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Home My WebLink AboutPermit M07-220 - WESTFIELD SOUTHCENTER MALL - SEPHORASEPHORA 616 SOUTHCENTER MALL M07 -220 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Value of Mechanical: $25,000.00 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 doc: IMC-10 /06 City.af 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 6364200010 616 SOUTHCENTER MALL TUKW SEPHORA 616 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA TIM SCHENK 1120E 80 ST, STE 211 , BLOOMINGTON MN MECHANICAL PERMIT Contractor: Name: SCHEINER COMMERCIAL GROUP Address: 18965 BASE CAMP RD STE Al , MONUMENT CO Contractor License No: SCHEICG958N2 DESCRIPTION OF WORK: MECHANICAL FOR NEW TI: (4) VAV BOXES, NEW DUCTWORK, DIFFUSERS, AND CONTROLS. (2) NEW BATHROOM EXHAUST FANS. EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 4 0 0 3 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 800 541 - 0821 Phone: 719 -487 -1600 Expiration Date: 08/22/2009 M07 -220 03/10/2008 09/06/2008 Fees Collected: $442.45 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 25 Thermostat 1 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -220 Printed: 03 -10 -2008 Permit Center Authorized Signature: The granting of this permit does not construction or the performance of Signature: Print Name: doc: IMC-1 O/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 Permit Number: M07 -220 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Date: J 10 I hereby certify that I have read and examine s permit and know the same to be true and correct. All provisions of law and ordinances /it r sp = ified herein or not. governing this work will be complied with, V�,••'��e authonty to violate or cancel the provisions of any other state or local laws regulatinc !!� 'a rized to sign and obtain this mechanical 3 - 1b - �� `0 Date: -- P 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 suspende( or abandoned for a period of 180 days from the last inspection. M07 -220 Printed: 03 -10 -2008 City of Tukwila Parcel No.: 6364200010 Address: 616 SOUTHCENTER MALL TUKW Suite No: Tenant: SEPHORA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 5: Readily accessible access to roof mounted equipment is required. PERMIT CONDITIONS Permit Number: M07 -220 Status: ISSUED Applied Date: 10/12/2007 Issue Date: 03/10/2008 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. 6: 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. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) 16: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be doc: Cond -10/06 M07 -220 Printed: 03 -10 -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 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. (MC 606.1, 606.2.1) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10106 * *continued on next page ** M07 -220 Printed: 03 -10 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether s • ecified herein or not. Signature: doc: Cond -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 The granting of this permit does not pre give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance' Print Name: ° "' ' � Date: 3 o 'D a M07 -220 Printed: 03 -10 -2008 Company Name: CITY OF TUKWIL' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h ttp: / /www. ci. tukwila. wa. us Tenant Name: SFP 4ORk Company Name: - r (.O 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 ** - r sAo Pt s16rt G 20v1P Building Permit No. 1Y Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) SITE LOCATION King Co Assessor's Tax No.: Site Address: sow - .lce -a njr1JazAY Suite Number: 1120 Floor: ( New Tenant: IN Yes ❑ ..No Property Owners Name: WesrAeLO GORPORA0I0r1 . I tJ C-• Mailing Address: MO wits 2►1SZs (3la(O SV11Tc 1100. SAS I 4( LLs, CA goon ' City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 'T1 S C NENK Day Telephone: 1410 • 54 1 • 087.4) Mailing Address: 1120 E • &, Sr . sit re Z41, 0...a viceSOr{ (Y r4 55'420 City State Zip E -Mail Address: ±tmS Q • etC) Y'JQ hM.S. C0/11. Fax Number: qS2• $s( • 4909 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: 411 {WOM000111E 21 SrR er 1 Spirt atar(Ci SGO CA (Hi OJt' City State Zip Day Telephone: 41.5 Contact Person: INAAM Wpr f'(,- • E -Mail Address: Fax Number: 4 1 S • 34 • %' 0 • ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ill - ft.tgrpht L. EgtG1rtEE(L%r4G IrfL . Mailing Address: 1S0 (tij1 .SGO( C btO . weS ag tc.LC OA 430$1 City State Zip Day Telephone: 6 i 4 . `j .2323 E -Mail Address: Fax Number: (s t '4 . s 1 B • 77 Page 1 of 6 Contact Person: ....3A9 1r4 V PVIllnAnr Q:1Applications\Fonns- Applications On Line\3 -2006 - Permit Application doe Revised: 9 -2006 bh BUILDING PERMIT INFORITION - 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ 15, 000. Existing Building Valuation: $ Scope of Work (please provide detailed information): 13V %Vfp av r OF itfA tL i I -44 r SPAC V (N fl'4 NE4 MA U. eXPIrU1Oi /AREA, ISM Floor 2nd Floor? 3 Floor Floors thru Basement Accessory Structure* !, Attached Garage Provide All Building Areas in Square Footage Below Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Lot Area (sq ft): Interior Remodel 53'49 Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC f PLANNING DIVISION: Single family building footprint (• a of the foundation of all structures, plus any d- ks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, p ide the following: Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal wil . e required. Floor area of principal dwelling: Floor area of accessory dwelling: *Provide docume • tion that shows that the principal owner lives in one of the dw - ings as his or her primary residence. Number of Parking S • s Provided: Standard: Compact: Handicap: Will there be a chan • - in use? ❑ Yes r} No If `yes ", expl • • • FIRE PROTECTION/HAZARDOUS MATERIALS: IN Sprinklers FA 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 -1/2 "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: Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnaces 100K BTU Evaporator Cooler Diffuser 23 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 1 Thermostat I 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM A Incinerator — Comm/Ind MECHANICAL PERMIT INIs.,AMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T.! .O 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): $ "1r OVO Scope of Work (please provide detailed information): 4 - NC N YA►Y LOXES New !JVGt�YGPLk. 0fI IrQl f , -. CurirnaA z • NEW 6Aa tX1 ISr rar rs Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...ID Replacement .... ❑ Fuel Type: Electric ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:Upplications\Forms- Applications On Line13.2006 - Permit Application.doc Revised: 9 -2006 bb Page 4 of 6 r iJBLIC WORKS PERMIT INF TION 206 -433 -0179 Water District ❑ ...Tukwila ❑ ...Water Availability P s ided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Water District #125 Septic System: ❑ On -site Septic System — For on- 'te septic system, provide 2 copies of a current septic des' . approved by King County Health Department. Submitted with Application (mark bo s which apply): ❑ ...Civil Plans (Maximum Paper Size 22" x 34") ❑ ...Technical Information Report (Storm inage) ❑ .. Geotech al Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ■ .. Easement(s) ❑ .. Main ante Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 urs ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...ValVue _ ❑ .. Renton ...Sewer Availability Provided cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ r andon Sep Tank ❑ ...Cap or Remove Utilities ■ . Curb Cut ❑ ...Frontage Improvements 'A .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protect' ❑ ...Permanent Water Meter Si .. WO # ❑ ...Temporary Water Meter ' e .. WO # ❑ ...Water Only Meter Siz- " WO # \ ...Deduct Water Meter Size ❑ ...Sewer Main Extens Public _ Private ❑ ...Water Main Exte on Public Private FINANCE INFO' ATION Fire Line Size a Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Water Meter Refund/Billing: Name: Mailing Address: Irrigation » Domes ' ater Q:WpplicationsWomis- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton attle .. Right -of -way Use - Profit for less than 72 hours .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding » Name: Day Tel • one: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU H RIZED AGENT: Signature: Print Name: TIM SG41EPk Mailing Address: Inv e. "r sr. SI1Z'l:. 2 . Q:UpplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bn ChAOm1r46 t1r4 „r 5 ZU City State Date: /01 I t l Day Telephone: I. two • 1-41 . 0 e Z� Zip Date Application Accepted: 114 Date Application Expires: ot-1 PAO) Staff Initials: 6-- I Page 6 of 6 Fixture Type: Qty Fixture Type: F re Type: > Qty ; Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Was fountain Gas piping outlets Bidet Food -waste grinder, commercial Recepto indirect waste Clothes washer, domestic Floor drain ?i Sinks Dental unit, cus. Shower, sin. le h d trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet la Building sewer or trailer park sewer Rain water stem — per drain (in • e building) Water heater and/o vent , Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair alteration of water pipin nd/or water treating equ ent Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING RMIT INFORMATION - 206 - 431 -0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 1'4.o Mailing Address: State Zip City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contracto s bid price): $fti Valuation of Gas Piping work (contractor bid price): $ Scope of Work (please provide detailed info s ation): Iaws&" t tr / OI TJ,f0 04 (ESJ1 .o0nnS I nr It- yc'raL 1, Tekowr I J rr CCIVE ,4 LI riX "3 4" Pi,' Building Use (per Int'1 Building Code): 1n Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets bei QMpplications\Fomis- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh ailed and the quantity below: Page 5 of 6 Copy Reprinted on 04 -28 -2008 at 15:26:02 04/28/2008 RECEIPT NO: R08 -01368 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: 04/28/2008 User ID: 1165 Total Payment: 116.00 Payee: CUMMINGS CONTRACTORS, INC. SET ID: 0428 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount EL07 -583 58.00 M07 -220 58.00 TOTAL: 116.00 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 398 116.00 TOTAL: 116.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR MECHANICAL - NONRES Account Code Current Pmts 000.322.101.00.0 58.00 000/322.100 58.00 TOTAL: 116.00 1690 04/28 9711 TOTAL 116.00 Receipt No.: R08 -00665 Payee: SCHEINER COMMERCIAL GROUP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2504 359.96 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES 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 RECEIPT Account Code Current Pmts 000/322.100 359.96 Total: $359.96 Parcel No.: 6364200010 Permit Number: M07 -220 Address: 616 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/12/2007 Applicant: SEPHORA Issue Date: Payment Amount: $359.96 Initials: WER Payment Date: 03/10/2008 08:44 AM User ID: 1655 Balance: $0.00 568; 03/10 9710 TOTAL 2597.24 gpi\T doc: Receiot -06 Printed: 03 -10 -2008 RECEIPT NO: R07 -02245 Payee: ELDER -JONES SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description •r 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: 10/12/2007 User ID: 1165 Total Payment: 1,587.10 SET ID: S000000876 SET NAME: Tmp set/Initialized Activities D07 -386 1,342.11 EL07 -583 123.00 M07 -220 82.49 PG07 -274 39.50 TOTAL: 1,587.10 TRANSACTION LIST: Type Method Description Amount Payment Check 50014 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: 1,587.10 1,587.10 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 1,464.10 TOTAL: 1,587.10 Prot:_ 10,1,4 ...) Type of Inspection r7A1 / Address: 1M// Date Called: Special Instructions: Date Wanted: - *-- r a . m :- Requester PhoneA: .670......j...796 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 'Inspector: 0 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ceinif/ei-e r I _7 !Date: 7 / 2 / 0 ? El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: 'Date: tOM M ENTS: } Ka \ Re- tk,v►t 4del,PSS 0 (0 I (o - P455ed(: \IKJ -Z e+kdn oel.1 d ( 55 00. lc - -- p fGSSed1 _, o( 41+,1 - b� 1- .,. R€ 4-u✓✓1 4jcI f <4 c k) • '1 (off - i a c }SUj C.4 l y ae- 4-e- r ✓1 4d d r es5 nu. —1 p GsSe d G ',;ee &AN\ k--N r - ‘ �/� cm( r�/ic JA,c c ^ \p v�' / \ \ • a) Date Wanted: —1 • `� QQ U [1 a.m. p.m. Requester: Phone No: Project: % /� e_�v �l?c r,.... Type of Inspection: fI In �'"\\,,..<. 1 c Vh��P Art , \�A Address: (v\ 4 Y\CA\ Date Called: Special Instructions: Date Wanted: —1 • `� QQ U [1 a.m. p.m. Requester: Phone No: C Approved per applicable codes. 1lnspector: 1 -- zIO INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. (Date: ' ) c 4 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspiction. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: � 0 1'! p Ya T pe of In s pe ction ;� � mai�� k dove rx Address: 6/6/ MALI- Date Called: Special Instructions: Date Wanted: 1 l/ 4 7 a.m. I p.m. Requester: Phone No: — 1 \ a\ _ S \ C) - 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36v 0 Ei Approved per applicable codes. Eg Corrections required prior to approval. COMMENTS: p d /lt s Qe0'o C'ant� /Ip� 1 iAsa{ ,L • t n,l- 4- 01- 41 r., •o.K. NASD . 'Inspector: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Date: _7/iIOS (Receipt No.: !Date: COMMENTS: Type of Inspection: � #nr:r._,(c_ ( ��!l; .cV i» \M O — 1 -3-t , n C . .</ -3 . s _ () 6 s5 « -� } Il - E i- �• - ' \ A - J) . "-r / 3 J 1 V ilki" ...) gC c..Y‘ 3 C /3 - 124 55e VAV - I I Re 1.-r- .A. C.5"/ H.1 i'ss ? g (V / ? /'n5 I'9 /I 1 •o ) Phone No: k c '1 7Y --- <7)`‘C Project:., `7V`_.( `S C -. Type of Inspection: � #nr:r._,(c_ ( ��!l; .cV i» Address: C ,, 1'\e- \\ Date Called: Specia i nstructions: _ Date Wanted: C -:: Zt f a.m. P.m. Requester: Phone No: k c '1 7Y --- <7)`‘C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 g Approved per applicable codes. Corrections required.prior to approval. 'Inspector:: Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 670 (Receipt No.: 'Date: Project:. .--91elor Type of Inspection.. ,, Address: 7i (.4 /44 4 Date Called: Special Instructions: Date Wantect: i c.;4 /0K • • Requester: Phone No: 7 1 4 9 1 570 53 INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 U Approved per applicable codes. INSPECTION RECORD Retain a copy with permit r e gi Corrections required prior to approval. COMMENTS: 511 1 , . J 5 63er:r Inspector: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 Receipt No.: 'Date: Project: n ^ ,SF P, /,2I) Type olspection• , Cal /. —` 4 / / Date Spe Instructions: Date Wanted ' 7 v? a pm. Requester: Phone No: ,.�5.3 - 332 - // ' 2- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 sii4 Approved per applicable codes. CO ENTS: ,A/74 .00 REINSPECTION FEE EQUI Prior to inspection, fee must be aid at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit 1/N7-Z20 I PERMIT NO. ON f7nfildz l _ Corrections required prior to approval. I 7- Date- , 7--ce �0 INSPECTION RECORD Retain a copy with permit I ! 4 O7-Z ZoI INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec pr {v0_ q Ad CO f b SU.tf ilk e4ei i1/4 i4 Special Instructions: Type of k spection• 441� G — �ti DDtg Called: p.m. Date yred : Requester: Phone No 2s.3 3 —I ? El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: L7 70 S/ fe iien/J I Date:, / 06:2 .00 REINSPECTION FEE R a ' ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., . uite 100. Call the schedule reinspection. eipt No.: 'Date: Project: 5 4 (4 f7,6, Type of Inspection: 4,- M4 'Ix Address: 6-l4 S..- >he.J.f - Mcil Date Called: Special Instructions: Date Wanted: 3 -2k -vr a.m. P.m. Requester: Phone No: 2 2y7 0f37 Inspector: INSPECTION RECORD I I Retain a copy with permit 07 — 21° INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. COMMENTS: f t ok r, T•-Is4fe „ rs V4 v 5 'Date: - 2 �= ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: `Date: Project: S, L -. M _ t , ' 2 A . Sprinklers: Type of Ins on: Address: (© f 6 g(' , Suite #: (i7.4 -4-. -t Contact Person: 1'V1 4 art �k.-A✓ Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206 -S7S- COMMENTS: sA N tom(, OIL 4 I Q �i-� ✓ ector: ✓ vioAtQA 54Z Date: to 2s/Op Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 PERMIT NUMBERS I I Corrections required prior to approval. T.F.D. Form F.P. 113 Item No. Reference Document Comments 1. M1.0 1. Revised back of house per new ACT ceiling. 2. Revised VAV controls to be by tenant per landlord comments. 2. M3.0 1. Revised air device schedule to show type G air device as Titus TMS for use in the back of house. 3 FP 1.0 1. Revised sprinkler layout per new ACT ceiling in back of house. 4 E1.0 1. Revised "Low Voltage Wiring Specifications" number 2. 2. Revised coded note #4. 3. Added receptacle for drinking fountain. 4. Added junction boxes in office for VAV thermostats. 5. Revised wall shelving displays per new architectural background.. 5 E2.0 1. Revised back of house light fixtures, per new ACT ceiling. 2. Revised•cove lighting per new architectural background. 3. Added occupancy sensor to office. 6 E3.0 1. Revised "Security Counter Detail ". 7 E4.0 1. Revised "Lighting Fixture Schedule ". 8 E5.0 1. Revised panel schedule for panel "A ". 2. Revised "Electrical Load Summary". 