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HomeMy WebLinkAboutPermit D10-277 - HIGHLINE MEDICAL CENTER - IMAGING EQUIPMENTHIGHLINE MEDICAL CENTER 12844 MILITARY RD S D1O-277 City oftukwila • 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 Parcel No.: 1623049001 Address: 12844 MILITARY RD S TUKW Suite No: Project Name: HIGHLINE MEDICAL CENTER DEVELOPMENT PERMIT Permit Number: D10 -277 Issue Date: 11/30/2010 Permit Expires On: 05/29/2011 Owner: Name: HCH SPECIALTY CENTER Address: ATTN ACCOUNTING DEPT , 12844 MILITARY RD S 98168 Contact Person: Name: RICK ZEHNER Address: 5005 3 AV S , SEATTLE WA 98134 Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Contractor License No: MCKINCL942DW Phone: 206 - 762 -3311 Phone: 206 762 -3311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: REPLACEMENT OF MEDICAL IMAGING EQUIPMENT Value of Construction: $95,000.00 Fees Collected: $2,348.99 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -A Occupancy per IBC: 0016 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10-277 Printed: 11 -30 -2010 Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli • Date: • 27c) ir0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name:! v4"; Date: �7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. doc: IBC -7/10 D10-277 Printed: 11 -30 -2010 15: Remove all demolition rubble and looscellaneous material from lot or parcel of grial, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: 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. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 25: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas m which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 26: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 27: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 28: Maintain fire extinguisher coverage throughout. 29: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 30: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 31: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) doc: IBC -7/10 D10-277 Printed: 11 -30 -2010 34: Maintain sprinkler coverage per N.F.P.•. Addition/relocation of walls, closets or parllins may require relocating and/or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 37: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 38: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 39: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 40: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 43: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10-277 Printed: 11 -30 -2010 CITY OF TUKVIDA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Pe No. tto--,177 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: f (p.2- 16Q I Suite Number: Floor: New Tenant: ❑ Yes . No 2- ffnAI fed s6 /�✓G ,4% /Gdr� Property Owners Name: �/�i✓G `G/� �G Mailing Address: /67-2--C./ S2/4- -cle,<. fcarl 5 City /,>, State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: gIC /' A elL Mailing Address: 5-005- S E -Mail Address: /Ztc/< _ • CU/ti/ Day Telephone: S-& a/-G City Fax Number: 0GYo-7(o2 -331( / in 98/ 3 e/ State Zip /3z - (9s 7 / GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: fir Z- #7f/'57%7 CO/Pi li/ei ...s / 3,i> /1vc GIc ZGhjuG/L /if Contractor Registration Number: RG //✓C- g/-2-?to City State Zip Day Telephone: 2.9&- 76 2- 331 ( Fax Number: 2,06.- 13 z - .-87-5"7"1 Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: /4e-L/ts71- Grp- joo�'v/ Z ZO/ 3//c7Z /f7e- City Contact Person: Day Telephone: E -Mail Address: Fax Number: 4 /ig' State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Ci i/1- 9fo2-7 State Day Telephone: Y ZS — -WO( Zip Fax Number: `2-f----X2 % - /-T 7 Page 1 of 6 BUILDING PERMIT INFORMATIO6206- 431 -3670 Valuation of Project (contractor's bid price): $ 95; Existing Building Valuation: $ Scope of Work (please provide detailed information): fo�l�CO�iai✓� /s >�c���i•� • Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes /4 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety 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. H:1Applications \Forms - Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes /4 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety 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. H:1Applications \Forms - Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Aiicable 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 AUTH RIZED AGENT: Signature Print Name: 'FP- .Siei/v"' Mailing Address: S— OD..5— 3�' five S Date: /6/-0" Day Telephone: 2,0(a- X 32 - P`% 3 City G�itc State n'(7y Zip Date Application Accepted: Date Application Expires: Staff Initials: H:\Applicationsworms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 PLUMBING AND GAS PIPING PERIM/INFORMATION — 206 - 431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Appltcaoon.doc Revised: 7 -2010 bh Page 5 of 6 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 Parcel No.: 1623049001 Address: 12844 MILITARY RD S TUKW Suite No: Applicant: HIGHLINE MEDICAL CENTER RECEIPT Permit Number: D10 -277 Status: APPROVED Applied Date: 10/13/2010 Issue Date: Receipt No.: R10 -02390 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,425.40 Payment Date: 11/30/2010 10:49 AM Balance: $0.00 MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11198 1,425.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,425.40 1,420.90 4.50 doc: Receiot -06 Printed: 11 -30 -2010 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: htip://www.ci.tukwila.wa.us RECEIPT Parcel No.: 1623049001 Permit Number: D10-277 Address: 12844 MILITARY RD S TUKW Status: PENDING Suite No: Applied Date: 10/13/2010 Applicant: HIGHLINE MEDICAL CENTER Issue Date: Receipt No.: R10 -02067 Initials: User ID: Payee: WER 1655 Payment Amount: $923.59 Payment Date: 10/13/2010 03:47 PM Balance: $1,425.40 MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11134 923.59 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 923.59 Total: $923.59 doc: Receiot -06 Printed: 10 -13 -2010 r INSPECTION RECORD Retain a copy with permit INSPECTION-NO. PERMIT NO. \ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D'° -z77 Project: I -{lef AL ;ki t Type of Inspection: (= t4a1,..- Address: jj s+ `47 L( In ,fl/,J/ t k Date Called: Special Instructions: f Date Wanted: Requester: " Phone No: .2 o4- 4/x3- 4//c5" pproved per applicable codes. I 2 ellr -EI Corrections required prior to approval. COMMENTS: 4-. E SPECTION FEE R UIRED.fr i'Or. to next inspection..feb,nust be p. id at 6300 Southcenter•Blvd...Sui a 100. Call to.Schedule reinspection. • • INSPECTION RECORD Retain 4. copy.with permit INSPECTION NO. PERMIT NO. . . CITY OF TUKWILA BUILDING DIVISION *"' 6/4 6300 Southcenter Blvd, #100, Tukwila: WA 98188. (206) 431=3670 Permit Inspection Request Line (206) 431-2451 Project: ' • . Y1/A4,4" olivive.44 Type of Inspection: ,1/4.r,A.s.,4-Axele-0 &eh.-A J-4 Address: 42 9 41/ o9 / i /r/xe 9 AI) Date Called: Special Instructions: I ' Date Wanted: 6:4It P.M. Requester: Phone No: Approved per applicable codes.. Corrections required prior to approval. I:1: COMMENTS: • if741,".0 cpeleti.‘ 1 A Date: - I 474 -a • INSPECTION FE REQUIRE Prior to next inspection. fee must be Met 6300 Southcenter Bly ...SUite 100. Call to schedule reinspection. . • " Approved per applicable codes. INSPECTION RECORD Retain. a copy with permit INSPECTION NO. PERMIT NO. CITY OF TU'KWILA BUILDING DIVISION f- 6300 Southcenter Blud,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 6/0 -.277 Project:. 6/Z INE OiAt.) /64 L.. Type of Inspection: 4907./0? Address: /.1.-VR .11.1/ friii frirhe y . Date Called: Special Instructions: Date Wanted: • /.2-2.1—/e2 a Requester: Phone No 41064- -.. . RCorrections required prioi to approyal. ,Ated COMMENTS: ew/ -11 Cif mmit,— ,/ev 7.- 4907./0? sh..94.,,e(ei, ;it, ' 5 — et.vasA,-, tio,:i / avv, .) Afriedei — .51 e.. eld k 14% /14.1v'-.. .01,, Pire44,1 • .. - -.. . In 1:411 "l I—I INSPECTION FEE REQ 'r to next inspection ..fee must be aid at 6300 Southcenter Bald.. Suite 100. Call to schedule reinspection. r. Date: ' /2-2 INSPECTION RECORD • Retain a copy with permit 6/a- 2 IN CTI N NO. PERMIT NO.. 1 • • CITY OF TUKWILA BUILDING DIVISION - 630.0 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: ///6NL, Ai, l f()leAL Type of Inspection: efi 12 r F /4�liJ/ Address: ,.— . Date Called: Special Instructions: _ • Date Wanted: r"a ►rr Requester: • Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. • Pia N ■ , �°, )1 4i d ier c, • • INSPECT ON FEE REct IRED..Pr r to.next insp ction, fee must be aid at 6300 Southcenter Blvd:. Sy` e 108..Call to schedule reinspection. bh • - Y. • M. INSPECTION RECORD . Retain a copy with permit INSPECTION NUMBER • • 1c- S- 11( bib 711 PERMIT NUMBERS • • CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 . . 206- 575 -4407 Project: CT /106,AA Sprinklers: 4 Fire.Alarm k Type of Inspection: *fr,n14-4,-- ',hid/V*9 kott.1/1,-;/e 444_, Hood & Duct: Address: i zvv4.1 Suite #: • b 'Awl itei c Conta rson: tc4-, ht Special Instructions: Phone o.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ad, Cori <44 NvLt� i 5S /r JJ i ( 4 C.T /.,.... : ii I + Needs Shift Inspection: Sprinklers: 4 Fire.Alarm k Hood & Duct: Monitor:. 41,4 Pre -Fire: • Permits: Occupancy Type: • Ins ector: Date: r Hrs.: t.6 • $80.00 REINS CTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department:.Call to schedule a reinspection. • • Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION. RECORD Retain a copy with permit /0- .5 -zyck . PERMIT NUMBERS CITY OF ?UKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 =4407 Project: tr €tm• 4zA to ,- Type of Inspection: yp✓,iAk. /.44,. t °V W" Address: 1 z$yy 44.1 4 Suite #: fc'a .Contac ,Person: C: +u c Si I e$' 1.,17/4ekui,Sii2 Special Instructions: . Phone No.: ZOi 51P Z17g I I Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: v(,di&/W GoJ'.,' No¢ dk CD Jas 109,E -r Ni/'W 1; '• ,3.4.3 a $x 3 ( X S - � ^44 k rua 9c /ill 706 =36Z.-3-- /i Needs Shift Inspection: Sprinklers: . • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: tom'",..— FUtA 9,1 I_ Date: 1 i l 06 4 Hrs.: 'AO $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finance Department. . Call to schedule a. reinspection. Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 JAN -04 -2011 09:31 MCKINSTRY CO. TESTING ENlGINEERS,1N gta«,�S:.a+.rr�•o- <.a; ;ir;,,:- :�1 "•:'•"1:.. .�,.,�.rirrf{ ...rS�..L }'lFlYi�ASn 8I5"43wnW.SYM'�,9�t4'N irr)4n'r,,n • ,....... '•v5-::r �r lhru+ �`1'!n`lx�( '. �.4 $,'�. r' t^' Project No. L10503 Project HMC Fuel Tank Address 12844 Military Road South, Tukwila, WA Permit No. M10 -157, D10 -277, EL10 -0907 Bldg Dept. City of,Tukwila ' Owner Highline. Medical Center Architect NAC Contractor McKinstry Company P.002 seat* ()Noe 20225 Ceder Valley Rood suite 110 Lynrucod. WA 99336 X2545 iJAN0420111 COMMUNEIY Taozna Office DEVELOPMENT 10029 S. Teoonla Way Sdt E-2 Tam WA 984919 Ph 253.584.37 blx 2535843707 Record No. 001 Date 12/17/10 Weather Cloudy Inspection Structural steel, proprietary anchors, reinforcing steel Sample(s) N/A Portland Woe 7911 NE 33rd prime Site 190 Portland. OR 97211 ph 503281.7515 fax 503281.7579 Permit No. D10 -277 Performed visual weld inspection for 3/16" fillet welds for HSS to bent plate connection for roof support at RM CT 164 and for new L 1 -1/2 x 1 -1/2 x 3/16" angles to joist for Rm 134 HVAC curb support. Welds as per 3/A5.1 and 4/A5.1, and acceptable as per AWS D1.1 -08. Observed installation of Hilti Kwik TZ Bolts for roof opening support at RM CT 164. Wedge anchor bolts as per 3/A5.1 and general notes on 3/A5.1. Verified 4" embedment for #4 dowels at RM CT 164 floor infill. Embed and #4 installed as per 2/A5.1. Used Hilti HIT RE 500 SD adhesives as per A5.1 general notes. Reinforcing steel placement for generator fuel tank slab on grade. Reinforcing steel placed as per Frank Co. drawing on S1.0. