permit Coordinator DUE DATE: 01-10 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02-07 -08 Approved n Approved with ConditionsrVi Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division n Not Applicable ❑ Permit Center Use.Orily CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ ` PW ❑ Staff Initials: • REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 3'.)-1'08Z Summary of Revision: leHnd,A S i c � (Ai , , ac� (: Inge1 4,, \)40 �1 1 .r s aCk(( s vr���� -e , ` c- 2k- e cket, C "vnr 2 Aik-c%1%i'r5 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: C QAC • SITE ADDRESS: [p( 5 -11-‘c e,n1 )di ok 1( ORIGINAL ISSUE DATE: REVISION LOG PERMIT NO: • 0 - (X) (please print) (please print) (please print) (please print) (please print) Date: 3/2---1 • 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.waus Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. ❑ Response to Incomplete Letter # ❑ Response to Correctio Letter # R Revision # 1 aver Permit is Issued Plan Check/Permit Number: r-1 D8 - D Dj ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (z'a r Project Address: 60 SG Lt M(' /e /1'14 /r 7k,' 4 WA- 9 r 21 Contact Person: /nay; o 2 la y 4 Phone Number: 6 "LC - 5 ?5 - 2 r, 9 ( Summary of Revision: / hi /OD - Sp/1 SyS/e re Ph 0 v 4-o /nee* ./20..t,; SCAe.LJ'e_s re . ' hi/; — a ,47 )c?c t 14 e D) .S 45 4 re c SLe� /7 a d1 Y- -f-74s - S 1/e..c? d iv !/4v 14,7/4_ v- star > / e f e. A2,1v,- 4-4 s/ roe,., re# -me th oD - St iv-y- e zh re- 'e. Get-, de /i/ 4m ems,ofe..t - /4 yi r t cb /124.5ca- -Y ✓ X, x' 0: //e. 1 1 //n ea, ski- di usL, -S / - A•/ Gt ` .�iar,,.,L �e�,,/ r.Ps -r,- ., e..t l Vice z.,,,,,.) ) -g. r` � 1 d ( t / i n/ 1 c ` i e � c l G i l . [ (et 77 0 3 L S 4 r h - •- ici -t,Q - A / - e s e . , , _ . Y v4 V 4 4 ; 1 Sheet Number(s): rhSo 1 11'I /On 1 /9 ZOG "Cloud" or highlight all are of revision including4qte of isio Received at the City of Tukwila Permit Center by: ` 1 J --- Entered in Permits Plus on 2 ('O g 1applications\forms-applicattons on 1inalrevision submittal Steven M Mullet, Mayor Steve Lancaster, Director erry OF 11 A LIAR 21 2Nti Elwyn Business Owner Information Name Role Effective Date Expiration Date KIRKWOOD, RODERICK V PRESIDENT 02/14/1984 KIRKWOOD, JOAN M SECRETARY 02/27/2006 FRICKBERG, WILLIAM MICHAEL VICE PRESIDENT 02/27/2006 Look Up a Contractor, Elect Electiin or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I 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. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License MERITMI163CM MERIT MECHANICAL INC CONSTRUCTION CONTRACTOR 600517946 46817500 CORPORATION PO BOX 2109 REDMOND KING WA 980732109 4258839224 ACTIVE GENERAL UNUSED 2/14/1984 6/1/2009 AUTOMMC044QH • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MERITMI163CM 04/23/2008 A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. 3. THE CONTRACTOR FOR THIS WORK 15 REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. 4. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL. IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID, THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. �. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS MEANING "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR) ", EXCEPT WHERE NOTED OTHERWISE. B. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, GALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE TENANT SPACE PRIOR TO SUBMISSION OF BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR GALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH 15 NEITHER SHOWN ON THE DRAWINGS NOR GALLED FOR IN THE SPECIFICATIONS, BUT WHICH 15 NECESSARY TO COMPLETE THE WORK OR WHICH 15 USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. 3. WHERE THE DRAWINGS AND / OR SPECIFICATIONS GALL FOR ITEMS WHICH EXCEED GODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR 15 STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. 5. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. 6. ALL MECHANICAL WORK SHALL BE INSTALLED 50 AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 1. THE CONTRACTOR SHALL DO ALL GUTTING, GORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. G. CODES I. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY AND LOCAL GODES AND ORDINANCES THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE APPLICABLE BUILDING GORE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 10,10A AND C,6 AND ALL OTHER APPLICABLE GODES ENFORCED BY AUTHORITIES HAVING JURISDICTION, THE CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES, PERMITS, INSPECTIONS AND FEES I. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK. 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT, E. DRAWINGS I. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT 15 NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED, THE MECHANICAL CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. 2. THE LAYOUT SHOWN ON THE DRAWINGS 15 BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT 15 USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANTS CONSTRUCTION MANAGER. F. EXISTING LEASE SPACE CONDITIONS L THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW TENANT SPACE. 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE 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 UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF /WALL/FLOOR PATCHED /REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE GUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT. IF REQUIRED BY THE LANDLORD OR GODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4- TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR 15 RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. b. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. 7. SINGE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND REGULATIONS OF THE OWNER. S. GONTRAGTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT 15 DAMAGED, VANDALIZED OR STOLEN PRIOR TO AGGEPTANGE OF BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. g. IT 15 SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN OR SUBCONTRACTORS AND THE DINNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS, 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHI TECT. II. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. 12. THIS CONTRACTOR SHALL ARRANGE THE WORK 50 AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS CONTRACTOR SHALL GIVE AMPLE WRI 1 1 LN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAG UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT GLEAN AND DRY, THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT COVERED 50 AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY GAPS OR PLUGS AT ALL TIMES. G. DISCREPANCIES IN DOCUMENTS I. DRAWINGS (PLANS, SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC, AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWING, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER I RADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS I. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BE I I tR IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. L SHOP DRAWINGS I. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT, SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS, SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO GUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLAGE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. TENANT'S CONSTRUCTION MANAGER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 3. 11 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR: TO FURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. J. RECORD DRAWINGS I. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE NEGE55ARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER. TRADES AND EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 2. 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. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT, K. GUARANTEE, WARRANTY I. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE 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 WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE TENANTS CONSTRUCTION MANAGER, IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY 15 TO INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND TWELVE (12) MONTHLY FILTER GRANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY 4 4O PLEATED TYPE AIR FILTERS. L. OPERATIONS MANUALS I. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES I. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE GUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION 50 AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L. ASSEMBLY RATING OF THE FLOOR OR WALL, 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 CONGEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. N. HANGERS I, HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, G- 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 OR DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND /OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE AREAS. INHERE INTERFERENCE'S OCCUR, 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, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. P. ACCESS DOORS I. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONGEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING- FLOOR, OR CEILING -ROOF ASSEMBLIES SHALL BE FIRE RATED, U.L. LISTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE OR PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH TILE FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY -IN ACOUSTIC TILE CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. FURNISH FACTORY MADE METAL AGGE55 DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X12" FOR HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS CONSTRUCTION. Q. ELECTRIC, MOTORS I. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANS!, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL, BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES G .AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. R. LOW VOLTAGE (24 VOLT) WIRING I. THE CONTRACTOR 15 TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK 15 TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR, 4. SMOKE DETECTORS AND REMOTE TEST STATION 1. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF HVAG UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED IONIZING TYPE IN RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED BEFORE THE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT DOWN HVAG UNIT. ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 40g8-gS42 OR APPROVED EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN TONE SETTING. ALARM SYSTEM MAY EE DELETED INHERE NOT REQUIRED BY LANDLORD OR BY LOCAL CODE. A. HEATING, VENTILATION AND AIR CONDITIONING I. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAG SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. 5. HVAG EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENI2 I. PRIMARY HVAG UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRI I I tN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. 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. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER APPROVED DRAIN. G. TOILET EXHAUST FANS I. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND GAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR, REFER TO PLANS FOR APPLICABILITY. D. BASEBOARD, CABINET AND UNIT HEATERS I. WHERE SHOWN ON THE DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS AND INTEGRAL OR REMOTE THERMOSTAT AS SHOWN. E. INLINE PUMPS MECHANICAL NOTES I. WHERE SHOWN ON DRAWINGS, PROVIDE AN INLINE CLOSE COUPLED PUMP(5), BRONZE FITTED. PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEALS. PUMPS TO BE 50 CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE, MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. F. VIBRATION ISOLATION DEVICES I. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. 2. VIBRATING EQUIPMENT HUNS FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC,. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. G. CURBS AND STEEL FRAMING FOR SUPPORT I. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAG EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION, ALL CURBS MUST BE INSTALLED 50 THAT THE TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER WIRING, CONTROL WIRING, ETC.). H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED I. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND SPIRAL DUCT. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 1 and may include additional plan review fees, 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMAGNA LOW VELOCITY AND "HVAG DUCT CONSTRUCTION STANDARDS MANUAL ", LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR. METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON MAXIMUM 3" CENTERS. PROVIDE SEAL GLASS "G" ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES, ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED 15 TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST DUCT 15 POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMAGNA STANDARDS. 5. AS A MINIMUM, GROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/5 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 1 WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM I -1/2 INCH BY I -1/2 INCH BY I/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE. 5. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMG DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. g, SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPEGIFIGALLY NOTED OTHERWISE. II. PROVIDE AGGE55 TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION 15 EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND RESISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. I. FLEXIBLE CONNECTIONS I. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS INHERE DUCTS GRO55 BUILDING EXPANSION JOINTS, 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC,. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 4. FINAL CONNECTIONS TO EXHAUST FANS) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED METHOD. J. THERMOSTATS 1- MOUNT THERMOSTATS 4' -0" (ADA COMPLYING), THERMOSTAT SENSORS 5' -0" ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. 2. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. K. FIRE DAMPERS, SMOKE DAMPERS I. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT CRITERIA AND / OR CODES HAVING JURISDICTION. ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL AND SHALL BE LABELED AND APPROVED BY UNDERWRITERS LABORATORIES. 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR STREAM AND A 165 DEGREE F FUSIBLE LINK. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. 000R 15 TO BE 20 GAUGE GALVANIZED 000R WITH QUICK- OPENING LATCH AND PIANO HINGE. 5. WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE DAMPER WITH FIRE/HEAT /SMOKE SENSOR, REVERSIBLE MOTOR AND INTERLOCK WITH FIRE ALARM SYSTEM. L. FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL. A I I/4" THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL -I81 STANDARDS AS A GLASS I DUCT AND SHALL COMPLY WITH NFPA STANDARD - g0A, THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVED EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT, 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANT'S CONSTRUCTION MANAGER. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE LOCATION. M. SUPPLY AND RETURN AIR TAKEOFF FITTINGS I. RECTANGULAR DUCT A. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 2. SPIRAL DUCT A. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. N. DAMPERS I. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EAGH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER 15 RESTRICTED OR IN AREAS WITH SHEET ROCK CEILINGS, YOUNG REGULATORS SHALL BE USED. 3, ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AN OPPOSED BLADE TYPE. ALL RECTANGULAR DAMPER PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS t LEAKAGE TYPE. DAMPERS. SEPARATE PERMIT REQUIRED FOR: ❑ Qllechanical iff iumbing BUILDING DIVISION City of Tukwila ARE TO BE D - re TO = _ 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT A TO BE HONEYWELL Mar raview swot* IBstitiontto ems and ApprovaI of construction doctosats does not authodze .; ■.■ erg Date: noti (f Tu 0. DIFFUSERS, GRILLES AND REGISTERS I. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND RESISTERS IN SHEET ROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. FINISH TO BE COORDINATED WITH INTERIOR FINISHES. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN OR THE MECHANICAL PLAN. P. DUCTWORK INSULATION 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAG UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE I I/2" THICK DUCT LINER EQUIVALENT TO JOHNS MANVILLE "PERMAGOTE LINAGOUSTIC" ( "R VALUE" = 6.3) AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. 2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH F5K FACING EQUIVALENT TO JOHNS MANVILLE "MIGROLITE XS TYPE 75" (INSTALLED "R VALUE" = 5.6). 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC, 50 THAT NO FIBERGLASS INSULATION 15 VISIBLE. 4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT 15 NETTED, DAMAGED, DISTURBED OR REMOVED SHALL BE REPLACED. 5. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRI I I tN INSTRUCTIONS AND IN ACG0RDANGE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA qOA. 6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM G 411 OR AS REQUIRED BY LOCAL CODES. 1. EXTERIOR SUPPLY AND RETURN DUCT INSULATION A. SERVICE: RECTANGULAR, SUPPLY -AIR AND RETURN -AIR DUCTS. I. MATERIAL: INSULATION BOARD, 6 PSF MINIMUM AND PLAIN FACING. 2. THICKNESS: 2 INCHES, NUMBER F A R TW TOTAL THICKNESS - 3. OF LAYERS: S D. O L G E55 4 4. VAPOR RETARDER REQUIRED: YES. A. INORGANIC GLASS FIBERS PREFORMED AND BONDED BY THERMOSETTING RESIN. MUST COMPLY WITH ASTM G 612, TYPE IA AND IB, I. KNAUF INSULATION OR APPROVED EQUIVALENT. A. INSULATION INSTALLED OUTDOORS: FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATING OF 50 OR LESS. B. APPLY INSULATION AS FOLLOWS: A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BU I I tD AND STAGGER -P ARE 'IEWED FOR LEAST 3 INCHES. SECURE LAYERS WITH ADHESIVE, MECHANICAL FASTENERS OR. BAN ' QQ COMPLIANCE SHALL BE LOCATED A MAXIMUM OF 3" FROM EACH EDGE AND NO GREA THAN 12" APART. I "PROVE B. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM GOAT OF MINERAL - FIBER, HYDRAULIC- SETTING CEMENT TO SURFACE OF INSTALLED INSULATIO WHEN DRY, APPLY FLOOD GOAT OF LAGGING ADHESIVE AND PRESS ON ONE LAYER GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST I INCH (25 MM). APPLY FINISH OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISH COAT TO AG SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. 'ALUMAGUARD 60' MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400 ". Q. SYSTEM GLEANDUT 2. FILTERS MUST 5E IN UNITS AT ANY TIME FANS ARE OPERATED. R. SYSTEM TESTING, ADJUSTING AND BALANCING 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR. BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 5. FINAL HVAC INSPECTIONS T. INDOOR AIR QUALITY MO600b OF AT R I. UPON COMPLETION OF INSTALLATION, GLEAN ENTIRE SYSTEM BEFORE INSTALLING AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT GLEANING INAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. I. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO 15 CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NESS). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST REGENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL 155 MADE BY THE HVAG CONTRACTOR. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAG CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A) AABG OR. NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 6) MAKE AND MODEL NUMBERS OF ALL HVAG EQUIPMENT TESTED. 0) AIR GEM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS, E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. 5) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS. I) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS, 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMI 1 1 D THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND COMMENT. 