3. Revised "LV Relay Panel Diagram ". REVISION NO. # 5 M Retail Engineering, Inc. Project Revision Summary REVISION N0: I M ISSUE DATE: 04.03.08 Project: Dwg. Date: SEPHORA SOUTH CENTER 07.27.07 Store No: Project No: 0712121 r Architectural Changes (A) r Building Department Comments (B) r Landlord Comments (L) r Owner's Changes (OC) 17 Other (0): Field Conditions. RECEIVED APR 10 2008 PERMIT CENTER KMJ Robinson Meier Juilly & Associates Piar revie Approve' the vto ati 0' approve �41 Date: 103 Linden Avenue So. San Francisco, CA 94080 (650) 871.2282 FAX (650) 87 •24 www.rmjse.com FILE COPY Permit No. rs and omissions. fct L?UthCIiz) wnanc . Rvca' is aeknowledg S E P H^ C SOUTH CENTER MALL Seattle, WA 98118 Structural Calculations for New Storefront Description Page Project Description 1 Building Loads 2 Built -up Box Beams 3-8 Lateral Analysis 4, 9 -10 Built -up Box Columns 11 -12 Diagonal 13 -14 Seismic Design Data 15 REVIEWED FOR ' CODE COMPLIANCE APPROVED OCT 2 5 2007 Of Tukwila B ILDIN DIVISION RECEIVED art OF ThKW;Lj OCT 12 20071 4 O' Structural Engineers Principals Peter Robinson, S.E. Jayson E. Haines, S.E. Prepared for: TSAO Design Group October 3, 2007 RMJ Job #07157 RMJ Sephora South Center Mall, Seattle, WA RMJ Job# 07157 Project Description: Sheet 1 This project involves providing support for an interior mall storefront for the Sephora store at the above referenced location. Built -up box beams, transom beam, and columns provide gravity support at the entry and displays. Full height columns provide lateral support against in -plane loads. RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Interior Storefront Soffit Loads Framing Live Loads Total Load Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: 5/8" Gypboard 2.7psf x 3.4' Horiz. 362S162 -33 DIAG. @ 16" o.c. Vert. 362S162-33 DIAG. @ 16" o.c. Diag. 362S162 -33 DIAG. @ 16" o.c. Built -Up Box Beam Sign Letters & Box Misc. Live Load 20 psf x:1' -0 Total Use Only dead load, 60.0 plf used in determining lateral loads. These loads are Toads per foot for EACH built -up box beam at Interior storefront. 10/3/2007 2 10.00 plf 5.00 plf 10.00 plf 3.00 plf 12.00 plf 5.00 plf 10.00 plf 55.0 plf 60.0 plf 20.0 plf 80.0 plf RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Built -up Box Beam at Display Maximum Length= 16 ft 192 in Maximum Moment =wx L 2,560 ft-lb Built -Up Section 2 - 800S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 800S162 -54 used in design of box beam I (net) = 11.443 Moment of Box Beam Deflection Sephora •Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: in 30,720 in -lb Ma 83,168 in -lb (Prop86) M 83,680 in - lb (SSMA Catalog) MMax 30,720 in - <M 83,168 in -lb CHECK OK! 5wL 0.4 in 384E1 L 240 0.8 in DEFLECTION OK! 10/3/2007 3 Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 8.000 in. (abar) = 7.943 in. (a ) = 7.717 in. Flanges (B' ) = 1.625, 1.625 in. (boar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (cbar) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Area Gross = 1.339 in "2 Ix Gross = 11.474 inA4 Ix Net = 11.443 inA4 Iy Gross = 2.475 in "4 Iy Net = 2.060 inA4 m Bw ro = 0.000 in. = - 0.7713 inA5 = 3.228 in. Punchout Spacing Type Thickness Ixx /Iyy Required = 0.000/ 0.000 inA4 Overall Nominal Failure Load = 27,862 lbs. Nominal Y -Axis Moment Capacity = 49,476 in -lbs Nominal Cap. (Web in Tension) = 49,476 in -lbs Iyy Effective at Camp. Yield = 1.058 in "4 Min Nominal X -Axis Moment Capacity = 138,891 in -lbs In Effective at Comp. Yield = 11.290 inA4 = 1.500 in. = 24.000 in. =CONFORMING = 0.0566 in. h/t Web = 136.3 w/t Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS q -bar -o = 0.000 ksi Area Net = 1.169 inA2 Sx Gross = 2.869 inA3 Sx Net = 2.861 inA3 Sy Gross = 1.523 in "3 Sy Net = 1.268 inA3 Cmy = 1.000 Gamma = 0.000 in. /in. Fastener Spacing = 16.00 in. ELY = 144.00 in. ELY = 48.00 in. ELT = 48.00 in. E = 29,500 ksi RIB = 144.00 in. G = 11,300 ksi ALLOWABLE. LOADS GROSS /NET SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS J = 6.802062 inA4 Bf = 1.3681 in "5 Beta = 1.000 Ey = 0.000 in. Ex = 0.000 in. Rr Gross = 2.927 in. Rr Net = 3.128 in. Ry Gross = 1.360 in. Ry Net = 1.327 in. xo = 0.000 in. B1 = 1.0353 in "5 Overall Allowable Axial Load = 15,479 lbs. Allowable Y -Axis Moment Capacity = 29,626 in -lbs Allowable Cap. (Web in Tension) = 29,626 in -lbs Syy Effective at Camp. Yield = 0.990 inA3 Min. Allowable X -Axis Moment Capacity = 83,168 in -lbs Su Effective at Camp. Yield = 2.796 in "3 Ixx for Deflection Determination = 11.474 in "4 - at Current Stress Level in Section of 11,560 psi Iyy for Deflection Determination = 1.058 in "4 -. at Mazi'n= Stress Level in Section of 50,000 psi 1800S162 -54 I Fy = 50.000 ksi Fya - AXIAL = 50.000 ksi FFra -BEND = 50.000 ksi Fu = 65.000 ksi Fu /Fy = 1.300 (BOXED Configuration) x -bar = 1.625 in. y -bar = 4.000 in. Cw = 2.9258 inA6 j = 0.3297 in. Lateral Loads (X /Y) = 0.00/ 0.00 psf Omega = 1.80 Omega = 1.67 Omega = 1.67 Allow. Load Considering Lat. Load (Camp /Tension) = 15,479/ 35,007 lbs. Lat. Load Moments (X /Y) = 0/ 0 in - lbs Allowable Shear Load on Unreinforced Web = 3,184 lbs. > Actual Shear Load = 0 lbs. Allowable End One - Flange Loading Reaction = 1,263 lbs. > Actual End Reaction = 0 lbs. PROP86, Version 5.00 - RMJ i ASSOCIATES Printed On 10 -03 -2007 at 09:10:51 Page 1 of 1 ., ., - (�,�� ` .. ' { ' ` '� "'i, 1 "` S- �X f,�, '� 5 F .. i4J '1.11[ - =� �f'. �'J2if LSIt' `GL` , W'C LW � J -LU '.itiL'i -Llt " -� , ia , Lli_ aY �iYd..%��r,¢•�r°..�J �s i 8005137.33' 0.0346 0.388 1.32 3.198 0.799 2.873 0.073.0.435 3.198 0.663 13.10 455 4.335 0.155 0.948 -0.709 2.991 0.944 8003137-43 0.0451 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.134 1.033 20.42 1008 4.000 0.341 1.202 -0.700 2.981 0.945 800S137 -54 0.0566 0.627 2.13 5.110 1277 2.855 0.112 0.423 5.110 1277 28.89 2006 4.000 5.110 1249 37.38 2006 4.032 0.670 1.460 -0.691 2.967 0.946 8005137.66 0.0713 0.782 2.66 6303 1.576 2.839 0.134 0.414 6.303 1.576 36.74 4048 4.000 6.303 1.573 54.40 4048 4.003 1.325 1.762 -0.680 2.948 0.947 8003137.97 0.1017 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 53.09 9037 4.000 8.597 2149 7822 11124 0 4 .00 0.165 3.767 2.295 -0.658 2.908 0.949 x8303162 -33' " "3.0346 0,413 "°1,41 3.582"'0.896 " 2:943'11125 0.550'`3.582 tl..757 14.96'77455-4106 .,`, 1s13:. 1 95113.142 0906 ''8006162-43 , 0.0451 ' 0.537 1.83 4633.,1.158 �. i7 "0.160 0.546 %4.633 ..1,158 22.89 1006 4.030.. , ".- "- ; 21364 2.056 , -0941 3.132 0910 ;.800S162.54 "0.0566 ' 226 5.736 :1,434 2.927 = 6.164 -. 0.5x9 . 5.736 ' 1.434 :31.83 , .2006 ;4.000 5.736 1.397 41.84 2006 4.739 0.715 2509 -0932 3.119 ,-0.911 , 8003162.68 , 0.0713 0.836 2.84 7.089 2.772 7.089 1.772 40.41 4048 4.000 7.089 1757 5957 4048 4.013 '4200 1416 ,3.047; -0.921 2 .101 0.912 600510297:,6. 1017.,..; 1811,..: 3.98.,.,5713..,Z428:2.883.0305 "0.510, '9.713:: ,3827.,9037., :9,713, 14. 11124 4636 '4223 41W. 062 0.91.4 8005200.33' 0.0346 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0 .812 1624 455 4.410 0.179 2.945 -1306 3.369 0.850 800,6200.43 0.0451 0.582 1.98 5.302 1.325 3.018 0292 0.708 5.302 1293 25.54 1008 4.038 0.395 3.763 -1295 3359 0.851 800S200-54 0.0566 0.726 2.47 6.573 1.643 3.009 0.357 0.701 1.573 1.643 35.75 2006 4.000 6.573 1.475 44.15 2006 4.168 0.775 4.612 -1286 3.346 0.852 8005200-68 0.0713 0.907 3.09 8.140 2.035 1.996 0:435. 0.692 8.140 2.035 4529 4048 4.000 8.140 1964 6521 4048 4.055 1537 5.631 -1275 3329 0.853 800S200-97 0.1017 1271 4.32 11203 2.831 2.969 0.576 0.673 11213 2.801 65.12 9037 4.000 11203 2.801 96.63 11124 4300 4381 7.524 -1253 3292 0 855 18002250 -43 •` 0.0451' "' '6827 Y 2.13 .015' °4:004 8097.43.500 , Qbti `b 01gs '=1.313'"2.5.95 ` 0094.219 , , ... 5 3,641 0.161 ' 800325034 0.0566 0.783 • 2.66 7465.1 • :3.086; C114 7.465` 7712 "33,82 2 3 0 6 4 . 1 3 4 7 2 7 8 1 . 5 2 5 4 5 . 6 6 0 0 6 4 3 2 3 2 0 . 8 3 6 7,769 4 . 6 8 0 3 . 6 28 0 . 7 64 P 8003250.68 _ 0 .0713 0.978 :3.33 , 9261,n2315 3 .077> 0152 0.877 9261 ;,2240 4426 4048 "-•4.053, " 9261 2.003 ";5996 i 4048 4219 1.658 9.526 1.674 2211 0.785 9Z : 0.1017 ", 1.372 4.87 " -' 127 " 8197.3.053- 1.009 0.857 .12789 3. 190 ` 7226 9037 4.004 12.789 " "3.053 112.70.11124 4.07 • 4.731 17838 1.652 3.5 75 0.787 �, -8 8005253 10003162.43' 0.0451 0.627 2.13 8.025 1.805 3.577 0.168 0.518 8.025 1 .414 27.94 802 5.292 0.425 3.404 -0.836 3.709 0.949 10003162 -54 0.0566 0.783 2.66 9.950 1.990 3.565 0204 0.511 9.950 1.990 39.32 1593 5.000 9.950 1.712 5126 1593 5332 0.836 4.160 -0.827 3.696 0.950 10003162.68 0.0713 0.978 3.33 12.325 2.465 3.550 0246 0.502 12.325 2.465 56.20 3209 5.000 12.325 2.465 73.80 3209 5.000 1.658 5.060 -0.817 3.677 0.951 10005162.97 0.1017 1.372 4.67 16.967 3293 3.516 0320 0.483 16.967 3393 81.43 9037 5.000 16.967 3293 12037 9461 5.000 4.731 6.708 -0.795 3.637 0.952 1000820043'' ` 0.679 229 - 2.085 - ;1.1117 3.676 0.909 0.677 . 9285 `1 0 "'3123 ;802 ' 5319 , ;> ' "> . ' `456 ; 6.1 162 814 'f0 .919 7 10305205-54 0.0566 0.839 .266 11278 2256 3.666 0.378 0.671 11278 2266 , 44.57 9593 , 5.000 11278 1.805 ;34.04 1593 6.478 0.896 3.595 " 1.153 3.01 0.913 1000320097 0 017 1.474„ 5.02 19.336 3.86 .3.622 0.609.0.843 1 9336. . 3.867 , 89.92, 9037 ;5.000 .1 . 336 _3.@87 f2.15 3.4 133.42 33.41.,; 946 5.000 5.037 5 :782 5.082 12.460 .2.46'0. 1 -1.142 9.845 1.130 A.845, 0.915 A915 1003325043' 0.0451 0.717 2.44 10.203 2.041 3.771 0.531 0.860 10.203 1.617 31.95 802 5.508 0.486 10.404 -1.535 4.161 0.864 1000525054 0.0566 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.677 2277 44.99 1593 5213 12.660 1.879 5626 1593 5.635 0.957 12.805 -1.525 4.148 0.865 1000325068 0.0713 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.054 0024 3209 5.060 15.751 2.670 79.94 3209 5.317 1299 15.726 -1.514 4.130 0.866 10006250-97 0.1017 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21827 4.356 98.40 9037 5.004 21.827 4.181 140.63 9461 5.082 5.433 21268 -1.491 4.093 0.867 12036162 -54' 0.0566 0.896 3.05 15.730 2222 4190 0212 0.486 15.730 2234 46.11 1321 6.311 15.730 2.024 2080 1321 6.695 0.957 8293 -0344 4283 0.970 : 12005162.68 0.0713 1.121. 3.81 19518 8.253 4.173 0255 0477 19518 3.253 6428 2658 8.000 19118 2.953 ::88.41 2658 6257 1899.7666 -0.734 4.264 ,0.970 12003162 -97 0.1017 532 26.966 4494 0.331;:0.469 26,96.4494 107.85..7814_.6.000.26.958 4.494 6.000:5.433 „1.0.187.07 12035200.54' 0.0566 0.953 3.24 17.662 2.944 4.306 0393 0.643 17.662 2.658 5252 1321 6281 17.662 2.143 64.17 1321 6.836 1.017 11.462 -1.047 4.478 0.945 1200S200-68 0.0713 1.192 4.06 21.947 3.658 4.291 0 .479 0.634 21.947 3.658 8140 2658 8.000 21.947 3.265 97.75 2658 8.300 2.020 14.038 -1.036 4.459 0.946 12008200.97 0.1017 1.677 5.71 30.417 5.069 4258 0.635 0.615 30.417 5.069 117 .87 7814 6.000 30.417 5.069 174.89 7814 6.000 5.783 18.876 -1.014 4.420 0.947 1200325054' 0.0566 :" 1209 "3.43 19.681 3280.'4.410 0.883. `0.823 19.681W 2.679' 52.94 1321 '.9521' 19.661 '2 38 67.01 '1321'" 8.905 .1278 19354 1395 4.704 0.912" 12005253-68 0.0713 .` 1263 4.30 24.484' 4.081 4.402 0.836 0.813 .24.484 3.963 .76.91 2656 6.065 24.484 3.147 ,9422 2658 6.643 2.141. 23.796 -1 4.886 0.913 '12=250-97 " 0.1017 1,779 2.05 94,016 ; 5.689 4373 1.421 0.794 34.016 5.658 127.80 , 7814'6.004 34 .016 6.446 183.15 7814 6.088 '6.134 - .93.260 - 12614..848 2.914 Section Properties 8 Structural (S) Stud Section Properties ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. SSMA RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Built -up Box Beam at Entry Maximum Length= Maximum Moment =w x L Built -Up Section 2 - 800S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 800S162 -54 used in design of box beam I (net) = 11.443 in Deflection M Max = Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: 9ft 108 in = 810 ft-lb 9,720 in - lb Moment of Box Beam Ma 22,782 in -lb (Prop86) M 83,680 in -lb (SSMA Catalog) 9,720 in -lb <Ma= 22,782 in -lb CHECK OK! A = 5wL _ 0.01 in 384E1 A = 2 4 0 0.45 in DEFLECTION OK! 10/3/2007 6 Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 8.000 in. (abar) = 7.943 in. (a ) = 7.717 in. Flanges (B' ) = 1.625, 1.625 in. (bbar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (char) = 0.472 in. (c ) = 0.359 in. Radius OR ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Area Gross = 1.339 inA2 Ix Gross = 11.474 inA4 Ix Net = 11.443 inA4 Iy Gross = 2.475 inA4 Iy Net = 2.060 inA4 Bw ro = 0.000 in. = - 0.7713 inA5 = 3.228 in. Ixx /Iyy Required = 0.000/ 0.000 inA4 Overall Nominal Failure Load = 27,862 lb Nominal Y -Axis Moment Capacity = 49,476 in -lbs Nominal Cap. (Web in Tension) = 49,476 in -lbs Iyy Effective at Comp. Yield = 1.058 inA4 Min Nominal X -Axis Moment Capacity = 138,891 in -lbs Ixx Effective at Comp. Yield = 11.290 inA4 Allow. Load Considering Lat. Load (Comp /Tension Allowable Shear Load on Unreinforced Web = Allowable End One - Flange Loading Reaction = Ixx for Deflection Determination = 11.474 in "4 Iyy for Deflection Determination = 1.058 in "4 PROP86, Version 5.00 - RMJ I ASSOCIATES Punchout = 1.500 in. Spacing = 24.000 in. Type = CONFORMING Thickness = 0.0566 in. h/t Web = 136.3 wit Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS q -bar -o = 0.000 ksi (MOSS / NET SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS Area Net = 1.169 inA2 Sx Gross = 2.869 inA3 Sx Net = 2.861 inA3 Sy Gross = 1.523 in "3 Sy Net = 1.268 inA3 J = 6.802062 inA4 Bf = 1.3681 inA5 Beta = 1.000 • Cmy = 1.000 Ey = 0.000 in. =AMBLE LOADS ELI = 144.00 in. ELY = 48.00 in. ELT = 48.00 in. ELz = 144.00 in. Gamma = 0.000 in. /in. Rx Gross = 2.927 in. Rx Net = 3.128 in. Ry Gross = 1.360 in. Ry Net = 1.327 in. Overall Allowable Aiial Load = 15,479 lbs. Allowable X -Aria Moment Capacity = 83,168 in -lbs Six Effective at Comp. Yield = 2.796 inA3 10 = 0.000 in. Cw = 2.9258 in "6 B1 = 1.0353 inA5 j = 0.3297 in. Allowable Y -Axis Moment Capacity = 29,626 in -lbs Allowable Cap. (Web in Tension) = 29,626 in -lbs Syy Effective at Camp. Yield = 0.990 in "3 Min. - at Current Stress Level in Section of - at Maximum Stress Level in Section of Fastener Spacing = 16.00 in. 11,560 psi 50,000 psi 8005162 -54 E = 29,500 ksi G = 11,300 ksi Ex = 0.000 in. Printed On 10 -03 -2007 at 09:56:05 Fy = 50.000 ksi Fya -AXIAL = 50.000 ksi Fya -BEND = 50.000 ksi Fu = 65.000 ksi Fu /Fy = 1.300 x -bar = 1.625 in. y -bar = 4.000 in. (BOXED Configuration) Lateral Loads (X /Y) = 0.00/ 0.00 psf Omega = 1.80 Omega = 1.67 Omega = 1.67 = 15,479/ 35,007 lbs. Lat. Load Moments (X /Y) = 0/ 0 in-lbs 3,184 lbs. > Actual Shear Load = 0 lbs. 1,263 lbs. > Actual End Reaction = 0 lbs. Page 1 of 1 - 'S8Ch0� ... , ' {ift 2503137.33 0.0346 2505137.43 0.0451 2505137 -54 0.0566 2505137.88 0.0713 -' `' 1 6233 7 14346 ' 7r � 505162 54 13.0566 ` r 162-68 0.0713 4 � 0.197 0.67 0.255 0.87 0.316 1.07 0.390 1.33 `0223 "11.76 "` 0358 22: 0.443 151 ' I }` .. 1 9 ., JY 0.203 0.163 1.015 0.052 0.515 0.261 0.208 1.010 0.067 0.511 0.318 0.255 1.004 0.080 0.504 0.386 0.309 0.994 0.095 0.495 0.235 :11.188 1.027'" 7 ;b.624" ; 0370 0296 126 0 !35 ;0 0.450 0 0.360 1007 0 -162 0.605 : E . ` .situ {� I, (.I ": 0.203 0.156 3.09 1040 1272 0.261 0.205 4.53 1350 1.260 0.318 0255 5.76 1656 1250 0.386 0.309 7.19 2017 1250 "0.235 1:1810 " 1000 "1.274 0 0 0256 6.57 1656 :1 2 50 0.450 0 296 6.57 1656 1250 x50 c,(", `4ila '" 4 :' 1 { 4 ,,.d 0.318 0244 822 2510 1274 0.386 0.308 10._65 3057 1251 "r 0.370 0287 12.10 305 12 0.050 0357 1.214 3057 1255 ., may, ' i 0.079 0.075 -1.170 1.633 0.486 0.173 0.094 -1.158 1.620 0.489 0.337 0.113 -1.150 1.608 0.488 0.661 0.134 -1.142 1.593 0.486 0.069' 0.44 1.561 1.923 4 ' 0198 1 ,898 1]39 2 219 1 .489 0.383 0212 - 1,474 1.885 - -0.381" 0752 :0262 � 474 1.685 76.389 3505162.33 0.0346 350S162 -43 0.0451 350S162 -54 0.0566 3503162-88 0.0713 137-03 0.0346 137-43 00451 h . 137-54 00566 _ ..... 137. . .!,071.3.....0.474.....x«60., 3625162.33 0.0346 362S162 -43 0.0451 3625162 -54 0.0566 3625162.68 0.0713 - : - : 200.33 ' 0.0346 ,' 13.0451 TC w • A ' ,X02566. '.0.479 3E23200438 - 0.0713 ' 4005137.33 0.0346 400S137 -43 0.0451 400S137 -54 0.0566 4005137.68 0.0713 4005162.33 0.0346 4005162.43 0.0451 4005162.54 0.0566 `. 4045162.68 : ... :0350 4005200.33 0.0346 4005200 -43 0.0451 4005200.54 0.0566 4005200.68 0.0713 a y... 550516233 , .00346 , 5545162 -43 ', 0.0451 162.54 0.0566; 162.68 1 00713 % 6003137 -33 0.0346 6005137.43 0.0451 600S137 -54 0.0566 6005137 -88 0.0713 6005137.97 0.1017 ,. , p- 162.33 " "t1.0346' ` ` '., v- 162.43 00451. ' 162.54 • 0.0566 ' • I t 162-66 ' 0,0713 ' • II 1 6297. 0.18174,. 6003200.33 0.0346 6005200 -43 0.0451 600S200-54 0.0566. 6003200.68 0.0713 6005200.97 0.1017 14�- 0:445i < u. .,. 54 0.0566 •.“ 250.87 - ';01017 0.258 0.88 0.508 0290 1.404 0.098 0.617 0.334 1.14 0654 0.374 1.400 0.125 0.612 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.515 1.75 0.985 0.563. 1.383 0.184 0.597 0.236 0.80: 0479 02642 3 1.424 0259 0.501 0.306 104 ,0616 22407, 1.419 0.075 0,497 0279 s 129 0.756 94'!7' .411 0 _.0.509 1.01 .0109, 0.480,,:P.92?,A 0262 0.89 0.551 0.304 1.450 0.185 0.816 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.422 1.44 0373 0.481 1.438 0.154 0.604 0.524 1.78 1.069 0.590 1.429 0.186 0.596 0.297 1.01 1':47811"177 0'172 0;385 ' 1.31 0,836 .0.461 1.474 0.227 0.767 - 1.63 1630 - 0.568 1.467- 0277 ° 0.595. 2.02 1265 0.698 , 1.458 0337 0.753 0249 0.85 0.603 0.301 1.556 0.061 0.496 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.497 1.69 1.165 0.582 1.531 0.112 0.475 0275 "0.94 0.692 . ` 0.846 1.586 0.103 `0.611 0.357 121 ' 0.892 . : 0.446: 1.581 0. 131 0.806 0,443 151' 1.096 0.549 '1.574 0.153 0.600 127., 1346. 0.192:..0091.: 0310 1.05 0.812 0.406 1.619 0.183 0.769 0.402 1.37 1.047 0.524 1.615 0.235 0.764 0.500 1.70 1.292 0.646 1.608 0287 0.758 0.622 2.12 1.589 0.795 1.599 0.349 0.750 - _ 0.327 111`:; 1.458 :0:530, 2112 0113 ~ '0.589 0.424 144 ' 1683 6685 2107 0145 .0.584 0,528 1.80 ,; 2.324 = 0;845, 7.098: 11176 _ 0.577 ;. 0.657 2.24 2261 , .1.040` 2.08fi`,0212 1 *:0.566 0.318 1.08 1.582 0.527 2.229 0.069 0.464 0.413 1.41 2.042 0.681 2223 0.087 0.459 0.514 1.75 2518 0.839 2213 0.105 0.452 0.640 2.18 3.094 1.031 2.200 0.125 0.443 0.889 3.03 4.188 1396 2.170 0.159 0.422 0344 '1.f7 'T.793" '11.298 0116 `he1 , 0.447 152 . 2.316 0.772' 2276 0148 :0576 , 0.556 1.89 .:: 2360 0.953: 2267 10180 0.570". :0.693 2.36 " 3525: ' 1.17E; '2255,' 0218 2265...„2.29: > 767_ }. 5,99,. ,..,6 41.r 0.508 0279 5.50 1046 1.779 0.654 0.372 8.08 1777 1.755 0.804 0.460 1020 2403 1.750 0.985 0.563 12.83 2959 1.750 0.479 0254 5.02 1039 1.842 0.616 0.334 738 '1777'1.826 0.756 0.417 - 9.43 2497 1312 .S,1.57.,0578:..1:1118....0.488,..0.885 0.551 0.292 5.77 1039 1.843 0.710 0389 8.46 1777 1.818 0.873 0.481 1029 2497 1.812 1.069 0.590 13.44 3076 1.812 0.643 0:$18 "6 1 0 3 9 "1:898 0636 0.448 8.85 1777 1.834 1.030 :0.5681236 2497 .1.812. 