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Dave Bale Reviewed By Tom. Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 Colions + Smith Structural Engineers, Inc 485 Front Street, F -3 • Issaquah, WA 98027 p: (425) 369 -1101 • f: (425) 369 -1157 FILE COPY Permit No. Highline Medical Center Specialty Campus CT Replacement Structural Calculations Owner: Highline Medical Center 12844 Military Road South Tukwila, WA 98168 Architect: Northwest Architectural Company 2201 Sixth Avenue, Suite 1405 Seattle, WA 98121 Structural Engineer: John Smith, P.E., S.E. Job #: 10 -087 Date: September 15, 2010 WIPIRElk ,...... 1 � / CODE REVIEWED FOR 0 COMPLIANCE NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER HMC CT Replacement Permit Submittal 9/14/2010 Page 2 of 34 Summary These calculations have been prepared to check the roof framing for the added weight of a roof - mounted, packaged heat pump unit. The heat pump weighs 600 pounds, along with an allocation of 500 pounds for the duct and in-line filter box. Our findings are that the existing roof can safely support the load of the new unit. An added panel is required on the two joists supporting the unit. The added panel point requirements can be found on the project architectural drawings. Do to the light weight of the roof top package unit and the specification of fasteners every twelve inches around the perimeter of the curb, seismic anchorage is ok by inspection. A new 52" x 20" hole will be required in the existing concrete roof to accommodate the ductwork. A 4" square, tube steel strongback will be added to support the resulting unsupported corner at the new slab opening. 1 HMC CT Replacement Permit Submittal 9/14/2010 Page 3 of 34 Project Architectural Drawings ) f0 N 0 A j O O C I Q (D PO 1a 3. c N O7 16 3 N 7 . • • ; gr9 • 170 • [Zt .• 710 140 18010 • e141, •I , D • 1 r T.- •■ •:"' I : .1 'N ,--- i ;;, ; 1 ---------7--7; ____. ; .1 - _,; ; ., L.• 1 _ _____ 1 ' 1 OHVAC PLAN - LEVEL 1 Scale: 1/4" 12 460 .4=116. ---- j 120 1.3.1 140 81 1. 2 P WEST WINO FIRST FLOOR LIFE/SAFETY PLAN Scdr. 1/Y - O✓t CODE DATA mMX1M1 TOE CONON rap New00 Am OK WIXOM 00000 0tt0 101Me. rat 1-A 0031X114 mos Ib 3030700MOO OA0 POPOPDan O T 1.1 ILON Se Roan A9 OM 0+9 MOO __ b twee 70+0 au. 000 iN A4 010A1 NN4001. ICI V. CODE PUN GENERAL NOTES 1. o ROi POO A 0∎00004 L W It 001090 L � 0109 W 6Ri�OtO 1 q A00RLA A WOOL Y0OMAN I3 • 0 MOM A 00 X00 0O MOWN 0 W IAN 0010 W • At:AO %U IWm0110" 'ZIft ed p BID ZAMA V tlf4I[0 7. A0 .101 0010111010 ONO Mil NN PUN LEGEND 1111111111111111 =1 I 031N071 Q 111mpNm sun tai rim* 1001010 . Q • KEY PLAN NOT TO SCALE FIFTH FLOOR LUESAF2T' PUN I • REVISIONS Z Ea ARCHITECTURE +�- 12111011 +1 014 TWO N 0 1 C 1 `° 3 to HMC CT Replacement Permit Submittal 9/14/2010 Page 7 of 34 N M • a 6 II 1= II -11 -1 1.=11=11 =11 II. =11 =11 =1 I =11 =11 =11 11= =.11=11 =1 1 =11 =11=11. 11= 11=,11 =1 1 =11 =11=11. 11 =11 =11 =1 1 =11 =11.= 11. 11.11 =11 =1 '11= 11=11 1 =11 =11- 11 =11=11 11 =11=,1 1 =11 =11. 11 =11=1 1 =11 =11 11. -11. =1 LII 1111.11.1 1= 11.=11: II:11* -11 =11. 2.11:1( 11 =11. 1 =11= 11=11. 1 =11= 11 =11 1 =11= 11=11 1 =u: 11=1 1 -11. 11.=1 1 =11. 11 =11 1 =11= 11. =11. 11:11=11" I=II= 11 J111. :11- =11 =6"--11=11=11=1111-=111#11#11= :'11:=41 1 -11.= 11.=11= 11.-11.= 11.=11- 11= 11 =11. =11 -11. 11 =1= 11. =11 =11= 11-11-11.-11=,11= 11 -11 -11 1= 11= 11= 11 =11 =11 =11 =11 =11 =11 =11 =11 =11. ;11 =1 =11 =11- 11 =11 =11. =11.= 11=11= 11 =11 =1 7111_1: 1=11 =11:1111111: =1 111: =1:11 =11: =1:11=1:11 =11 =1 1 =11 =11. =1I =11= 11-11-11= 11. =11 =11. =11 -11. 11 =1 =11= 11 -11. =111=11.= 11-11= 11. =11 -11.= 1 =11= 11 =11= 11 =11 =-A,= 11=11= 11. =11 =11. =11. 411 =1 =11 =11 =11 =11 - 11-11 =11= 11=,11 =11= 1=114:--11=11=11=11=11=11=11=11:411=11=11' 11: 11.. 11:: 11: 11 ..1�.11.IIII, =1- .�I- 11- .11 "11 11 "11 II HMC CT Replacement 5343 �Submitta 2010 ,r lb" Yip, Pom \ 'berm of 6646 1 Plot. 6Wrio °CFA 19Y91 44-0 .a,` *lid '/O N ( 11 )1 1 VA LEI' /10" .61dk 20.11 MUM III Mid ry u4r MOO Ma. L^ JIIJI1 OPARTIAL BLDG SECTION a RAD ROOM 121 sews 1/4 . f -G• CULAM n r li.alm w". •7'rala• NOM COAT MN k M=I .4 -111 TYP CABLE THROUGH WALL O PENETRATION FIRESTOP SYSTEM O PENETRATION FIRESTOP SYSTEM MAX 1 k�A�Gr 7.K0 uua ® .nouns e� 2 rum a r. ss-ula wY 12097 memos .a=9GL fAI17 M ° WAML ' AMMO. MAWR rot WNW KYNR Mir 11111 2020 Or.1.T m 14 .n=I w.n.- TYP PIPE OR CONDUIT THROUGH WALL PR=O OM= 1r MUMS .10710,447017___ IMAM Ills /D 1II.e.011112. 1=11.1020 Mai CDBPARTIAL BLDG SECTION in RAD ROOM 121 Beck 1/P - 1' -O• 7.114X4 • Imo 1 111041A01 M O9 SHIELDING DETAIL (E$ JOINT ANA I' r-0. PLAN CR SECTION PLAN OR SECna PLp ac_a'' Yol OCONDUIT ENTRANCE @ SHIELDING O CONCRETE FLOOR INFILL eDND T.r-v -- 1- 1 ?•1.4 PARTW. BUILDING 6ECTI3N8 INTERIOR DETAED • REVISIONS EE ARCHITECTURE o_ 1 3 92i130WH 3 a/ 7 HMC CT Replacement Permit Submittal 9/14/2010 Page 10 of 34 Correspondence HMC CT Replacement Perrxlgebinii0112 9/14/2010 Page 11 of 34 John Smith From: John Smith Sent: Tuesday, September 07, 2010 2:53 PM To: 'Steven Wescott' Cc: Jared Robillard Subject: RE: HMC CT Relocate - HP -1 and Project Schedule Ok. Thank you both. John Smith, PE, SE Principal Collons + Smith Structural Engineers From: Steven Wescott [ mailto :SWescott @NACARCHITECTURE.com] Sent: Tuesday, September 07, 2010 2:50 PM To: John Smith Cc: Jared Robillard Subject: FW: HMC CT Relocate - HP -1 and Project Schedule John, I just confirmed with Hargis that this is the correct unit. Heat Pump Unit weight is 600 lbs. Filter Box weight is 100 lbs. Roof Mounted Ductwork is 400 lbs. From: Jared Robillard [mailto:JaredR @Hargis.biz] Sent: Thursday, August 26, 2010 8:34 AM To: Steven Wescott Subject: FW: HMC CT Relocate - HP -1 and Project Schedule Steve, See below. Thanks, Jared Robillard, PE, LEED® AP Mechanical HARGIS ENGINEERS 600 Stewart Street Suite 1000 Seattle, WA 98101 www.hargis.biz d 1 206.859.5383 o 1 206.448.3376 f J 206.448.4450 From: Jared Robillard Sent: Tuesday, August 10, 2010 8:42 AM To: 'Dan Jardine'; 'SWescott@NACARCHITECTURE.com' Cc: Trevor Welch Subject: HMC CT Relocate - HP -1 and Project Schedule Da n, 9/8/2010 HM CTTRgPIa ent Pen4ghiWA. 9/14/2010 Page 12 of 34 Steve, See attached information for HP -1. I have noted the single point electrical connection requirements and total weight. An additional weight allowance of 100 lbs. should be included for the filter box and an allowance of 400 lbs should be included for roof mounted ductwork. Please communicate this information with the structural engineer. The budget for HP -1 is $5,400 for the unit itself, not including installation. What is the current schedule for the project? Is the draft schedule dated 7/22/10 still current? What date are we shooting for to complete the drawings? Do you have roof plan in .dwg format? Thanks, Jared Robillard, PE, LEED® AP Mechanical HARGIS ENGINEERS 600 Stewart Street Suite 1000 Seattle, WA 98101 www.hargis.biz d 1 206.859.5383 o I 206.448.3376 f 1 206.448.4450 9/8/2010 HMC CT Replacement Per&grsbdii 2 9/14/2010 Page 13 of 34 John Smith From: John Smith Sent: Wednesday, August 11, 2010 1:19 PM To: 'Dan Jardine' Cc: Steven Wescott; Jared Robillard Subject: RE: HMC CT Relocate - HP -1 and Project Schedule Ok. I did notice Jared's recommendations for consideration of added weights below. John Smith, PE, SE I Principal Collons + Smith Structural Engineers From: Dan Jardine [mailto:djardine @NACARCHITECTURE.com] Sent: Tuesday, August 10, 2010 5:42 PM To: John Smith Cc: Steven Wescott; Jared Robillard Subject: FW: HMC CT Relocate - HP -1 and Project Schedule John — Here is some initial information about the rooftop unit for the CT Relocation. Don't proceed until we give you final information about the location and penetrations. esig- Iogo_nac Daniel C. Jardine, AIA, LEED AP, Principal www. nacarch itectu re. com P 206 441 -4522 F 206 441 -7917 From: Jared Robillard [mailto:JaredR @Hargis.biz] Sent: Tuesday, August 10, 2010 8:42 AM To: Dan Jardine; Steven Wescott Cc: Trevor Welch Subject: HMC CT Relocate - HP -1 and Project Schedule Dan, Steve, See attached information for HP -1. I have noted the single point electrical connection requirements and total weight. An additional weight allowance of 100 lbs. should be included for the filter box and an allowance of 400 lbs should be included for roof mounted ductwork. Please communicate this information with the structural engineer. The budget for HP -1 is $5,400 for the unit itself, not including installation. What is the current schedule for the project? Is the draft schedule dated 7/22/10 still current? What date are we shooting for to complete the drawings? Do you have roof plan in .dwg format? Thanks, Jared Robillard, PE, LEED® AP 8/11/2010 HM CT Replacepient PerggiNDAM L 9/14/2010 Page 14 of 34 Mechanical HARGIS ENGINEERS 600 Stewart Street Suite 1000 Seattle, WA 98101 www.hargis.biz d 1 206.859.5383 .0 1206.448.3376 f 1 206.448.4450 R/11/2010 HMC CT Replacement Permit Submittal 9/14/2010 Page 15 of 34 Rooftop Unit Data ELECTRICAL / GENERAL DATA HMC CT Replacement Permit Submittal 9/14/2010 Page 16 of 34 Electrical t NERAL (2)Ealie) 1MTH HEATER Model WSC048E OversiaedMotor Heaer kW Rai rg : 13.1/1 Unit Opaairg Voltage: 187 -256 MCA NA Sage 2 679.9 Una Primay Voaage 208 MFS: NA MCA: 72 Una Secondary Voltage: 230. M>ca MA MFS 80 0'80.0 • Una Hertz: 60 MCS 801,80_ Una Phase: 3 SEER 130 Standard Moto Field Irstdled Oters¢ed Mota Ovesized Motor Field Iratd led O%era zed Mottr Minimum Circuit Anpadty: 27.5 MCA t4A MCA: MCA MacmumFuse Sze: 40.0 MFS: NA MFS MFS: Maximum (HACR) araitBreaker. 4Q0 MCB: MA M®: MCI INDOOR MOTOR Sardard Motor Outsized Motor Field Instated Oversized Motor Umber: 1 Nunber: N/A !Amber: N/A Motor Speed (RRM): 1.0 Motor Speed (RRM): N/A Motor Speed (RRM): N/A Hbrsepowa: — Horsepower. N/A Horsepower: N/A • Phase: 3 Phase: N/A Phase: N/A FJI Load Amps 5A Full Load Amps N/A R/1 Load Amps N/A Locked Rotor Amps: 322 Looted RotarAmps: N/A Locked Rota Amps: N/A COMPRESSOR arcuit 1/2 OUTDOOR M 3rOR !Amber: 1 Nunber. 1 Horsepower: 38 • Horsepower. 0.40 Phase: 3 Mdor Speed (RRM): 1075 Rated Load Amps: 16.0 Phase: 3 Locked Rotor Amps: 91.0 FuD Load Amos: 2.5 Lcoked Rotor Amps: 6.6 POWER EXHAUST ACCESSORY (3) R LTERS REFRIGERANT (2) (FieldInstaed Power Exhaust) - Type R410 Phase: N/A I-brsepowe: N/A Yes Fadory Chage Motor Speed (RPM): N/A Fu ri Um shed 2 Cir tit #1 9.41b FJI Load Amps: N/A Recanmatded 20.5301(1° Cirut tit N/A Locked Rotcr Amps: N/A NOTES: 1. Maximum (HACR) C'vcua Breaker sizing is for install a.irnsinthe thiled States only.. 2 Refrigerant charge is an approxi mate vaue Fora more precise vaue see unit nameplate and senice instrudims 3. Vale does not include Power Exhaust Accessory. 4.Vdueirx:ludes oversized mdor. 5. Vale dates not indude toyer ExhaustAcessory. 6. EER is raed a ARI conditions and in accordance vith DOE lest procedures. Page 4 tri-j,tt W--A10 PACKAGED HEAT PUMP CORNER WEIGHT (Weight HMC CT Replacement Permit Submittal 9/14/2010 Page 17 of 34 INSTALLED ACCESSORIES NET WEIGHT DATA NOTE: 1. CORNER WBGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LOS TO NET WEIGHT. 3. BASIC UNIT WBGHT DOES NOT INCWDE ACCESSORY WBGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNT WEIGHT. 