1. THE BALANCING CONTRACTOR SHALL PERFORM'ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 6. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. I. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLAGE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAG CONTRACTOR INSPECT THE FINISHED HVAG INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAG CONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT, 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. 2. IT 15 THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE TENANT'S REPRESENTATIVE, LANDLORD AND TENANTS ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION 15 IDENTIFIED. 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMS GLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED 50 THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES 'SHUT OFF THE HVAG SYSTEM, BLOCK OFF ALL AIR GRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED WITH o ngsgonCTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM PASSING TO JOINING SPACES. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION ITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF bNSTRUGTION, EVEN IF AFTER NORMAL BUSINESS HOURS. 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. 11_ REVISION N0.1 Ci BUIL tG D - 2 200 T1 !Amin SHEET TITLE: REVIE SHEET NO. 4l� 2 01 -23 -08 TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect 0 NNER COACH 516 WEST 54th STREET NEV YORK., NY 10001 CONSULTANTS DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 i 01 07 TENANT COMMENTS KEY PLAN PROJECT LOCATION: SPACE NO. 1540 PROJECT NO. 10445 DRAWN BY: MJ "TED BY: DP PERMIT 4 LANDLORD REVIEW LANDLORD COMMENTS SPACE #1540 LEVEL I OF 3 COACH INESTFIELL7 SOUTH GENTER 633 SOUTHGENT'ER SUITE #1540 SEATTLE, YVA 98188 AREA: 2,5°10 SF MEGHANICAL NOTES SCALE: AS NOTED DATE: 01-25-0.5 TAR 21 Mk r 501 \LEIA . EXHAUST FA FAN PO1A.ERED VARI ABLE AIR VOLU "" FOIAERED VARIABLE AIR VOLUME U E UNIT SCHEDULE UNIT: FAN: ELECTRICAL: ELEGTRIG HEAT AT MIN. AIR: iiRET11 STEEL CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO THE LONG DIMENSION AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING OR PLASTER FRAME SUITABLE FOR INSTALLATION IN DRYWALL TYPE GEILING. TITUS MODEL OMNI OR. APPROVED EQUIVALENT. PR I MARY SECONDARY VOLTAGE PH. / HZ. MANUFACTURER MODEL NO. NOTES` TOILET ROOM TAG LOCATION GFM RANGE MIN. GFM SETTING GFM RANGE MIN. GFM SETTING INLET DUCT SIZE TYPE CFM HP' W.G. VOLTS -PH -Hz kW MBH EAT LAT MANUFACTURER MODEL NO. AVf PLENUM 0 -600 0 350 -600 350 S" PARA 2,400 1 0.25 0.25" 4 80 3 60 5 17.0 65 73 ENVIRD TEG VFR -EH -081 I :600 REMARKS - BASIS OF DESIGN: FAN POWERED VARIABLE AIR VOLUME UNIT WITH VALVE SIZE S, FAN SIZE II, 51e.-IN ELECTRIC HEATER AND THERMOSTAT. \LEIA . EXHAUST FA AN FOIAERED VARIABLE AIR VOLUME U IT SGH�DUL_ UNIT: FAN: ELECTRICAL: ELEGTRIG HEAT AT MIN. AIR: iiRET11 STEEL CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO THE LONG DIMENSION AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING OR PLASTER FRAME SUITABLE FOR INSTALLATION IN DRYWALL TYPE GEILING. TITUS MODEL OMNI OR. APPROVED EQUIVALENT. PRIMARY SECONDARY VOLTAGE PH. / HZ. MANUFACTURER MODEL NO. NOTES` TOILET ROOM TAG LOCATION GFM RANGE MIN. CFM SETTING CFM RANGE MIN. GFM SETTING INLET DUCT SIZE TYPE CFM HP ' W.G. VOLTS -PH -Hz kW MBH EAT LAT MANUFACTURER MODEL NO. (VAV) ,61 ,61 PLENUM 0 -2 0 700 -2,615 700 14" PARA 2,400 I 0 480 -3 -60 10 34 65 77 ENVIRD -TEG VFR -EH -1424 REMARKS - BASIS OF DESIGN: FAN POWERED VARIABLE AIR VOLUME UNIT WITH VALVE SIZE 14, FAN SIZE 24, 10 k1 ELECTRIC HEATER AND PNEUMATIC SPACE TEMPERATURE SENSOR. \LEIA . EXHAUST FA NE A. D I FFJSFR A\IJ RI LLE SGHEDULF T'I'PS DESGR I PT I ON ii(AD 1 11 STEEL CONSTRUCTION, LAY -IN MOUNT, ROUND NECK CEILING DIFFUSER WITH REMOVABLE INNER GONE ASSEMBLY AND ADJUSTABLE VANES FOR CHANGING AIRFLOW DISCHARGE. PROVIDE WITH STANDARD WHITE FINISH AND MODEL #AG -75 MANUAL VOLUME DAMPER. TITUS MODEL NUMBER TOGA- AA- 18 -18- 24X24- 3- 26 -AG -75 OR APPROVED EQUIVALENT. II SAD " STEEL CONSTRUCTION, SURFACE OR LAY -IN MOUNT, ROUND NECK GEILING DIFFUSER WITH REMOVABLE FACE PANEL. PROVIDE WITH STANDARD WHITE FINISH, MODEL 14D -75 OPPOSED BLADE DAMPER, MODEL "DB" DIRECTIONAL BLOW CLIPS FOR AIRFLOW OTHER THAN 4 -1NAY BLOW AND PLASTER FRAME FOR SURFACE MOUNT. TITUS OMNI. iiRET11 STEEL CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO THE LONG DIMENSION AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING OR PLASTER FRAME SUITABLE FOR INSTALLATION IN DRYWALL TYPE GEILING. TITUS MODEL OMNI OR. APPROVED EQUIVALENT. iiRETl 1 1 STEEL CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO THE LONG DIMENSION AND SET AT 35 DEGREES. PROVIDE WITH LAY -IN BORDER FOR INSTALLATION IN CEILING OR SURFACE MOUNT BORDER SUITABLE FOR INSTALLATION IN DRYWALL TYPE GEILING. TITUS MODEL 350FL OR APPROVED EQUIVALENT. VOLTAGE PH. / HZ. \LEIA . EXHAUST FA VOLU" CE DAMPFR GABLE CO \TROLS TYPE DESGRI PTIO\ I 11 V� 1 THE VOLUME DAMPER SHALL BE ADJUSTABLE FROM THE FACE OF THE DIFFUSER BY USE OF THE BOWDEN GABLE CONTROL SYSTEM MANUFACTURED BY YOUNG REGULATOR COMPANY OR APPROVED EQUIVALENT. DAMPER MUST BE INSTALLED WITHIN 30 FEET FROM THE FACE OF THE DIFFUSER. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. YOUNG REGULATOR (216) 663 -5646. SP „ W.G. \LEIA . EXHAUST FA VL IGHT SCHEDULE TAG LOCATION SERVICE GEM SP „ W.G. SONES DRIVE TYPE WHEEL DIA WATTS VOLTAGE PH. / HZ. MANUFACTURER MODEL NO. NOTES` TOILET ROOM EXHAUST 110 O.1” 1.5 DIRECT BI 27 120/I/60 PANASONIC MOPED* FV -I I VQL3 1,2,3 (EF- O) � 02� 100 SALES AREA THER"OSTAT SCHEDULE AGT -I 12' -O "AFF THERMOSTAT BY MECHANICAL CONTRACTOR THERMOSTAT SHALL BE MANUFACTURED BY HONEYWELL, MODEL VisionPRO 8000. THERMOSTAT SHALL BE TOUGHSGREEN PROGRAMMABLE 7 -DAY TYPE. PROVIDE LOCKING GUARD COVER. MOUNT AT 4' -0" AFF. THERMOSTATS TO BE PROVIDED WITH REMOTE SENSORS. MOUNT AT 5' -0" AFF. UNLESS SHOWN OTHERWISE ON THE PLAN. T ® 100 SALES AREA 102 HALLWAY AGT -I 12' -O "AFF 100 SALES AREA 105 H.G. TOILET P -G 8' -O "AFF 100 SALES AREA P -I I0'-6 "AFF 1 104 H.G. TOILET LANDLORD PROVIDED SUPPLY AIR DUCT 105 VESTIBULE 16 DIA. . LANDLORD TOILET EXHAUST DUCT 12' -O" AFF A.C.T. ABOVE MALL GORRIDOR ci' -0 "AFF 8" DIA. LANDLORD PROVIDED TOILET EXHAUST DUCT 'SAD 150 4W 8" DIA. N. V MAL CHANICAL SCHEDULES SC : II RET I 450 8 DIA. °CONTRACTOR TO SUPPLY AND INSTALL TAP AND MEDIUM PRESSURE SUPPLY AIR DUCT EQUAL TO VAV INLET SIZE. LENGTH OF STRAIGHT RUN TO BE 4' -0" MINIMUM. CONNECT TO EXISTING MALL MAIN SUPPLY AIR DUCT. VERIFY LOCATION IN FIELD PRIOR TO BID. MEN'S NOTES: ) UNIT SHALL BE EQUIPPED WITH PRIMARY AIR VALVE WITH DIRECT DIGITAL CONTROL. 