1.265 0.698 1554 3076 1.812 0.603 0290 5.74 936 2.031 0.776 0.382 8.43 1777 2.014 0.953 0.477 10.78 2777 2.000 1.165 0.582 13.58 3429 2.000 '0692 0.332 657 936 2.032 0.892 0A43 9.63 1777 2.006 -1.098 0.549 12.18 2717 2.000 1646,0.673,_15348429_2. 000 0.805 0.362 7.16 936 2.091 1.047 0.509 10.06 1777 2.023 1292 0.646 14.06 2777 2.000 1.589 0.795 17.68 3429 2.000 1.055 0,512.10.11 670,2.787 1.883 0,681 14.79 1467 , 2.757 2324 0.845 18.76 2799 :.2.750 2.861 1.040,2332 4442 `2.750 1.582 0.510 10.07 612 3.039 2.042 0.670 14.80 1358 3.018 2.518 0.839 18.98 2708 3.000 3.094 1.031 2405 4442 3.000 4.188 1.396 34.48 7372 3.000 "fi 793 4.5111E41 612 2316. 2.767 1528 1358 "3007 2.860 0.953 21.17 2708 3.000 3.525 1.175 4442 ` 3.000 4797,11 770 ..3;4on. 2.059 0.617 1220 612 3.135 2.683 0.873 1724 1358 3.028 3.319 1.106 24.07 2706 3.000 4.101 1.367 30.42 4442 3.000 5.812 1.871 43 .49 7372 3.000 ' ,918"`38:14"' ``.: $4 3.819, 1159,22.0 2706 3:115 4727 4522 48807372 0.804 0.447 13.37 3446 1.773 0.985 0.557 18.89 4483 1.758 0756, 0.400 13.47 3446 1.844 ,.,17.x., 4661 .�1. 14_0.797 0.873 0.468 14.00 3446 1.836 1069 0.584 19.89 4661 1820 1.030 0.509 1525 3446 1298 1265 '0.673 22.34 4661 1.844 0.953 0.457 15.40 3446 2.034 1.165 0.581 20.10 5196 2.002 1.098 0.533 1526 3448 2.026 _1.348 5186 2.000 1292 0.580 17.36 3446 2.091 1.589 0.766 25.41 5196 2.035 ' 2224 0.821 2967 2.782 2.861'' 1.031;34.94 5468 2.761 2.518 0.809 2723 2708 3.042 3.094 1.029 35.60 5468 3.002 4188 1396 50.80 11124 3 ■000 ,1 ` .21160 0.927 27.76.2708.;3,034 3525 1.164'39.46 5465'3.011 A';s. 4 ,66,73 u12.4 3.319 1.002 30.01 2708 3.117 4.101 1.317 43.71 5468 3.047 5.612 1271 8453 1 1124 3000 "<. K Y 3760 ,1.066 3200 4706 3.267 6.496;'2.063 139.38 11124 3262 0.103 0273 -1.351 2.044 0.563 0227 0.345 -1.339 2.031 0.565 0.443 0.418 -1.331 2.019 0.566 0.872 0.503 -1.321 2.004 0.565 0.094 2,182 -1026 1.826 z ,0.684 0207 2204 -1015 1.814 0.587' 0405.1246 4.006 1.801 0 "•-' .-. 0 „a0 < 95 1764 .6 0.105 0293 -1335 2.065 0.562 0.230 0.371 - 1.323 2.052 0.585 0.451 0.449 -1.314 2.040 0.585 0.887 0.540 -1.305 2.024 0.585 0 . 1 1 8 0251- -1.756 2.019'0.472 0 .511 ;0.884 7.750 2.407 - :0.471 1008:1 .070 " -1.741 2.393 , 0.470 0.099 0.200 -0.937 1.908 0.732 0219 0.253 -0.976 1.897 0.735 0.428 0.305 -0.967 1.884 0.737 0.842 0.365 -0.956 1.866 0.738 0.110'0.358 - 1288.2.133 '0.635 0242 0.453 ;1276 2.121 0.638 0.473 ' 0.550 -1268 2.108 ' 0.838 0.933 0.663 `:1258..2,092 0.124 0.689 -1.715 2.481 0.522 0.272 0.876 -1.703 2.468 0.524 0.534 1.068 -1.695 2.456 0.524 1.054 1.295 -1.686 2.441 0.523 0.130 0704 1134 24682.789 0.268 ;6.894 -1.423 2.456 :2..791 0564 ,1.086 -1.114 2.445 :0.792 1.114 : 1.316 _- 1.103.2.427 1/793 0.127 0.493 -0.823 2.421 0.884 0.280 0.625 -0.813 2.411 0.886 0.549 0.757 -0.804 2.398 0.888 1.084 0.911 -0.793 2.380 0.889 3.066 1.179 -0.770 2.341 0.892 0137' 1.851 '74001 2.623' 0303'1.082 1 1 2.585 2.825 4594' 1.318 -1 ,2372 0.826 1174 - 1393 1. 2.554 0 . a.� ..4419. 0.151 1.677 -1.479 2.866 0.734 0.334 2.012 -1.468 2255 0.736 0.655 2.461 -1.459 2.842 0.737 1295 2.997 -1.448 2.826 0.737 3.679 3.981 -1.427 2.791 0.739 0.064 1 4'193 647) 0.715 0 4183 2.60 4030''0.798 4:657 3,130: 7 " 0.379 1.29 0.492 1.87 .0613 229 0.764 2.60 1.067 3.63 i 3 0.670 X 228. , '3.98 , 2.075 0.692 2.340 0.209 0.743 2.683 0.894 2.335 0268 0.739 3319 1.106 2327 0.325 0.732 4.101 1367 2316 0.400 0.723 5612 1.871 2293 0.530 0.705 3.082 "{:027X96 " 8 3. 3.819 1.273 1 2'348 " 0.562 2.917 OM , 6.496.-2.165 .2.357. � "0.889 Section Properties Structural (S) Stud Section Properties ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 7 RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Lateral Loads on Interior Storefront Seismic loads on storefront shall be based on maximum of: In some cases, a conservative load, based on a higher seimic force may be used. Max storefront height = Maximum Wind Pressure= 5 psf per ASCE 7 = 35.0 plf OR Use (0= Use (0= 14.0 ft Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: 10/3/2007 9 ASCE 7 Section 9.14.5.1, 5 psf OR Seismic load based on ASCE 7 code section 9.6.1.3 W= 25.4 plf (See following sheet for determination of seismic loads) 25.4 plf for seismic loads perpendicular to storefront. 25.4 plf for loads loads parallel to storefront. ap 1.0 Rp 2.5 1p 1.0 SDS= 1.0 SMS= 1.48 S 1.48 Fe 1.00 z= 1.0 h= 1.0 RMJ Sephora 103 Linden Avenue Southcenter Mall South San Francisco, CA 94080 Seattle, WA 98118 (650) 871 -2282 Job No. 07157 Date: 10/3/2007 Fax: 871 -2459 By: MAS Page: It Lateral Force on Elements Fp= ( 0. 4 *a *S /(R *(1 +2 *(zJh)) *Wp Fp shall not be less than 0.3S and need not be greater than 1.6S Fp= 0.3 *SDS *I *Wa Fp= 1.6 *C *i Fp= W Fp= 0.296 W 120 plf 25.4 plf 0.474 W 0.30 W (min) 1.61 W (max) RM J 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Storefront Length = Number of Full Height Columns = Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: Full Height Built -up Box Columns (resists loads parallel to storefront occur only at exterior entry) Maximum Height= 18 ft 216 in (strong axis) Height of Box Beam= 10.5 ft 126 in (weak axis) Pmax 60 plf x 16 ft/2 Pmax Pm 480 480 lbs 46 ft 6 Vmaz 25.4 plf x 46 ft / 6 195 lbs = 10,212 in-lbs lbs <P8 3,110 lbs MMax= 10,212 in -lb <Ma 36,856 in -lb 10/3/2007 11 V P M 194.5 lbs x 10.5 ft x 7.5 ft / 18 ft Use 6 full height columns w/2- 362S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 362S162 -54 Properties used in design of box column. See following sheet for PROP 86 print -out. Check OK Check OK Copyright (C) - SURE -TIE, INC. - 1992 -98, 111 Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. (abar) = 3.568 in. (a ) = 3.342 in. Flanges (B' ) = 1.625, 1.625 in. (bbar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (cbar) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS Deflection = L /120 Cmx = 1.000 Area Gross = 0.844 in "2 Ix Gross = 1.746 inA4 Ix Net = 1.714 inA4 Iy Gross = 1.257 inA4 Iy Net = 0.853 inA4 Bw ro = 0.000 in. _ - 0.1353 inA5 = 1.886 in. Ixx /Iyy Required = 0.000/ 0.000 inA4 J Bf Beta Overall Nominal Failure Load = 7,631 lbs. Nominal Y -Axis Moment Capacity = 25,291 din - lbs Nominal Cap. (Web in Tension) = 25,291 in -lbs Iyy Effective at Comp. Yield = 0.769 in A4 Min. Nominal X -Axis Moment Capacity = 46,162 in -lbs In Effective at Comp. Yield = 1.718 inA4 Allowable Shear Load on Unreinforced Web = Allowable End One- Flange Loading Reaction = PROP86, Version 5.00 - RMJ 4 ASSOCIATES Mahout = 1.500 in. Spacing = 24.000 in. Type =CONFORMING Thickness = 0.0566 in. hit Web = 59.0 wit Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Area Net '= 0.674'in "2 Sx Gross = 0.963 inA3 Sr Net = 0.946 inA3 Sy Gross = 0.774 in "3 Sy Net = 0.525 inA3 Cmy =1.000 = 2.285370 in "4 = 0.1900 inA5 = 1.000 ALIMABLE LOADS ELX = 216.00 in. ELY= 126.00 in. ELT = 126.00 in. ALB = 216.00 in. Ey = 0.000 in. GROSS / NET SECTION PROPERTIES'BASED ON 1996 AISI SPECIFICATIONS Ry Gross = 1.221 in. Ry Net = 1.125 in. Overall Allowable Axial Load = 4,240 lbs. Allowable Y -Axis Moment Capacity Allowable Cap. (Web in Tension) Syy Effective at Comp. Yield = 20,192 in -lbs = 20,192 in -lbs = 0.506 inA3 Min. Allowable X -Axis Moment Capacity = 36,856 in -lbs Sxx Effective at Camp. Yield = 0.936 inA3 3,754 lbs. > Actual Shear Load = 0 lbs. 1,503 lbs. > Actual End Reaction = 0 lbs. lxx for Deflection Determination = 1.746 inA4 - at Current Stress Level in Section of 14,289 psi Iyy for Deflection Determination = 0:769 inA4 - at Stress Level in Section of 50,000 psi 13625162 -54I, Fy = 50.000 ksi Fya -AXIAL = 50.000 ksi Fya -BEND = 50.000 ksi Fu = 65.000 ksi Fu /Fy = 1.300 E = 29,500 ksi G = 11,300 ksi Fastener Spacing = 12.00 in. Ex = 0.000 in. (BOXED Configuration) Rx Gross = 1.438 in. x -bar = 1.625 in. Rx Net = 1.595 in. y -bar = 1.813 in. so = 0.000 in. Cw = 0.7166 in "6 B1 = 0.2005 inA5 j = 0.1015 in. Lateral Loads (X/Y) = 0.00/ 0.00 psf Omega = 1.80 Omega = 1.25 Omega = 1.25 Allow. Load Considering Lat. Load (Camp /Tension) = •3,110/ 19,451 lbs. Let. Load Moments (X /Y) = 10,212/ 0 in -lbs Printed On 10 -03 -2007 at 09:13:36 Page 1 of 1 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Diagonal Braces Used to resist loads perpendicular to the storefront. P= 0 = max Attachment above Height = Bott. Of Diag Brace = 13.5 Use 362S162 -33 BRACE at 4' -0" o.c. Good for 25.4 45 143.7 18.0 = 76.4 in pif x 4'- 0 "o.c. degrees lbs ft ft Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: diagonal brace 'brace= (roof height -diag. brace bolt. height) /sin 0 = 6.4 ft . . 4 Length of brace based on angle and difference in height between roof and connection to section 1,360 lbs (See following Prop 86 print -out) Pmax 143.7 <P 1,360 lbs 10/3/2007 13 Attachment Height bolt of diag. brace Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. (abar) = 3.590 in. (a ) = 3.431 in. Flanges (B' ) = 1.625, 1.625 in. (bbar) = 1.590, 1.590 in. (b ) = 1.431, 1.431 in. Lip (C' ) = 0.500 in. (cbar) = 0.483 _in. (c ) = 0.403.in. Radius (R ) = 0.0625 in. (r ) = 0.0798 in. (u ) = 0.1253 in. WALLBOARD PARAMETERS : Stud Spacing = 24.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L /120 Cmx = 1.000 Area Gross = 0.263 in "2 Ix Gross = 0.554 in "4 Ix Net = 0.544 inA4 Iy Gross = 0.100 in "4 Iy Net = 0.082 inA4 Bw ro = 0.789 in. _ - 0.0870 inA5 = 2.050 in. In/Iyy Required = 0.000/ 0.000 inA4 Overall Nominal Failure Load = Nominal Y -Axis Moment Capacity = Nominal Cap. (Web in Tension) = Iyy Effective at Comp. Yield = Nominal X -Axis Moment Capacity = lxx Effective at Comp. Yield = q- bar -o = 0.000 ksi Allowable Shear Load on Unreinforced Web = Allowable End One - Flange Loading Reaction = Ixx for Deflection Determination = 0 :554 inA4 Iyy for Deflection Determination = 0.070 id "4 PROP86, Version 5.00 - RMJ i ASSOCIATES Punchout = 1.500 in. Spacing = 24.000 in. Type = CONFaRMING Thickness = 0.0346 in. h/t Web = 99.2 w /t. Flanges = 41.4, 41.4 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS Cmy = 1.000 XLX = 76.40 in. II/ = 76.40 in. ILT = 76.40 in. 1Q,B = 76.40 in. Gamma = 0.000 in. /in. Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS Area Net '= 0:211 `in "2 Sx Gross = 0.306 inA3 Sx Net = 0.300 inA3 Sy Gross = 0.090 inA3 Sy Net = 0.075 inA3 J Bf Beta 2,448 lbs. 2,654.in =lbs ... 2,835 in -lbs 0.070 in Min. 7,273 in -lbs 0.542 in "4 = 0.000105 inA4 = 0.1188 inA5 = 0.592 ALLOCABLE LOADS Rx Gross = 1.452 in. x -bar = 0.521 in. Rx Net = 1.606 in. Ry Gross = 0.616 in. y- bar = 1.813 in. Ry Net = 0.625 in. xo = -1.309 in. 131 = 0.1279 inA5 Overall Allowable Axial Load = 1,360 lbs. Allowable 1-Axis Moment Capacity = 2,119 in -lbs Allowable Cap. (Web in Tension) = 2,264 in -lbs Syy Effective at Comp. Yield = 0.080 in "3 Min. Allowable X -Axis Moment Capacity = 5,807 in -lbs Sxx Effective at Comp. Yield = 0.295 inA3 562 lbs. > Actual Shear Load = 0 lbs. 221 lbs. > Actual End Reaction = 0 lbs. - at Current Stress Level in Section of 5,172 psi - at Maximum Stress Level in Section of 33,000 psi 13625162 -33 f �` Fy = 33.000 ksi Fya -AXIAL = 33.000 ksi Fya -BEND = 33.000 ksi Fu = 45.000 ksi Fu /Fy = 1.364 E = 29,500 ksi G = 11,300 ksi Fastener Spacing = 7.00 in. Printed On 10 -03 -2007 at 09:14:55 Cw = 0.3050 inA6 j = 2.1086 in. Lateral Loads (X /Y) = 0.00/ 0.00 psf Omega = 1.80 Omega = 1.25 Omega = 1.25 Allow. Load Considering Lat. Load (Comp /Tension).= 1,360/ 5,560 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Page 1 of 1 03 -05 -2008 TIM SCHENK 1120 E 80 ST, STE 211 BLOOMINGTON MN 55420 RE: Permit Application No. M07 -220 616 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/12/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/09/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/09/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ifer Marshall Pe 't Technician xc: Permit File No. M07 -220 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 29, 2007 Tim Schenk 1120 E 80 St, Ste 211 Bloomington, MN 55420 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -220 Sephora— xxx Southcenter Mall Dear Mr. Schenk, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, enc shall ician xc: File No. M07 -220 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Perm t Center\Correction Letters \2007 N07 -220 Correction Ltr #1.DOC jem Nome 111.10 Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 Building Division Review Memo Date: October 26, 2007 Project Name: Sephora Permit #: M07 -220 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Where the common supply and return air system are shown located in the ceiling plenum for this tenant space, a designed smoke detection system shall be required to be shown or identified on the plans. The smoke detection system shall be coordinated with the landlord air supply system. Provide a smoke detection design with specifications for the VAV boxes sharing the same plenum. Specifications shall include details that identify which method of smoke detection and coordinated with the landlord supply air system. (2006 IMC 606.2.1, 606.2.2 with Exceptions 1, 2, or 3.) 2. The detail sheet M1.0 shows key reference numbers to key notes 14, 15, & 16. Please provide those key notes or remove the key references. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: M07 -220 DATE: 04 -10 -08 PROJECT NAME: SEPHORA SITE ADDRESS: 616 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued DEPARTMENTS: 0 �• ■ ui ng a • isiofi Public Works ❑ Complete Comments: TUESITHURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY`` PLAN REVIEW /ROUTING SLIP '4, Lk Fire Prevention ft Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 04-15-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05 -13-08 x Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M07 -220 DATE: 11 -16 -07 PROJECT NAME: SEPHORA (fb SITE ADDRESS: '.0 SOUTHCENTER MALL, STE 1120 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: > 1 V 1 Bui � 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: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 "PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ ❑ Permit Coordinator DUE DATE: 11 -20-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 12-18-07 Approved ❑ Approved with Conditions Fi Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Planning Division C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M07 -220 DATE: 10 -12 -07 PROJECT NAME: SEPHORA SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: . Amr�m.o�rk 1 * ubliingDiVislon Public Works PLAN REVIEW /ROUTING SLIP C Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fl Incomplete n Comments: 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 REVIEWER'S INITIALS: �RMIT WORD COPY A . ,jo . iL . 1' ( Fire Prevention Planning Division n ❑ Permit Coordinator ❑ DUE DATE: 10-1607 Not Applicable ❑ No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11-1 3-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS t 4 - t0 - 08 fi 1/ Summary of Revision: Summary of Revision: „; sz, vA V c owl itAs , I4L4; cv w¢s-- ,,,: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS t 4 - t0 - 08 fi 1/ �N Summary of Revision: „; sz, vA V c owl itAs , I4L4; cv w¢s-- ,,,: (( C.ov4.e !CL€(Lt-t, .o r "C.” clir Atvacc Cs T►+vs :1 Ks ' hock- of dot. Received by: ,AA, ke L vH....'.. c r 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: Sep6roc, SITE ADDRESS: i t( So,,Akcew(e✓- ) ii REVISION LOG PERMIT NO: - ORIGINAL ISSUE DATE: 3_ ( D-O S (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 4 - r -0S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Q Revision # f I after Permit is Issued Q ' Revision requested by a City Building Inspector or Plans Examiner Project Name: SE P I-L O(.A . Project Address: 6i 6 504114 C. ka re etairuiewitai , S t ee' Contact Person: 1 IM Set-LG-4 V Phone Number: I - 1 600• Sy •08t1 Summary of Revision: Z ) 6I Cld C F 47.14106 S I'cl Rev_ r(E ( ACCA1VSCI(AL C%eLtr c . (t6-Nt►Seo \/AY COrtran S to ae - rrr,t' -tr Pen. ric LA ,-.1r) LOAM corn tn rS _ 0.0 1SW Ala. 0E11c R) si4ov1 T 4 9 Cr AP- �c R: ( Tlrv w in YSC irc Qr4ck aY Sane . Sheet Number(s): 0. 1 pi 3. "Cloud" or highlight all areas of revision including datof revis' n Received at the City of Tukwila Permit Center by: ®/ in Permits Plus on 1 .(_tO --0 9 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan ChecWPermit Number: (t 0 — 2.2.0 . 1120 RECEIVED ONVEIFTUKWIIA APR 10 2008 N'rEk REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ((• l`F•cr) 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 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sephora Project Address: xxx Southcenter Mall Contact Person: 'VAN $ C/ - Summary of Revision: Plan Check/Permit Number: MO7 -220 m Pre- Gu i cat»m t5 s rnot =. rr� cxtA5 vw.eve Arwea swal AO- f 1- AI t,! Ol' i4LL NOW (l a xE s . A -g) GOOt O r4Ct re i t kg 400e O mar euzci. Sheet Number(s): P11.0 4 - I • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED C1TY OF TUKWILq NOV 16 2007i i EP Phone Number: i• ii4x•Sci)• OFt) License Information License SCHEICG958N2 Licensee Name SCHEINER COMMERCIAL GROUP INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602521371 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 18965 BASE CAMP RD STE Al Address 2 City MONUMENT County OUT OF STATE State CO Zip 80132 Phone 7194871600 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/22/2005 Expiration Date 8/22/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SCHEINER, JOSPEH R PRESIDENT 08/22/2005 SCHEINER, JEFF TREASURER 08/22/2005 SCHEINER, KELLEY L VICE PRESIDENT 08/22/2005 �,.,.,.. ,. » ...,..... ....... ............ V. 1 1.4.1•1.0•1/1 . ..b., . %FS .. Washington State Department of Labor and Industries General/Specialty 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date WESTERN SURETY Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SCHEICG958N2 03/10/2008 HVAC SYMBOLS (NOT ALL SYMBOLS USED) HVAC SYMBOLS (NOT ALL SYMBOLS USED) SYMBOL DESCRIPTION DUCTWORK SYMBOL DESCRIPTION WPK 4IBD BACKDRAFT DAMPER PPM SUPPLY DUCT – UP Lim SUPPLY DUCT – DOWN �-^ RETURN DUCT -- UP �--- -- RETURN DUCT – DOWN O UNEAR AIR DEVICE (supply or return) —FED -1-751) SD FIRE DAMPER SMOKE DAMPER COMBINATION FIRE /SMOKE DAMPER ELBOW TURNING VANES Q SUPPLY DIFFUSER REVISION RL MW /2\ MI RETURN GRILLE TV El MOTORIZED DAMPER WPK 0 PRESSURE SENSOR 02 -01-08 I EXHAUST FAN TEMPERATURE SENSOR , 1 \ 7i° 79 "� VAV BOX (SINGE DUCT) , 0 HUMIDITY SENSOR 1 I fr: l VAV BOX (DUAL DUCT) , FLOW STATION I ACCESS DOOR 1 — 4 — DUCT TRANSITION 0 THERMOSTAT /TEMP. SENSOR 0 HUMIDISTAT o SENSOR DUCT MOUNTED SMOKE 0 DETECTOR CONNECT TO EXISTING UMITS OF DEMOLITION . •\ \\ \ DUCT CAP F DUCT, OPEN END C 0— IIII DUCT DROP, ROUND DUCT RISE, ROUND DUCT. FLEXIBLE CONNECTION BALANCE DAMPER S\\ ■S EXISTING DUCT TO BE REMOVED S S EXISTING DUCT TO REMAIN CLIENT /PRELIM. LL REVIEW S S NEW DUCT S S EXISTING DUCT TO BE RELOCATED \ \ \ \\ \ \ \ S S A\ \ 04 -03-08 REVISION JAH WPK / \ 03 -27 -08 REVISION JAH WPK Q 03 -19 -08 REVISION RL MW /2\ 03 -14 -08 REVISION JAH WPK 02 -01-08 ISSUE FOR BID JAH WPK , 1 \ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK /\ DATE ISSUE DESCRIPTION BY CHECK 5 EX. LANDL TOILET EX DUCT (REL LmB EXISTING LANDLORD DUCT L LORD TOILET EXHAUST DUCT n G (24x24) 435 14/14 PrlifflYA IN F (12/12) VAV -1 2 3 4 12 "o 10"0 OfIlqD 26/16 11111111111111111MINSM .1111 22/16 A (16/16) 500 A (16/16) 500 A 16 16 50 (16/16) 500 0 12 "0 A 16 16 43 B (24/24) A 16 16 43. — ,r — MECHANICAL PLAN 1 /4 " =1' —O" B (24/24) B (24/24) �12 " 7 A (16/16), 430 QU HVAC NATIONAL ACCOUNT INFORMATION FOR CARRIER NATIONAL ACCOUNTS PRICING PLEASE CONTACT NICOLINA GUILIANO © 510 - 566 -3170 OR ALISON HARTMAN @ 315 -432 -7054 EMS NATIONAL ACCOUNT INFORMATION CONTACT TCS BASYS CONTROLS FOR ALL CONTROLS. NATIONAL ACCOUNT MANAGER MIKE CANNOY AT 800.288.9383 FIELD VERIFY ALL CONDITIONS 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. 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. BIDDING 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 CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 24/14 A (16/16) 430 12 "0 p PER 2006 IMC SECTION 606 Install smoke detector to shut down air distribution by VAV's when the total combined C F M of all VAV's (to include other tenants) sharing the same plenum space exceeds 2000 CFM. (See MC 606.2.2 for approved method of detection • GC TO UNDERCUT DOOR 1" FOR AIRFLOW. p B (24/24) �_ -gip AGE * \ 00 r , 0 \ � ae MECHANICAL PLAN CODED NOTES: O MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL REMOTE OPERATING DAMPER FOR ALL SALES AREA DIFFUSERS. PROVIDE REMOTE REGULATOR ON SIDE OF DIFFUSER FACING BACK OF HOUSE CENTERED ON DIFFUSER. ® MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TRANSFER FAN PER SCHEDULE ON SHEET M2.0. FAN TO BE CONTROLED BY A THERMOSTAT SET TO 741:. • NEW CONNECTION TO EXISTING LANDLORD MEDIUM PRESSURE DUCT TO BE DONE IN ACCORDANCE WITH LANDLORD CRITERIA. FIELD VERIFY EXACT LOCATION PRIOR T BID. O MOUNT WHITE REMOTE TEMPERATURE SENSORS (LOCATED ON THE SALES FLOOR) 5' —O" TO 6' -0" A.F.F. CENTER THE SENSOR ON A WHITE STRIPE IF THE WALL /COLUMN IS PAINTED WITH BLACK AND WHITE STRIPES. COORDINATE HEIGHT OF NONSALES SENSORS WITH ARCHITECTURAL ELEMENTS. O MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL RETURN AIR OPENINGS IN DEMISING WALL PER LANDLORD CRITERIA. COORDINATE ALL RETURN AIR OPENINGS WITH LANDLORD'S ON SITE REPRESENA1VE O MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TOILET EXHAUST FAN PER SCHEDULE ON SHEET M3.0. ROUTE 8" TO LANDLORDS EXISTING EXHAUST SYSTEM. 8 MOUNT THERMOSTATS FOR RTU'S BEHIND THE DOOR IN THE MANAGER'S OFFICE AT 48" AFF. PROVIDE TRANSFORMER AND CONNECT TO DEDICATED CIRCUIT IN 'J' BOX ABOVE OFFICE CEILING. VERIFY DIRECTION OF DOOR SWING AND MOUNTING HEIGHT WITH ARCHITECTURAL AND G.C. COORDINATE WITH EMS CONTRACTOR. O DISCHARGE AIR SENSOR TO BE LOCATED INSIDE DUCTWORK WHERE SHOWN ON PLANS. 10 MECHANICAL CONTRACTOR TO PROVIDE VAV -1, 2, 3, AND 4 PER SCHEDULE ON SHEET M2.0. 11 MECHANICAL CONTRACTOR TO PROVIDE SMOKE DETECTOR IN RETURN AIR OF VAV BOX. SMOKE DETECTOR TO BE CONNECTED TO LANDLORDS SMOKE /1\ DETECTION SYSTEM. COORDINATE EXACT REQUIREMENTS WITH LANDLORDS ON SITE REPRESENATIVE. UPON ACTIVATION SMOKE DETECTOR TO SHUT DOWN VAV FAN. EXISTING TOILET EXHAUST DUCTWORK TO BE RELOCATED AS SHOWN. CONTRACTOR TO MAKE NEW CONNECTION TO EXISTING TOILET EXHAUST DUCT. FIELD VERIFY EXACT LOCATION. A (16/16) 430 f12 "0 FILE CORY Permit No. �• r v By Date: 12 "% F City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to th+' scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan review fees SEPARATE PERMIT REQUIRED FOR: echanical E lectrical Iumbing I Gas Piping City of Tukwila BOIL DING DIVISION REVISION lOLL MO722O I I I I II II II I I II II ll I II I II II Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is armed: t Y -2 P-- or LANDLORD COMMENTS: TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING SYSTEM. RECEIVED APR 10 2008 PERMIT CENTER PROJECT LOCATION: AREA: SHEET TITLE: DATE: FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO V DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com On Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerv Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 0 3 la rkfrip JOB X0712121 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 ECHA\ICAL Pan 5,439 SF PROJECT NO. 0712121 SCALE: 1/4"=1'0" 10- 08-07 JEC JAH MECHANICAL /PLUMBING RESPONSIBILITY SCHEDULE TYPE V/N FURNISHED BY INSTALLED BY REMARKS LANDLORD OWNER TENANT CONTRACTOR OTHERS LANDLORD OWNER TENANT CONTRACTOR ONftSIX3 AIR HANDLING UNITS • RETURN GYP. CEILING 30 350FL SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH TRM PLASTER FRAME. FOR LAY -IN APPLICATION. ALUMINUM BLADE CONSTRUCTION C SUPPLY . STRUCTURAL SUPPORTS FOR AHU AS REQUIRED • SEE PLAN ALUMINUM CONSTRUCTION WITH BRUSHED ALUMINUM COLOR AND FACE ADJUSTABLE AIR SCOOP DAMPER /EXTRACTOR. SELECT REGISTERS FOR DUCT DIAMETER. D RETURN GYP. BOARD WALL 30 350FL SEE PLAN . AHU MIXING BOX AND MIXING BOX MOTOR OPERATED DAMPERS • LAY -IN 30 250 -AA SEE PLAN 24x24 #3 BORDER FOR LAY -IN CEILING WITH 12x12 SUPPLY CORE, PROVIDE TRM FRAME FOR GYP BOARD CEILING. COLOR TO BE #26 WHITE. ALUMINUM LOUVER CONSTRUCTION. F RETURN - - LAY -IN 30 AHU MIXING BOX MOTOR OPERATED DAMPER ACTUATOR • COLOR TO BE #26 WHITE. ALUMINUM CORE. G SUPPLY LAY -IN 30 TMS SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH NECK SIZE AS SHOWN ON PLANS. PROVIDE ALL TRANSITIONS NECESSARY. 2400 CONDENSING UNITS • 277 1 10 480 3 VAV -4 45J 7 16" . CURB AND /OR STRUCTURAL SUPPORTS FOR COND. UNITS AS REQUIRED • 3000 .75 3/4 A 277 1 10 480 3 ROOFTOP UNIT • • ROOFCURB • . STRUCTURAL SUPPORTS FOR RTU AS REQUIRED. • . DIFFUSERS AND GRILLES • • . V.A.V. BOXES • • N/A DIFFUSERS /GRILLES FIRE DAMPERS • • . WALL FIRE DAMPERS AND /OR COMBINATION SMOKE /FIRE DAMPERS • • LOW PRESSURE DUCTWORK • • . HIGH /MEDIUM PRESSURE DUCTWORK N/A TEMPERATURE CONTROL SYSTEM • • SEE M1.0 FOR EMS CONTACT. CHILLED WATER PIPING VALVES AND TRIM • . RELIEF AIR /MAKE UP AIR RELIEF AIR /MAKE UP AIR • • ' SMOKE DETECTOR(S) IN RETURN AND /OR SUPPLY AIR DUCT • • • ZONE DAMPERS • • . DUCT HEATER(S) N/A UNIT /BASEBOARD HEATER(S) • N/A RETURN AIR FAN • • . OUTSIDE AIR INTAKE HOOD /FAN • • RELIEF AIR FAN OR HOOD • • . TOILET EXHAUST FAN(S) • • TOILET EXHAUST DUCTWORK WALL OR ROOF CAP • • AIR BALANCE REPORT • • . AS -BUILT DRAWINGS • PLUMBING FIXTURES • • . SAN, CW, HW, PIPING AND WATER METER • • . SPRINKLER PIPING AND HEADS • • HAND SINK AND RELATED PIPING • • MOP BASIN, WATER HEATER AND ASSOCIATED PIPING • • GENERAL NOTE ALL ITEMS LISTED HERE ARE SPECIFIED AND DETAILED ON THESE DRAWINGS. THEN IT IS HIS RESPONSIBILITY TO INFORM TENANT'S BE CLARIFIED FOR THE CONTRACTOR. THIS SCHEDULE IS INTENDED AS A "QUICK" REFERENCE. IF THE CONTRACTOR ENCOUNTERS ITEMS THAT ARE CONTRADICTORY CONSTRUCTION MANAGER SO THAT THESE ITEMS CAN GRILLE, REGISTER AND DIFFUSER SCHEDULE TJTUS UNLESS NOTED OTHERWISE TYPE FUNCTION CONSTRUCTION TYPE MAX N.C. MODEL NOMINAL SIZE REMARKS A SUPPLY GRILLE GYP. CEILING 30 300FL SEE PLAN PROVIDE WITH BORDER TYPE 3, LAY -IN (PANEL MOUNTED) AND TRM RAPID MOUNT FRAME, PROVIDE 24x24 MODULE FOR FACE SIZE GRILLE LAY -IN APPUCATION. COLOR TO BE 126 WHITE PROVIDE. GRILLES ARE TO BE FACTORY INSTALLED ONTO THE BACK OF THE 24x24 PANEL. SHEET METAL SCREWS ARE NOT ACCEPTABLE. REFER TO DETAIL 1/M-1. ALUMINUM BLADE CONSTRUCTION. B RETURN GYP. CEILING 30 350FL SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH TRM PLASTER FRAME. FOR LAY -IN APPLICATION. ALUMINUM BLADE CONSTRUCTION C SUPPLY DUCT MOUNTED NO CEILING 30 S300FL SEE PLAN ALUMINUM CONSTRUCTION WITH BRUSHED ALUMINUM COLOR AND FACE ADJUSTABLE AIR SCOOP DAMPER /EXTRACTOR. SELECT REGISTERS FOR DUCT DIAMETER. D RETURN GYP. BOARD WALL 30 350FL SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM BLADE CONSTRUCTION. E SUPPLY LAY -IN 30 250 -AA SEE PLAN 24x24 #3 BORDER FOR LAY -IN CEILING WITH 12x12 SUPPLY CORE, PROVIDE TRM FRAME FOR GYP BOARD CEILING. COLOR TO BE #26 WHITE. ALUMINUM LOUVER CONSTRUCTION. F RETURN - - LAY -IN 30 50F SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM CORE. G SUPPLY LAY -IN 30 TMS SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH NECK SIZE AS SHOWN ON PLANS. PROVIDE ALL TRANSITIONS NECESSARY. VAV BOX SCH ' L A GROSS AREA SQ FT OUTSIDE AIR REQUIREMENTS TAG MODEL BOX PRIMARY INLET SIZE ( "0) BOX PRIMARY CFM RADIATED MAXIMUM NC FAN (PARALLEL ERIES) ELECTRIC HEAT REMARKS DESIGN OPERATIO CFM E.S.P. (IN WC ) HP I VO PHASE KW VOLTS PHASE DESIGN COOLING MINIMUM VAV -1 45J 7 16" 3000 1500 30 3000 .75 3/4 4 277 1 10 480 3 1205 VAV -2 45J 7 16" 3000 2900 30 3000 .75 3/4 277 1 10 480 3 VAV -3 45J 6 14" 2400 1500 30 2400 .75 3/4 ' ' 277 1 10 480 3 VAV -4 45J 7 16" 3010 1500 30 3000 .75 3/4 A 277 1 10 480 3 OUTSIDE AIR REQUIREMENTS ROOM PURPOSE GROSS AREA SQ FT OUTSIDE AIR REQUIREMENTS LOCATION SYSTEM NUMBER ACTUAL OUTSIDE AIR HEWED FOR CODE COMPLIANCE APPROVED APR 1 7 71)B CltY 0€ Tukwdla BUILDIN ®IVISJOJ CFM PER SQ FT CFM REQD. CFM PER UNIT__,---.-. SALES 4324 0.30 1297 VAV -1,2,4 1620 STOCK /OFFICE 1112 0.15 167 VAV -4 390 125 0.250 98 1100 120 1 INTERLOCK WITH TOILET ROOM UGHT SWITCH TOTAL REQUIRED 1464 TOTAL 2010 FAN SCHEDULE COOK FANS UNLESS OTHERWISE NOTED. TAG I MODEL LOCATION CFM TOTAL • (IN H WATTS RPM VOLTS PHASE REMARKS EF-1 GC -144 RESTROOM 125 0.250 98 1100 120 1 INTERLOCK WITH TOILET ROOM UGHT SWITCH EF -2 GC --144 RESTROOM 125 0.250 98 1100 120 1 INTERLOCK WITH TOILET ROOM UGHT SWITCH TF -1 GC -520 OFFICE 350 0.250 172 1205 120 INTERLOCK WITH VARIABLE SPEED CONTROL SWITCH IN OFFICE /5\ 04 -03-08 REVISION JAH WPK / 4 \ 03 - 27 - 08 REVISION JAH WPK Q 03 - 19 - 08 REVISION RL MW A\ 03 -14-08 REVISION JAH WPK 02 -01 -08 ISSUE FOR BID JAH WPK / \ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAR WPK A DATE ISSUE DESCRIPTION BY CHECK Air System Information Air System Name South Center Total 72 Equipment Class UNDEF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central CoolingCoil Sizing Data Total coil load 12.3 Total coil load 147.6 Sensible coil load 129.9 Coil CFM at Jan 2000 11713 Max block CFM 11713 Sum of peak zone CFM 11713 Sensible heat ratio 0.881 ft 442.1 BTU /(hr -ft 27.1 Water flow @ 10.0 °F rise ... 29.53 Central Heating Coil Sizing Data No central heating coil Ioadmccurred during this calculation. Supply Fan Sizing Data Tons MBH MBH CFM CFM CFM gpm Actual max CFM 11713 CFM Standard CFM 11524 CFM Actual max CFM /ft 2.15 CFM/ft Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM /ft 0.00 CFM/ft Number of zones 1 Floor Area 5436.0 ft Location __ Seattle LAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jan 2000 OADB /WB 60.2/51.2 °F Entering DB / WB 74.9 / 67.6 °F Leaving DB / WB 64.4 / 63.7 °F Coil ADP _. 63.3 °F Bypass Factor 0.100 Resulting RH 59 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP 2.19 BHP Fan motor kW 1.64 kW Fan static . 1.00 in wg CFM /person 0.00 CFM /person ZONE LOADS Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor » Total Zone Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss » Total System Loads Central Cooling Coil Central Heating Coil » Total Conditioning Key: DESIGN COOLING COOLING DATA AT Jan 2000 COOLING OA DB / WB 60.2 °F / 51.2 °F Details 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft2 5374 ft 1077 ft 0 ft2 22012 W O W 7560 W 64 Sensible (BTU /hr) 0 0 0 0 0 0 0 171 0 44704 0 24313 12781 0 0 8197 90165 101811 0 0 22531 0 0 5582 0 0% 0 129925 129925 0 129925 Positive values are clg loads Negative values are htg loads 10%1 10% 0% 70% 30% 11713 CFM 0 CFM 11713 CFM Latent (BTU /hr) 16000 0 0 1600 17600 17600 17600 17628 17628 DESIGN HEATING HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F 0 0 0 11713 CFM 0 0 CFM - 11713 CFM Sensible Details (BTU/hr) 0 ft2 0ft 0 0ft 0 0ft 0 0 ft 0 O ft 0 5374 ft 0 1077 ft 0 0ft 0 0 0 0 0 0 0 0 0 - 0 10% 0 0 - 0 0 0 0 0 0 -5582 0 0% 0 - 5582 - -5582 0 -5582 Positive values are htg loads Negative values areclg loads Latent (BTU/hr) 0 0 0 0 0 0 0 0 5 4 3 NOTES: 2 MANUFACTURER: AS SHOWN, NO ALTERATES OR EXCEPTIONS. ABU AaTUrE OAT'N CPIO S A MINIMUM STATIC PRESSURE DROP ACROSS THE VAV BOX FOR PROPER OPERATION SHALL BE BETWEEN 0.1" AND 0.15", AS TESTED PER ARI 880. REVISION N0: I Mop- 220 1 RECEIVED APR 10 2000 PERMIT CENTER FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 750 Brooksedge Blvd. Westerville. Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 APR 0 3 200 PROJECT LOCATION: AREA: SHEET TITLE: SCALE: DATE: vIECHA DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis area M- Retail Engineering, Inc. JOB #0712121 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 5,439 SF NICAL SCHEDULES PROJECT NO. 0712121 NONE 10 -08 -07 X X I TENANT DRAWINGS FOR S E PHORA :.::........: ..........:.... . ............:. ...:........ . .....:::..:.. :::: _ • .. . ....::: ........:: 4 / . •i .......,. :i f :'% / �' "/, / ! •• � ......... y ,....,. ::........; % ., ✓ ✓ 0 4 , % ` �:, � F: _ ....:....:.. . , / ' ; , � 4 � -- f . ii Penult iblid Plan : e 8 �; : % , BY s�!` II �i1' '',�� f � ��• . � FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Des/ ner MI 417 Montgomery Street San Francisco California 415.398.5500 415.398.55 10f www .tsaode g .tom ' Emphasis On Excellence M Retail Engineering, Inc r oose 750 B kd e Blvd. 9 81 PHONE V1 614.818.2323 0 FAX 614.818.2337 Dili:, --------70.7-96-rilm"." SOUTHCENTER 633 S • TUKWILA SUITE MALL /120 WA NEW S PARKWAY 981 18 SEPARATE PERMIT City of Tukwila REQUIRED FOR: BUILDING DNISI iN i Electrical OPIumbing Gas Piping • City of Tukwila BUILDING DIVISION tt work ; - • TUballi - f . =•:= A TE: _ . Aevisic and may include MO feet • , ` , RM Structural Engineers Robinson 103 Linden Avenue Meier Jenny So. San Francisco, CA 94080 Jenny &Associates TeL 650.871.2282 www.rmjse.com Fax: 650.871.2459 Miff Job No.: 07186 `` STATE � 78Q9 R� TEcT � TsAo OFWASN1tiGT, y ? t2-101101-- OCT 0 5 2007 csr Para Fpr: Dent : r tt. t �� to -'' p.- f � 518 ' ', �,,,, co , . Pa0( - •• 'c+ -RANI/0 1B1 {`; �;� x 5 :•' ..;r, Pwk 'A'esi: €ei i :rshtlrv; `` _ d' ., Y ftiylt .. �' .., ' "'id _T ANY INVITED CONTRACTOR WHO USES A PLANNING HOUSE, "BID 1. PROJECT NAME: SEPHORA: SOUTHCENTER 2 . PROJECT DESCRIPTION: TENANT IMPROVEMENT RETAIL 3. PROJECT LOCATION: SOUTHCENTER MALL 633 SOUTHCENTER SUITE 1120 SEATTLE, WA 98118 4. TENANT NAME: SEPHORA 5. LANDLO WESTFIELD CORPORATION INC. JOSH KIMMEL LEAD TENANT COORDINATOR 6 TENANT'S ARCHITECT: TSAO DESIGN GROUP 7. GROSS AREA OF LEASED PREMISES: 5,439 SF 8. CONSTRUCTION TYPE: TYPE II - B UNPROTECTED NONCOMBUSTIBLE 9. OCCUPANCY TYPE: M (MERCANTILE) - COVERED MALL 10. OCCUPANCY CALCULATIONS: TOTAL OCCUPANCY OWNER ARCHITECTURAL' , A0.0 COVER SHEET ;. CONTACT: JOHN LUCCESE SEPHORA U.S.A., INC. 425 MARKET STREET SECOND FLOOR SAN FRANCISCO, CA 94105 -2708 (415) 284.3527 (PHONE) ( 31 -2872 (MOBILE) (415) 284 --3414 (FAX) ARCHITECT PROJECT CONTACT: MARY WANG, AIA TSAO DESIGN GROUP 417 MONTGOMERY STREET, 8TH FLOOR SAN FRANCISCO, CA 94104 (415) 398 5500 (PHONE) (415) 398 55 10 (FAX) ER MIT AND APPROVAL REQUIRED MEP ENGINEER t• A0.1 NOTES &SCHEDULES A0.2 AD:? COMPLIANCE & STANDARDS A0.3 DOOR & HARDWARE SCHEDULES A0.4 FINISH SCHEDULES OOH A0.5 SITE PLAN A1.0 DEMOLITION PLAN ' APP A1.2 BARRICADE GRAPHICS A2 NEW WORK PLAN NOV A3.0 FIXTURE PLAN I' L.� A4.0 FLOOR FINISH PLAN i ..: ; -- - -, I' pL I - � . '` ' '- • N `° CLERK", DATA HOUSE OR ANY OTHER AGENCY TO ASSIST IN THEIR A5.0 REFLECTED CEILING PLANz -.,. BIDDING PROCESS WILL HAVE THEIR BID DISQUALIFIED A6.0 STOREFRONT PLAN & ELEVATION A6.1 STOREFRONT SECTIONS A6.2 STOREFRONT DETAILS A6.3 SIGNAGE DETAILS A7.0 INTERIOR ELEVATIONS A7.1 PARTITION DETAILS A7.2 COLUMN DETAILS - '- -. r" 9 5 A7.3 CEILING AND FLOOR DETAILS � SY ��-^ � v" �� - r-E . A7.4 FIXTURE &MILLWORK DETAILS �, �,�, � d .- Cod n \ A7.5 FIXTURE & MILLWORK DETAILS COD t A8.0 ENLARGED BACKSTAGE PLAN � � � A8.1 BACKSTAGE ELEVATIONS ? '� A8.2 MILLWORK DETAILS 5 30 SP.1 GENERAL NOTES �, �� SP.2 SPECIFICATIONS �_A - 0 i�lotk SP.3 SPECIFICATIONS 1 , G ® SP.4 SPECIFICATIONS SP.S SPECIFICATIONS SP.6 SPECIFICATIONS STRUCTURAL IMMEDIATELY. SEPHORA RESERVES THE RIGHT TO KEEP ITS BUSINESS PRIVATE AND CONFIDENTIAL AND DOES NOT ALLOW OUR FUTURE LOCATIONS TO BE KNOWN TO THE PUBLIC UNTIL WE DEEM NECESSARY. FLOOR USE SQ.FT. LOAD FCTR sq.ft /occ SUBTOTAL FIRST FLR. MERCHANTILE 4,328 30 144 ---- �� - - N OFFICE 85 100 1 PROJECT CONTACT: JASON HUFFMAN M- RETAIL ENGINEERING, INC. 750 BROOKSEDGE BLVD. WESTERVILLE, OH 43081 (614) 818 -2323 (PHONE) (614) 818 -2337 (FAX) STRUCTURAL ENGINEER 10 -08 -07 ISSUE FOR PERMIT RL MW STOCKRM. 