4. WEIGHTS FOR OPTIONS NDT USTED ARE >5 LBS. PACKAGED HEAT PUMP RIGGING AND CENTER OF GRAVITY Page 5 ACCESSORY WEIGHTS ECONOMIZER 26.OIb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC REUEF • OVERSIZED MOTOR WA BELT CRIVE MOTOR POWER EXHAUST N/A HEATER 15.01 b THROUGHT TI-E BASE ELECTRICAL CROPS) 8.0 lb UNT MOUNTED CIRCUT BREAKER (FOPS) UNT MOUNTED DISCONNECT (FIOPS) 5.01b POWERED CONVENENCE OUTLET (F D PS) HNGED DOORS (F IO PS) 10.0 I b HAIL GUARD SMOKE DETECTOR, SUPPLY / RETURN ROOF CURB 61.0Ib BASIC UNIT WEIGHTS CORNERWEIGHTS CENTER OF GRAVITIY SHIPPING NET 181.0 lb © 115.0 [b (E) LENGHT (F) WIDTH 600.0 Ib 525D lb 109.0 Ib ,✓ 119.0113 29' 20" NOTE: 1. CORNER WBGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LOS TO NET WEIGHT. 3. BASIC UNIT WBGHT DOES NOT INCWDE ACCESSORY WBGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNT WEIGHT. 4. WEIGHTS FOR OPTIONS NDT USTED ARE >5 LBS. PACKAGED HEAT PUMP RIGGING AND CENTER OF GRAVITY Page 5 mow HMC CT Replacement Permit Submittal 9/14/2010 Page 18 of 34 CLEARANCE F ROM TOP OF UNIT 7T CLEARANCE 36" CLEARANCE 36" PACKAGED COOLING CLEARANCE 40" 68 3/16" DOWNFLOW -ROOF OPENING CLEARANCE 37" 44 1/2" Page 6 HMC CT Replacement Permit Submittal 9/14/2010 Page 19 of 34 ACCESSORY -ROOF TOP CURB 2215/16 " -- a1 14 9/16" 61 3W 16 3/4" 1" 1713/16" 26 3/16' ACCESSORY -ROOF TOP CURB Page 7 EVAPORATOR SECTDNACCESS PANEL CONDENSATE DRAN (ALT) 3/4' -14 NPT DAI. HOLE 35% --{ r— 14" 9 1/4" x-15 1/2 "-- 4" I 24" RETURN 4916" r- 231,2" -0 - THROUGH THE LASE CONDENSATE UNIT CONTROL WRE 7/8" DIA. HOLE SERVICE GAUGE PORT ACCESS 13 /8 "DIA. FO LE UNIT POWER WRE CONTROL AND COW RESSOR ACCESS PANEL 2" ELECTRCAL CONNECTIO N (SINGLE POINT POIAER WHEN HEAT INSTALLED) ISOMETRIC- PACKAGED COOLING THROUGH THE BASE ELECTRICAL (REQUIRES FACTORY INSTALLATION) 2 13/16" 4 7/8"— 51/16" DOWN FLOW -PEN ETRATI ON H OR IZ ON TAL- PENETRATION 3 11/16' /4" /4" 16" AIR FLOW 361/4" 4 V '. ti ; • RETURN 231 SIP PLY 7 143/4" CONDENSATE 171/4" 697/A" 87/8 "r= - 131/4' - - 33 H OR IZ ON TAL- PENETRATION 3 11/16' /4" /4" 16" AIR FLOW 361/4" RIGHT - PACKAGED COOLING HMC CT Replacement• Permit Submittal 9/14/2010 Page 20 of 34 HORIZONTAL AIR FLOW Page 1 u ; • .�. w. yaav:;w,. Vk RIGHT - PACKAGED COOLING HMC CT Replacement• Permit Submittal 9/14/2010 Page 20 of 34 HORIZONTAL AIR FLOW Page 1 HMC CT Replacement Permit Submittal 9/14/2010 Page 21 of 34 Check Existing Joist for Added Weight of Unit `- __ - f � "_ Via. x *WI., " f collons smith structural engineers 45 Front Steet N • Suite F -3 Issaquah, WA 98027 p:425.369.1101 • f.425.369.1157 HMC CT Replacement Permit Submittal 9/14/2010 Page 23 of 34 Ght�w vilm17;si° 4/v 1 _Rif J 00 061- USA' Porr- PO O7 ?gyp , • ON/ (5) 4- 2C%% ' 07/ tkiip 91A , 0 tr (6f) izr Tif— * /90 tie4G Mis PO , k- e//i7'I SAiazv eamevr (22.$) =X040 Mao t4)aj = , 2r )4, /8l - 4111 ,4431 ,lb� collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p:425.369.1101 f 425369.1157 HMC CT Replacement Permit Submittal 9/14/2010 Page 24 of 34 ehea- bX/ dztsf jCw 174- el 44 1 41-14- /4,4111. V-er/ aV/ozu ,f,67.- • /16, IP • 7/ ,1 /4/5/9/11 qk:01/lj gfi 4- /S o/z- de./ *ig/ a5e,0 STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H. SERIES HMC CT Replacement Permit Submittal Based on Allowab��a9 rr oQf 0,000 PSI Adopted by the Steel Joist Institute and American Institute of Steel Construction Inc The black figures in the following. table give the TOTAL-safe.. - uniformly distributed- load- carrying capacities. in pounds per linear foot, of H- Series Steel Joists. The weight of DEAD loads, including the Joists, must be deducted to determine the LIVE load- carrying capacities of the joists. . The.Ioad table. rna_y--be. used for_parall_el chord joists installed to a maximum slope of 1/2 inch per foot. The figures shown in blue in this load -table are the LIVE loads per linear foot of joist which will produce an approxi- mate deflection of 1/360 of the span. LIVE loads which -will produce a deflection of 1/240 of the span .may. be - .. Oc Cr 1, 1974 obtained-by multiplying the figures in blue by 1.5. In no case shall the total load capacity of the joists be exceeded.* Tests on steel joists designed in accordance with the Standard Specifications have demonstrated that the Stan- dard Load Tables are applicable for concentrated top chord loadings (such. as are_developed in bulb -tee roof construc- tion) when the sum of the equal concentrated top chord loadings does not exceed the allowable uniform loading for the joist type and span and the loads are placed at spacings not exceeding 33" along the top chord. LOADS ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. Joist Designation 8H3 10113 10H4 12H3 12114 12115 12H6 H3 14H4 1411 14116 14117 - 16114 16115 16116 16117 16118 Nominal `Depth (in.) 8 10 10 12 12. 12 12 4 14 4 14 14 16 16 16 16 16 Resist Moment (in: lbs.) 91,000 116,000 148,000 140,000 180,000 222,000 260,000 165,000 212,000 259,000 307,000 369,000 221,000 289,000 344,000 413,000 478,000 Max. End React. (Ibs.) 2400 2500 2800 2800 3200 3600 3900. 3200 3500 3800 4200 4600 3800 4300 4600 4900 5200 }Approx. Wt. (Ibs. /ft.) 5.0 5.0 6.1 5.2 6.2 7.1 8.2 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 Span in Feet 8 600 9 533 10 • 480 460 500 560 11 436 345 455. 509' 12 400 266 417 467 467 533 600 650 13 359 209 385 337 431 417 431 492 554 600 14 310 167 357 270 400 334 400 393 457 514 557 457 500 543 600 657 15 - - 270 -136 333 219 . 373 271 373 320 427 418 480 520 427 467 507 560 613 16 232 112 302 181 350 223 350 264 400 345 450 : 404 488 480 400 366 438 475 525 575 475 538 575 613 650 17 268 151 329 186 323 220 376 287 424 337 459 400 • 376 305. 412 398 447 494 541 447 506 541 576 612 18 239 127 305 157 288 185 356 242 400 284 433 337 340 257 389 . 336 422 393 467 511 422 413 478 511 544 578 19 214 108 273 133 259 157 332 206 379 241 411 286 305 218 368 285 400 334 442 399 484 470 400 351 453 432 484 516 547 20 193 92 247 114 233 135 300 177 360 207 390 ' 246 275 187 350 245 380 287 420 342 460 403 368 301 430 370 460 437 490 520 21 212 117 272 152 336 179 371 212 249 162 320 212 362 248 400 295 438 348 334 260 410 320 438 377 467 454 495 22 193 101 248 133 306 155 355. 185 227 141 292 18 345 215 382 257 418 302 304 226 391 278 418 328 445 395 473 454 23 176 89 227 116 280 ' 136 328 162 208 123 267 161 326 189 365 225 400 265 279 198 364 243 400 287 426 346 452 398 24 162 78 208 102 257 120 301 142 191 108 245 142 300. 166 350 198 383 233 256 174 334 214 383 253 408 304 433 353 25 176 96 226 125 276 147 327 175 368 206 236 154 308 190 367 224 392 269 416 310 26 163 85 209 111 255 131 303 156 354 183 218 137 285 169 339 199 377 239 400 275 27 151 194 117 281 164 202 151 177 363 246 28 140 68 180 .89 220 104 261 125 314 147 188 110 246 135 293 159 35D 192 371 220 29 175 99 229 121 273 143 327 172 359 198 30 ' 164 89 214 110 255 129 306 156 347 179 31 153 . 81 200 99 239 117 287 141 332 162 32 144 74 188 90 224 ' 107 269 128 311 148 See page 20 for notes 1.9 Sid? *lie (WO 5(1/2 -(90d -tw A9/f;,,e44V In*Y196/14561 1 if( .6/41 wit/ 17/7 s4,,zap e)giy,17447-7aatrt -71A(1-Q L •L, W-11/4-0 bnenia--??* er_to c/e; Iruei qt • _ owe cat-A /Lt-- glffro -t/Vi'? Taw ati ide9 194/0/461 1.1 WO, COM HMC CT Replacement Permit Submittal 9/14/2010 Page 27 of 34 New Concrete Roof Opening cof Ions + smith structural engineers 485. Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f:425.369.1157 HMC CT Replacement Permit Submittal 9/14/2010 Page 28 of 34 oPevi41 ivy : 42 # . c/o 'o 60e, saw g,W ' g's" . ASS x say ,/Z� -<,/= .7 4)71r/e �r� -. , /?-°o (9.$)74 H /,.4 ///ter //// ili2; l5 4ZL sf ea16 s Aler /we-7m/, 41m Pig// #00 41e4 V71-07 9fM/ets e9P ‘;7 4 /s_ (7X/tip- 4641- 9 96T-14rpPik / "l40 r'0l - s; 9r4 k 9h 2 0 //93 /fri /gen � L 1444V. Vt. tOp .0, #40 ec-to +.0/1s "?'' .m2d" «ellons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 f 425.369.1157 HMC CT Replacement Permit Submittal 9/14/2010 Page 29 of 34 Nw dDNG lei OF'M/,V, me:•0170eci4-/s.-- zob? ,Pb ° /,9' ('t ; q ie fir; P4 -1 11) Aft0 51/1.11.5 RP? dis4t,t/6 (1-t44wf) i; 1 Ieuiwgns 3nwad 4uawaoeldaa 1.0 3WH 71-10 601 --°f HMC CT Replacement Permit Submittal 9/14/2010 Page 31 of 34 Existing Building Structural Drawings c' 1 0SIVONV s ,51=U:11=tt..7 1:11. OC! Wor As ( 1 ; 0 . 4 PS40.. 03-0, 5074 I. Ned' -117/11711.P'"""0...4T-r?.1" _VV-10, SV,C, ssve Nss.n.0 ;;Lecril L • , CL0=gs 'Y I aMsva t I 4(0,16.66i IP., • = • 0^10,144 GUC.. wasss3. ov•p 1.10+, 00.4. .0! ...5-ras00v. LAt !lb ,••• • - • • . ■•■• s„, PS! ;ss. 4.4 VIM Sq. :-71- 1"1 SECT.91'. F ..es w,sr • 40, Cheff COWL PO...VW, 2 NV,/ os.1,6,42. 1 _1 — FeSS-^,0 folislvs..0. -080 600, 0v-ru.U. Isles” 0.47,11.. 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H 13< • 0/7747'77144:1 forec;..""t1741) N01.1.79 Vit3,744:t44., .70,0-,0414.1.1.71\ , .0,7414.,4 1,1 =r•ITS .01,11,11.,,0;14 g I.1:7=JS 1*41 •3 939913 ' .■207A-WA Zrail..ncap ‘••&7401VZ Noij..9g.g claw.) •••aven•e,,,,, "MA (,047. -44,702,40.0 )477 -0777-77r. .4311,744:04 Crirlia7P - ‘407.1.4 '717.,JY/ -477 /40•471(1, • • October 27, 2010 1 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Rick Zehner 5005 3rd Av S Seattle, WA 98134 RE: Correction Letter #1 Development Permit Application Number D10 -277 Highline Medical Center —12844 Military Rd S Dear Mr. Zehner, This letter is to inform you of corrections that must be addressed before your development 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, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -277 W:\Permit Center \Correction Letters\2010\D10 -277 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 18, 2010 Project Name: Highline Medical Center Permit #: D10 -277 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The engineering specifies bolting and welding of additional structural steel members. Provide a special inspection table that specifies all special inspections for this project. 2. The code data on the cover sheet references correct building codes, however on M 0.2 Non - structural Mechanical Component Notes, the outdated 2006 Building code notes are referenced. Revise the notes to reference the current 2009 codes with changes to the code language to be consistent with the current building codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ID PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -277 DATE: 11/10/10 PROJECT NAME: HIGHLINE MEDICAL CENTER SITE ADDRESS: 12844 MILITARY RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 11� lvI N/C Lining Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/16/10 Complete Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/14/10 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 • ' art PLAN REVIEW • R PYrING SLIP ACTIVITY NUMBER: D10 -277 DATE: 10 -13 -10 PROJECT NAME: HIGHLINE MEDICAL CENTER SITE ADDRESS: 12844 MILITARY RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MEN : uilding ivion WUN Public Works lo'�s1�0 IY1- 1o.414. Ia ire Prevention Planning Division Structural ❑ Permit Coordinator L�l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 10-14-10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 14j REVIEWER'S INITIALS: Please Route Structural Review Required No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-11-10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: (n' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: (M'` Documents /routing slip.doc 2 -28 -02 • City of Tukwila Steven RI Aluiiet. Mayor Department of Community Development 6300 Southcenter Boulevard, Suite 4 100 -Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htip:i /www.ci, tukwi/a. wa. us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals !must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D 10-277 ❑ 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: Highline Medical Center Project Address: 12844 Military Rd S (I1ry Q- IAZIJeE NOV 10 2010 PERMRCE Contact Person: Phone Number: Summary of Revision: : Draw rte A B, 1 hc.