2) UNIT SHALL BE MOUNTED FROM THE TOP CHORD OF STRUCTURE WITH VIBRATION ELIMINATORS. NOTES: I) UNIT SHALL BE EQUIPPED WITH PRIMARY AIR VALVE WITH DIRECT DIGITAL CONTROL. ) UNIT SHALL BE MOUNTED FROM THE TOP CHORD OF STRUCTURE WITH VIBRATION ELIMINATORS. NOTES: I) FAN SHALL BE MOUNTED IN GEILING WITH VIBRATION ISOLATORS. 2) FAN SHALL BE CONTROLLED BY THE TOILET ROOM LIGHT SWITCH. 3) FAN SHALL BE PROVIDED WITH LOW LEAKAGE BACKDRAFT DAMPER. WOMEN'S PG \ VD. A.W■, 41N 8" DIA. 8 DIA. N. 5D 8" DIA. N. AV- '� I 2615/ IiiiiStIAI VD A 11. 10/8 rl hamI M i VI.; 101 STOCKROOM AGT- -I I2' -0"AFF 5AD 1 5AD 15o 8' DIA. 4 8" PIA. N. VAV -I 20/16 VAV -2 6" MINIMUM CLEAR "PENING ABOVE DEMISING LL AND BELOW STRUCTURE FOR RETURN AIR TRANSFER RETI 1015 24/24 10' -6" AFF 10' -6" AFF ADJACENT TENANT 4 4.,,:4 4 , , : , SAD \ 515 / 4W 12" DIA. N. `5AD 525 4W 12" DIA. N. ADJACENT TENANT ORES I VDI I VD' I6/14-' 4W 12" DIA. N. RET 600 24/24 6" MINIMUM CLEAR OPENING ABOVE DEMISING WALL AND BELOW STRUCTURE FOR RETURN AIR TRANSFER SAD 525 4W 12" DIA. N. SAD • 525 4W 12" DIA. N. og 10' -6" AFF 10' -6" AFF r MECHANICAL PLAN SCALE: I/4" T I'-O" I. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. 3. E3IDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING GODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING GODES AND DESIGN INTENT. 4. ANY SEAMS FOR LINEAR DIFFUSERS TO BE FLUSH, ALIGNED AND FILLED WITH PAINTABLE CAULK BEFORE PAINTING. ALL DIFFUSERS TO HAVE EQUALLY SPACED SEAMS. 5. CONTRACTOR TO MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE GEILING ALLOWING FOR AIR FLOW BACK TO LANDLORD AIR CONDITIONING UNIT. 1 10' -0" AFF 10' - AFF TENAN ' 10' -0" AFF HALL COMMON AREA 2 YOR SCALE: N.T K RESPONSIBILITY t========i I -JVD 5AD \ 100/ 41N 12" DIA. N— I X/Y SAD RE TR -- FD SD — F5D --- BD ® FC (E) (R) T Lp I L • ' • R SHALL FURNISH AND INSTALL -_ FOLLOWING: CEILING SUPPLY AIR DIFFUSER 24/24 CEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 8. TENANTS MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR. COMPLYING WITH ALL THE LANDLORD'S SPECIFICATIONS FOR THIS INSTALLATION. THERMOSTAT SENSOR NEW DUCTWORK NEW DUCTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN VOLUME DAMPER VOLUME DAMPER W/ REMOTE OPERATOR TYPE OF AIR DEVICE AIR QUANTITY (GFM) NECK SIZE, ROUND OR RECTANGULAR DIRECTION OF AIR FLOW X, INCHES, SIDE OF DUCT SHOWING SUPPLY AIR DIFFUSER RETURN AIR GRILLE TOP REGISTER FIRE DAMPER SMOKE DAMPER FIRE / SMOKE DAMPER BAGKDRAFT DAMPER SMOKE DETECTOR SUPPLY - PHOTOELECTRIC SMOKE DETECTOR RETURN - IONIZATION EXISTING RELOCATE FLEXIBLE CONNECTION FIELD CONNECTION SL EG EN CALE: N.T.S. THE WESTFIELD SOUTHGENTER "TENANT CRITERIA MANUAL" FORMS A PART OF THESE SPECIFICATIONS. ANY DISCREPANCY BETWEEN THESE SPECIFICATIONS AND THE "TENANT CRITERIA MANUAL" THE MANUAL SHALL SUPERSEDE. ANY EQUIPMENT REQUIRED OF THE MANUAL BUT NOT SHOWN ON THESE SPECIFICATIONS SHALL BE PROVIDED AT THIS CONTRACTOR'S EXPENSE. 2. THIS CON i 1<ACTOR SHALL FURNISH AND INSTALL TWO (2) NEV VAV UNITS, TOILET EXHAUST FANS, DUCTWORK, DIFFUSERS, REGISTERS, HANGERS, THERMOSTATS AND ALL ITEMS REQUIRED TO PRODUCE A COMPLETE AND OPERABLE HVAC SYSTEM. R OR. L. T• FU 15 • N , IN COMPLIANCE WITH THE MOST REGENT SMAGNA STANDARDS FO OW AND MEDIUM PRESSURE, NEW DUCTWORK, INSULATION, FLEX DUCT, GRILLES, REGISTERS, DIFFUSERS, VOLUME DAMPERS, FIRE DAMPERS, SMOKE DETECTORS, ETC. NECESSARY TO RENDER THE SYSTEM OPERATIONAL AS DESCRIBED IN THESE PLANS AND SPECIFICATIONS AND AS REQUIRED BY THE LANDLORD, LOCAL AND STATE CODES. 4. CONTROL WIRING AND CONTROLS: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL ALL NECESSARY WIRING (IN CONDUIT IF REQUIRED) AND CONTROLS REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 5. ALL DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE TO MAINTAIN ARCHITECTURAL GEILING HEIGHT REQUIREMENTS. 6. ALL UNEXPOSED DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS FIRE RETARDANT VAPOR SEAL INSULATION. DUGTWORK WITHIN 10' OF THE UNIT SHALL BE INTERNALLY LINED WITH I 1/2" ACOUSTICAL INSULATION. DUCT DIMENSIONS ARE NET FREE AREA ONLY. DUCT SIZE MUST ACCOMMODATE INSULATION THICKNESS. 7. FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS WHERE DUCTWORK PENETRATES A FIRE RATED WALL. PROVIDE ACCESS DOORS AS REQUIRED. FIRE DAMPERS TO BE OF THE TYPE APPROVED BY THE AGENCIES HAVING JURISDICTION. G. WHEN NEW DUCTWORK CONFLICTS WITH EXISTING DUCTWORK, PIPING, ETC., NEW DUCTWORK SHALL BE SET UP OR DOWN AS REQUIRED. REVIEWED OR CODE COMPLIANC APPROVED APR - 2 2008 City Of Tukwila BUILDING DIVISION 10. PROVIDE SPLITTER OR VOLUME DAMPERS ON ALL NEW SUPPLY AIR DUCT SPLITS AND TAPS AND AIR EXTRACTORS ON ALL SUPPLY AIR REGISTERS. II. REFER TO ARCHITECTURAL DRAWINGS FOR. EXACT LOCATION OF ALL CEILING DIFFUSERS AND REGISTERS. 12. IN ALL ROOMS WITH WALLS TO THE DECK ABOVE, AN OPENING OF TWO SQUARE FEET SHALL BE LEFT ABOVE THE HUNG CEILING UNLESS OTHERWISE NOTED. IF THE WALL 15 FIRE RATED, A FIRE DAMPER SHALL BE INSTALLED IN THE OPENING. s-z2-07 TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DIANE COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817- 251 -8411 11 -30 -07 12 -21 -07 01 -23 -OS KEY PLAN PROJECT LOCATION: SHEET TITLE: DRAWN BY: REVIEWED BY: SHEET NO. J FIDE' rn N PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS COACH Y 4ESTFIELD SOUTHC NTER 653 SOUTHGENTER SUITE #1540 SEATTLE, "A qS1 SS SPACE ND. 1540 AREA: 2,3'10 SE MECHANICAL PLAIN AND SCHEDULES PROJECT NO. — 10445 SPACE #1540 LEVEL 1 OF 3 SCALE: AS NOTED DATE: 01 -23 -0S MAR 21 [uud PENv;.a ..L. 1L. M 1 00 104 H.G. TOILET P - S' -O "AFF LANDLORD PROVIDED SUPPLY AIR DUCT 105 VESTIBULE 16 DIA. . LANDLORD TOILET EXHAUST DUCT 12' -O" AFF A.C.T. ABOVE MALL GORRIDOR ci' -0 "AFF 8" DIA. LANDLORD PROVIDED TOILET EXHAUST DUCT 'SAD 150 4W 8" DIA. N. V MAL CHANICAL SCHEDULES SC : II RET I 450 8 DIA. °CONTRACTOR TO SUPPLY AND INSTALL TAP AND MEDIUM PRESSURE SUPPLY AIR DUCT EQUAL TO VAV INLET SIZE. LENGTH OF STRAIGHT RUN TO BE 4' -0" MINIMUM. CONNECT TO EXISTING MALL MAIN SUPPLY AIR DUCT. VERIFY LOCATION IN FIELD PRIOR TO BID. MEN'S NOTES: ) UNIT SHALL BE EQUIPPED WITH PRIMARY AIR VALVE WITH DIRECT DIGITAL CONTROL. 2) UNIT SHALL BE MOUNTED FROM THE TOP CHORD OF STRUCTURE WITH VIBRATION ELIMINATORS. NOTES: I) UNIT SHALL BE EQUIPPED WITH PRIMARY AIR VALVE WITH DIRECT DIGITAL CONTROL. ) UNIT SHALL BE MOUNTED FROM THE TOP CHORD OF STRUCTURE WITH VIBRATION ELIMINATORS. NOTES: I) FAN SHALL BE MOUNTED IN GEILING WITH VIBRATION ISOLATORS. 2) FAN SHALL BE CONTROLLED BY THE TOILET ROOM LIGHT SWITCH. 3) FAN SHALL BE PROVIDED WITH LOW LEAKAGE BACKDRAFT DAMPER. WOMEN'S PG \ VD. A.W■, 41N 8" DIA. 8 DIA. N. 5D 8" DIA. N. AV- '� I 2615/ IiiiiStIAI VD A 11. 