680 300 2 USABLE SPACE 5,093 TOTAL 147 18 VICINITY MAP 14 BID NOTE 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW MISCELLANEOUS 346 Q DATE ISSUE DESCRIPTION BY CHECK NTS N/A LEASE AREA 5,349 TOTAL S1.0 PLANS, GENERAL NOTES AND STANDARD DETAILS S2.0 DETAILS AND SECTIONS FIRE PROTECTION FP1.0 SPRINKLER PLAN MECHANICAL M1.0 MECHANICAL PLAN M2.0 MECHANICAL SCHEMATICS M3.0 MECHANICAL SCHEDULES M4.0 MECHANICAL SPECIFICATIONS CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONT ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF ' THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). BUILDING INSPECTION CITY OF TUKWILA DEPARTMENT OF DEPARTMENT: COMMUNITY DEVELOPMENT 6 300 SOUTHCENTER BLVD., SUITE #100 TUKWILA WA 98188 (206) 431 -3670 PHONE (206 431 -3665 EGRESS REQUIREMENTS PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 NORDSTROM -'7 / FLOOR EXITS MIN. EXIT DOOR WIDTH occupant x 0.2 y MIN. EXIT STAIR WIDTH occu occupancy x 0.3 FETAL I REQ PRVD -- . PROJECT CONTACT: JAYSON HAINES RMJ 103 LINDEN AVE. SO. SAN FRANCISCO CA 94080 (650) 871 -2282 (PHONE) LANDLORD CONTACT I d ,-I (` ) I macy _ I FIRST FLR. 2 2 32" 44" ....YE! 0 0 0 0 0 0 0 G ..�� 0 e '�• y 11. GOVERNING CODES / GUIDELINES: BUILDING & STRUCTURAL: WASHINGTON STATE BUILDING CODE BASED ON 2O06 INTERNATIONAL BUILDING CODE ENERGY: 2006 WASHINGTON STATE ENERGY CODE MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE ELECTRICAL: 2006 INTERNATIONAL ELECTRICAL CODE PLUMBING: 2006 INTERNATIONAL PLUMBING CODE FIRE PROTECTION: 2006 INTERNATIONAL FIRE CODE HANDICAPPED ACCESS: 2006 INTERNATIONAL BUILDING CODE MISCELLANEOUS: 200 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 12. SPRINKLER SYSTEM: FULLY SPRINKLERED 13. TOTAL EMPLOYEES: 10 PER SHIFT 14. HANDICAP TOILETS: (2) PROVIDED 15. MAX. TRAVEL DIST. TO EXIT: 200 FEET -\ 0 �� II 11_1_,--I �� Y 0 I L , - -� -r, h AREA: 5,439 SF a i, I I� J � A p ( A I NEAREST . _ T T 0 _ ' / PUBLIC R RESTRM: ±600' SHEET TITLE: COVER S H E ET 4 b• / v__ ° '' - -- °_. -- 0 - - - -- - �'� 11 PROJECT CONTACT: JOSH KIMMEL WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., SUITE 1100 LOS ANGELES, CA 90025 310 (310) 893 - 418 3 (PHONE) SEPARAT (310) 689-3759 (FAX) PERMIT AND APPROVAL REQUIRED 0 I N G � --,4 SEPHORA P1.0 PLUMBING PLAN ELEC % _ � ;; . ` ' I ° " tit ' ` SPACE i AREA -� k, . f .. z i I I •. ` I ' .: I # 1120 OF WORK ti� g, r j � _ .. (•. ■. F ` :• F ' . -��;., " ;; , *c -Ain , - ' .._ r ; PROJECT NO. 0744.03 PL--,-.',:;‘`41H0 SCALE: �h., ; ,. : ; k ., ; DATE: uC 1 ? Z' `� 10 -08 -07 ■ 1 . !• � _ E. [ iL - ••� E1.0 ELECTRICAL POWER PLAN ` � ' ; ` . . -3~ F ; a : F .� - E2.0 ELECTRICAL LIGHTING PLAN E3.0 ELECTRICAL DETAILS E4.0 LIGHTING AND SYMBOLS LEGEND E5.0 POWER RISER & SCHEDULES E6.0 ELECTRICAL SPECIFICATIONS pi-ri ' CEIV l tri DRAWN BY: RL REVIEWED BY: S MW SHEET NO. I AO•u 17 N KEY PLAN 13 CODE REVIEW INFORMATION 9 CODE DATA 5 PROJECT DIRECTORY 1 DRAWIN IN NTS N/A N/A N/A N/A - -. -_-- 5 5 4 4 3 3 2 2 D C B A HVAC SYMBOLS (NOT ALL SYMBOLS USED) HVAC SYMBOLS (NOT ALL SYMBOLS USED) SYMBOL DESCRIPTION DUCTWORK SYMBOL DESCRIPTION 4 B D BACKDRAFT DAMPER 4 SUPPLY DUCT - UP =-- SUPPLY DUCT - DOWN —+ .f... —♦ FD I I FSO FIRE DAMPER D SMOKE DAMPER COMBINATION FIRE /SMOKE DAMPER ELBOW TURNING VANES MI RETURN DUCT - UP RETURN DUCT -DOWN L,. .:y O LINEAR AIR DEVICE (supply or return) SUPPLY DIFFUSER El RETURN GRILLE EXHAUST FAN TV MOTORIZED DAMPER PRESSURE SENSOR Q TEMPERATURE SENSOR • VAV BOX (SINGLE DUCT) I 9) HUMIDITY SENSOR CITY COMMENTS RE- SUBMITTAL JAH ; VAV BOX (DUAL DUCT) Q FLOW STATION I :_ WPK O THERMOSTAT /TEMP. SENSOR O HUMIDISTAT a SENSOR DUCT MOUNTED SMOKE 07 -27 -07 CLIENT /PRELIM. LL REVIEW ACCESS DOOR — 41 -- DUCT TRANSITION [ DUCT CAP I DUCT, OPEN END DUCT DROP. ROUND g DETECTOR a CONNECT TO EXISTING ® LIMITS OF DEMOLITION C IMF 0— DUCT RISE, ROUND DUCT, FLEXIBLE CONNECTION BALANCE DAMPER CHECK BUILDING CORRIDOR EXISTING LANDLORD DUCT I � , MECHANICAL PLAN 1 /4 " =1' -0" ►! mow - ._.•� -z. �. -.. _•.._..�.- .�_.�.�� _...,�_... -�•. _.. ...._ _.. �.,�•. -ate- C 1246 250 • 1 "0 C 12 6 250 D 1112 12 (12/12) B (24/24) B (24/24) B (24/24) (24/24) B (24/24) D (12/12) F (12/12) 12 "0 10 "0 0411: A (16/16) 500 B (24/24) A 16 16 430 • � :.- ^- ti�.::F�- - r_. ...gin_ •.••�.. •= .,;��. 2 __ _ _ _ _ __ __: - _ _ _ _ _ : _ _ —_� - ._.:._...�..�..�. _+.- •.- .__._..:_.,._... -..: ::o-: =�,- �. , -.. - -x:�; :: ^. �:".:_�...,�._.. _:.}f._. -.•...-- ...- •.�....-.�- _- ?_•'— ._. -_.. _.�- ..mss. -.. - -. ._.- ...._.- ..- �....�... ��.- ...,...- _.-- ._.._� -r.=. _. .. -K. - -_ ._ :._ HVAC NATIONAL ACCOUNT INFORMATION FOR CARRIER NATIONAL ACCOUNTS PRICING PLEASE CONTACT NICOUNA GUILIANO ® 510- 566 -3170 OR ALISON HARTMAN ® 315 - 432 -7054 EMS NATIONAL ACCOUNT INFORMATION CONTACT TCS BASYS CONTROLS FOR ALL CONTROLS. NATIONAL ACCOUNT MANAGER MIKE CANNOY AT 800.288.9383 FIELD VERIFY ALL CONDITIONS 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. 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. BIDDING 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 CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ADJACENT TENANT ADJACENT TENANT E 1 MECHANICAL PLAN CODED NOTES: MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL REMOTE OPERATING DAMPER FOR ALL SALES AREA DIFFUSERS. PROVIDE REMOTE REGULATOR ON SIDE OF DIFFUSER FACING BACK OF HOUSE CENTERED ON DIFFUSER. • MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TRANSFER FAN PER SCHEDULE ON SHEET M2.0. FAN TO BE CONTROLED BY A THERMOSTAT SET TO 747. ® NEW CONNECTION TO EXISTING LANDLORD MEDIUM PRESSURE DUCT TO BE DONE IN ACCORDANCE WITH LANDLORD CRITERIA. FIELD VERIFY EXACT LOCATION PRIOR T BID. O GC TO UNDERCUT DOOR 1" FOR AIRFLOW. ® MOUNT WHITE REMOTE TEMPERATURE SENSORS (LOCATED ON THE SALES FLOOR) 5' —D" TO 6' -0" A.F.F. CENTER THE SENSOR ON A WHITE STRIPE IF THE WALL /COLUMN IS PAINTED WITH BLACK AND WHITE STRIPES. ▪ MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL RETURN AIR OPENINGS IN DEMISING WALL PER LANDLORD CRITERIA. COORDINATE ALL RETURN AIR OPENINGS WITH LANDLORD'S ON SITE REPRESENATIVE K MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TOILET EXHAUST FAN PER SCHEDULE ON SHEET M3.0. ROUTE 8" TO LANDLORDS EXISTING EXHAUST SYSTEM. ® VAV BOXES TO HAVE CONTROLS BY EMS CONTRACTOR FOR MONITORING PURPOSES ONLY. ALL CONTROL OF SYSTEM IS BY LANDLORD CONTROLS. • SENSOR FOR VAV BOX TO BE COMPATIBLE WITH LANDLORDS EXISTING SYSTEM.. FIELD VERIFY SYSTEM CRITERIA. 10 MECHANICAL CONTRACTOR TO PROVIDE VAV -1, 2, 3, AND 4 PER SCHEDULE ON S E 11 MECHANICAL CONTRACTOR TO PROVIDE SMOKE DETECTOR IN SUPPLY AIR OF VAV BOX. SMOKE DETECTOR TO BE CONNECTED TO LANDLORDS SMOKE DETECTION SYSTEM. COORDINATE EXACT REQUIREMENTS WITH LANDLORDS ON SITE REPRESENATIVE. c c 8 D E. c otAPLIA NcE VppRove ILr- LANDLORD COMMENTS: TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING SYSTEM. CORRECT ION LTR# RECEIVED CITY OF TUKWILA NOV 1 6 2077 PEHMIT CENTER AA VE ao 5 5 4 3 3 2 2 1 1 AREA: PROJECT LOCATION: SHEET TITLE: DATE: V PROJECT NO. 0712121 SCALE: 1/4"=1'0" DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis En Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 61 4.818.2337 ECHA JOB #0712121 \ICAL PLA SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 5,439 SF 10 -08 -07 JEG X /1\ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK A DATE ISSUE DESCRIPTION BY CHECK BUILDING CORRIDOR EXISTING LANDLORD DUCT I � , MECHANICAL PLAN 1 /4 " =1' -0" ►! mow - ._.•� -z. �. -.. _•.._..�.- .�_.�.�� _...,�_... -�•. _.. ...._ _.. �.,�•. -ate- C 1246 250 • 1 "0 C 12 6 250 D 1112 12 (12/12) B (24/24) B (24/24) B (24/24) (24/24) B (24/24) D (12/12) F (12/12) 12 "0 10 "0 0411: A (16/16) 500 B (24/24) A 16 16 430 • � :.- ^- ti�.::F�- - r_. ...gin_ •.••�.. •= .,;��. 2 __ _ _ _ _ __ __: - _ _ _ _ _ : _ _ —_� - ._.:._...�..�..�. _+.- •.- .__._..:_.,._... -..: ::o-: =�,- �. , -.. - -x:�; :: ^. �:".:_�...,�._.. _:.}f._. -.•...-- ...- •.�....-.�- _- ?_•'— ._. -_.. _.�- ..mss. -.. - -. ._.- ...._.- ..- �....�... ��.- ...,...- _.-- ._.._� -r.=. _. .. -K. - -_ ._ :._ HVAC NATIONAL ACCOUNT INFORMATION FOR CARRIER NATIONAL ACCOUNTS PRICING PLEASE CONTACT NICOUNA GUILIANO ® 510- 566 -3170 OR ALISON HARTMAN ® 315 - 432 -7054 EMS NATIONAL ACCOUNT INFORMATION CONTACT TCS BASYS CONTROLS FOR ALL CONTROLS. NATIONAL ACCOUNT MANAGER MIKE CANNOY AT 800.288.9383 FIELD VERIFY ALL CONDITIONS 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. 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. BIDDING 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 CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ADJACENT TENANT ADJACENT TENANT E 1 MECHANICAL PLAN CODED NOTES: MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL REMOTE OPERATING DAMPER FOR ALL SALES AREA DIFFUSERS. PROVIDE REMOTE REGULATOR ON SIDE OF DIFFUSER FACING BACK OF HOUSE CENTERED ON DIFFUSER. • MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TRANSFER FAN PER SCHEDULE ON SHEET M2.0. FAN TO BE CONTROLED BY A THERMOSTAT SET TO 747. ® NEW CONNECTION TO EXISTING LANDLORD MEDIUM PRESSURE DUCT TO BE DONE IN ACCORDANCE WITH LANDLORD CRITERIA. FIELD VERIFY EXACT LOCATION PRIOR T BID. O GC TO UNDERCUT DOOR 1" FOR AIRFLOW. ® MOUNT WHITE REMOTE TEMPERATURE SENSORS (LOCATED ON THE SALES FLOOR) 5' —D" TO 6' -0" A.F.F. CENTER THE SENSOR ON A WHITE STRIPE IF THE WALL /COLUMN IS PAINTED WITH BLACK AND WHITE STRIPES. ▪ MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL RETURN AIR OPENINGS IN DEMISING WALL PER LANDLORD CRITERIA. COORDINATE ALL RETURN AIR OPENINGS WITH LANDLORD'S ON SITE REPRESENATIVE K MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL TOILET EXHAUST FAN PER SCHEDULE ON SHEET M3.0. ROUTE 8" TO LANDLORDS EXISTING EXHAUST SYSTEM. ® VAV BOXES TO HAVE CONTROLS BY EMS CONTRACTOR FOR MONITORING PURPOSES ONLY. ALL CONTROL OF SYSTEM IS BY LANDLORD CONTROLS. • SENSOR FOR VAV BOX TO BE COMPATIBLE WITH LANDLORDS EXISTING SYSTEM.. FIELD VERIFY SYSTEM CRITERIA. 10 MECHANICAL CONTRACTOR TO PROVIDE VAV -1, 2, 3, AND 4 PER SCHEDULE ON S E 11 MECHANICAL CONTRACTOR TO PROVIDE SMOKE DETECTOR IN SUPPLY AIR OF VAV BOX. SMOKE DETECTOR TO BE CONNECTED TO LANDLORDS SMOKE DETECTION SYSTEM. COORDINATE EXACT REQUIREMENTS WITH LANDLORDS ON SITE REPRESENATIVE. c c 8 D E. c otAPLIA NcE VppRove ILr- LANDLORD COMMENTS: TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING SYSTEM. CORRECT ION LTR# RECEIVED CITY OF TUKWILA NOV 1 6 2077 PEHMIT CENTER AA VE ao 5 5 4 3 3 2 2 1 1 AREA: PROJECT LOCATION: SHEET TITLE: DATE: V PROJECT NO. 0712121 SCALE: 1/4"=1'0" DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis En Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 61 4.818.2337 ECHA JOB #0712121 \ICAL PLA SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 5,439 SF 10 -08 -07 JEG X TO S.A. DUCT MAIN BALANCING DAMPER IN LAY —IN CEILING (TYPICAL) 2 DUCT DIAMETERS UPSTREAM OF ELBOW. CEILIN DUCT CONNECTION TO DIFFUSER RIGID S.A. DUCT SEE PLAN FOR — SIZE DUCT HANGE (TYPICAL) BAND CLAMP 6" MIN. METAL GAUGE FOR DUCTWORK TO BE AS FOLLOWS: ROUND DUCT 3 TO 19 INCHES TO BE 26 GAUGE RECTANGULAR DUCT UP TO 12 INCHES WIDE TO BE 26 GAUGE RECTANGULAR DUCT 13 TO 30 INCHES WIDE TO BE 24 GAUGE. RECTANGULAR DUCT ABOVE 30 INCHES WIDE TO BE 22 GAUGE. STEEL STRAP HANGER DUCTWORK SELF — TAPPING, SHEET METAL SCREW HANGER SPACING DUCT FACE AREA FROM 0 TO 4 SQ. FT. HANGERS 98" O.C. MAX DUCT FACE AREA FROM 4 TO 10 SQ. FT. HANGERS 72" O.C. MAX DUCT FACE AREA FROM 10 AND GREATER HANGERS 48" O.C. MAX WHERE DUCTS ARE LESS THAN 2 SQ. FT. IN FACE AREA, HANGERS SHALL BE NOT LESS THAN 1"x1/16" STRAP STEEL. WHERE DUCT ARE GREATER THAN 2 SQ. FT. IN FACE AREA. HANGERS SHALL BE NOT LESS THAN 1"x1/5" STRAP STEEL. WHERE DUCT ARE 8 SQ. FT. IN FACE AREA. HANGERS SHALL BE BRACED BY 1 "x1 "x1 /8" STEEL ANGLES ALL AROUND, SPACED NO MORE THAN FOUR FEET ON CENTERS. WHERE DUCTS ARE OVER 45" WIDE. THE HANGERS SHALL BE BROUGHT DOWN UNDER THE DUCT SIDES 4" AND FASTENED TO THE BOTTOM. DUCT SUPPORT SCHEMATIC N.T.S. HARD ELBOW FLEXIBLE DUCT SAME SIZE AS DIFFUSER NECK. 5' -0" MAX. LENGTH > MIN. OF 6" HIGH STRAIGHT VERTICAL DUCT AT DIFFUSER CONNECTION PROVIDE FACE OPERATED OPPOSED BLADE DAMPER IN GYP. BOARD CLG. ONLY /// / /I\ \" _J DIFFUSER PROVIDE WITH TRM FRAME IN GYP. CEILINGS LOCKING QUADRANT ROUND DAMPER o EXTENDED ADJUSTMENT HANDLE ORANGE FLAG MOUNTING BRACKET FLEXIBLE CASING AND WIRE (50' -0" MAXIMUM) rlI RACK & PINION OPERATOR_ 19 \— CONCEALED REGULATOR /8" KIT PROVIDE WITH 7 TAMPER PROOF CAP. SOCKET WRENCH ROOF DECK SUSPEND FROM STRUCTURE PER LANDLORD'S RECOMMENDATIONS AS SHOWN ON PLANS RETURN AIR GRILLE DUCT FAN DISCHARGE THROUGH OFFICE WHEN WALLS GO FULL HEIGHT. BACKDRAFT DAMPER MANAGER'S OFFICE TRANSFER FAN YOUNG REGULATOR MODEL 5020 —CC (830A —CC FOR RECTANGULAR) NO ALTERNATES ACCEPTED RIGID DUCTWORK, INSULATED PER SPECIFICATIONS DUCT STRAP AND FOIL TAPE /OFFICE WALL OFFICE CEILING PROVIDE TYPE 'D' GRILLE ON DISCHARGE WALL FACE WITH BLADES UP AS SHOWN ON PLANS. S.A. DUCT FROM MAIN REMOTE OPERATED DAMPER ON ALL TAKE —OFFS REFER TO DETAIL 2/M2.0 LOCATE THE DAMPER 2— DIAMETERS UP STREAM OF ELBOW. DUCT HANGER (TYPICAL) BAND CLAMP FLEXIBLE CABLE TRM FRAME. 24"x24" TYPE 3 BORDER. REMOTE OPERATOR CENTERED ON BACK SIDE OF DIFFUSER 24X24 RETURN OPENING SEAL EXPOSED ENDS OF INSULATION WITH MANUFACTURER RECOMMENDED SEALENT STEEL SUPPORT CEILING ADJUST FRONT AND BACK BLADES: 1/3 30' LEFT, 1/3 30' DOWN, 1/3 30' RIGHT. DUCT CONNECTION TO SALES FLOOR DIFFUSER N.T.S. 6" MINIMUM PROVIDE WITH TRM FRAME IN GYP. CEILINGS RIGID S.A. DUC SEE PLAN FOR SIZE MINIMUM 2' -0" LONG MINIMUM 1/2" BLACK ACOUSTICAL LINING. PAINT ALL FASTENERS OR CLIPS BLACK RETURN ELBOW SOUND AND LIGHT TRAP HARD ELBOW FLEXIBLE DUCT SAME SIZE AS DIFFUSER NECK. 5' -0" MAX. LENGTH MIN. OF 6" HIGH STRAIGHT VERTICAL DUCT AT DIFFUSER CONNECTION PROVIDE CONCENTRIC ROUND TO SQUARE TRANSITION—NO BUTT TYPE CONNECTIONS ARE ALLOWED RETURN AIR GRILLE SUPPLY GRILLE FACTORY MOUNTED TO BACK OF BORDER. NO SCREWS ALLOWED. REFER TO SCHEDULE FOR SIZE DUCT DIMENSIONS ARE INTERIOR CLEAR DIMENSIONS. FULL SIZE OF RETURN AIR GRILLE SECURE ELBOW TO GRILLE NOT CEILING OR TRIM FRAME. RECEIVED CITY OF TUKWILA NOV 1 6 2BI PERMIT CENTER PROJECT LOCATION: AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 REVIEWED BY: 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 vECHA \ICAL SC JOB #0712121 A \ 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08-07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK / \ DATE ISSUE DESCRIPTION BY CHECK SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 EVATICS 5,439 SF 10 -08 -07 5 5 4 4 3 3 2 2 1 1 1 B A MECHANICAL /PLUMBING RESPONSIBILITY SCHEDULE TYPE d/ N FURNISHED BY INSTALLED BY REMARKS LANDLORD OWNER TENANT CONTRACTOR OTHERS LANDLORD OWNER TENANT CONTRACTOR EXISTING AIR HANDLING UNITS • RETURN GYP. CEILING 30 350FL SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH TRM PLASTER FRAME. FOR LAY -IN APPLICATION. ALUMINUM BLADE CONSTRUCTION C SUPPLY . STRUCTURAL SUPPORTS FOR AHU AS REQUIRED • SEE PLAN ALUMINUM CONSTRUCTION WITH BRUSHED ALUMINUM COLOR AND FACE ADJUSTABLE AIR SCOOP DAMPER /EXTRACTOR. SELECT REGISTERS FOR DUCT DIAMETER. D RETURN GYP. BOARD WALL 30 350FL SEE PLAN . AHU MIXING BOX AND MIXING BOX MOTOR OPERATED DAMPERS • LAY -IN 30 250 -AA SEE PLAN 24x24 #3 BORDER FOR LAY -IN CEILING WITH 12x12 SUPPLY CORE, PROVIDE TRM FRAME FOR GYP BOARD CEILING. COLOR TO BE #26 WHITE. ALUMINUM LOUVER CONSTRUCTION. F RETURN GRILLE LAY -IN 30 AHU MIXING BOX MOTOR OPERATED DAMPER ACTUATOR • COLOR TO BE #26 WHITE. ALUMINUM CORE. G SUPPLY SURFACE MOUNT 30 300RL SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM CONSTRUCTION. 480 3 CONDENSING UNITS e VAV -4 45J 7 16" 3010 1500 30 . CURB AND /OR STRUCTURAL SUPPORTS FOR COND. UNITS AS REQUIRED • 480 3 10 480 3 ROOFTOP UNIT • ROOFCURB • . STRUCTURAL SUPPORTS FOR RTU AS REQUIRED. • . DIFFUSERS AND GRILLES • • . V.A.V. BOXES • • N/A DIFFUSERS /GRILLES FIRE DAMPERS • • . WALL FIRE DAMPERS AND /OR COMBINATION SMOKE /FIRE DAMPERS • • LOW PRESSURE DUCTWORK • a . HIGH /MEDIUM PRESSURE DUCTWORK N/A TEMPERATURE CONTROL SYSTEM • • SEE M1.0 FOR EMS CONTACT. CHILLED WATER PIPING VALVES AND TRIM • . RELIEF AIR /MAKE UP AIR RELIEF AIR /MAKE UP AIR • • SMOKE DETECTOR(S) IN RETURN AND /OR SUPPLY AIR DUCT • • ZONE DAMPERS • • . DUCT HEATER(S) N/A UNIT /BASEBOARD HEATER(S) • N/A RETURN AIR FAN • • . OUTSIDE AIR INTAKE HOOD /FAN • • RELIEF AIR FAN OR HOOD • • . TOILET EXHAUST FAN(S) • • . TOILET EXHAUST DUCTWORK WALL OR ROOF CAP • • AIR BALANCE REPORT • • AS -BUILT DRAWINGS • • PLUMBING FIXTURES • • . SAN, CW, HW, PIPING AND WATER METER • • . SPRINKLER PIPING AND HEADS • • HAND SINK AND RELATED PIPING • • MOP BASIN, WATER HEATER AND ASSOCIATED PIPING • • GENERAL NOTE ALL ITEMS LISTED HERE ARE SPECIFIED AND DETAILED ON THESE DRAWINGS. THEN IT IS HIS RESPONSIBILITY TO INFORM TENANT'S BE CLARIFIED FOR THE CONTRACTOR. THIS SCHEDULE IS INTENDED AS A "QUICK" REFERENCE. IF THE CONTRACTOR ENCOUNTERS ITEMS THAT ARE CONTRADICTORY CONSTRUCTION MANAGER SO THAT THESE ITEMS CAN GRILLE, REGISTER AND DIFFUSER SCHEDULE TITUS UNLESS NOTED OTHERWISE TYPE FUNCTION CONSTRUCTION TYPE MAX N.C. MODEL NOMINAL SIZE REMARKS A SUPPLY GRILLE GYP. CEILING 30 300FL SEE PLAN PROVIDE WITH BORDER TYPE 3, LAY -IN (PANEL MOUNTED) AND TRM RAPID MOUNT FRAME, PROVIDE 24x24 MODULE FOR FACE SIZE GRILLE LAY -IN APPLICATION. COLOR TO BE j26 WHITE PROVIDE. GRILLES ARE TO BE FACTORY INSTALLED ONTO THE BACK OF THE 24x24 PANEL SHEET METAL SCREWS ARE NOT ACCEPTABLE. REFER TO DETAIL 1/M -1. ALUMINUM BLADE CONSTRUCTION. B RETURN GYP. CEILING 30 350FL SEE PLAN COLOR TO BE #26 WHITE. PROVIDE WITH TRM PLASTER FRAME. FOR LAY -IN APPLICATION. ALUMINUM BLADE CONSTRUCTION C SUPPLY DUCT MOUNTED NO CEILING 30 S300FL SEE PLAN ALUMINUM CONSTRUCTION WITH BRUSHED ALUMINUM COLOR AND FACE ADJUSTABLE AIR SCOOP DAMPER /EXTRACTOR. SELECT REGISTERS FOR DUCT DIAMETER. D RETURN GYP. BOARD WALL 30 350FL SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM BLADE CONSTRUCTION. E SUPPLY LAY -IN 30 250 -AA SEE PLAN 24x24 #3 BORDER FOR LAY -IN CEILING WITH 12x12 SUPPLY CORE, PROVIDE TRM FRAME FOR GYP BOARD CEILING. COLOR TO BE #26 WHITE. ALUMINUM LOUVER CONSTRUCTION. F RETURN GRILLE LAY -IN 30 50F SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM CORE. G SUPPLY SURFACE MOUNT 30 300RL SEE PLAN COLOR TO BE #26 WHITE. ALUMINUM CONSTRUCTION. VAV BOX SCHEDULE TAG MODEL BOX PRIMARY INLET SIZE ( "0) BOX PRIMARY CFM RADIATED MAXIMUM NC FAN (PARALLEL /SERIES) ELECTRIC HEAT REMARKS DESIGN OPERATION CFM E.S.P. (IN WC) HP VOLTS PHASE KW VOLTS PHASE DESIGN COOLING MINIMUM VAV -1 45J 7 16" 3000 1500 30 3000 .75 3/4 480 3 10 480 3 350 VAV -2 45J 7 16" 3000 2900 30 3000 .75 3/4 480 3 10 480 3 VAV -3 45J 6 14" 2400 1500 30 2400 .75 3/4 480 3 10 480 3 VAV -4 45J 7 16" 3010 1500 30 3000 .75 3/4 480 3 10 480 3 OUTSIDE AIR REQUIREMENTS ROOM PURPOSE GROSS AREA SQ FT OUTSIDE AIR REQUIREMENTS LOCATION CFM SYSTEM NUMBER ACTUAL OUTSIDE AIR 90 1E- v o . 