� 1�eean tie c; ¥ "Cr eAestc,\, Nib de s 0\12.40% ,. 1v\spec,4 vsS cw cc1 ay.c., rcAri re t.A ewe tAeNi- CID INN rnnQM} I. t 1JrGwMc, 1`11 On IncAS loce_A A r xiguc- ret - eN'_cAA ti_ _-} cuxy eM x k 2 r�\ O� Iv►teAry ic,An Ac.I Sa:la Mei C1/4)84. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , AV` Entered in Permits Plus on t<<�ot 10 \applicanons\lbrms- applications on line revision submittal Created: 5 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page 1 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. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI *121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929511574 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 TRAVELERS CAS SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 nd Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS SURETY CO 104702039 01/03/2006 Until Cancelled $12,000.0003/16 /2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/30/2010 CT EQUIPMENT HIGHLINE SPECIALTY CAMPUS TUKWILA, WASHINGTON OWNER CONTACT: DIANNE MUNROE ARCHITECT CONTACT: STEVEN WESCOTT, AIA STRUCTURAL CONTACT: JOHN SMITH, P.E., S.E. MECHANICAL CONTACT: JARED ROBILLARD ELECTRICAL. CONTACT: DOUG FORSLUND PROJECT INFORMATION PROJECT DESCRIPTION: JOB SITE ADDRESS: TAX PARCEL NUMBER: ZONING CLASSIFICATION: PERMITTING AUTHORITY: ARCHITECTURAL SYMBOLS HIGHLINE MEDICAL CENTER 16251 SYLVESTER ROAD SW„ BURIEN, WA 98166 NACIARCHITECTURE 2201 SIXTH AVENUE, SUITE 1405, SEATTLE, WA 98121 (206) 441 -4522 COLLONS & SMITH STRUCTURAL ENGINEERS 485 FRONT STREET NORTH, SUITE F -3, ISSAQUAH, WA 98027 (425) 369 -1101 HARGIS 600 STEWART STREET, SUITE 1000, SEATTLE, WA 98101 (206) 448 -3376 HARGIS 600 STEWART STREET, SUITE 1000, SEATTLE, WA 98101 (206) 448 -3376 INTERIOR REMODELING TO THE FIRST FLOOR OF THE WEST WING FOR DIAGNOSTIC IMAGING EQUIPMENT REPLACEMENT. APPLICATION FOR ALTERATIONS TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS WILL BE UNDER SEPARATE PERMIT. 12844 MILITARY ROAD SOUTH TUKWILA, WASHINGTON 98168 162- 304 -9001 0 - OFFICE CITY OF TUKWILA DEPARTMENT OF HEALTH (A` 149B R149B c::DL ROOM NAME cD GRID LINE DOOR IDENTIFICATION' RELITE IDENTIFICATION REVISION MATCH UNE Shaded area is side considered WORK POINT, DATUM POINT, CONTROL POINT DETAIL Upper mark denotes drawing number Lower mark denotes sheet PARTIAL BUILDING SECTION INTERIOR ELEVATION Elevation number denoted in arrow Sheet number denoted in box ROOM IDENTIFICATION CODED NOTE WALL TYPE DASHED LINE Used to denote items hidden, overhead, not in contract (NIC), or to be removed BREAK LINE Material to continue CENTER LINE, GRID LINE PROPERTY LINE LEGAL DESCRIPTION IN THE COUNTY OF KING, STATE OF WASHINGTON: THAT PORTION OF THE NORTH ONE -HALF OF THE NORTH NORTHEAST ONE- QUARTER OF SECTION 16, TWP, 23N, RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF MILITARY ROAD, EXCEPT THAT PORTION OF THE NORTHEAST ONE - QUARTER OF THE NORTHEAST ONE- QUARTER OF SECTION 16, TWP, 23N RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 1. BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 16, DISTANT EAST 561 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE NORTH, AT RIGHT ANGLES 184 FEET, THENCE WEST ON A LINE PARALLEL WITH SOUTH LINE OF SAID SUBDIVISION 225 FEET; THENCE NORTH AT RIGHT ANGLES 210 FEET; THENCE WEST ON A LINE PARALLEL WITH SOUTH LINE OF SAID SUBDIVISION TO THE EASTERLY LINE OF MILITARY ROAD; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF MILITARY ROAD TO AND INTERSECTING WITH THE SOUTH LINE OF SAID SUBDIVISION TO POINT OF BEGINNING. AND EXCEPT THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16, TWP, 23N, RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 2. BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 160 FEET OF SAID SUBDIVISION WITH THE EASTERLY MARGIN OF MILITARY ROAD; THENCE EASTERLY ALONG SAID SOUTH LINE 200 FEET; THENCE NORTHERLY AT RIGHT ANGLES 160 FEET TO THE NORTH LINE OF SAID SUBDIVISION; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EASTERLY LINE OF SAID MILITARY ROAD; THENCE SOUTHERLY ALONG SAID. EASTERLY LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION IF ANY, CONVEYED TO KING COUNTY FOR 128TH STREET, BY DEED RECORDED UNDER AUDITOR'S FILE NO.527460.8. ARCHITECTURAL MATERIALS DETAIL INDICATIONS ACOUSTIC TILE OR BOARD ROOFING BRICK CAULKING OR SEALANT CERAMIC TILE CONCRETE ) PRECAST CONCRETE twarrnmum nmntuuommuy m 11 /11Ltu PLAN INDICATIONS 1 1 1 1 1 1 1 1 CONCRETE MASONRY UNIT EARTH /FINISH GRADE GLASS GRAVEL GYPSUM BOARD INSULATION, BATT INSULATION, RIGID METAL MORTAR, PLASTER, SAND PLYWOOD WOOD, FINISH WOOD FRAMING Continuous member WOOD FRAMING Interrupted member EXISTING WALL NEW STUD WALL NEW CONCRETE MASONRY UNIT NEW CONCRETE NEW BRICK M 164 ARCHITECTURAL ABBREVIATIONS VICINITY MAP mi., NO SCALE REVISIoN3 No changes shall be made to the scope of work without prior approval of Tukwvila Building Division. NOTE: Revisions will require a new plan submittal and mc. inciud HIGHLINE SPECIALTY CAMPUS PROJECT LOCATION. West Wing, 1st Floor Tenant Improvement EXTERIOR MA RIAL STORAGE ARE MATERIAL DELI AT FIRST FLOOR SEPARATE PERMIT REQUIRED FOR eectriati r'lumbb1a Ciao Pfpint City of Tukwila BUILDING DIVISION PLAN NORTH 1 0 T A/C ACOUS AD ADJ ADJT AFF AL ALT ANC APPROX ARCH AUTO BD BET BITUM BLDG BLK BLKG BM BOTT• BRG BUR CAB CB CER CG CJ CLG CLKG CLO CLG CLR CMU COL CONC CONST CONT CORR CPT CT CTR DBL DEMO DF DIA DIAG DIM DP DR DN and angle at centerline channel diameter or round plate pound or number tee air conditioning acoustical area drain adjustable adjacent above finished floor aluminum alternate anchor(age) approximate architectural automatic board between bituminous building block blocking beam bottom bearing built up roof cabinet catch basin, ceramic corner guard control joint ceiling calking closet ceiling clear concrete masonry unit column concrete construction continuous corridor carpet ceramic tile center double demolish, demolition drinking fountain diameter diagonal dimension dampproof(ing) door down EA EJ EL ELEC ELEV EQ EQUIP EW EWC EXH EXIST EXP EXT each expansion joint elevation electrical elevator equal equipment eyewash electric water cooler exhaust existing expansion exterior FA fire alarm FAB fabricate FD floor drain FE fire extinguisher FEC fire extinguisher cabinet. (recessed) FEC -S fire extinguisher cabinet (semi- recessed) FF factory finish FFL finished floor line FIN finish FL floor FLG flooring FLUOR fluorescent FOC face of concrete FOF face of finish. FOM face of masonry FOS face of studs FOSH face of sheathing FP fireproof FT foot, feet GA GALV GL GLZ GMU GYP BD HC HD HDWD HORIZ HT HVAC ID INCL INFO INSUL INT L LAB LAM LKR LT LV JT gauge galvanized glass glazing glazed masonry unit gypsum board handicap (accessible) head hardwood horizontal height heating /ventilating /air- conditioning inside diameter (dim.) include information insulation interior length, long . laboratory laminate locker light, left louver joint MACH MATL MAX MC MECH MEZZ MFR MIN MIR MISC MO MT(D) MTL MUL machine material maximum medicine cabinet mechanical mezzanine manufacturer minimum mirror miscellaneous masonry opening mount(ed) metal mullion N north NIC not In contract NO OR # number NOM nominal NTS not to scale OA oC OD OFCI OFOI OH OHD OPNG OPP ORIG PC PERF PERP PLAM PL PLAS PLYWD PNL PR PREFAB PREFIN PROJ PT PTD PTDR PIN PTR R RCP REBAR RECD REF RF REFR RO RM REQD over -all on center outside diameter (dim.) other furnished contractor installed other furnished owner installed overhead door opening opposite original pre -cast perforated perpendicular plastic laminate plate plaster plywood panel pair prefabricate(d) prefinish(ed) project point, paint paper towel dispenser combination paper towel dispenser & receptacle partition paper towel receptacle riser, radius reflected ceiling plan reinforcing bar received reference roof . refrigerator rough opening room required S SCD SD SECT SHR SHT SHTG SIM SND SNR SPEC SQ SSK SS STD STL south seat cover dispenser soap dispenser section shower sheet sheeting similar sanitary napkin dispenser sanitary napkin receptacle specification square service sink stainless steel standard steel STOR storage STRUCT structural SYS system TB TC TEL TEMP TF THK THRU TM TP TPD TS TV TVB TW TYP UNFIN UNO UR towel bar, tackboard top of curb telephone temporary top of footing thick through top of masonry top of pavement toilet paper dispenser tube steel television television bracket top of wall typical unfinished unless noted otherwise urinal VB vapor barrier VCT vinyl composition tile VER VERT VEST VOL W W/ WB WC WD WOW W/0 WP WSCT WS WT WTR verify vertical vestibule volume west, wide, width with whiteboard water closet wood window without waterproof wainscot weather stripping weight water LOCATION MAP NO SCALE INDEX OF DRAWINGS LE COP1 7 Pe�i�No. ��� I- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize 1 i v:O; ltion of any adopted code or ordinance. Receipt a approved Field Copy and conditions is acknowledged: By Data: /c.;► • City Of lilkwtta BUILDING DIVISION GENERAL G0.1 PROJECT COVER SHEET G1.1 FIRST FLOOR LIFE /SAFETY PLAN ARCHITECTURAL A2.1 FIRST FLOOR DEMOLITION PLAN A3.1 FIRST FLOOR PLAN, WALL TYPES, SCHEDULES A3.2 ROOF PLAN & EXTERIOR DETAILS A5.1 PARTIAL STRUCTURAL ROOF PLAN & STRUCTURAL DETAILS A5.2 PARTIAL BUILDING SECTIONS & INTERIOR DETAILS A7.1 INTERIOR ELEVATIONS, CASEWORK & INTERIOR DETAILS A9.1 FIRST FLOOR REFLECTED CEILING PLAN & CEILING DETAILS MECHANICAL MO.1 MECHANICAL LEGEND MO.2 GENERAL NOTES AND ABBREVIATIONS MO.3 MECHANICAL SPECIFICATIONS MO.4 MECHANICAL SPECIFICATIONS MO.5 MECHANICAL SPECIFICATIONS MO.6 MECHANICAL SPECIFICATIONS MO.7 MECHANICAL EQUIPMENT SCHEDULES M1.1 BASEMENT PLUMBING DEMOLITION PLAN M1.2 FIRST FLOOR PLUMBING DEMOLITION PLAN M1.3 FIRST FLOOR HVAC DEMOLITION PLAN M2.0 BASEMENT PLUMBING PLAN M2.1 FIRST FLOOR PLUMBING PLAN M3.1 FIRST FLOOR HVAC PLAN M5.1 FIRST FLOOR FIRE SUPPRESSION PLAN M6.1 MECHANICAL ROOF PLAN M9.1 MECHANICAL DETAILS ELECTRICAL EO.1 ELECTRICAL LEGEND E0.2 ELECTRICAL SPECIFICATIONS ED1.1 ELECTRICAL DEMOLITION PLAN E2.1 PARTIAL FIRST FLOOR LIGHTING PLAN E3.1 PARTIAL FIRST FLOOR POWER & SYSTEMS PLAN E3.2 PARTIAL ROOF POWER PLAN E9.1 ELECTRICAL ONE -LINE DIAGRAM REVIEWED FOR CODE APPROVED OVED NOV 1 2010 City of Tukwila BUILDING DIVISION tlO-277 RECEIVED OCT 13 2010 PERMIT CENTER U PROJECT COVER SHEET REVISIONS 3785 GISTER t i1 /10 001 CH 1 ri A1 ��'DINE TATE 0 ' • HINGTON (0 N" 0 0 1-- z w w U 0 w z w 0 w U con z O H Z Q ug a. 12844 MILITARY ROAD S NAC No 121 -10017 FILE G0.1 DRAWN KRL CHECKED SRW DATE 9- 10-2010 G 2201 SIXTH AVENUE I SUITE 1405 I SEATTLE WA 98121 -1847 I P: 206.441.4522 I F :206.4421917 11 11 I I • • L 11 11 11 11 11 • 1 0 NEE i® i_ME Ell__ MMC MEE MEi 0 EMI CIE 1 NEE i111 U NEE 111 Iii ENE SEE GSM UU EMI iii IU 1111111 MEE UM IIIA IIC MEE IEi MII RADIOLOGY ROOM 0 TECH SUPPORT RADI ® LOGY ROOM 121 TL HALLWAY DIAGNOSTIC IMAGING RECEPTION 0 PATIENT DRESSING WAITING 0 0 0 0 I .-- --- - -- ® -- muss Hamm - -s , I I :� 1 CORRIDOR ♦_ --- . -.um _. _. -_ -..