10/8 rl hamI M i VI.; 101 STOCKROOM AGT- -I I2' -0"AFF 5AD 1 5AD 15o 8' DIA. 4 8" PIA. N. VAV -I 20/16 VAV -2 6" MINIMUM CLEAR "PENING ABOVE DEMISING LL AND BELOW STRUCTURE FOR RETURN AIR TRANSFER RETI 1015 24/24 10' -6" AFF 10' -6" AFF ADJACENT TENANT 4 4.,,:4 4 , , : , SAD \ 515 / 4W 12" DIA. N. `5AD 525 4W 12" DIA. N. ADJACENT TENANT ORES I VDI I VD' I6/14-' 4W 12" DIA. N. RET 600 24/24 6" MINIMUM CLEAR OPENING ABOVE DEMISING WALL AND BELOW STRUCTURE FOR RETURN AIR TRANSFER SAD 525 4W 12" DIA. N. SAD • 525 4W 12" DIA. N. og 10' -6" AFF 10' -6" AFF r MECHANICAL PLAN SCALE: I/4" T I'-O" I. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. 3. E3IDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING GODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING GODES AND DESIGN INTENT. 4. ANY SEAMS FOR LINEAR DIFFUSERS TO BE FLUSH, ALIGNED AND FILLED WITH PAINTABLE CAULK BEFORE PAINTING. ALL DIFFUSERS TO HAVE EQUALLY SPACED SEAMS. 5. CONTRACTOR TO MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE GEILING ALLOWING FOR AIR FLOW BACK TO LANDLORD AIR CONDITIONING UNIT. 1 10' -0" AFF 10' - AFF TENAN ' 10' -0" AFF HALL COMMON AREA 2 YOR SCALE: N.T K RESPONSIBILITY t========i I -JVD 5AD \ 100/ 41N 12" DIA. N— I X/Y SAD RE TR -- FD SD — F5D --- BD ® FC (E) (R) T Lp I L • ' • R SHALL FURNISH AND INSTALL -_ FOLLOWING: CEILING SUPPLY AIR DIFFUSER 24/24 CEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 8. TENANTS MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR. COMPLYING WITH ALL THE LANDLORD'S SPECIFICATIONS FOR THIS INSTALLATION. THERMOSTAT SENSOR NEW DUCTWORK NEW DUCTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN VOLUME DAMPER VOLUME DAMPER W/ REMOTE OPERATOR TYPE OF AIR DEVICE AIR QUANTITY (GFM) NECK SIZE, ROUND OR RECTANGULAR DIRECTION OF AIR FLOW X, INCHES, SIDE OF DUCT SHOWING SUPPLY AIR DIFFUSER RETURN AIR GRILLE TOP REGISTER FIRE DAMPER SMOKE DAMPER FIRE / SMOKE DAMPER BAGKDRAFT DAMPER SMOKE DETECTOR SUPPLY - PHOTOELECTRIC SMOKE DETECTOR RETURN - IONIZATION EXISTING RELOCATE FLEXIBLE CONNECTION FIELD CONNECTION SL EG EN CALE: N.T.S. THE WESTFIELD SOUTHGENTER "TENANT CRITERIA MANUAL" FORMS A PART OF THESE SPECIFICATIONS. ANY DISCREPANCY BETWEEN THESE SPECIFICATIONS AND THE "TENANT CRITERIA MANUAL" THE MANUAL SHALL SUPERSEDE. ANY EQUIPMENT REQUIRED OF THE MANUAL BUT NOT SHOWN ON THESE SPECIFICATIONS SHALL BE PROVIDED AT THIS CONTRACTOR'S EXPENSE. 2. THIS CON i 1<ACTOR SHALL FURNISH AND INSTALL TWO (2) NEV VAV UNITS, TOILET EXHAUST FANS, DUCTWORK, DIFFUSERS, REGISTERS, HANGERS, THERMOSTATS AND ALL ITEMS REQUIRED TO PRODUCE A COMPLETE AND OPERABLE HVAC SYSTEM. R OR. L. T• FU 15 • N , IN COMPLIANCE WITH THE MOST REGENT SMAGNA STANDARDS FO OW AND MEDIUM PRESSURE, NEW DUCTWORK, INSULATION, FLEX DUCT, GRILLES, REGISTERS, DIFFUSERS, VOLUME DAMPERS, FIRE DAMPERS, SMOKE DETECTORS, ETC. NECESSARY TO RENDER THE SYSTEM OPERATIONAL AS DESCRIBED IN THESE PLANS AND SPECIFICATIONS AND AS REQUIRED BY THE LANDLORD, LOCAL AND STATE CODES. 4. CONTROL WIRING AND CONTROLS: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL ALL NECESSARY WIRING (IN CONDUIT IF REQUIRED) AND CONTROLS REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 5. ALL DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE TO MAINTAIN ARCHITECTURAL GEILING HEIGHT REQUIREMENTS. 6. ALL UNEXPOSED DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS FIRE RETARDANT VAPOR SEAL INSULATION. DUGTWORK WITHIN 10' OF THE UNIT SHALL BE INTERNALLY LINED WITH I 1/2" ACOUSTICAL INSULATION. DUCT DIMENSIONS ARE NET FREE AREA ONLY. DUCT SIZE MUST ACCOMMODATE INSULATION THICKNESS. 7. FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS WHERE DUCTWORK PENETRATES A FIRE RATED WALL. PROVIDE ACCESS DOORS AS REQUIRED. FIRE DAMPERS TO BE OF THE TYPE APPROVED BY THE AGENCIES HAVING JURISDICTION. G. WHEN NEW DUCTWORK CONFLICTS WITH EXISTING DUCTWORK, PIPING, ETC., NEW DUCTWORK SHALL BE SET UP OR DOWN AS REQUIRED. REVIEWED OR CODE COMPLIANC APPROVED APR - 2 2008 City Of Tukwila BUILDING DIVISION 10. PROVIDE SPLITTER OR VOLUME DAMPERS ON ALL NEW SUPPLY AIR DUCT SPLITS AND TAPS AND AIR EXTRACTORS ON ALL SUPPLY AIR REGISTERS. II. REFER TO ARCHITECTURAL DRAWINGS FOR. EXACT LOCATION OF ALL CEILING DIFFUSERS AND REGISTERS. 12. IN ALL ROOMS WITH WALLS TO THE DECK ABOVE, AN OPENING OF TWO SQUARE FEET SHALL BE LEFT ABOVE THE HUNG CEILING UNLESS OTHERWISE NOTED. IF THE WALL 15 FIRE RATED, A FIRE DAMPER SHALL BE INSTALLED IN THE OPENING. s-z2-07 TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect DIANE COACH 516 WEST 34th STREET NEW YORK, NY 10001 CONSULTANTS DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817- 251 -8411 11 -30 -07 12 -21 -07 01 -23 -OS KEY PLAN PROJECT LOCATION: SHEET TITLE: DRAWN BY: REVIEWED BY: SHEET NO. J FIDE' rn N PERMIT LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS COACH Y 4ESTFIELD SOUTHC NTER 653 SOUTHGENTER SUITE #1540 SEATTLE, "A qS1 SS SPACE ND. 1540 AREA: 2,3'10 SE MECHANICAL PLAIN AND SCHEDULES PROJECT NO. — 10445 SPACE #1540 LEVEL 1 OF 3 SCALE: AS NOTED DATE: 01 -23 -0S MAR 21 [uud PENv;.a ..L. 1L. M 1 00 ATTACHMENT TO STRUCTURE D SCALE: N.T.S. BEAM CLAMP (MAX. WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. METAL STRAP SQUAR ELBOIA MAX. SIDE INGHES THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 ACCESS DOOR 3" MAX. \ / / DOUBLE THICKNESS VANES BRANCH DUCT BEAM CLAMP (MAX WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. RECTANGULAR DUCTS MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN) 18 (0.052 IN.) AIR FLOW L = 0.25 x W 3" MIN. SUPPLY TAF STRUCTURAL STEEL BEAM SECT I A -A STEEL BEA NOT TO SCALE ATTACH `/IE T 1)ETA I L NOT TO SCALE I" X 16 GA. MIN (DUCTS OVER 2 50. FT.) MAX_ 100 LBS. I" X IS GA. MIN (DUCTS UNDER 2 50. FT.) MAX. 420 LBS. FOR DUCTS OVER. 4G" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN DUCTIA SUPPORT D ETAIL NOT TO SCALE ALUMINUM MIN. B 4 5 GAUGE 24 (0.020 IN.) 22 (0.025 IN.) 20 (0.032 IN) 18 (0.040 IN) 16 (0.051 IN.) RETUR TOP CHORD OF BEAM. 45 ° � STEEL BEAM NOTE: DISTANCE BETWEEN DUCT HANGERS SHALL BE I N ACCORDANCE WITH THE RULES OF THE AGENCIES HAVING JURISDICTION. DIAMETER INGHES THROUGH 12 13 THROUGH 18 Iq THROUGH 28 2G THROUGH 56 31 THROUGH 52 AIR FLOW TAP L= 0.25x 3" MIN. BRANCH DUCT 2x2xI6 GA. ANGLE ROU 3/8" MAGHINE■ BOLT SPIRAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 28 (0.01q IN.) 