3 . 01 \ \ cOD ° JE.D \ Q` „ � C:7 CFM PER SQ FT CFM REQD. CFM GC -144 RESTROOM E` N SALES 4324 0.30 1297 INTERLOCK WITH TOILET ROOM LIGHT SWITCH VAV -1,2,4 1620 RESTROOM STOCK /OFFICE 1112 0.15 167 120 1 VAV -4 390 GC -520 OFFICE 350 0.250 172 1205 120 1 INTERLOCK WITH VARIABLE SPEED CONTROL SWITCH IN OFFICE CLIENT /PRELIM. LL REVIEW JAH WPK TOTAL REQUIRED 1464 TOTAL 2010 FAN SCHEDULE COOK FANS UNLESS OTHERWISE NOTED. TAG MODEL LOCATION CFM TOTAL S.P. (IN H WATTS RPM VOLTS PHASE REMARKS EF -1 GC -144 RESTROOM 125 0.250 98 1100 120 1 INTERLOCK WITH TOILET ROOM LIGHT SWITCH EF -2 GC -144 RESTROOM 125 0.250 98 1100 120 1 INTERLOCK WITH TOILET ROOM LIGHT SWITCH TF -1 GC -520 OFFICE 350 0.250 172 1205 120 1 INTERLOCK WITH VARIABLE SPEED CONTROL SWITCH IN OFFICE Air System Information Air System Name South CenteF Total 72 Equipment Class UNDEF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central CoolingCoil Sizing Data Total coil load 12.3 Total coil load 147.6 Sensible coil load 129.9 Coil CFM at Jan 2000 11713 Max block CFM 11713 Sum of peak zone CFM 11713 Sensible heat ratio 0.881 ft 442.1 BTU /(hr -ft 27.1 Water flow @ 10 -0 °F rise 29.53 Central Heating Coil Sizing Data No central heating coil loadmccurred during this calculation. Supply Fan Sizing Data Tons MBH MBH CFM CFM CFM gpm Actual max CFM 11713 CFM Standard CFM 11524 CFM Actual max CFM /ft 2.15 CFM /ft Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft . 0.00 CFM /ft Number of zones 1 Floor Area 5436.0 ft Location -- Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jan 2000 OADB /WB 60.2/51.2 °F Entering DB / WB 74.9 / 67.6 °F Leaving DB / WB 64.4 / 63.7 °F Coil ADP -- 63.3 °F Bypass Factor 0.100 Resulting RH 59 Design supply temp. 58.0 °F Zone T - stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP Fan motor kW Fan static Ok 2.19 BHP 1.64 kW 1.00 in wg CFM /person 0.00 CFM /person ZONE LOADS Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor » Total Zone Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss » Total System Loads Central Cooling Coil Central Heating Coil » Total Conditioning Key: DESIGN COOLING COOLING DATA AT Jan 2000 COOLING OA DB / WB 60.2 °F / 51.2 °F Details 0 ft 0 ft 0 ft 0 ft2 0 ft 0 ft 5374 ft 1 077 ft 0 ft 22012 W 0W 7560 W 64 Sensible (BTU /hr) 0 0 0 0 0 0 0 171 0 44704 0 24313 12781 0 8197 90165 101811 0 0 22531 0 0 5582 0 0% 0 129925 129925 0 129925 Positive values are clg loads Negative values are htg loads 10%110% 0% 70% 30% 11713 CFM 0 CFM 11713 CFM DESIGN HEATING HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F Sensible Latent Details (BTU/hr) (BTU/hr) 0 ft 0ft 0 0 ft 0 O ft 0 0ft 0 O ft 0 5374 ft 0 1077 ft 0 0 ft 0 0 0 0 0 0 0 16000 0 0 0 0 0 0 0 D 0 1 600 10% 0 0 17600 0 0 17600 - 0 0 0 0 0 0 0 0 11713 CFM 0 0 O CFM 0 0 11713 CFM -5582 0 0% 0 17600 -5582 0 17628 - 5582 0 0 17628 -5582 0 Positive values are htg loads Negative values areclg loads Latent (BTU /hr) NOTES: MANUFACTURER: AS SHOWN, NO ALTERATES OR EXCEPTIONS. MANUFATDTUBERAS SHOWN. NO ALTERNATES OR EXCEPTIONS. A MINIMUM STATIC PRESSURE DROP ACROSS THE VAV BOX FOR PROPER OPERATION SHALL BE BETWEEN 0.1" AND 0.15 ", AS TESTED PER ARI 880. RECEIVED CITY OF TUKWILA NOV 16 2007 PEHIVIIT CENTER 5 5 4 4 3 3 2 2 1 1 PROJECT LOCATION: AREA: SHEET TITLE: PROJECT NO. 0712121 SCALE: DATE: DRAWN BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO e ,s 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphosfa On Excellence M - Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614. 818.2337 JOB #0712121 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 vECHA \ICAL SCHEDULES REVIEWED BY: 5,439 SF NONE 10 -08 -07 X X / \ 11 - 12 - 07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK A DATE ISSUE DESCRIPTION BY CHECK Air System Information Air System Name South CenteF Total 72 Equipment Class UNDEF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central CoolingCoil Sizing Data Total coil load 12.3 Total coil load 147.6 Sensible coil load 129.9 Coil CFM at Jan 2000 11713 Max block CFM 11713 Sum of peak zone CFM 11713 Sensible heat ratio 0.881 ft 442.1 BTU /(hr -ft 27.1 Water flow @ 10 -0 °F rise 29.53 Central Heating Coil Sizing Data No central heating coil loadmccurred during this calculation. Supply Fan Sizing Data Tons MBH MBH CFM CFM CFM gpm Actual max CFM 11713 CFM Standard CFM 11524 CFM Actual max CFM /ft 2.15 CFM /ft Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft . 0.00 CFM /ft Number of zones 1 Floor Area 5436.0 ft Location -- Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jan 2000 OADB /WB 60.2/51.2 °F Entering DB / WB 74.9 / 67.6 °F Leaving DB / WB 64.4 / 63.7 °F Coil ADP -- 63.3 °F Bypass Factor 0.100 Resulting RH 59 Design supply temp. 58.0 °F Zone T - stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP Fan motor kW Fan static Ok 2.19 BHP 1.64 kW 1.00 in wg CFM /person 0.00 CFM /person ZONE LOADS Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor » Total Zone Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss » Total System Loads Central Cooling Coil Central Heating Coil » Total Conditioning Key: DESIGN COOLING COOLING DATA AT Jan 2000 COOLING OA DB / WB 60.2 °F / 51.2 °F Details 0 ft 0 ft 0 ft 0 ft2 0 ft 0 ft 5374 ft 1 077 ft 0 ft 22012 W 0W 7560 W 64 Sensible (BTU /hr) 0 0 0 0 0 0 0 171 0 44704 0 24313 12781 0 8197 90165 101811 0 0 22531 0 0 5582 0 0% 0 129925 129925 0 129925 Positive values are clg loads Negative values are htg loads 10%110% 0% 70% 30% 11713 CFM 0 CFM 11713 CFM DESIGN HEATING HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F Sensible Latent Details (BTU/hr) (BTU/hr) 0 ft 0ft 0 0 ft 0 O ft 0 0ft 0 O ft 0 5374 ft 0 1077 ft 0 0 ft 0 0 0 0 0 0 0 16000 0 0 0 0 0 0 0 D 0 1 600 10% 0 0 17600 0 0 17600 - 0 0 0 0 0 0 0 0 11713 CFM 0 0 O CFM 0 0 11713 CFM -5582 0 0% 0 17600 -5582 0 17628 - 5582 0 0 17628 -5582 0 Positive values are htg loads Negative values areclg loads Latent (BTU /hr) NOTES: MANUFACTURER: AS SHOWN, NO ALTERATES OR EXCEPTIONS. MANUFATDTUBERAS SHOWN. NO ALTERNATES OR EXCEPTIONS. A MINIMUM STATIC PRESSURE DROP ACROSS THE VAV BOX FOR PROPER OPERATION SHALL BE BETWEEN 0.1" AND 0.15 ", AS TESTED PER ARI 880. RECEIVED CITY OF TUKWILA NOV 16 2007 PEHIVIIT CENTER 5 5 4 4 3 3 2 2 1 1 PROJECT LOCATION: AREA: SHEET TITLE: PROJECT NO. 0712121 SCALE: DATE: DRAWN BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO e ,s 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphosfa On Excellence M - Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614. 818.2337 JOB #0712121 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 vECHA \ICAL SCHEDULES REVIEWED BY: 5,439 SF NONE 10 -08 -07 X X 5 5 4 4 3 3 2 A. GENERAL CONDITIONS B. GENERAL REQUIREMENTS C. CODES DMSION 15 - MECHANICAL SECTION 15000 MECHANICAL GENERAL PROVISIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DMSION 15. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF HIS SUBCONTRACTORS WTH ALL OTHER TRADES ON SiTE CONFORMING TO THE GENERAL CONTRACTOR'S TiME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SiTE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING 'FURNISHED AND INSTALLED" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" WHICH MEANS "FURNISHED ONLY" (INSTATED BY CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN THE TENANT SPACE PRIOR TO BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHAT BE PROVIDED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING SHALL MATCH, FINISH OF SURROUNDING AREA 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CiTYS AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH Al APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR AU_ LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TENANi'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. E DRAWINGS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS 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 HIS BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER F. EXISTING SHELL SPACE CONDTiONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS. 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, ETC. AND ASSOCIATED ROOF CURBS NOT TO 13E 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 TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL /FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. F 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 IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCWDE IN HIS BID, Al PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. G. DSCRIFANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDMONS, SPECIFICATIONS OR OTHER TRADES 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 CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDMONA- COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. 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 EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE THE USE OF ANY UNAUTHORIZED EQUIPMENT SEAL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. I. SHOP DRAWINGS 1. SUBMIT SD( COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL 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 MANUFACTUREIYS 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 LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL 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 REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWING FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. 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 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. PROVIDE EXTENDED WARRANTIES AS SPECIFIED WiH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT OR REPAIR OR EQUIPMENT DUE TO FAWRE WITHIN GUARANTEE PEROID, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PEROID OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMETN OR REPAIR. L OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR All EQUIPMENT FURNISHED ON JOB SNAIL BE COLLECTED AND INSEKIED IN A 3" THREE RING BINDER AND TURNED OVER TO THE TENANT. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WiTH CALCIUM SILICATE, SILICONE 'RPP FOAM, '3M' FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO ILL ASSEMBLY RATING OF FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRi' WALLS, FLOORS. AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WiTH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHUT BE NO. 22 US.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL N. HANGERS 1. HANGERS SHALL INCWDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, 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. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES 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' 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. 0. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16' X 20" OR AS SHOWN ON DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION. TYPE, SIZE AND NUMBER AS DETERMINED BY CONTRACTOR AND APPROVED BY 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, UNDERWRITER'S LABORATORIES. INC., LISTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE STEEL, PROVIDED WiTH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CURING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. P. ELECTRICAL MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFELY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET All REQUIREMENTS AS DEFINED IN THE ELECTRICAL DMSION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. 0. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCWDES Al TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2 AL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DMSION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. A SCOPE OF WORK D. PIPING DMSION 15 - MECHANICAL SECTION 15200 PLUMBING 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILmES) A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, AP; AND INSULATION. C. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. D. COMPLETE NATURAL GAS PiPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. ILSIS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHUT EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN 6ID PROPOSAL B. PLUMBING EQUIPMENT C. GENERAL PIPING REQUIREMENTS 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TiE IN AS FOLLOWS: A SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUiT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WAIEKIIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE 1. SANITARY PIPING - NO INC ALLOWED (STORM PIPING AS REQUIRED) A WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR Y OR SMALLER MAY BE GALVANIZED STEEL B. JOINTS; BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WiTH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. C. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8' PER FOOT. D. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER; BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WiTH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER. E. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2' ARMSTRONG ARMAFLE O PIPING INSULATION OR TRUEBRO MODEL 102W 'HANOI LAV GUARD' INSULATION KIT. 2. CONDENSATE PIPING SHALL BE TYPE "L' DRAWN COPPER TUBE WITH 95-5 TIN - ANTiMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: A BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. B. ABOVE GRADE TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TiN- ANTIMONY SOLDER. C. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. D. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FDCTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. E PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. F. SECURE PIPE AT ANGLE STOPS. G. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 4. GAS PIPING A PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. B. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A- 120, WiTH MALLEABLE THREADED FITTINGS FOR 2' AND SMALLER, AND WiH WELDED JOINTS FOR 2 -1/2" AND LARGER. MEDIUM PRESSURE (ABOVE 14" W.C.) SHALL HAVE WELDED JOINTS. C. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PROVIDE GAS METER AND /OR REGULATOR AS REQUIRED. REGULATOR TO BE VENTED TO THE EXTERIOR. D. PITCH PIPING AT A UNIFORM GRADE OF 1/4' IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. E. GAS PiPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST- INHIBmNG PAINT. F. INSTALLATION, 'TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. G. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MAT'S MANAGER PRIOR TO BID. 5. INSULATION A. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 ® 75 F) SNAP -ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER; MANVILLE MICRO -LOK. 6. TEST & STERILIZATION A LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TiGHT. 3. TEST GAS PIPING WITH PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT & COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. A SCOPE OF WORK E. PIPING: F. ILSIS DMSION 15 -- MECHANICAL SECTION 15300 FIRE PROTECTION 1. THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO. THE FURNISHING. INSTALLATION. COMPLETION AND TESTING OF All THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA -13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND TENANT. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, CALCULATIONS, SUBMIRALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. ItSIS AND TEST CERTIFICATES. F. COST FOR SHUT DOWN FEES. 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WiH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. SHOP DRAWINGS 1. THE FIRE PROTECTION CONTRACTOR SHAT PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL CONTRACTOR FOR APPROVAL NO WORK SHALL BEGIN UNTiL TENANT'S CONSTRUCTION MANAGER APPROVES HEAD AND PIPING LOCATIONS. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO All AUTHORITIES HAVING JURISDICTION FOR APPROVAL NO WORK SHALL. BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANT'S CONSTRUCTION MANAGER. C. EQUIPMENT 1. SPRINKLER HEADS: A All SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING STORES TO BE REPLACED), U.L, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR FINISH TO MATCH ARCHITECTURAL CEILING FINISH. VERIFY HEAD TYPES AND COLORS WiTH TENANT'S CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. FINISHED CEILING - FULLY RECESSED TYPE. 2. NO- CEILING - BRASS UPRIGHT TYPE - DON'T NEED TO BE FINISHED. 3. NON - SALES: - BRASS PENDANT D. GENERAL PIPING COVERS SHOULD MATCH ADJACENT CEIING COLORS. 1 A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 2. All SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF AU. SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM CEILING TO MERCHANDISE SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. 3. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICIAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDmONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL BE CENTERED SIDE TO SIDE AND FRONT TO BACK. 5 PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH TENANT'S CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 6. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR ON TOILET ROOM CEILINGS OR WALLS BELOW 8' -0' ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B -36 -10-70 FOR WROUGHT STEEL PIPE. 2, CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WiH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAUUC TYPE COUPLINGS ARE ACCEPTABLE. WHERE APPROVED BY CODE AND THE LANDLORD. 1. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURSDICTiON. SYSTEM SHALL SHOW ND SiGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALT. BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO iTS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. All REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE 2. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' SHALL BE FURNISHED TO THE LANDLORD, AUHORMES HAVING JURISDICTION, AND TENANT'S CONSTRUCTION MANAGER. DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDEONING A. SCOPE OF WORK 1. THE FNAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A B. C. D. E. F. G. H. J. K. HVAC UNITS, EQUIPMENT, AND APPURTENANCES. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. HYDRONIC PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). DIFFUSERS, GRILLES, AND REGISTERS. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. OPERATIONS MANUALS. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. SEQUENCES OF OPERATION. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. 3. 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 HVAC SYSTEM, MATERALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. B. HVAC EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDFONING UNITS. A PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY TRANE CORPORATION AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5-YEAR EXTENDED WARRANTY. B. EQUALS EQUIPMENT AS MANUFACTURED BY CARRIER OR YORK IF NOT AVAILABLE THROUGH REASONABLE EFFORT. C. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES. APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. D. 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 MANUFACTURERS DATA SEE DRAWINGS FOR ADDITIONAL DETAILS. E. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH All INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV) A WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT /PIPE CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR. 3. TOILET EXHAUST FANS A WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK. ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. 4. BASEBOARD, CABINET, AND UNIT HEATERS A. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS A WHERE SHOWN ON DRAWINGS PROVIDE AN INANE CLOSE COUPLED PUMP(S), BRONZE HIIEU, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION ISOLATION DEVICES A VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. B. VIBRATING EQUIPMENT HUNG 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. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDTONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID 'GROUNDING' THE ISOLATOR. D. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. E. CONSULT MANUFACTURER FOR APPLICATION DATA 7. CURBS AND STEEL FRAMING FOR SUPPORT A. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. Al]. CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE 'DEAD" LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5' -O'). 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA '}{VAC DUCT CONSTRUCTION STANDARDS' OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE B. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. 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. 7. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-- 1/2"X1-1/2" X1/8" 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 ASSEMBLY FIRE RATING. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKET WiH ADHESIVE BACKING SHALL BE USED TO SEAT. FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. F THE ACCESS PANEL LOCATION IS 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 REGISTERS WiTH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. FLEXIBLE CONNECTIONS 13. FiRE DAMPERS A. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650'F FUSIBLE LINK, TYPE A. AS MINIMUM. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 14. FLEXIBLE AIR DUCT A B. C. 15. SUPPLY AIR TAKE -OFF FITTINGS A. PROVIDE CONICAL OR "BELL- MOUTH" TAKE-OFFS FROM M":; I DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B. PROVIDE 45' RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 16. DAMPERS A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTRIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 17. DIFFUSERS, GRILLES, AND REGISTERS A PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WiH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. C. APPROVED MANUFACTURERS: THUS IS SPECIFIED, EQUALS BY METALARE OR KRUEGER IS ACCEPTABLE. 18. MEDIUM PRESSURE DUCT A WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, TT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 3 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. B. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. C. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION 19. DUCTWORK INSULATION A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WiTH NFPA 90A D. HYDRONIC PIPING A. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING E PANSION JOINTS. B. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION_ C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APP. ATIONS WiTH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0' IN LENGTH AT ANY ONE LOCATION. B. ALL ROUND /RECTANGULAR AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1"IHICK, 1 -1/2 LB. DENSITY (R.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. All JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 20. SYSTEM CLEANOUT A DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. B. FILTERS MUST BE IN UNITS AT ANY TiME FANS ARE OPERATED. 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. 2. PIPING A HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A -120, SCHEDULE 40, ERIN, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 -1/2 INCH AND LARGER. INSTALL STEEL PIPE WiTH THREADED JOINTS AND FITTINGS OR INSTALL TYPE 'K' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. C. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WiH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE D. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FIWNG OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. 3. VALVES A GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE- PACKABLE UNDER PRESSURE. BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. B. GATE VALVES, 2 -1/2 INCH AND LARGER CLASS 125 CAST IRON BODY, RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PRESSURE. C. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y- PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. D. SWING CHECK VALVE, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. E. COMBINATION BALANCING AND SHUT -OFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SEI I ER BALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL F. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TA. 4. PIPING SPECIALTIES A. PRESSURE/iEMPERATURE TEST PWGS ( PETE'S PLUG) - 1/4 INCH NET FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0'F TO 200'F. B. STRAINERS - Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WiTH HOSE END FI ITNG. C. THERMOMETERS - DIE CAST ALUMINUM, 9' INDUSTRIAL MERCURY THERMOMETER, FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS SEPARABLE SOCKET. D. MANUAL AIR VENTS - 1/8" COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. 5. GENERAL INSTALLATION A INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SITE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WiH FITTINGS. B. BRANCHES TO UNiTS BELOW MANS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. C. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ONE ANOTHER. E SEE PLANS FOR APPLICABLE DETAILS. F. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. G. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR. 6. INSULATION A. ALL HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WiTH 1 INCH THICK (K423 0 751 FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K4.23 0 75'F) FIBERGLASS INSULATION WiTH ALL SERVICE JACKET AND VAPOR BARRIER. B. INSULATION AT ALL HANGERS FOR PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA E. REFRIGERANT PIPING 1. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNiTS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. 2. MATERIALS A REFRIGERANT PIPING SHALL BE TYPE I" DRAWN COPPER TUBING (ASTM B88), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI B16.22), WITH SILFOS -5 SOLDERED JOINTS. B. SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, SIGHT GLASS, AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. 3. INSTALLATION A. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDmONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM AND CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RE- DONE UNTIL NO LEAKS EXIST. C. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. D. REFRIGERANT LINES SHALL BE INSULATED WiTH 1 INCH THICK RUBAT X OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WiTH INDUSTRY STANDARDS. F. SYSTEM TESTING, ADJUSTING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE 2. THE HVAC CONTRACTOR SHALL INSTALL NEW ALTERS IN ALL UNITS PRIOR TO THE AIR BALANCE THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% 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 PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A AABC OR HEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. C. MAKE AND MODEL NUMBERS OF ALL BMOC EQUIPMENT TESTED. D. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PILOT TUBE DUCT TRAVERSE AT THE UNIT. E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H. WATER BALANCE DATA INCLUDING GPM WiTH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). 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 (INTERLOCKED EQUIPMENT, SMOKE DETECTORS. SMOKE EVACUATION. ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 6. THE BALANCING CONTRACTOR SHA _ PERFORM ALL APPUCABLE 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. 7. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUALS. G. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT RAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WiTH THE PLANS, SPECIFICATIONS, AND GODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT FNAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. REVIEWED FOR \ CODE COMPLIANC t APPR I U \6(z-.'O 3 YES NO NA AIR HANDLING SYSTEM CHECKLIST THIS CHECKUST IS TO BE COMPLETED BY THE MECHANICAL CONTRACTOR AND DISTRIBUTED TO ALL APPROPRIATE PARTIES PRIOR TO BALANCING. IS THE DUCTWORK INTACT AND SEALED? ARE ANY ENDCAPS MISSING? ARE THE ACCESS DOORS INSTALLED AND SECURED TIGHTLY? ARE THERE OPENINGS IN THE DUCTWORK? ARE ANY INLETS OR OUTLETS MISSING? IS THE DUCTWORK, INCLUDING FAN INLETS AND OUTLETS, INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS? IS THE DUCTWORK FREE OF DEBRIS? ARE ALL DUCT DAMPERS, INCLUDING FIRE AND SMOKE DAMPERS, INSTALLED AND ACCESSIBLE? ARE ALL TERMINAL BOXES, REHEAT COILS, ELECTRIC REHEAT COMPONENTS, ETC. INSTALLED AND ACCESSIBLE? ARE THE TERMINAL BOXES OPERATIONAL? DOES THE RETURN AIR HAVE AN UNOBSTRUCTED PATH FROM EACH CONDITIONED SPACE BACK TO THE UNIT? IS THE BUILDING ARCHITECTURALLY COMPLETE? ARE ALL DOORS, WINDOWS, CEILINGS, PARTITIONS, ETC. INSTALLED? ARE THE OUTSIDE WALLS SEALED TiGHTLY? ARE THE FiLTERS CLEAN? ARE THE CORRECT FiLTERS INSTALLED? IS THE FILTER FRAME PROPERLY INSTALLED AND AIRTIGHT? ARE THE COILS CLEAN AND PROPERLY INSTALLED? ARE THE DRIVE COMPONENTS INSTALLED? ARE THE SHEAVES PROPERLY ALIGNED AND TiGHT ON THOR SHAFTS? ARE THE BELTS ADJUSTED FOR THE CORRECT TENSION? IS THE BELT GUARD PROPERLY INSTALLED? IS THE MOTOR WIRED AND ENERGIZED? IS THE PROPER STARTER AND OVERLOAD PROTECTION INSTALLED? IS THE MOTOR SECURED ON iTS FRAME? HAVE THE MOTOR BEARINGS BEEN LUBRICATED? ARE ALL THE AUTOMATIC CONTROL DAMPERS INSTALLED AND OPERATIONAL? ARE FAN VOLUME CONTROLS OPERATIONAL? ARE THE FAN HOUSINGS, PLENUMS, ETC. INSTALLED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS AND PROPERLY SEALED? IS THE FLEXIBLE CONNECTION INSTALLED PROPERLY? IS THE FAN WHEEL ALIGNED PROPERLY WITH THE PROPER CLEARANCE BETWEEN IT AND THE HOUSING? HAVE THE FAN BEARINGS BEEN LUBRICATED? ARE THE CONTROLS COMPLETE AND OPERATIONAL? ARE SUITABLE TRAVERSE LOCATIONS AVAILABLE? RECEIVED CITY OF TUKWILA Nov 16 2007 PhI - IMIT CENTER PROJECT LOCATION: AREA: SHEET TITLE: N SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Exeelleme M• Retail Engineering, Inc. SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 5,439 SF ECHA \ICAL SPECIFICATION S PROJECT NO. 0712121 NONE 10- 08-07 x x 1 1 A 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK A DATE ISSUE DESCRIPTION BY CHECK 5 5 4 4 3 3 2 A. GENERAL CONDITIONS B. GENERAL REQUIREMENTS C. CODES DMSION 15 - MECHANICAL SECTION 15000 MECHANICAL GENERAL PROVISIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DMSION 15. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF HIS SUBCONTRACTORS WTH ALL OTHER TRADES ON SiTE CONFORMING TO THE GENERAL CONTRACTOR'S TiME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SiTE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING 'FURNISHED AND INSTALLED" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" WHICH MEANS "FURNISHED ONLY" (INSTATED BY CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN THE TENANT SPACE PRIOR TO BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHAT BE PROVIDED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING SHALL MATCH, FINISH OF SURROUNDING AREA 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CiTYS AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH Al APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR AU_ LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TENANi'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. E DRAWINGS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS 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 HIS BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER F. EXISTING SHELL SPACE CONDTiONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS. 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, ETC. AND ASSOCIATED ROOF CURBS NOT TO 13E 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 TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL /FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. F 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 IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCWDE IN HIS BID, Al PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. G. DSCRIFANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDMONS, SPECIFICATIONS OR OTHER TRADES 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 CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDMONA- COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. 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 EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE THE USE OF ANY UNAUTHORIZED EQUIPMENT SEAL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. I. SHOP DRAWINGS 1. SUBMIT SD( COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL 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 MANUFACTUREIYS 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 LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL 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 REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWING FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. 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 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. PROVIDE EXTENDED WARRANTIES AS SPECIFIED WiH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT OR REPAIR OR EQUIPMENT DUE TO FAWRE WITHIN GUARANTEE PEROID, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PEROID OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMETN OR REPAIR. L OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR All EQUIPMENT FURNISHED ON JOB SNAIL BE COLLECTED AND INSEKIED IN A 3" THREE RING BINDER AND TURNED OVER TO THE TENANT. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WiTH CALCIUM SILICATE, SILICONE 'RPP FOAM, '3M' FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO ILL ASSEMBLY RATING OF FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRi' WALLS, FLOORS. AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WiTH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHUT BE NO. 22 US.G. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL N. HANGERS 1. HANGERS SHALL INCWDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, 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. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES 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' 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. 0. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16' X 20" OR AS SHOWN ON DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION. TYPE, SIZE AND NUMBER AS DETERMINED BY CONTRACTOR AND APPROVED BY 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, UNDERWRITER'S LABORATORIES. INC., LISTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE STEEL, PROVIDED WiTH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CURING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. P. ELECTRICAL MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFELY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET All REQUIREMENTS AS DEFINED IN THE ELECTRICAL DMSION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. 0. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCWDES Al TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2 AL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DMSION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. A SCOPE OF WORK D. PIPING DMSION 15 - MECHANICAL SECTION 15200 PLUMBING 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILmES) A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, AP; AND INSULATION. C. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. D. COMPLETE NATURAL GAS PiPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. ILSIS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHUT EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN 6ID PROPOSAL B. PLUMBING EQUIPMENT C. GENERAL PIPING REQUIREMENTS 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TiE IN AS FOLLOWS: A SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUiT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WAIEKIIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE 1. SANITARY PIPING - NO INC ALLOWED (STORM PIPING AS REQUIRED) A WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR Y OR SMALLER MAY BE GALVANIZED STEEL B. JOINTS; BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WiTH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. C. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4' PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8' PER FOOT. D. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER; BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WiTH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER. E. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2' ARMSTRONG ARMAFLE O PIPING INSULATION OR TRUEBRO MODEL 102W 'HANOI LAV GUARD' INSULATION KIT. 2. CONDENSATE PIPING SHALL BE TYPE "L' DRAWN COPPER TUBE WITH 95-5 TIN - ANTiMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: A BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. B. ABOVE GRADE TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TiN- ANTIMONY SOLDER. C. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. D. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FDCTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. E PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. F. SECURE PIPE AT ANGLE STOPS. G. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 4. GAS PIPING A PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. B. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A- 120, WiTH MALLEABLE THREADED FITTINGS FOR 2' AND SMALLER, AND WiH WELDED JOINTS FOR 2 -1/2" AND LARGER. MEDIUM PRESSURE (ABOVE 14" W.C.) SHALL HAVE WELDED JOINTS. C. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PROVIDE GAS METER AND /OR REGULATOR AS REQUIRED. REGULATOR TO BE VENTED TO THE EXTERIOR. D. PITCH PIPING AT A UNIFORM GRADE OF 1/4' IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. E. GAS PiPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST- INHIBmNG PAINT. F. INSTALLATION, 'TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. G. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MAT'S MANAGER PRIOR TO BID. 5. INSULATION A. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 ® 75 F) SNAP -ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER; MANVILLE MICRO -LOK. 6. TEST & STERILIZATION A LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TiGHT. 3. TEST GAS PIPING WITH PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT & COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. A SCOPE OF WORK E. PIPING: F. ILSIS DMSION 15 -- MECHANICAL SECTION 15300 FIRE PROTECTION 1. THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO. THE FURNISHING. INSTALLATION. COMPLETION AND TESTING OF All THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA -13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND TENANT. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, CALCULATIONS, SUBMIRALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. ItSIS AND TEST CERTIFICATES. F. COST FOR SHUT DOWN FEES. 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WiH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. SHOP DRAWINGS 1. THE FIRE PROTECTION CONTRACTOR SHAT PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL CONTRACTOR FOR APPROVAL NO WORK SHALL BEGIN UNTiL TENANT'S CONSTRUCTION MANAGER APPROVES HEAD AND PIPING LOCATIONS. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO All AUTHORITIES HAVING JURISDICTION FOR APPROVAL NO WORK SHALL. BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANT'S CONSTRUCTION MANAGER. C. EQUIPMENT 1. SPRINKLER HEADS: A All SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING STORES TO BE REPLACED), U.L, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR FINISH TO MATCH ARCHITECTURAL CEILING FINISH. VERIFY HEAD TYPES AND COLORS WiTH TENANT'S CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. FINISHED CEILING - FULLY RECESSED TYPE. 2. NO- CEILING - BRASS UPRIGHT TYPE - DON'T NEED TO BE FINISHED. 3. NON - SALES: - BRASS PENDANT D. GENERAL PIPING COVERS SHOULD MATCH ADJACENT CEIING COLORS. 1 A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 2. All SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF AU. SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM CEILING TO MERCHANDISE SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. 3. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICIAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDmONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL BE CENTERED SIDE TO SIDE AND FRONT TO BACK. 5 PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH TENANT'S CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 6. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR ON TOILET ROOM CEILINGS OR WALLS BELOW 8' -0' ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B -36 -10-70 FOR WROUGHT STEEL PIPE. 2, CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WiH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAUUC TYPE COUPLINGS ARE ACCEPTABLE. WHERE APPROVED BY CODE AND THE LANDLORD. 1. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURSDICTiON. SYSTEM SHALL SHOW ND SiGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALT. BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO iTS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. All REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE 2. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' SHALL BE FURNISHED TO THE LANDLORD, AUHORMES HAVING JURISDICTION, AND TENANT'S CONSTRUCTION MANAGER. DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDEONING A. SCOPE OF WORK 1. THE FNAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A B. C. D. E. F. G. H. J. K. HVAC UNITS, EQUIPMENT, AND APPURTENANCES. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. HYDRONIC PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). DIFFUSERS, GRILLES, AND REGISTERS. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. OPERATIONS MANUALS. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. SEQUENCES OF OPERATION. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. 3. 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 HVAC SYSTEM, MATERALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. B. HVAC EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDFONING UNITS. A PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY TRANE CORPORATION AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5-YEAR EXTENDED WARRANTY. B. EQUALS EQUIPMENT AS MANUFACTURED BY CARRIER OR YORK IF NOT AVAILABLE THROUGH REASONABLE EFFORT. C. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES. APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. D. 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 MANUFACTURERS DATA SEE DRAWINGS FOR ADDITIONAL DETAILS. E. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH All INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV) A WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT /PIPE CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR. 3. TOILET EXHAUST FANS A WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK. ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. 4. BASEBOARD, CABINET, AND UNIT HEATERS A. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS A WHERE SHOWN ON DRAWINGS PROVIDE AN INANE CLOSE COUPLED PUMP(S), BRONZE HIIEU, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION ISOLATION DEVICES A VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. B. VIBRATING EQUIPMENT HUNG 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. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDTONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID 'GROUNDING' THE ISOLATOR. D. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. E. CONSULT MANUFACTURER FOR APPLICATION DATA 7. CURBS AND STEEL FRAMING FOR SUPPORT A. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. Al]. CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE 'DEAD" LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5' -O'). 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA '}{VAC DUCT CONSTRUCTION STANDARDS' OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE B. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. 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. 7. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-- 1/2"X1-1/2" X1/8" 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 ASSEMBLY FIRE RATING. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKET WiH ADHESIVE BACKING SHALL BE USED TO SEAT. FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. F THE ACCESS PANEL LOCATION IS 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 REGISTERS WiTH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. FLEXIBLE CONNECTIONS 13. FiRE DAMPERS A. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650'F FUSIBLE LINK, TYPE A. AS MINIMUM. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 14. FLEXIBLE AIR DUCT A B. C. 15. SUPPLY AIR TAKE -OFF FITTINGS A. PROVIDE CONICAL OR "BELL- MOUTH" TAKE-OFFS FROM M":; I DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B. PROVIDE 45' RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 16. DAMPERS A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTRIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 17. DIFFUSERS, GRILLES, AND REGISTERS A PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WiH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. C. APPROVED MANUFACTURERS: THUS IS SPECIFIED, EQUALS BY METALARE OR KRUEGER IS ACCEPTABLE. 18. MEDIUM PRESSURE DUCT A WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, TT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 3 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. B. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. C. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION 19. DUCTWORK INSULATION A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WiTH NFPA 90A D. HYDRONIC PIPING A. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING E PANSION JOINTS. B. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION_ C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APP. ATIONS WiTH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0' IN LENGTH AT ANY ONE LOCATION. B. ALL ROUND /RECTANGULAR AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1"IHICK, 1 -1/2 LB. DENSITY (R.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. All JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 20. SYSTEM CLEANOUT A DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. B. FILTERS MUST BE IN UNITS AT ANY TiME FANS ARE OPERATED. 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. 2. PIPING A HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A -120, SCHEDULE 40, ERIN, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 -1/2 INCH AND LARGER. INSTALL STEEL PIPE WiTH THREADED JOINTS AND FITTINGS OR INSTALL TYPE 'K' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. C. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WiH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE D. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FIWNG OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. 3. VALVES A GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE- PACKABLE UNDER PRESSURE. BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. B. GATE VALVES, 2 -1/2 INCH AND LARGER CLASS 125 CAST IRON BODY, RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PRESSURE. C. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y- PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. D. SWING CHECK VALVE, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. E. COMBINATION BALANCING AND SHUT -OFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SEI I ER BALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL F. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TA. 4. PIPING SPECIALTIES A. PRESSURE/iEMPERATURE TEST PWGS ( PETE'S PLUG) - 1/4 INCH NET FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0'F TO 200'F. B. STRAINERS - Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WiTH HOSE END FI ITNG. C. THERMOMETERS - DIE CAST ALUMINUM, 9' INDUSTRIAL MERCURY THERMOMETER, FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS SEPARABLE SOCKET. D. MANUAL AIR VENTS - 1/8" COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. 5. GENERAL INSTALLATION A INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SITE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WiH FITTINGS. B. BRANCHES TO UNiTS BELOW MANS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. C. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ONE ANOTHER. E SEE PLANS FOR APPLICABLE DETAILS. F. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. G. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR. 6. INSULATION A. ALL HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WiTH 1 INCH THICK (K423 0 751 FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K4.23 0 75'F) FIBERGLASS INSULATION WiTH ALL SERVICE JACKET AND VAPOR BARRIER. B. INSULATION AT ALL HANGERS FOR PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA E. REFRIGERANT PIPING 1. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNiTS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. 2. MATERIALS A REFRIGERANT PIPING SHALL BE TYPE I" DRAWN COPPER TUBING (ASTM B88), WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI B16.22), WITH SILFOS -5 SOLDERED JOINTS. B. SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, SIGHT GLASS, AND A THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. 3. INSTALLATION A. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDmONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM AND CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RE- DONE UNTIL NO LEAKS EXIST. C. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. D. REFRIGERANT LINES SHALL BE INSULATED WiTH 1 INCH THICK RUBAT X OR ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WiTH INDUSTRY STANDARDS. F. SYSTEM TESTING, ADJUSTING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE 2. THE HVAC CONTRACTOR SHALL INSTALL NEW ALTERS IN ALL UNITS PRIOR TO THE AIR BALANCE THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% 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 PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A AABC OR HEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. C. MAKE AND MODEL NUMBERS OF ALL BMOC EQUIPMENT TESTED. D. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PILOT TUBE DUCT TRAVERSE AT THE UNIT. E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H. WATER BALANCE DATA INCLUDING GPM WiTH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). 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 (INTERLOCKED EQUIPMENT, SMOKE DETECTORS. SMOKE EVACUATION. ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 6. THE BALANCING CONTRACTOR SHA _ PERFORM ALL APPUCABLE 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. 7. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUALS. G. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT RAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WiTH THE PLANS, SPECIFICATIONS, AND GODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT FNAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. REVIEWED FOR \ CODE COMPLIANC t APPR I U \6(z-.'O 3 YES NO NA AIR HANDLING SYSTEM CHECKLIST THIS CHECKUST IS TO BE COMPLETED BY THE MECHANICAL CONTRACTOR AND DISTRIBUTED TO ALL APPROPRIATE PARTIES PRIOR TO BALANCING. IS THE DUCTWORK INTACT AND SEALED? ARE ANY ENDCAPS MISSING? ARE THE ACCESS DOORS INSTALLED AND SECURED TIGHTLY? ARE THERE OPENINGS IN THE DUCTWORK? ARE ANY INLETS OR OUTLETS MISSING? IS THE DUCTWORK, INCLUDING FAN INLETS AND OUTLETS, INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS? IS THE DUCTWORK FREE OF DEBRIS? ARE ALL DUCT DAMPERS, INCLUDING FIRE AND SMOKE DAMPERS, INSTALLED AND ACCESSIBLE? ARE ALL TERMINAL BOXES, REHEAT COILS, ELECTRIC REHEAT COMPONENTS, ETC. INSTALLED AND ACCESSIBLE? ARE THE TERMINAL BOXES OPERATIONAL? DOES THE RETURN AIR HAVE AN UNOBSTRUCTED PATH FROM EACH CONDITIONED SPACE BACK TO THE UNIT? IS THE BUILDING ARCHITECTURALLY COMPLETE? ARE ALL DOORS, WINDOWS, CEILINGS, PARTITIONS, ETC. INSTALLED? ARE THE OUTSIDE WALLS SEALED TiGHTLY? ARE THE FiLTERS CLEAN? ARE THE CORRECT FiLTERS INSTALLED? IS THE FILTER FRAME PROPERLY INSTALLED AND AIRTIGHT? ARE THE COILS CLEAN AND PROPERLY INSTALLED? ARE THE DRIVE COMPONENTS INSTALLED? ARE THE SHEAVES PROPERLY ALIGNED AND TiGHT ON THOR SHAFTS? ARE THE BELTS ADJUSTED FOR THE CORRECT TENSION? IS THE BELT GUARD PROPERLY INSTALLED? IS THE MOTOR WIRED AND ENERGIZED? IS THE PROPER STARTER AND OVERLOAD PROTECTION INSTALLED? IS THE MOTOR SECURED ON iTS FRAME? HAVE THE MOTOR BEARINGS BEEN LUBRICATED? ARE ALL THE AUTOMATIC CONTROL DAMPERS INSTALLED AND OPERATIONAL? ARE FAN VOLUME CONTROLS OPERATIONAL? ARE THE FAN HOUSINGS, PLENUMS, ETC. INSTALLED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS AND PROPERLY SEALED? IS THE FLEXIBLE CONNECTION INSTALLED PROPERLY? IS THE FAN WHEEL ALIGNED PROPERLY WITH THE PROPER CLEARANCE BETWEEN IT AND THE HOUSING? HAVE THE FAN BEARINGS BEEN LUBRICATED? ARE THE CONTROLS COMPLETE AND OPERATIONAL? ARE SUITABLE TRAVERSE LOCATIONS AVAILABLE? RECEIVED CITY OF TUKWILA Nov 16 2007 PhI - IMIT CENTER PROJECT LOCATION: AREA: SHEET TITLE: N SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Exeelleme M• Retail Engineering, Inc. SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 5,439 SF ECHA \ICAL SPECIFICATION S PROJECT NO. 0712121 NONE 10- 08-07 x x 1 1