- ' SSE MU Ohm Iii tSii MAE EEO EMI MEE EMI MEE UII MEE - -- --- as. n ICI AREA OF WORK . - -. - -- ■II 1 1 STORAGE j. 1 1 1 1 OFFICE 1 • 1 1 1 1 1 1 CORRIDOR 1 1 1 1 1 1 1 1 1 <7/ Iii® lr ®.1s1 11111 M M Mal HALLWAY CORRIDOR 1 1 1 4 c 0 u 01 ,pr ME MI IME MI MN\ • WEST WING FIRST FLOOR LIFE /SAFETY PLAN Scale: 1/8" = 1'--O ■ 11 O i 1 16 CODE DATA CONSTRUCTION TYPE: OCCUPANCY TYPE: ALLOWABLE AREA: FIRE PROTECTION: GOVERNING CODES: WEST WING — TYPE II —A (NO CHANGE) GROUP 1 -2: HOSPITAL (NO CHANGE) 90,000 SF FULLY SPRINKLERED PER 903.3.1.1 AND NFPA 13 (NO CHANGE) FIRE ALARM SYSTEM (NO CHANGE) WASHINGTON STATE BUILDING CODE 2009 INTERNATIONAL BUILDING CODE (WAC AMENDMENTS) 2003 ICC /ANSI A117.1 (WAC AMENDMENTS) 2009 INTERNATIONAL MECHANICAL CODE (WAC AMENDMENTS) 2009 INTERNATIONAL FIRE CODE (WAC AMENDMENTS) 2009 UNIFORM PLUMBING CODE (WAC AMENDMENTS) 2008 NATIONAL ELECTRICAL CODE (WAG AMENDMENTS) WASHINGTON STATE NON— RESIDENTIAL ENERGY CODE CITY OF TUKWILA BUILDING AND ZONING CODES NUMBER OF STORIES: 3 (NO CHANGE) FLOOR AREA: AREA OF TENANT IMPROVEMENT = 509 S.F. CODE PLAN GENERAL NOTES 1. SEE FLOOR PLANS FOR DIMENSIONS, WALL TYPE REFERENCES. 2. SEE ELECTRICAL FOR EXIT SIGNS AND EMERGENCY EGRESS LIGHT FIXTURES. 3. WEST WING IS TYPE II —A, FULLY SPRINKLED CONSTRUCTION. QUICK RESPONSE HEADS ARE USED WHERE ALLOWED BY IBC CHAPTER 9. 6. FIRESTOP ' ALL PENETRATIONS THROUGH FIRE —RATED WALL AND FLOOR /CEILING ASSEMBLIES. SEAL PENETRATIONS TO RETAIN THE INTEGRITY OF THE TIME —RATED CONSTRUCTION 7. INTERIOR WALL AND CEILING FINISHES SHALL CONFORM TO IBC SECTION 803.1 AND TABLE 803.4 FOR FLAME SPREAD REQUIREMENTS. FIRE PROTECTION NOTES 1. SEE MECHANICAL DRAWINGS FOR FIRE SPRINKLER SYSTEM ALTERATIONS ASSOCIATED WITH TENANT IMPROVEMENT WORK IN ACCORDANCE WITH IBC 903.1 AND NFPA 13, SPRINKLER DRAWINGS TO BE SUBMITTED BY LICENSED INSTALLER. 2. SEE ELECTRICAL DRAWINGS FOR BUILDING FIRE ALARM SYSTEM ALTERATIONS ASSOCIATED WITH TENANT IMPROVEMENT WORK PER NFPA 72, FIRE ALARM DRAWINGS TO BE SUBMITTED BY LICENSED INSTALLER. 3. FIRE EXTINGUISHERS TO BE PROVIDED ON A MAXIMUM TRAVEL DISTANCE OF 75' TO ANY EXTINGUISHER LOCATION. PLAN LEGEND um No = am ■n EXISTING FIRE PARTITION, 1 HOUR FIRE— RESISTIVE RATING PER IBC 708 I1111111111111111111 1 I EXISTING SMOKE BARRIER, 1 HOUR FIRE— RESISTIVE RATING PER INC 709 NEW FIRE BARRIER, 1 HOUR FIRE — RESISTIVE RATING PER IBC 708 11 I ■ I ■ (� i EXISTING FIRE BARRIER, 2 HOUR FIRE — RESISTIVE RATING PER IBC 706 I OCCUPANCY I OCCUPANCY SUITE (THIS PROJECT) FIRESTOPPING: ALL PENETRATIONS MADE THROUGH FIRE —RATED WALLS, CEILINGS AND FLOOR ASSEMBLIES, BOTH EMPTY HOLES AND HOLES ACCOMMODATING SUCH ITEMS AS DUCTS, PIPES, CONDUIT, ETC. SHALL BE SEALED. PENETRATIONS SHALL BE SEALED TO RETAIN THE INTEGRITY OF THE TIME —RATED CONSTRUCTION BY MAINTAINING AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE, AND GASES, IN ACCORDANCE WITH THE REQUIREMENTS OF IBC SECTION 712 — FIRESTOPPING. MECHANICAL AND ELECTRICAL RELATED PENETRATIONS SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR MAKING THE PENETRATION — SEE MECHANICAL AND ELECTRICAL. tw:L71 REVIEWED FOR CODE COMPLIANCE AIPPRAVFD NOV 19 2010 City of Tukwila BUILDING Divisini" RECEIVE OCT 13 2010 PERMIT CENTER KEY PLAN NOT TO SCALE PARTIAL FIRST FLOOR LIFE /SAFETY PLAN REVISIONS • 3785 , GISTERED RC t EL ,/• LSTATE0 RDINE HINGTON 0 0 1- z w w U 0 w 1- z cw a. 0 w 1— U TECTURE x V GC co; NAC NO 121 -10017 FILE G1 -1 DRAWN SRW CHECKED SRW DATE 9 -10 -2010 2201 SIXTH AVENUE! SUITE 14051 SEATTLE WA 98121 -1847 I P: 206.441.45221 F:206.442.7917 REMOVE BASE & TALL CABINETS g REMOVE WALL MTD UPPER CABINETS REMOVE SHAFT WALL & DUCT, REFER TO MECH LOCK DOOR IN CLOSED POSITION. SEAL ALL EDGES TO PROVIDE AN AIRTIGHT BARRIER 1 - r r I I L _ J PROVIDE NEGATIVE AIR PRESSURE' WITHIN THE ROOM AS REQUIRED TO COMPLY WITH THE HOSPITAL'S INFECTION CONTROL POLICY. �\ AIL J tL- -J J n 11 11 I 1 1 1 1 r G a rd G i II. H H i 0 f b PARTIAL FIRST FLOOR DEMOLITION PLAN REMOVE RECESSED THRU—FLOOR J --BOX. REPAIR OPENING IN CONCRETE FLOOR SLAB PER DETAIL 2/A5.1 REMOVE ENTIRE WALL AND HEADER AT DOOR OPENING REMOVE BY- PASSING DOORS AND OVERHEAD TRACK REMOVE BASE CABINET AND SINK, TEMPORILY CAP UTILITIES, REFER TO MECH Scale: 1 /4" = 1' -0" GYPSUM BOARD SOFFIT TO REMAIN 0 1 2 4 a L il b 1 I I I 1 i II_ I I I I�xy I I I — —r-------t ------ - +---+r==-+---+-- —� I I L_J Tr yL _ 1 I 1 II 1 II L___1+ + F-1 -- , I ! L _ J + — + + J 1 I 1 f I�\ / I I i t �yl i 1 1 v � •\ II 1 1 1 It it 11 1 1 1 11 ___LL________ 1 1 1 1 +1L_______ I I I I I I I I I I I I I I N I I PARTIAL FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN Scale: 1 /4" = 1' -0" 0 1 2 REMOVE WALL WALL — MOUNTED RACEWAY TO REMAIN, TYPICAL REMOVE SLIDING DOORS, FRAME AND FLOOR TRACK. INFILL FLOOR RECESS AFTER REMOVAL OF FLOOR TRACK. FIRE SPRINKLER HEAD TO BE REMOVED, TYPICAL REFER TO MECH PATIENT LIFT RAILS (TYPICAL OF 2) PATIENT LIFT SYSTEM TO REMAIN, REMOVE COMPONENTS AS REQUIRED TO PERFORM WORK OF THIS CONTRACT, PROTECT AND REINSTALL MEDICAL GAS OUTLETS TO REMAIN PER BASE BID, REFER TO MECHANICAL FOR REMOVAL AND REPLACEMENT PER BID ALTERNATE #1 CT LEVELING AND ANCHOR POINTS TYPICAL, REFER TO GE MEDICAL INSTALLATION DRAWINGS FOR FLOOR FLATNESS REQUIREMENT TO CONFIRM FLOOR IS GENERAL DEMOLITION NOTES EQUIPMENT BASE FLOOR PLAN Scale: 1/4" = 1' -0" EQUIPMENT BASE LEGEND AREA OF FLOOR TO BE TRUE, SMOOTH AND LEVEL REFER TO GE MEDICAL INSTALLATION DRAWINGS FCR VERTICAL AND HORIZONTAL TOLERANCES IN THIS AREA. 1. THE DEMOLITION PLAN INCLUDES THE SCOPE OF DEMOLITION WORK REQUIRED PRIOR TO STARTING THE REMODEL WORK, BUT IS NOT INTENDED TO INCLUDE ALL OF THE DETAIL REQUIREMENTS. 2. COORDINATE ALL DEMOLITION WORK WITH ALL TRADES AND REVIEW DRAWINGS FOR EXACT LOCATIONS OF ALL OPENINGS, ETC., PRIOR TO STARTING WORK. 3. ALL EXISTING WALLS, STRUCTURE, DOORS AND OTHER ITEMS TO REMAIN ARE : SHOWN AS SOLID LINES OR INDICATED AS SUCH BY NOTE. ALL STRUCTURAL MEMBERS, SLABS AND ROOF STRUCTURE /DECKS ARE TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL STRUCTURE, WALLS, DOORS, WINDOWS, CABINETRY, EQUIPMENT, FIXTURES, ETC., TO BE REMOVED ARE SHOWN DASHED OR NOTED AS SUCH. REMOVE ALL ACCESSORIES, EQUIPMENT, FIXTURES, FINISHES OTHER THAN PAINT, ETC. ... WHETHER SPECIFICALLY SHOWN OR NOT, UNLESS NOTED OTHERWISE. 4. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DESCRIPTION OF WORK UNDER THOSE SUBCONTRACTORS, INCLUDING UTILITIES AND FIXTURES (I.E., PIPING, DUCTS, LIGHT FIXTURES). 5. INTERIOR WALLS TO BE REMOVED ARE GENERALLY METAL STUD FRAMING WITH GYPSUM BOARD UNLESS NOTED OTHERWISE. 6. REMOVE EXISTING FLOOR FINISH WHERE NEW FINISH IS SCHEDULED, REFER TO ROOM FINISH SCHEDULE. REMOVE TO THE EXISTING CONCRETE `;SUBFLOOR,. UNLESS NOTED OR SCHEDULED OTHERWISE. INFILL, PATCH AND''. REPAIR AS NECESSARY TO PREP FOR NEW FLOORING INCLUDING AT REMOVED WALLS. 7. DOORS SHOWN TO BE REMOVED INCLUDE DOORS, FRAMES, HARDWARE, . STOPS AND ADJACENT FURRING TO FULLY REVEAL ROUGH OPENING. SALVAGE ALL FINISH HARDWARE AND DELIVER TO OWNER. DEMOLITION LEGEND EXISTING WALL TO REMAIN WALL TO BE REMOVED 4 / 1 �i EXISTING DOORS AND FRAME TO BE REMOVED ij EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED AND SALVAGED FOR REUSE. NUMBER REFERS TO NEW DOOR OPENING NUMBER, REFER TO FLOOR PLAN AND DOOR SCHEDULE. I I L J ITEM TO BE DEMOLISHED CODED DEMOLITION NOTES 10 REMOVE ASBESTOS — CONTAINING FLOOR TILE AND ASSOCIATED MASTIC TO CONCRETE SUBSTRATE. REMOVE, HANDLE. CONTAINERIZE AND PROPERLY DISPOSE OF HAZARDOUS MATERIAL PER THE APPROPRIATE WORK PROCEDURES APPROVED BY THE EPA, L&_, AND THE PUGET SOUND CLEAN AIR ENERGY. PREP FLOOR AS REQUIRED FOR NEW FLOORING. 20 TEMPORARY CONSTRUCTION, ACCESS DOOR & DUST BARRIER. INSTALL BARRIER FULL HEIGHT AND SEAL BARRIER TO SURROUNDING FLOOR, WALLS, CEILING, AND ALL PENETRATIONS TO PROVIDE AN AIRTIGHT ENCLOSURE. CI REMOVE LAY —IN PANEL CEILING SYSTEM GRID AND REMOVE MECHANICAL AND ELECTRICAL ITEMS AS REQUIRED FOR NEW WORK. *Ow-. IT7 CT BASE PLATE, SUPPLIED AND INSTALLED BY GE MEDICAL SYSTEM ORIENTATION POINT REFER TO DRAWING A3.1 REVIEWED FOR CODE COMPI ANC E APPFHW ED NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER KEY PLAN NOT TO SCALE FIRST FLOOR DEMOLITION PLAN REVISIONS 5 785 ISTERED D� 1 _L r STATE OF HINRDINE N GTO CT EQUIPMENT REPLACEMENT, ROOM 164 W 1- V W 1` V cc cor20 NAC NO 121 -1 001 7 FILE A2 -1 DRAWN SRW CHECKED SRW DATE 9-10 -2010 A 2.1 CORRIDOR CORRIDOR STORAGE J BSA 20' -10" VERIFY •CLEAR INSIDE FACE TO INSIDE FACE TALL STORAGE CABINET (F010) it/-- OFFICE HALLWAY CG 1 6' -4" GE SYSTEM ORIENTATION POINT AT FLOOR ^ CT EXAM ROOM D 71 1� XC// ( 164 1 'Z 1 V �//� ././.Iii ArIi/ .. / / / / /gr//.N. IP Ire J�A�,. Arrwas e. 2 'PM/ ..o.emowaz.crArArzczozorzi II 2C CONTROL ROOM 165) a 10 0 0 /G 7 PARTIAL FIRST FLOOR PLAN CLEAR INSIDE FACE TO INSIDE FACE 1 PARTIAL SYSTEM UPS BID ALTERNATE #2, REFER TO ELECT WORKSTATION (F010) SOLUTION WARMER (F010) INJECTOR CONTROL (F010) Scale: 1 /4" = 1' -0" 0 1 2 8 GENERAL NOTES 1. VERIFY ALL EXISTING CONDITIONS. 2. GRID LINES ARE FOR REFERENCE ONLY. 3. WALL CONSTRUCTION: REFER TO WALL SYMBOL LEGEND AND NOTES ON DRAWING A3.1 4. DIMENSIONS SHOWN ARE TO: FINISH FACE OF EXISTING WALLS CENTERLINE OF NEW WALLS AND DOOR OPENINGS 5. REFER TO DEMOLITION PLANS FOR SALVAGE AND /OR RELOCATED ITEMS. 6. PROVIDE BLOCKING 0 TOP AND. BOTTOM OF NEW AND REINSTALLED CASEWORK, SHELVING, COUNTERTOPS, AND MISCELLANEOUS ITEMS. PROVIDE BLOCKING IN WALLS, REFER TO DETAIL 5/A5.2. PATCH, FINISH, AND REPAINT EXISTING WALLS WHERE BLOCKING IS INSTALLED. INSTALL LEAD -LINED GYPSUM BOARD WHERE REQUIRED. GENERAL WALL NOTES 1. WALL TYPES ARE DESCRIBED ON THIS SHEET. THE DESIGNATED WALL TYPE CONTINUES THE FULL LENGTH OF A ROOM OR AREA INCLUDING ANY JOGS OR ANGLES, UNLESS NOTED OTHERWISE. 2. A WALL BEING PATCHED OR EXTENDED SHALL BE PATCHED, FINISHED AND PAINTED FOR ITS ENTIRE LENGTH TO THE NEXT INTERSECTING WALL OR 90' CORNER. 4. CONTRACTOR TO PROVIDE ALL NECESSARY BACKING FOR NEW WALL TO MATCH EXISTING WALL THICKNESS AT IN FILL LOCATIONS. 5. REFER TO ROOM FINISH SCHEDULE FOR WALL FINISHES. PROVIDE BASE AT ALL NEW OR PATCHED WALLS. 6. SEE SHEET A5.2 FOR TYPICAL RADIATION SHIELDING WALL DETAILS AND TYPICAL FIRE -RATED PENETRATIONS DETAILS. 7. ALL INFILLS 0 WALLS SHALL BE FLUSH ON BOTH SIDES. FINISHES SHALL MATCH SURROUNDING WALLS. 8. ALL EXISTING FINISHES THAT ARE MARRED, SCRATCHED, GOUGED, OR DAMAGED WHILE EXECUTING THE WORK IN THIS CONTRACT ARE TO BE REPAIRED AND MATCH SURROUNDING FINISHES AND MATERIALS. PATCH AND FILL ALL HOLES AND PREVIOUS ANCHOR POINTS 0 WALLS AND FLOORS WITH LIKE MATERIAL. 9. ALL SIGNAGE AND IDENTIFYING DEVICES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 10. COORDINATE WITH MECHANICAL AND ELECTRICAL FOR REQUIRED CORE DRILLING. 11. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL WORK. COORDINATE DEMOLITION OF NEW WORK AND PATCHING WITH MECHANICAL AND ELECTRICAL. SEAL AROUND ALL THROUGH WALL PENETRATIONS. REFER TO DRAWING A5.2 FOR TYPICAL DETAILS. WALL SYMBOL LEGEND WALL TYPE AND SUBSTRATE MODIFIERS SHEATHING MODIFIERS OR EXTERIOR FINISH (THIS SIDE OF WALL) HEIGHT OF ADDED SHEATHING /FINISH DENOTES NO ACOUSTICAL INSULATION SHEATHING MODIFIERS (OPPOSITE SIDE OF WALL) SUBSTRATE MODIFIERS 1. EXISTING 31/2" METAL STUD FRAMING 0 16" 0.C. MAX., VERIFY SUBSTRATE PRIOR TO PROCEEDING WITH WORK. 2. EXISTING 1" METAL FURRING ON CONCRETE WALL. 3. 