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) AIR FLOW MANUAL AIR DAMPER WITH LOCKING QUADRANT SUPPLY GRILLE WITH INTEGRAL VOLUME DAMPER SUPPLY TAF ^ IT SUPPLY CSR I LLE Nal DUCT SIZE 36" DIA. MAX MAX WEIGHT PER FOOT = 16 LBS. LONGITUDINAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN) 22 (0.034 IN) 20 (0.040 IN) 18 (0.052 IN) NO TURNING VANES REQUIRED. ALT RECTA 1/2" DIA. CONTINUOUS THREADED ROD. \ DUCT SUPPORT DETAIL NOT TO SCALE ROUND DUCTS FITTINGS STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN) 24 (0.025 IN) 22 (0.034 IN.) 20 (0.040 IN) IS (0.052 IN) R / W MUST BE GREATER THAN OR EQUAL TO 1.5. Eiz\ATE TO ULAIZ ELBO W LELFL IEJG,TINORK DETAILS . K FLE: N E X DUCT DETAIL SCAL S. TAKE OFF SCREWED AND SEALED WITH DUCT SEALANT TO DUCT. CONICAL COLLAR BY MECH. GONTR. EXTERNAL SU INSULATION WHERE REQUIRED. INNER NYLON 66 DUCTSTRAP CLAMP. SHEET METAL SCREW AT INNER LINER. VOLUME DAMPER ADJUSTMENT. GEILING DIFFUSER (WITH FIRE DAMPER IF REQUIRED) NOTES: FLEXIBLE DUCT 15 TO BE USED FOR VERTICAL DROPS ONLY. RUNOUTS AND ELBOWS ARE TO BE SHEETMETAL DUCT. THE MECHANICAL CONTRACTOR MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS AS REQUIRED. INNER LINER TO BE SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR, MAXIMUM FLEX DUCT 15 3 FEET. GUT SMALL SLIT IN LINER AT DAMPER ADJUSTMENT W/STRING OR WIRE MARKER TO SHOW LOCATION. BEAM CLAMP (MAX. WEIGHT 500 LBS.) P -1000 UNISTRUT CHANNEL SECURE UNISTRUT SURFACES TOGETHER. F -1000 UNISTRUT CHANNEL 1/2" GONTINUOUS THREADED ROD (7YP). VIBRATION ISOLATOR LOCATE PER MANUFACTURER'S REQUIREMENTS. PROVIDE A MINIMUM OF (4), ONE AT EACH CORNER OF UNIT. MO g o ii(p TOP CHORD OF BEAMS. STEEL BEAM 1/2" CONTINUOUS THREADED ROD. DOUBLE NUT WITH 1/2" WASHER (TYP). VAV UNIT P -1000 UNISTRUT CHANNEL V UNIT DETAIL SCA N.T.S. EXHAUST FAN CEILING RUBBER-IN-SHEAR VIBRATION ISOLATORS #5020CG VOLUME DAMPER YOUNG REGULATOR - BOWDEN GABLE CONTROL SYSTEMS. SCAL RR VOLUME DAMPER DETAIL EXHAUST DUCTWORK TOI EXHAUST PETAL L SCALE: GONTROL GABLE #210 -215 CONTROLLER MOUNTED ON TOP OF DIFFUSER WITH 502060 DAMPER. LAY -IN DIFFUSER OR GRILLE IN GYPBOARD CEILING wiDE ED FOR A PPROVED PROVE APR - 2 2008 >� Of kwIla B LOIN ' I AN 8" DIA. LANDLORD PROVIDED EXHAUST DUCT. (VERIFY ROUTING AND SIZES IN FIELD) BACKDRAFT DAMPER K� LOAD CALCULATIONS SCALE: N 11 -30 -01 12 -21 -07 01 -23 -05 SHEET TITLE SHEET NO. TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692-0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORC, NY 10001 CONSULTANTS DON PENN ' CONSULTING ENGINEER .� 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 PROJECT LOCATION: DRAWN BY: PERMIT ff LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OF 3 i FLAN COACH VMESTFIELD SOUTHGENTER 833 SOUTHGENTER SUITE #1540 SEATTLE, lNA 18188 SPACE NO. 1540 AREA: 2,5 SF MECHANICAL DETAILS AND CALCULATIONS PROJECT NO. 10445 SCALE: AS NOTED DATE : 01 -25 -08 REVIEWED BY -::.: DP MAR 21 2008 UtiN L M200 HEAT GAIN G4GUL.ATIONS ITEM ROOM NUMBER: NAME 1 AREA (SQ. FT.) 2,590 DESIGN CONDITIONS DRY BULB WET BULB 2 CEILING HEIGHT (FT.) 12' -0" OUTSIDE OUTSIDE 85 F 65 F 5 VOLUME (CU. FT.) 28,680 INSIDE '10 F INSIDE 68 F 50% RH SENSIBLE GAINS FACT QUANTITY QUANTITY BTUH QUANTITY BTUH ABOVE CEILING 4 ROOF 4.65 5 WALL 1 6.01 5 WALL 6 GLASS 261.51 6 LIGHTS 5.41 1 1,158 1,424 7 8 OUTSIDE AIR 12. 555 8 5U3 -TOTAL (4 THRU 1) q SUB -TOTAL (4 THRU 8) 1,424 1,1'15 BELOW CEILING 9 ROOF 4.65 ROOF 4.62 10 WALL 4.10 6.01 11 GLASS 6 13 12 PEOPLE 250 48 11,950 14 SUB -TOTAL (10 THRU 15) 13 INFILTRATION INTERIOR GAINS DAY CYCLE 14 LIGHTS 5.41 2,273 4,546 14,0 16 15 OUTSIDE AIR 18.43 11 16 EQUIPMENT 158 50 4,145 NET HEAT LOSS 11 SUB -TOTAL ( THRU 16) DAY CYCLE 18 ROOM LOAD (q - 11) 30,185 LATENT GAINS BELOW CEILING 18 PEOPLE 200 0 45 6 1,560 20 TOTAL TENANT AREA (11 ) 1 INFILTRATION 21 TENANT GRAND TOTAL (LOAD ( 18 ) -558 22 AVG. TENANT LOAD 1311)H PER SQ. FT. (21 / 20) 20 EQUIPMENT 25 AVG. ROOM LOAD BTUH PER SO. FT. (14 / 1) 24 TENANT GRAND TOTAL LOAD (14 ) 21 OUTSIDE AIR 6.41 22 SUB -TOTAL (18 THRU 21) 6 1,560 ROOM CONDITION BELOW CEILING 23 TOTAL LOAD (11 + 22) 41,16 24 SENSIBLE HEAT FACTOR (1 - (22 / 11)) 0.68 25 SUPPLY AIR TEMP. DIFF. 10 26 SUPPLY AIR GFM (11 / (1.08 x 25)) 5,215 21 GFM PER SQ. FT. (26 / 1) 1.35 28 AIR CHANGES PER HOUR ((26 X60) / 5) 6.1 261 ROOM GRAND TOTAL. (8 + 11 + 22) 41,169 30 AVG. ROOM LOAD BTUH PER SQ. FT. (2 1) 11 31 TOTAL TENANT AREA ( 1 ) ] 2,5 52 TENANT GRAND TOTAL LOAD ( 261 ) 41,16q 53 AVG. TENANT LOAD BTUH PER SO. FT. (32 - .91) 11 54 AVG. TENANT GPM PER SQ. FT. (26 / 51) 1 1.55 ATTACHMENT TO STRUCTURE D SCALE: N.T.S. BEAM CLAMP (MAX. WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. METAL STRAP SQUAR ELBOIA MAX. SIDE INGHES THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 ACCESS DOOR 3" MAX. \ / / DOUBLE THICKNESS VANES BRANCH DUCT BEAM CLAMP (MAX WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. RECTANGULAR DUCTS MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN) 18 (0.052 IN.) AIR FLOW L = 0.25 x W 3" MIN. SUPPLY TAF STRUCTURAL STEEL BEAM SECT I A -A STEEL BEA NOT TO SCALE ATTACH `/IE T 1)ETA I L NOT TO SCALE I" X 16 GA. MIN (DUCTS OVER 2 50. FT.) MAX_ 100 LBS. I" X IS GA. MIN (DUCTS UNDER 2 50. FT.) MAX. 420 LBS. FOR DUCTS OVER. 4G" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN DUCTIA SUPPORT D ETAIL NOT TO SCALE ALUMINUM MIN. B 4 5 GAUGE 24 (0.020 IN.) 22 (0.025 IN.) 20 (0.032 IN) 18 (0.040 IN) 16 (0.051 IN.) RETUR TOP CHORD OF BEAM. 45 ° � STEEL BEAM NOTE: DISTANCE BETWEEN DUCT HANGERS SHALL BE I N ACCORDANCE WITH THE RULES OF THE AGENCIES HAVING JURISDICTION. DIAMETER INGHES THROUGH 12 13 THROUGH 18 Iq THROUGH 28 2G THROUGH 56 31 THROUGH 52 AIR FLOW TAP L= 0.25x 3" MIN. BRANCH DUCT 2x2xI6 GA. ANGLE ROU 3/8" MAGHINE■ BOLT SPIRAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 28 (0.01q IN.) 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) AIR FLOW MANUAL AIR DAMPER WITH LOCKING QUADRANT SUPPLY GRILLE WITH INTEGRAL VOLUME DAMPER SUPPLY TAF ^ IT SUPPLY CSR I LLE Nal DUCT SIZE 36" DIA. MAX MAX WEIGHT PER FOOT = 16 LBS. LONGITUDINAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN) 22 (0.034 IN) 20 (0.040 IN) 18 (0.052 IN) NO TURNING VANES REQUIRED. ALT RECTA 1/2" DIA. CONTINUOUS THREADED ROD. \ DUCT SUPPORT DETAIL NOT TO SCALE ROUND DUCTS FITTINGS STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN) 24 (0.025 IN) 22 (0.034 IN.) 20 (0.040 IN) IS (0.052 IN) R / W MUST BE GREATER THAN OR EQUAL TO 1.5. Eiz\ATE TO ULAIZ ELBO W LELFL IEJG,TINORK DETAILS . K FLE: N E X DUCT DETAIL SCAL S. TAKE OFF SCREWED AND SEALED WITH DUCT SEALANT TO DUCT. CONICAL COLLAR BY MECH. GONTR. EXTERNAL SU INSULATION WHERE REQUIRED. INNER NYLON 66 DUCTSTRAP CLAMP. SHEET METAL SCREW AT INNER LINER. VOLUME DAMPER ADJUSTMENT. GEILING DIFFUSER (WITH FIRE DAMPER IF REQUIRED) NOTES: FLEXIBLE DUCT 15 TO BE USED FOR VERTICAL DROPS ONLY. RUNOUTS AND ELBOWS ARE TO BE SHEETMETAL DUCT. THE MECHANICAL CONTRACTOR MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS AS REQUIRED. INNER LINER TO BE SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR, MAXIMUM FLEX DUCT 15 3 FEET. GUT SMALL SLIT IN LINER AT DAMPER ADJUSTMENT W/STRING OR WIRE MARKER TO SHOW LOCATION. BEAM CLAMP (MAX. WEIGHT 500 LBS.) P -1000 UNISTRUT CHANNEL SECURE UNISTRUT SURFACES TOGETHER. F -1000 UNISTRUT CHANNEL 1/2" GONTINUOUS THREADED ROD (7YP). VIBRATION ISOLATOR LOCATE PER MANUFACTURER'S REQUIREMENTS. PROVIDE A MINIMUM OF (4), ONE AT EACH CORNER OF UNIT. MO g o ii(p TOP CHORD OF BEAMS. STEEL BEAM 1/2" CONTINUOUS THREADED ROD. DOUBLE NUT WITH 1/2" WASHER (TYP). VAV UNIT P -1000 UNISTRUT CHANNEL V UNIT DETAIL SCA N.T.S. EXHAUST FAN CEILING RUBBER-IN-SHEAR VIBRATION ISOLATORS #5020CG VOLUME DAMPER YOUNG REGULATOR - BOWDEN GABLE CONTROL SYSTEMS. SCAL RR VOLUME DAMPER DETAIL EXHAUST DUCTWORK TOI EXHAUST PETAL L SCALE: GONTROL GABLE #210 -215 CONTROLLER MOUNTED ON TOP OF DIFFUSER WITH 502060 DAMPER. LAY -IN DIFFUSER OR GRILLE IN GYPBOARD CEILING wiDE ED FOR A PPROVED PROVE APR - 2 2008 >� Of kwIla B LOIN ' I AN 8" DIA. LANDLORD PROVIDED EXHAUST DUCT. (VERIFY ROUTING AND SIZES IN FIELD) BACKDRAFT DAMPER K� LOAD CALCULATIONS SCALE: N 11 -30 -01 12 -21 -07 01 -23 -05 SHEET TITLE SHEET NO. TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692-0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORC, NY 10001 CONSULTANTS DON PENN ' CONSULTING ENGINEER .� 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 PROJECT LOCATION: DRAWN BY: PERMIT ff LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OF 3 i FLAN COACH VMESTFIELD SOUTHGENTER 833 SOUTHGENTER SUITE #1540 SEATTLE, lNA 18188 SPACE NO. 1540 AREA: 2,5 SF MECHANICAL DETAILS AND CALCULATIONS PROJECT NO. 10445 SCALE: AS NOTED DATE : 01 -25 -08 REVIEWED BY -::.: DP MAR 21 2008 UtiN L M200 HEAT L055 CALCULATIONS ITEM ROOM NUMBER: NAME I 1 AREA (SQ. FT.) 2,590 DESIGN CONDITIONS DRY BULB 2 CEILING HEIGHT (FT.) 12' -0" OUTSIDE 24 F 5 VOLUME (CU. FT.) 28,680 INSIDE '10 F x-r sIOR LOSSES FACTOR QUANTITY BTUH QUANTITY BTUH DAY CYCLE 4 ROOF 4.62 5 WALL 1 6.01 6 GLASS 261.51 1 INFILTRATION 8 OUTSIDE AIR 12. 555 1,1613 q SUB -TOTAL (4 THRU 8) 1,1'15 NIGHT CYCLE 10 ROOF 4.62 11 WALL 6.01 12 GLASS 2q.51 13 OUTSIDE AIR 12. 14 SUB -TOTAL (10 THRU 15) INTERIOR GAINS DAY CYCLE 15 LIGHTS 50% CREDIT 5.41 2,273 1,151 16 OTHER 11 SUB -TOTAL (15 + 16) 1,151 NET HEAT LOSS DAY CYCLE 18 ROOM LOAD (q - 11) -558 1 AVG. LOAD PER S. Fl. (18 / 1) 0 20 TOTAL TENANT AREA (11 ) 2,5 21 TENANT GRAND TOTAL (LOAD ( 18 ) -558 22 AVG. TENANT LOAD 1311)H PER SQ. FT. (21 / 20) 0 NIGHT CYCLE 25 AVG. ROOM LOAD BTUH PER SO. FT. (14 / 1) 24 TENANT GRAND TOTAL LOAD (14 ) 25 AVG. TENANT LOAD BTUH PER SQ. FT. (24 / 20) ATTACHMENT TO STRUCTURE D SCALE: N.T.S. BEAM CLAMP (MAX. WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. METAL STRAP SQUAR ELBOIA MAX. SIDE INGHES THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 ACCESS DOOR 3" MAX. \ / / DOUBLE THICKNESS VANES BRANCH DUCT BEAM CLAMP (MAX WEIGHT 500 LBS.) 1/2" CONTINUOUS THREADED ROD. RECTANGULAR DUCTS MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN) 18 (0.052 IN.) AIR FLOW L = 0.25 x W 3" MIN. SUPPLY TAF STRUCTURAL STEEL BEAM SECT I A -A STEEL BEA NOT TO SCALE ATTACH `/IE T 1)ETA I L NOT TO SCALE I" X 16 GA. MIN (DUCTS OVER 2 50. FT.) MAX_ 100 LBS. I" X IS GA. MIN (DUCTS UNDER 2 50. FT.) MAX. 420 LBS. FOR DUCTS OVER. 4G" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN DUCTIA SUPPORT D ETAIL NOT TO SCALE ALUMINUM MIN. B 4 5 GAUGE 24 (0.020 IN.) 22 (0.025 IN.) 20 (0.032 IN) 18 (0.040 IN) 16 (0.051 IN.) RETUR TOP CHORD OF BEAM. 45 ° � STEEL BEAM NOTE: DISTANCE BETWEEN DUCT HANGERS SHALL BE I N ACCORDANCE WITH THE RULES OF THE AGENCIES HAVING JURISDICTION. DIAMETER INGHES THROUGH 12 13 THROUGH 18 Iq THROUGH 28 2G THROUGH 56 31 THROUGH 52 AIR FLOW TAP L= 0.25x 3" MIN. BRANCH DUCT 2x2xI6 GA. ANGLE ROU 3/8" MAGHINE■ BOLT SPIRAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 28 (0.01q IN.) 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) AIR FLOW MANUAL AIR DAMPER WITH LOCKING QUADRANT SUPPLY GRILLE WITH INTEGRAL VOLUME DAMPER SUPPLY TAF ^ IT SUPPLY CSR I LLE Nal DUCT SIZE 36" DIA. MAX MAX WEIGHT PER FOOT = 16 LBS. LONGITUDINAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN.) 24 (0.028 IN) 22 (0.034 IN) 20 (0.040 IN) 18 (0.052 IN) NO TURNING VANES REQUIRED. ALT RECTA 1/2" DIA. CONTINUOUS THREADED ROD. \ DUCT SUPPORT DETAIL NOT TO SCALE ROUND DUCTS FITTINGS STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN) 24 (0.025 IN) 22 (0.034 IN.) 20 (0.040 IN) IS (0.052 IN) R / W MUST BE GREATER THAN OR EQUAL TO 1.5. Eiz\ATE TO ULAIZ ELBO W LELFL IEJG,TINORK DETAILS . K FLE: N E X DUCT DETAIL SCAL S. TAKE OFF SCREWED AND SEALED WITH DUCT SEALANT TO DUCT. CONICAL COLLAR BY MECH. GONTR. EXTERNAL SU INSULATION WHERE REQUIRED. INNER NYLON 66 DUCTSTRAP CLAMP. SHEET METAL SCREW AT INNER LINER. VOLUME DAMPER ADJUSTMENT. GEILING DIFFUSER (WITH FIRE DAMPER IF REQUIRED) NOTES: FLEXIBLE DUCT 15 TO BE USED FOR VERTICAL DROPS ONLY. RUNOUTS AND ELBOWS ARE TO BE SHEETMETAL DUCT. THE MECHANICAL CONTRACTOR MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS AS REQUIRED. INNER LINER TO BE SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR, MAXIMUM FLEX DUCT 15 3 FEET. GUT SMALL SLIT IN LINER AT DAMPER ADJUSTMENT W/STRING OR WIRE MARKER TO SHOW LOCATION. BEAM CLAMP (MAX. WEIGHT 500 LBS.) P -1000 UNISTRUT CHANNEL SECURE UNISTRUT SURFACES TOGETHER. F -1000 UNISTRUT CHANNEL 1/2" GONTINUOUS THREADED ROD (7YP). VIBRATION ISOLATOR LOCATE PER MANUFACTURER'S REQUIREMENTS. PROVIDE A MINIMUM OF (4), ONE AT EACH CORNER OF UNIT. MO g o ii(p TOP CHORD OF BEAMS. STEEL BEAM 1/2" CONTINUOUS THREADED ROD. DOUBLE NUT WITH 1/2" WASHER (TYP). VAV UNIT P -1000 UNISTRUT CHANNEL V UNIT DETAIL SCA N.T.S. EXHAUST FAN CEILING RUBBER-IN-SHEAR VIBRATION ISOLATORS #5020CG VOLUME DAMPER YOUNG REGULATOR - BOWDEN GABLE CONTROL SYSTEMS. SCAL RR VOLUME DAMPER DETAIL EXHAUST DUCTWORK TOI EXHAUST PETAL L SCALE: GONTROL GABLE #210 -215 CONTROLLER MOUNTED ON TOP OF DIFFUSER WITH 502060 DAMPER. LAY -IN DIFFUSER OR GRILLE IN GYPBOARD CEILING wiDE ED FOR A PPROVED PROVE APR - 2 2008 >� Of kwIla B LOIN ' I AN 8" DIA. LANDLORD PROVIDED EXHAUST DUCT. (VERIFY ROUTING AND SIZES IN FIELD) BACKDRAFT DAMPER K� LOAD CALCULATIONS SCALE: N 11 -30 -01 12 -21 -07 01 -23 -05 SHEET TITLE SHEET NO. TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692-0223 www.tricarico.com Nicholas J. Tricarico, Architect OWNER COACH 516 WEST 54th STREET NEW YORC, NY 10001 CONSULTANTS DON PENN ' CONSULTING ENGINEER .� 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 PROJECT LOCATION: DRAWN BY: PERMIT ff LANDLORD REVIEW LANDLORD COMMENTS TENANT COMMENTS SPACE #1540 LEVEL 1 OF 3 i FLAN COACH VMESTFIELD SOUTHGENTER 833 SOUTHGENTER SUITE #1540 SEATTLE, lNA 18188 SPACE NO. 1540 AREA: 2,5 SF MECHANICAL DETAILS AND CALCULATIONS PROJECT NO. 10445 SCALE: AS NOTED DATE : 01 -25 -08 REVIEWED BY -::.: DP MAR 21 2008 UtiN L M200