21" METAL STUD FRAMING 0 16" 0.C. MAX. SHEATHING MODIFIERS A. EXISTING %" GYPSUM BOARD, TYPE 'X' B. EXISTING %" GYPSUM BOARD, TYPE 'X', WITH LEAD LINING. CONFIRM THAT LEAD IS INSTALLED FROM FLOOR TO 7' -0" ABOVE FLOOR. REPAIR ALL HOLES AND PENETRATIONS IN THE LEAD LINING WITH 1.58 mm LEAD. C. Vs" GYPSUM BOARD, TYPE 'X' D. W GYPSUM BOARD, TYPE 'X', WITH 1.58 mm LEAD LINING. EXTEND LEAD LINING FROM FLOOR TO 7' -0" ABOVE FLOOR. ROOM NO ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING MAIL FIN CLR FIN CLR MAIL FIN CLR MATL FIN CLR MAIL FIN. MAIL FIN CLR MAIL FIN CLR CODED NOTES PLAM ROOM NO 164 CT EXAM ROOM (E) CONC VCT 2.1 RB 4.1 (E) GYP PT 6.2 (E) GYP PT 6.1 (E) GYP PT 6.1 (E) GYP PT 6.1 APC FF 8.1 7.1, 7.2 164 165 CONTROL ROOM (E) CONIC VCT 2.1 RB 4.1 (E) GYP PT 6.1 (E) GYP PT 6.1 (E) GYP PT 6.1 (E) GYP PT 6.1 APC FF 8.1 165 FINISH SCHEDULE GENERAL NOTES 1. AN ASTERISK ( *) IN THE FINISH SCHEDULE REFERENCES CODED NOTES IN THE REMARKS COLUMN 2. ALL FLOORING AND COLOR TRANSITIONS, WHERE REQUIRED, SHALL BE CENTERED UNDER DOOR. 3. PAINT ALL DOOR AND RELITE FRAMES TO MATCH FRAME COLOR 6.3, UNLESS NOTED OTHERWISE. ABBREVIATIONS. AL APC BF CLR CONC CPT CT EM EP EXIST EX (E) E FWC FF FIN GL GYP H MATL ALUMINUM ACOUSTICAL PANEL CEILING BOTTOM OF FRAME COLOR CONCRETE CARPET CERAMIC TILE ENTRY MAT EPDXY PAINT EXISTING EXISTING EXISTING FABRIC WALL COVERING FACTORY FINISH FINISH GLASS GYPSUM BOARD HINGE (JAMB) MATERIAL PL PR PWP PT RB RST RT SLR S SS STL STN UNO UPT VCT TTFF C WD PLASTIC LAMINATE PAIR OF DOORS PLASTIC WALL PROTECTION PAINT RUBBER BASE RUBBER STAIR TREAD RUBBER TILE SEALER STRIKE (JAMB) STAINLESS STEEL STEEL STAIN & VARNISH UNLESS NOTED OTHERWISE UNGLAZED PORCELAIN TILE VINYL COMPOSITION TILE VINYL WALL COVERING TOP OF FRAME WOOD ROOM FINISH CODED NOTES 10 SKIM COAT OVER THE ENTIRE GYPSUM BOARD SURFACE TO PROVIDE A LEVEL 4 FINISH FINISH KEY RESILIENT FLOORING 2.1 VCT (12" x 12 ") - MANNINGTON COLORPOINT: COLOR 610 'CLOUD BLUE' BASE 4.1 RB (6" COVE W/ TOE) - JOHNSONITE: COLOR 45 'SANDELWOOD' WALL COVERING 5.1 VINYL - NOT USED PAINT 6.1 GENERAL WALL (SATIN) - MILLER: COLOR SS 80069 'CHINA DOLL' 6.2 ACCENT WALL (SATIN) - MILLER: COLOR TO MATCH SHERWIN WILLIAMS SW6248 'JUBILEE' LRV 46% 6.3 DOOR / RELITE FRAME (SEMI - GLOSS) - MILLER: COLOR SS 80038 'KNUBBY WOOL PLASTIC LAMINATE 7.1 GENERAL HORIZONTAL- FORMICA: COLOR 7694 -58 'SKY TERRA' 7.2 GENERAL VERTICAL - FORMICA: COLOR 7011 -43 'AFRICAN UMBA' ACOUSTICAL PANEL CEILING 8.1 APC (24x48x % ") - ARMSTRONG CORTEGA: #823 FIRE- RATED, COLOR WHITE . GE MEDICAL SUPPLIED EQUIPMENT SCHEDULE ROOM NO ITEM NO EQUIPMENT DESCRIPTION OTHER FURNISHED OTHER INSTALLED (OM) OTHER FURNISHED CONTRACTOR INSTALLED (OFCI) ROUGH -IN BY CONTRACTOR NOTES 164 420, POWER DISTRIBUTION UNIT YES YES - 165 OPERATOR'S CONSOLE / COMPUTER YES YES - 165 CB OPERATOR'S CHAIR YES - - 164 STORAGE CABINET YES - - 164 41E0 CT LJGHTSPEED PLUS YES YES - 164 et PATIENT TABLE YES YES - to REVIEWED OR COMPLIANCE CODE AIPPPIlVFD NOV 19 2Q10 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER NOT TO SCALE FIRST FLOOR PLAN WALL TYPES & SCHEDULES © REVISIONS 5785 GISTERE C DANIEL STATE 0 ARDINE SHINGTON C (0 0 O 1- z -J w w 0- w 1- Z we o. a w U U U w oo O cc F- J •:t• N r W D 1- u W 1- NAC NO FILE DRAWN CHECKED DATE 121 -10017 A3 -1 SRW SRW 9 -10 -2010 i 0 w g 3.1! HVAC UNIT, REFER TO MECH EXISTING ROOF DRAIN, PROTECT 0 OA INTAKE NOTE: REFER TO DRAWING A5.1 FOR PENETRATIONS AND IMPROVEMENTS TO EXISTING ROOF STRUCTURE EXPOSED DUCTWORK, REFER TO MECH GALVANIZED SHEET METAL DUCT ENCLOSURE NEW ROOF PENETRATION COORDINATE WITH MECH r EXISTING ROOF CURB, 16" H. OUTLINE OF CT EXAM ROOM BELOW L_, EXISTING COMBUSTION AIR OUTLET EXISTING HVAC UNIT EXISTING CURB EXISTING EXPOSED DUCTWORK EXISTING HVAC UNIT EXISTING EXHAUST VENT REPAIR ROOF DECK 0 REMOVED VENT, SEE MECHANICAL EXISTING ROOF DRAIN. PROTECT PARTIAL ROOF PLAN. - WEST & EAST WING Scale: 1 /8" = 1' -0" 0 0 ROOF PLAN GENERAL NOTES z.. 0 z 0 FLASHING 'HEIGHT EQUIPMENT, REFER TO MECH. GALV. SHEET METAL FLASHING RECEIVER REMOVABLE GALV. SHEET METAL COUNTERFLASHING, SOLDER CORNER JOINTS NAILER AND SEALER STRIP SUPPLIED WITH CURB EQUIP. CURB BY EQUIP. MFR. TREATED WOOD CANT MEMBRANE BASE FLASHING EXIST MEMBRANE ROOF EXIST RIGID INSULATION, VERIFY THICKNESS EXIST ROOF DECK TREATED WOOD NAILER CUT INTO RIGID INSUL EXISTING ROOF JOIST 1. CONTRACTOR SHALL VERIFY EXISTING ROOF INSULATION, COVER BOARD AND MEMBRANE TYPE. ROOFING MANUFACTURER TO VERIFY COMPATIBILITY OF NEW ROOF SYSTEM WITH THE EXISTING ROOF SYSTEM. 2. PATCH AND REPAIR ALL EXISTING ROOFING DISRUPTED OR DAMAGED BY CONTRACT WORK. 3. VERIFY DEPTH OF EXISTING INSULATION AND COORDINATE HEIGHTS OF ROOF AND EQUIPMENT CURBS. 4. VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ::;REPORT ANY DISCREPANCY BETWEEN DIMENSIONS FOUND IN THE FIELD AND DIMENSIONS SHOWN ON DRAWINGS TO THE ARCHITECT. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL. 6. ROOFERS ARE TO WORK AROUND EXISTING ROOFTOP PIPES AND EQUIPMENT WHICH REMAINS. REMOVE AND RESET EXISTING BLOCKING AS REQUIRED TO INSTALL NEW ROOF. 7. COORDINATE WITH MECHANICAL FOR LOCATIONS AND SIZES OF ROOF PENETRATIONS. 8. COORDINATE WITH ELECTRICAL FOR LOCATION OF NEW AND RELOCATED ELECTRICAL SYSTEMS. SET ELECTRICAL CONDUIT SUPPORTS WITH MASTIC COMPATIBLE WITH ROOFING. 9. UPON COMPLETION OF CONTRACT ROOF WORK REMOVE ALL DEBRIS AND FASTENERS. CLEAN STRAINERS ON DRAINS ADJACENT TO CONTRACT 'WORK. 0" NOMINAL GALV. SHEET METAL ENCLOSURE, CROSSBREAK OR SLOPE FOR DRAINAGE GALV. SHEET METAL FLASHING RECEIVER REMOVABLE GALV. SHEET METAL COUNTERFLASHING, SOLDER CORNER JOINTS 2x TREATED WOOD CURB TREATED WOOD CANT MEMBRANE BASE FLASHING EXIST MEMBRANE ROOF EXIST RIGID INSULATION EXIST CONCRETE ROOF DECK TREATED WOOD NAILER CUT INTO REGID INSUL ROOF PENETRATION ENCLOSURE SCALE: 3 " =1' -0" RF001 f GALV. METAL DUCT SUPPORT SET ON NEOPRENE PAD, BOLT TO CURB EXPOSED DUCTWORK REFER TO MECH FOR UTING AND SUPPORT L0 j!ONS GALV SHEET`METAL RECEIVER W/ R'MOVABLE COUNTERFLASHING . ............ (3) TREATED 2x WOOD CURB, SIMILAR TO DETAIL 2/A3.2 TREATED WOOD CANT MEMBRANE BASE FLASHING DUCT SUPPORT CURB SCALE: 1-1/2"=1'-0" 2.7ri REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER KEY PLAN NOT TO SCALE PARTIAL ROOF PLAN EXTERIOR DETAILS © REVISIONS co 0 Oa. cc Z W W U W H Z W d C� w H U u W 0 Ie 2 N TECTURE ci; NAC NO FILE DRAWN CHECKED DATE 121 -10017 A3 -2 SRW SRW 9 -10 -2010 max, EQUIPMENT, REFER TO MECH. GALV. SHEET METAL FLASHING RECEIVER REMOVABLE GALV. SHEET METAL COUNTERFLASHING, SOLDER CORNER JOINTS NAILER AND SEALER STRIP SUPPLIED WITH CURB EQUIP. CURB BY EQUIP. MFR. TREATED WOOD CANT MEMBRANE BASE FLASHING EXIST MEMBRANE ROOF EXIST RIGID INSULATION, VERIFY THICKNESS EXIST ROOF DECK TREATED WOOD NAILER CUT INTO RIGID INSUL EXISTING ROOF JOIST 1. CONTRACTOR SHALL VERIFY EXISTING ROOF INSULATION, COVER BOARD AND MEMBRANE TYPE. ROOFING MANUFACTURER TO VERIFY COMPATIBILITY OF NEW ROOF SYSTEM WITH THE EXISTING ROOF SYSTEM. 2. PATCH AND REPAIR ALL EXISTING ROOFING DISRUPTED OR DAMAGED BY CONTRACT WORK. 3. VERIFY DEPTH OF EXISTING INSULATION AND COORDINATE HEIGHTS OF ROOF AND EQUIPMENT CURBS. 4. VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ::;REPORT ANY DISCREPANCY BETWEEN DIMENSIONS FOUND IN THE FIELD AND DIMENSIONS SHOWN ON DRAWINGS TO THE ARCHITECT. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL. 6. ROOFERS ARE TO WORK AROUND EXISTING ROOFTOP PIPES AND EQUIPMENT WHICH REMAINS. REMOVE AND RESET EXISTING BLOCKING AS REQUIRED TO INSTALL NEW ROOF. 7. COORDINATE WITH MECHANICAL FOR LOCATIONS AND SIZES OF ROOF PENETRATIONS. 8. COORDINATE WITH ELECTRICAL FOR LOCATION OF NEW AND RELOCATED ELECTRICAL SYSTEMS. SET ELECTRICAL CONDUIT SUPPORTS WITH MASTIC COMPATIBLE WITH ROOFING. 9. UPON COMPLETION OF CONTRACT ROOF WORK REMOVE ALL DEBRIS AND FASTENERS. CLEAN STRAINERS ON DRAINS ADJACENT TO CONTRACT 'WORK. 0" NOMINAL GALV. SHEET METAL ENCLOSURE, CROSSBREAK OR SLOPE FOR DRAINAGE GALV. SHEET METAL FLASHING RECEIVER REMOVABLE GALV. SHEET METAL COUNTERFLASHING, SOLDER CORNER JOINTS 2x TREATED WOOD CURB TREATED WOOD CANT MEMBRANE BASE FLASHING EXIST MEMBRANE ROOF EXIST RIGID INSULATION EXIST CONCRETE ROOF DECK TREATED WOOD NAILER CUT INTO REGID INSUL ROOF PENETRATION ENCLOSURE SCALE: 3 " =1' -0" RF001 f GALV. METAL DUCT SUPPORT SET ON NEOPRENE PAD, BOLT TO CURB EXPOSED DUCTWORK REFER TO MECH FOR UTING AND SUPPORT L0 j!ONS GALV SHEET`METAL RECEIVER W/ R'MOVABLE COUNTERFLASHING . ............ (3) TREATED 2x WOOD CURB, SIMILAR TO DETAIL 2/A3.2 TREATED WOOD CANT MEMBRANE BASE FLASHING DUCT SUPPORT CURB SCALE: 1-1/2"=1'-0" 2.7ri REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER KEY PLAN NOT TO SCALE PARTIAL ROOF PLAN EXTERIOR DETAILS © REVISIONS co 0 Oa. cc Z W W U W H Z W d C� w H U u W 0 Ie 2 N TECTURE ci; NAC NO FILE DRAWN CHECKED DATE 121 -10017 A3 -2 SRW SRW 9 -10 -2010 EXISTING STEEL COLUMN BELOW L 4' -4" +I 0 1' -0 "± EXISTING W1•4 HVAC UNIT ABC TO BEAR ON (: WIDE FLANGE B TEEL WIDE FLANGE BEAM )VE ROOF, LOCATE CURB ) STEEL JOISTS & STEEL EAM EXISTING 14" STEEL JOISTS 0 5'— " OC OUTLINE OF CT ROOM EXAM ROOM r L a a) t) r rJ L OF 4" TUBE STEEL SAWCUT OPENING IN 5" THICK CONCRETE ROOF STRUCTURE 4" TUBE STEEL ROOF SLAB SUPPORT EXISTING CONCRETE WALL APPROXIMATE POSITION OF CT GANTRY BELOW, SEE A3.1 EXISTING CONCRETE ROOF BEAM PARTIAL REFLECTED ROOF STRUCTURE PLAN Scale: 1/4" = 1' -0" #14 x 21/2" .LG WOOD SCREWS 12" 0 PERIMETER OF CURB r i1 UNIT CURB r-- �r+ - - --I TREATED WOOD NAILERS W/ (2) #12 SELF— DRILLING SHEET METAL SCREWS ® 12" OC, 4 SIDES OF CURB -1 L s 111•11401MI"11711/ Nri 1I/47107,4401114€44):1411,1: _00111,01VAtik Al■ t*■ sow. 4 AP... A, 3 TOP & BOTTOM, NEAR SIDE & FAR SIDE 1" las -- - - - - - -NMI • GENERAL STRUCTURAL NOTES QUALITY ASSURANCE: 1. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR THE FOLLOWING WORK: CONCRETE INSTALLING EXPANSION BOLTS INSTALLING EPDXY BOLTS & DOWELS (PERIODIC) (CONTINUOUS) WELDING (CONTINUOUS, UON) WELDING SINGLE -PASS, %s FILLET OR LESS (PERIODIC) ANCHORAGE: 2. EXPANSION BOLTS INTO. CONCRETE SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC.. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICC- ES .REPORTS, INCLUDING MINIMUM TORQUE REQUIREMENTS. EMBEDMENT DEPTHS SHALL BE AS INDICATED. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ALL EXPANSION BOLT AND INSERT INSTALLATION. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. MATERIAL CONCRETE CONCRETE PRODUCT ICC -ES REPORT STRONG BOLT ESR -1771 KWIK BOLT TZ (KB -TZ) ESR -1917 3. EPDXY - GROUTED. ANCHORS REINFORCING BAR INTO CONCRETE SHALL BE GROUTED WITH EPDXY ADHESIVE BY SIMPSON STRONG -TIE COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICC -ES REPORTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY- GROUTED ANCHOR INSTALLATIONS. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. MATERIAL CONCRETE CONCRETE PRODUCT SET XP EPDXY HIT -RE 500 -SD ICC -ES REPORT ESR -2508 ESR -2322 EXISTING 14" STEEL JOIST ADD L 11 x 114 x 31a ® PANEL POINT, NEAR SIDE & FAR SIDE, TYPICAL OF 2 JOISTS HVAC CURB SUPPORT SCALE: 1-1/2"-=1'-0" RF005 EXISTING CONCRETE ROOF SLAB HSS 4X 4X 14, NO FASTENERS TO SLAB (1) W. THREADED STUD, NUT & WASHER. USE SLOTTED HOLE IN ANGLE FOR TOLERANCE L 4x 4x Y4x 0' -7" W/ (2) % "m EXPANSION BOLTS 0 4½" CENTER TO CENTER EXISTING 14 "W x 20 "D CONCRETE BEAM 3 ROOF OPENING SUPPORT DETAIL SCALE: 1-1/2"=1'-0" RF006 (2) #4 CONT. — EMBED 4" INTO EXISTING CONCRETE BEYOND CONCRETE INFILL EXISTING OPENING. EXISTING CONCRETE FLOC) STRUCTURE REVIEWED FC CODE COMPLIA A,PPRfVEE NOV 19 2010 City of Tukwll BUILDING DIVI; #4 x (SLAB OPENING MINUS 1") DOWELS, EPDXY GROUT CO 8" OC MAXIMUM EACH SIDE, CENTER IN CONCRETE SLAB CONCRETE FLOOR INFILL SCALE: 1 -1 /2 " =1' -0" RECEIVf�D CI7YOFTU LA NOV 101010 PERMIT CENTER IF011 CORRECTION LTA i.r._ Pk --2.1 PARTIAL ROOF STRUCTURE PLAN g STRUCTURAL DETAILS REVISIONS / \ 11/02/2010 CITY of 1UKWILA COMMENT RESPONSE co T- 2 O O z w w U 0 w z cw 0 0 w U cc W 1 w 4CE °re ION NAC NO FILE DRAWN CHECKED DATE 121-10017 A5 -1 SRW SRW 9 -10 -2010 A 5.1 EXISTING PATIENT LIFT SYSTEM NEW LAY -IN CEILING PANELS 11- 111 —I -1 —111=1 11 -111 11=- 1 =11 -111 —1 1 1 —I 11 -111= 11=11E111 =111 ` • _-7.111E---111" — II= , I_I =11 =111 =111 —I 11- 111 =111 — I=1 I —I 1 =111 :: —111 -11-1 11 =4:. I 1 =11 !—I 11 -1: — 111- 111 =11 . <; j 1 — 171 1 =1 � I 1_— =1 � — 11=111 =111 =111 ,r, =111=111 111 :�';'... 1 = 1 11 =1 I— III —I 1 =1 11 =1 I I 1 =1 11 =1 I =1 1 1= 1 =1= 11 =1 L -1 I— I -1 (_III —f I —I 1. III— -1 11 -1 1 -111- 111 -II=I. 1=1 11 =1 11= 11 =111 1 I l ! 1 i =111_1 11 1 1=1 1 !! i_I 1 11 1 ! !-1 -1 ! =1 11 =1 _ _ _ _ _ _ — = 1 =111 1 r -111= _ = l= ' =i = 1 11=111=1 1—=11-=111=7_11= _ I_I I. II. II II II 11 I I_ I —I I I_ I I —I I —III I I I I I I =111 =1 I I -1 ! I =� �'—' '' ' ' '_ '_' ' '' — "'— '"— "'--' ' —'' 11 1 =! 1 =1 11 =1 I I -1 11 =1 I -1 I I -1 I 1 111 =111. =111 =111 =111; , 111 i � G CONCRETE STRUCTURE P a I - =1 I =1 11 =1 11 =1 11 =1 �� I � I I I I I III — III— '•:�� �!= !1! -!1- �' 327.61" 111 -11 11=Ti III =1 f 1 —: 1 =111 =1 IiH I I I —III— .:..::• X111 -111 -111 111 -111 -111 111 1 I I 111 I 11 111 111 111 111 I I I III —I I ' III -! 11 111 =1! ! # 1 =11 -1 T 1 =111 111 =1 1=111=111=111=1:11=11 =.11= - 111 -11! 1 =III = IIT11i11111! lil- 1111111111111111�IIIIIi11111i11111�11�1111 !�II111 !11,111- 11!- 111E1!I ;,111 L -III_ CORRIDOR PARTIAL BUIL;DING SECTION @ CT ROOM 164 Scale: 1/4" = 1' -0" %4 "O CONTINUOUS ROPE FIRESTOP SEALANT MIN 1" THICK CONTINUOUS FIRESTOP SEALANT- FILL IN ALL GAPS BETWEEN CABLES. CABLE THROUGH- PENETRANT CYLINDRICAL STEEL SLEEVE 1 OR 2 HR FIRE -RATED GYP BD /STL STUD FRAMED WALL ASSEMBLY NOTE: COMPLY WITH UL SYSTEM W -L -3031 TYP CABLE THROUGH WALL PENETRATION FIRESTOP SYSTEM SCALE: 3 "=1' -0" FP502 DETAIL SIMILAR AT NON- FIRE -RATED WALLS, EXCEPT SUBSTITUTE ACOUSTICAL SEALANT FOR FIRESTOP SEALANT. NOTE: COMPLY WITH UL SYSTEM W -L -1001 MIN 144" FIRESTOP SEALANT PIPE OR CONDUIT THROUGH- PENETRANT 1 OR 2 HR FIRE -RATED GYP BD /STL STUD FRAMED WALL ASSEMBLY TYP PIPE OR CONDUIT THROUGH WALL SYSTEM PENETRATION FIRESTOP SCALE: 3 " =1' -0" FP503 DETAIL SIMILAR AT NON- FIRE -RATED WALLS, EXCEPT SUBSTITUTE ACOUSTICAL SEALANT FOR FIRESTOP SEALANT. CT EXAM ROOM SIDE EXISTING CONCRETE ROOF STRUCTURE EXISTING PATIENT LIFT RAILS, VERIFY ALL BOLTED CONNECTIONS FOR PROPER ALIGNMENT AND TIGHTEN TO MANUFACTURE'S RECOMMENDED TORQUE STORAGE 0 CT SCAN ROOM 164 Ilk IR 340.94' a.v l r • L .a.._. . :t CORRIDOR • • F • EXISTING CONCRETE FLOOR STRUCTURE GE PATIENT TABLE (OM) ELECTRICAL 330.44' ii -11 i i (i i -=� i . -i � i- iii =f i i i1 i Tt -1 i i �1- iii -i i t _iii - 111-i � f= -iii -i F.: •.::' ,ri -i f r _11 i -f 1 =1 1- 1 1 =1 I =1 =1 I I =111 =I I ! I] —! 11 =11 =1 11 =1 11 =1 1 =1 11 =1 1 =1 1 =1 1 1 111 =1 1 =1 1 =1 i 1 =111 =! 1 1 =1 ! 1 1 I- '.... 1 1 !! =1 I =! I -1 I -1 1 =! - 1- I I I- - _ —9$111-1=71-1=1 1.---111-Y = 1 l= =1 I I =1 ! =1 I I -I 1 =! 1= I I =III 11 11= I != 1 1 L 1 ! i 1 1 III I I 1 I I I II I I II I II I I I I I_I I I I II_ I I I _— — — — — — — — r11=-17E1 — = l — — — =1 1 I I _ I _! I I_ � _� _ _- -I1 ! I III —� --! _. I —_I I_I I I_I I_ I I_I I I -- I I_I I— I— I I II I I _I_I I I —I I I_I i I I I — - I'- _ _ — _ _ _ _ _ - I =1 I I =1 1 =1 I 1 =1 i 1= I I=1 I I =III =1 11- 1= - - 11 I 1 _ — _ I I I I . I I � I III— !— I . I I �— —I I_I . I —� I III =1 1= I 1 I— I_I 11= I I— I_ I _ „III„ I!...I 1 1...111 111 „I I II I I „„I I _III -111_1 I I I I I 11 1=111=w f 1 ) 1 111_ 1i i 1, ,11, , .1 I. NOTE: CONDITION 0 CONTINUOUS JOINT SHOWN, SIMILAR AT SINGLE ATTACHMENT SCREW WALL FRAMING LEAD LINED GYPSUM BOARD, REFER TO FLOOR PLAN AND WALL TYPES FOR SHIELDING REQUIREMENTS LEAD BATTEN 0 JOINTS IN SHEATHING 1" BUGLE -HEAD SCREW SHIELDING DETAIL @ JOINT SCALE: 6 " =1' -0" IP001 PARTIAL BUILDING SECTION @ CT ROOM 164 Scale: 1/4” = 1' -0” PLAN OR SECTION CONDUIT LOCATED ON TOP, BOTTOM, OR SIDE OF BOX PLAN OR SECTION CONDUIT LOCATED ON BACK OF BOX KNOCK -OUT DEPTH (K.O.D.) FROM GYPSUM BOARD VARIES LINE J -BOX AND CONDUIT WITH FORMED SHEET LEAD OF THICKNESS EQUAL TO OR GREATER THAN ADJACENT GYPSUM BOARD BACKING CONDUIT ENTRANCE @ SHIELDING SCALE: 3" =1' -0" 1P005 REVIONEDMR CODE CODECOMPLIANCE APPROVED NOV 19 2010 City ot Tukwila BUILDING DIVISION FIRE RETARDANT WOOD BLOCKING WITH (3) SCREWS EACH END. METAL STUDS 0 24” O.C. MAXIMUM TYPICAL BLOCKING SCALE: Not To Scale b(O 2Y1 FOUR SHEET METAL SCREWS PER STUD CUT & FLATTEN STUD FLANGES TO FORM TAB 3" WIDE, 16GA. METAL STRAP WITH 2 SCREWS AT EACH STUD METAL STUD (HORIZONTAL), 16GA. 1P013 RECEIVED OCT 13 2010 PERMIT CENTER PARTIAL BUILDING SECTIONS INTERIOR DETAILS o REVISIONS 785 1 'fli .,3.D' RDNE STATE 0' SHINGTON TERED o. Z TECTURE 44 NAC NO FILE DRAWN CHECKED DATE 121 -10017 A5 -2 SRW SRW 9 -10 -2010 A 5.2 PATCH AND REPAIR GYPSUM BOARD SHEATHING WALL REMOVAL, TYPICAL GE STORAGE CABINET (F010) WALL BASE, TYPICAL ROOM 164 - NORTH Scale: 1/4" = 1' -0" PATCH AND REPAIR GYPSUM BOARD SHEATHING WALL REMOVAL, TYPICAL (E) SHIELDED CONTROL — ROOM VIEW WINDOW (E) SURFACE MOUNTED RACEWAY WALL BASE, TYPICAL ROOM 165 - NORTH (E) MEDICAL GAS OUTLETS TO REMAIN PER BASE BID, REFER TO MECHANICAL FOR REMOVAL & REPLACEMENT PER BID ALTERNATE #1. MEDICAL GAS OUTLETS BID ALTERNATE #1, REFER TO MECH (E) RACEWAY, SURFACE MOUNTED 10" /J' 80" SLIDE BRACKETS (OFOI) (E) SURFACE MOUNTED RACEWAY MEDICINE STORAGECABINET: 4/4" PLYWOOD CONSTRUCTION W/ NON— EXPOSED HINGES & CABINET DOOR LOCK SOLUTION WARMER (OFOI) GE POWER DISTRIBUTION UNIT (F010) PARTIAL SYSTEM UPS BID ALTERNATE #2, REFER TO ELECT 7 32" / (E) SHIELDED CONTROL ROOM VIEW WINDOW r —, s -- 0 SURFACE MTD RACEWAY, REFER TO ELECT PATCH AND REPAIR GYPSUM BOARD SHEATHING 0 WALL REMOVAL — (E) FILM ILLUMINATOR ROOM 165 - SOUTH 1' -4" i 1' -5" SQ. CLEAR 4 2' -0" UNO 3" 8 CABINET SECTION SCALE: 1"=1'— 0" f SD PTD ,1 18" 36" , 48" N N. N N CABINET DOOR ADJUSTABLE SHELF = EMERGENCY OFF SWITCH, REFER TO ELECT NOTE: PLASTIC LAMINATE FINISH ON ALL EXPOSED SURFACES FACE OF WALL. BACKSPLASH WITH SCRIBE 0 WALLS COUNTERTOP W/ we SELF EDGE HAMPER (F010) SOIL LINEN DRAWER 0.4007 id) 0 z RELOCATED EMERGENCY SIGNAL DEVICE, REFER TO ELECT (E) WALL MTD TELEPHONE (E) LEAD APRON RACK CORNER GUARD, SEE DETAIL 10/A7.1 FACE OF WALL BACKSPLASH WITH SCRIBE WALLS 1 COUNTERTOP W/ 11" SELF EDGE co 3" / / 2' -0" UNO FIXED PANEL SINK, REFER TO MECHANICAL CABINET DOOR TOE SPACE W/ RB FINISH SINK BASE CABINET SECTION SCALE: 1"=1'— 0" CM004 NEW GYPSUM BOARD SOFFIT, MATCH EXISTING — EXISTING SOFFIT ROOM 164 - WEST NEW GYPSUM BOARD SHEATHING 0 SHAFT REMOVAL 3" REVISIONS 5785 GISTERED R•1; A,CT NI STATE Ems/ ARDINE SHINGTON REVIEWED CdDECC1MPI�E APpIROVED NOV 19 2010 BUILDING DIVISION C' of Tukwila Ci of Tukwila GYPSUM BD ON METAL FRAMING 18 GA. METAL CLIP FASTENED TO STUD NYLON TAPPIT 0 18" 0.C. STAGGERED CORNER GUARD (CG) ACROVYN SM -20 CORNER GUARD RECEIVED OCT 1S 2010 NOTE: PERMIT CENTER CORNER GUARD TO EXTEND 5' -0" UPWARD FROM TOP OF BASE SCALE: Not To Scale bk0 AS001 INTERIOR ELEVATIONS $ CASEWORK & INTERIOR DETAILS © (e Z = O 1- a. Q co o W � W U %i J a (/) ct 2 cc w o Q W 1— m 00 V N NAC NO 121 -10017 FILE A7 -1 DRAWN SRW CHECKED SRW DATE 9 -10 -2010 A 7.1 • • • • i • • w r D w EXISTING SOFFIT. REPAIR FINISH FROM CASEWORK REMOVAL 2x4 LIGHT FIXTURES WITH ART IMAGE ON LENS PER BID ALTERNATE #3, REFER TO ELECTRICAL 4 C - 4 4 (E) C -2 O ri I L (E) NEW GYPSUM BOARD SOFFIT. MATCH EXISTING SUBSTRATE AND SHEATHING X C -1 IV TRACK, 6' -0" LONG, REFER TO DETAIL 6/A9.1 CT GANTRY BELOW EXISTING MEDICAL GAS OUTLETS, REFER TO MECHANICAL FOR REMOVAL PER BID ALTERNATE #1 EXISTING PATIENT LIFT RAILS (E) X C -1 (E) PARTIAL FIRST .FLOOR REFLECTED CEILING PLAN Scale: 1/4" = 1' -0" SEE PLANS FOR TYPE OF LIGHT FIXTURE r— FACE OF WALL BRACING LOCATION SEE 4/A9.1 TYP CEILING BRACING PLAN SCALE: NO SCALE 1F950 2X4 FIXTURE r'LJ 0 1 2. SLACK WIRES 12 GA HANGER WIRES CROSS TEE 4 INTERMEDIATE DUTY MAIN NOTE: NOTE: PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO 9 GA WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSIONS SYSTEM FOR DIRECT SUPPORT. LIGHT FIXTURE SUPPORT SCALE: NO SCALE IF951 NOTE: THIS DESIGN SHALL BE INSTALLED IN ACCORDANCE WITH CISCA 3 -4 AND IBC 1621.2.5.2.2 GENERAL RCP NOTES 1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC., START GRID AT THE INDICATED SURFACE. AVOID PANELS LESS THAN 12" IN WIDTH. 2. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED. 3. SUSPENDED CEILING SYSTEMS: BRACE ALL NEW SUSPENDED ACOUSTICAL PANEL CEILING SYSTEMS PER IBC CHAPTER 16 REQUIREMENTS INCLUDING DIAGONAL WIRES AND VERTICAL STRUTS. SEE DETAILS 2/A9.1. RCP CEILING TYPES C -1 24" X 24" SUSPENDED ACOUSTICAL PANEL SYSTEM. REFER TO ROOM FINISH ?SCHEDULE. INSTALL CEILING AT ELEVATION OF THE ORIGINAL CEILING. C -2 FRAMED GYPSUM BOARD CEILING OR SOFFIT. (E) EXISTING SUSPENDED ACOUSTICAL PANEL SYSTEM. REMOVE PANEL AND GRID AS REQUIRED TO INSTALL NEW WORK. STL STUD COMPRESSION POST SECURED ON STRUCTURE ABOVE W/ MECH FASTNER ISOMETRIC. (4) 12 GA SPLAY BRACE WIRES 90' FROM EACH OTHER 45' FROM MAIN RUNNER & CROSS TEES CROSS TEE MAIN RUNNER TYP SEISMIC CEILING SUPPORT SCALE: NO SCALE 1F952 RCP LEGEND CD IV TRACK SCALE: Not To Scale 0 CEILING HEIGHT SPEAKERS MUSIC SYSTEM SPEAKER (OFOI) CCTV CAMERA (OFOI) LIGHT FIXTURES SUPPLY DIFFUSERS RETURN AIR GRILLE OR EXHAUST FAN 2'x2' REMOVABLE ACOUSTICAL PANELS IN SUSPENDED GRID CEILING GRID TEE SUSPENDED FROM STRUCTURE ABOVE STEEL SPACERS AS REQUIRED TO BRING TOP OF TRACK TO JUST BELOW CEILING LINE ACOUSTICAL CEILING PANEL IV TRACK CHANNEL "ATTACHED" WALL CONDITION "UNATTACHED" WALL CONDITION 1F085 PERIMETER WALL MOLDING HANGER WIRE SEISMIC CLIP, SECURE W/ SCREW TO EACH TEE CEILING GRID TEE PERIMETER WALL MOLDING HANGER WIRE SEISMIC CLIP 0 EACH TEE, DO NOT SECURE TO TEE CEILING GRID TEE ACOUST PANEL CEILING PERIMETER SCALE: NO SCALE IF953 xi") REVIEWED P AN COMPLIANCE DS APP1OVED NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER KEY PLAN. NOT TO SCALE U FIRST FLOOR REFLECTED CEILING PLAN § CEILING DETAILS REVISIONS 5785 'E.ISTERED �� AR T PA IE STATE 0 i, RDINE ASHINGTON O co 0 z w w U J 0 w E-- z w 0 a w 1- U W u TECTURE NAC NO FILE DRAWN CHECKED DATE 121 -10017 A9 -1 SRW SRW 9 -10 -2010 9 ■ 1 x >< Q m 0 1 >.< c 1 / I >< >< 6 ' -0" MAX 12' -O" a a IV e- >< 3 >< A9.1 l A9. r— FACE OF WALL BRACING LOCATION SEE 4/A9.1 TYP CEILING BRACING PLAN SCALE: NO SCALE 1F950 2X4 FIXTURE r'LJ 0 1 2. SLACK WIRES 12 GA HANGER WIRES CROSS TEE 4 INTERMEDIATE DUTY MAIN NOTE: NOTE: PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO 9 GA WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSIONS SYSTEM FOR DIRECT SUPPORT. LIGHT FIXTURE SUPPORT SCALE: NO SCALE IF951 NOTE: THIS DESIGN SHALL BE INSTALLED IN ACCORDANCE WITH CISCA 3 -4 AND IBC 1621.2.5.2.2 GENERAL RCP NOTES 1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC., START GRID AT THE INDICATED SURFACE. AVOID PANELS LESS THAN 12" IN WIDTH. 2. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED. 3. SUSPENDED CEILING SYSTEMS: BRACE ALL NEW SUSPENDED ACOUSTICAL PANEL CEILING SYSTEMS PER IBC CHAPTER 16 REQUIREMENTS INCLUDING DIAGONAL WIRES AND VERTICAL STRUTS. SEE DETAILS 2/A9.1. RCP CEILING TYPES C -1 24" X 24" SUSPENDED ACOUSTICAL PANEL SYSTEM. REFER TO ROOM FINISH ?SCHEDULE. INSTALL CEILING AT ELEVATION OF THE ORIGINAL CEILING. C -2 FRAMED GYPSUM BOARD CEILING OR SOFFIT. (E) EXISTING SUSPENDED ACOUSTICAL PANEL SYSTEM. REMOVE PANEL AND GRID AS REQUIRED TO INSTALL NEW WORK. STL STUD COMPRESSION POST SECURED ON STRUCTURE ABOVE W/ MECH FASTNER ISOMETRIC. (4) 12 GA SPLAY BRACE WIRES 90' FROM EACH OTHER 45' FROM MAIN RUNNER & CROSS TEES CROSS TEE MAIN RUNNER TYP SEISMIC CEILING SUPPORT SCALE: NO SCALE 1F952 RCP LEGEND CD IV TRACK SCALE: Not To Scale 0 CEILING HEIGHT SPEAKERS MUSIC SYSTEM SPEAKER (OFOI) CCTV CAMERA (OFOI) LIGHT FIXTURES SUPPLY DIFFUSERS RETURN AIR GRILLE OR EXHAUST FAN 2'x2' REMOVABLE ACOUSTICAL PANELS IN SUSPENDED GRID CEILING GRID TEE SUSPENDED FROM STRUCTURE ABOVE STEEL SPACERS AS REQUIRED TO BRING TOP OF TRACK TO JUST BELOW CEILING LINE ACOUSTICAL CEILING PANEL IV TRACK CHANNEL "ATTACHED" WALL CONDITION "UNATTACHED" WALL CONDITION 1F085 PERIMETER WALL MOLDING HANGER WIRE SEISMIC CLIP, SECURE W/ SCREW TO EACH TEE CEILING GRID TEE PERIMETER WALL MOLDING HANGER WIRE SEISMIC CLIP 0 EACH TEE, DO NOT SECURE TO TEE CEILING GRID TEE ACOUST PANEL CEILING PERIMETER SCALE: NO SCALE IF953 xi") REVIEWED P AN COMPLIANCE DS APP1OVED NOV 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 13 2010 PERMIT CENTER KEY PLAN. NOT TO SCALE U FIRST FLOOR REFLECTED CEILING PLAN § CEILING DETAILS REVISIONS 5785 'E.ISTERED �� AR T PA IE STATE 0 i, RDINE ASHINGTON O co 0 z w w U J 0 w E-- z w 0 a w 1- U W u TECTURE NAC NO FILE DRAWN CHECKED DATE 121 -10017 A9 -1 SRW SRW 9 -10 -2010 9 ■ 1 GENERAL AHU -01 Alk lary EXISTING MECHANICAL TO BE REMOVED EXISTING MECHANICAL TO REMAIN NEW MECHANICAL WORK MATCH LINE OR PROPERTY UNE ENLARGED PLAN BOUNDARY DETAIL /PLAN IDENTIFIER SECTION IDENTIFIER ELEVATION IDENTIFIER REVISION DEFINITION AREA AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE REVISION CALLOUT FLAG NOTE CALLOUT DEMOLITION NOTE TAG EQUIPMENT TAG MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT TAG NORTH ARROW LOCATION WHERE PICTURE WAS TAKEN AND DIRECTION INVERT ELEVATION OR POC ELECTRICAL PROVISIONS FOR MECHAMCAL WORK Di LOCATION OF STARTER, DISCONNECT & CONTROLS VARIABLE FREQUENCY DRIVE HEAT TRACE BETWEEN SYMBOLS OR END OF RUN ACCESS, EXCAVATION, MID BACKFILLINIG ACCESS DOOR (SPECIFIED OR AS SHOWN ON DWGS) MECHANICAL ACCESS (SPECIFIED OR AS SHOWN ON DWGS) PIPE ELBOW UP OR PIPE TEE UP AND DOWN PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN PIPE RISE PIPE CAP PIPE PLUG FLOW DIRECTION PIPE BREAK PIPE CONNECTION VALVES PIPING SPECIALTES VALVE: GATE, BALL, BUTTERFLY (REFER TO SPECIFICATIONS) GLOBE VALVE SOLENOID VALVE CHECK VALVE BALANCING VALVE PRESSURE REDUCING VALVE REDUCED PRESSURE BACKFLOW ASSEMBLY SAFETY RELIEF VALVE TEMPERATURE /PRESSURE RELIEF VALVE 11 i® 1T /P 1 UNION FLANGE FLEX CONNECTOR THERMAL /SEISMIC FLEXIBLE LOOP EXPANSION JOINT STRAINER STRAINER WITH BLOW OFF VALVE PIPE ANCHOR ALIGNMENT GUIDE TEMPERATURE /PRESSURE TEST PORT THERMOMETER PRESSURE GAGE SOL AND WASTE WATER PPG SYSTEM X" VTR t• SANITARY SEWER /WASTE UNDERGROUND SANITARY SEWER /WASTE ABOVE GROUND VENT PIPING VENT THRU ROOF (INCLUDE SIZE) FLOOR DRAIN /FUNNEL FLOOR DRAIN FLOOR SINK HUB DRAIN TRENCH DRAIN 0 CO CLEANOUT IIWCO CLEANOUT FREE STANDING WALL MOUNTED o FCO CLEANOUT — FLUSH WITH FLOOR DONAES 1C WATER PIPING SYSTEM C DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION HOSE BIBB /WALL HYDRANT TRAP PRIMER BOX FFI E PROTECTION E S FIRE SPRINKLER RECESSED SPRINKLER HEAD SEMI— RECESSED SPRINKLER HEAD UPRIGHT SPRINKLER HEAD NATURAL GAS SYSTEM LOW PRESSURE NATURAL GAS PIPING GAS COCK PRESSURE REGULATOR PRESSURE REGULATOR WITH VENT SEISMIC GAS SHUT -OFF GAS PRESSURE REDUCING VALVE WITH VENT MEDICAL GAS PPINO SYSTEM ® HMI AND OUTLETS MEDICAL AIR MEDICAL VACUUM OXYGEN NITROUS OXIDE MEDICAL GAS ZONE VALVE BOX MEDICAL GAS AREA ALARM PANEL MEDICAL GAS MASTER ALARM PANEL MEDICAL GAS OUTLET TYPE A — MEDICAL AIR ✓ — MEDICAL VACUUM O OXYGEN N — NITROUS OXIDE S VACUUM SLIDE MEDICAL AS OUTLET QTY. OF QTY. OT INDICATED ASSUME OUTLET) LOCKED CLOSED VALVE LOCKED OPEN VALVE GRILLE REGISTER OR DIFFUSER TYPE RUNOUT SIZE (INCHES) - AIR QUANTITY (CFM) CEILING DIFFUSER 24x24 500 -z 12:1 1 MIMI 1 1 -WAY DIRECTION FLOW 2 -WAY DIRECTION FLOW 3 -WAY DIRECTION FLOW RETURN /RELIEF AIR GRILLE EXHAUST AIR GRILLE LINEAR DIFFUSER /GRILLE SUPPLY GRILLE RETURN /EXHAUST GRILLE TRANSFER GRILLE RETURN /EXHAUST AIRFLOW SUPPLY AIR FLOW DUCTVVORK BDD I 11 ►`® 20x10 MIME IIHHNI EMI 111111111111 ■IFIA. s ■KOMO 11.11111111 (=a 1 f=g= [4=1 =41 CA=I C1:=Z8 =8= G�1 ■ fr FIRE DAMPERS BACKDRAFT DAMPER VOLUME DAMPER FLEXIBLE CONNECTION TO MECHANICAL EQUIPMENT TRANSITION RECTANGULAR TO ROUND DUCT SIZE (CLEAR INSIDE DIMENSION) SOUNDLINED DUCTWORK RECTANGULAR DUCT UP RECTANGULAR DUCT DN ROUND OR OVAL DUCT UP ROUND OR OVAL DUCT DN FLEXIBLE DUCTWORK DUCT RISE /DROP WITH 90' ELBOWS (RECTANGULAR DUCTS) DUCT RISE /DROP WITH 45' ELBOWS (RECTANGULAR DUCTS) DUCT RISE /DROP WITH 90' ELBOWS (ROUND OR OVAL DUCT) DUCT RISE /DROP WITH 45' ELBOWS (ROUND OR OVAL DUCTS) TRANSITION OR REDUCER TRANSITION — ECCENTRIC 45' ELBOW, R/D OR R /W =1 -.5 90' ELBOW, R/D OR R /W =1.5 SQUARE CORNER ELBOW WITH TURNING VANES 90' CONICAL TAKE -OFF 90' TAKE —OFF WITH 45' TAPER 45' TAKE —OFF RADIUS TAP IN WYE FITTING RADIUS TEE SQUARE TEE WITH TURNING VANES BULLHEAD TEE SECTION THRU SUPPLY AIR DUCT SECTION THRU RETURN, EXHAUST OR OUTSIDE AIR DUCT SECTION THRU ROUND DUCT SUPPLY ROOF PENETRATION CONTROLS (PLAN VEM -ru -xx C)G RETURN, EXHAUST OR OUTSIDE AIR ROOF PENETRATION ROUND DUCT ROOF PENETRATION F S F /S' -1E* s Ts 1 FIRE DAMPER FIRE /SMOKE DAMPER SMOKE DAMPER CEILING FIRE DAMPER DSD DP MIE DPM mow sow DDC DRAWING MEX THERMOSTAT OR TEMPERATURE SENSOR SENSOR: SHOWN WITH GUARD (TYPICAL ALL SENSORS) HUMIDISTAT OR HUMIDITY SENSOR CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR INDOOR AIR QUALITY SENSOR MOTORIZED DAMPER AIRFLOW MEASURING UNIT DUCT SMOKE DETECTOR TEMPERATURE TRANSMITTER PRESSURE TRANSMITTER AQUASTAT DIFFERENTIAL PRESSURE SENSOR DIFFERENTIAL PRESSURE MONITOR AUTOMATIC CONTROL VALVE, 3 —WAY AUTOMATIC CONTROL VALVE, 2 —WAY DIRECT DIGITAL CONTROL PANEL SWITCH BY MECHANICAL MO.1 MECHANICAL LEGEND MO.2 GENERAL NOTES AND ABBREVIATIONS MO.3 MECHANICAL SPECIFICATIONS MO.4 MECHANICAL SPECIFICATIONS MO.5 MECHANICAL SPECIFICATIONS MO.6 MECHANICAL SPECIFICATIONS MO.7 MECHANICAL EQUIPMENT SCHEDULES M1.1 BASEMENT PLUMBING DEMOLITION PLAN M1.2 FIRST FLOOR PLUMBING DEMOLITION PLAN M1.3 FIRST FLOOR HVAC DEMOLITION PLAN M2.0 BASEMENT PLUMBING PLAN M2.1 FIRST FLOOR PLUMBING PLAN M3.1 FIRST FLOOR HVAC PLAN M5.1 FIRST FLOOR FIRE SUPPRESSION PLAN M6.1 MECHANICAL ROOF PLAN M9.1 MECHANICAL DETAILS Rio -z:7 "7 REPARATE APPR �D REQUtR�D 4 RECEIVED OCT 13 2010 PERMIT CENTER NOT ALL SYMF3COiS MAY APPEAR ON TIE DRAWINGS MECHANICAL LEGEND REVISIONS ( ') Z = O F— (T) co >" O 1=- O ,J 4CC U w W ra- J W W O Z Z nom Ce ill J D Ca, w dd' U W I- v 1— Z u 2201 SIXTH AVENUE! SUITE 1405 SEATTLE WA 98121 -1847 P: 206.441.4522 1 F:206.442.7917 NAC NO 121 -10017 HEINO 10113 DRAWN JMR CHECKED RKE DATE 9-10-2010 0.1 a ABBFENATIONS DIAMETER, PHASE AIR, AMPS AUTOMATIC AIR VENT ABOVE AIR CONDITIONER AIR CONDITIONING UNIT ACCESS DOOR AMERICANS WITH DISABILITIES ACT AIRFOIL ABOVE FINISHED FLOOR AIRFLOW MEASURING STATION ANNUAL FUEL UTILIZATION EFFICIENCY ABOVE GROUND AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ACOUSTIC LINED (DUCT) AMBIENT ACCESS PANEL AIR PRESSURE DROP ARCHITECT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR- CONDITIONING ENGINEERS, INC. ASSY ASSEMBLY ATM ATMOSPHERE AV ACID RESISTANT VENT AW ACID RESISTANT WASTE BOILER BOILER COIL BACK DRAFT DAMPER BELOW FLOOR BRAKE HORSE POWER BELOW BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BRITISH THERMAL UNIT PER HOUR BALL VALVE CONDENSATE PIPING AIR COMPRESSOR CAPACITY CIRCUIT SETTING BALANCING VALVE COOUNG COIL CEILING DIFFUSER, CONDENSATE DRAIN CEILING FIRE DAMPER CUBIC FEET PER MINUTE CEILING GRILLE CABINET HEATER, CHILLER CHILLED WATER RETURN, CHILLER CHILLED WATER SUPPLY CHILLED WATER PUMP CHECK VALVE CEILING, COOLING CLEANOUT, CO SENSOR CO2 SENSOR COMBUSTION, COMBINATION CONDENSER, CONDENSATE CONNECTOR CONTINUE, CONTROL COEFFICIENT OF PERFORMANCE CLEANOUT TO GRADE CONDENSATE RECEIVER, CONDENSER WATER RETURN CONDENSER WATER SUPPLY COOUNG TOWER COOLING TOWER FILTER COMPRESSION TANK CONDENSING UNIT, CUBIC FLOW COEFFICIENT CONSTANT VOLUME COLD WATER PIPING CONDENSING WATER RETURN CONDENSING WATER SUPPLY DRAIN DRY BULB (TEMPERATURE) DECIBEL DOUBLE CHECK VALVE ASSEMBLY DOUBLE DETECTOR CHECK VALVE DEGREE DRAINAGE FIXTURE UNIT DUCT HEATER DUCTILE IRON DIAMETER DIMENSION LOCATION OF STARTER, DISCONNECT AND CONTROLS DISCHARGE DOWN DIFFERENTIAL PRESSURE VALVE DRAWINGS DRAIN VALVE DOMESTIC WATER BOOSTER EXISTING EXHAUST AIR ENTERING AIR TEMPERATURE ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY EXHAUST GRILLE, ENGINE GENERATOR EXPANSION JOINT ELEVATION ELECTRIC ENERGY MANAGEMENT AND CONTROL SYSTEM EQUIVALENT EXTERNAL STATIC PRESSURE EXPANSION TANK EVAPORATOR, EVAPORATIVE ELECTRIC WATER COOLER ENTERING WATER TEMP EXHAUST EXTERIOR, EXTERNAL F FAHRENHEIT, FIRE MAIN PIPING FC FLUID COOLER FCO FLOOR CLEANOUT FCU FAN COIL UNIT FD FIRE DAMPER, FLOOR DRAIN, DRY SPRINKLER ROUTING FDC FIRE DEPARTMENT CONNECTION FF FOULING FACTOR, FLAT FILTER FFD FUNNEL FLOOR DRAIN FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FLTR FILTER FMS FLOW MEASUREMENT STATION (HVAC, PLUMBING) FOR FUEL OIL RETURN PIPING FOS FUEL OIL SUPPLY PIPING FOT FUEL OIL TANK FP FIRE PUMP, FLOATING POINT CONTROL FPM FEET PER MINUTE FPS FEET PER SECOND FPVC APPROVED PVC FIRE SPRINKLER ROUTING FS FLOOR SINK F/S FIRE /SMOKE DAMPER FT FEET, FIN TUBE FTD FOOTING DRAIN FTG FOOTING DRAIN FTU FIN TUBE UNIT FV FACE VELOCITY FW FILTERED WATER PIPING G GAS GA GAGE GAL GALLONS GALV GALVANIZED GAHU GAS AIR HANDLING UNIT GC GAS COCK, GENERAL CONTRACTOR GFU GAS FIRED UNIT GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPRV GAS PRESSURE REGULATING VALVE GRD GRILLES, REGISTERS, AND DIFFUSERS GV GATE VALVE, GLOBE VALVE GW GREASE WASTE PIPING GWB GYPSUM WALLBOARD H HUMIDISTAT, HEIGHT HB HOSE BIBB HC HEATING COIL HD HEAD, HUB DRAIN HGL REFRIGERANT HOT GAS LINE HORIZ HORIZONTAL HP HORSEPOWER, HEAT PUMP HPC HIGH PRESSURE CONDENSATE RETURN HPS HIGH PRESSURE STEAM HRU HEAT RECOVERY UNIT HST STORAGE TANK HTG HEATING HVAC HEATING, VENTILATING, AND AIR CONDITIONING HW HOT WATER PIPING HWC HOT WATER CIRCULATING PIPING HWR HOT WATER RETURN HWS HOT WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ IAO INDOOR AIR QUALITY ID INDIRECT DRAIN IE INVERT ELEVATION IN. INCH IN. WG INCHES WATER COLUMN IRR IRRIGATION PIPING IW INDIRECT WASTE PIPING kW KILOWATT L LENGTH LAT LEAVING AIR TEMPERATURE LB LINEAR BAR LBS POUND LD LINEAR DIFFUSER U_ REFRIGERANT LIQUID LINE LPC LOW PRESSURE CONDENSATE RETURN LPG LIQUID PETROLEUM GAS PIPING LPS LOW PRESSURE STEAM LRA LOCKED ROTOR AMPS LR LINEAR RETURN LVR LOUVER LWR LOW WALL RETURN LWS LOW WALL SUPPLY LWCD LOW WATER CUT -OFF LWT LEAVING WATER TEMPERATURE MA MEDICAL AIR MAC MEDICAL AIR COMPRESSOR MAT MIXED AIR TEMPERATURE MAV MANUAL AIR VENT MAX MAXIMUM MBH THOUSAND BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MECH MECHANICAL MERV MINIMUM EFFICIENCY REPORTING VALUE MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION MOD MOTOR OPERATED DAMPER MPC MEDIUM PRESSURE CONDENSATE RETURN MPG MEDIUM PRESSURE GAS MPS MEDIUM PRESSURE STEAM MV MEDICAL VACUUM NA NC NIC NO NO. NP NTS 02 OA OBD OC OD ORD ORL OSA OSD OV PD PH PIV POC PR PRV PSIG QTY RA RD REG REF RF RG RH RI &C RL RIA RO RPBA RPBP RPM RTU RV SA SAT SCFM SCH SD SENS SF SG SIM SL SMACNA SO SOV SP SPKR SPS SS ST STM SW S. TK T TBV TCV TD TEMP TG TOD TOP TOS TOF TSP T'STAT TU TYP UG UH UNO V VA VAV VCD VD VEL VENT VFD VOLT VTR WB WC WCO WG WH WHA WM WSEC WSFU WT NOT APPLICABLE NORMALLY CLOSED, NOISE CRITERIA NOT IN CONTRACT NORMALLY OPEN, NITROUS OXIDE NUMBER NON POTABLE NOT TO SCALE OXYGEN OUTDOOR AIR OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIMENSION OR DIAMETER OVERFLOW ROOF DRAIN OVERFLOW RAIN LEADER OUTDOOR SUPPLY AIR OVER -FLOW STORM DRAIN OUTLET VELOCITY PUMP, PRESSURE, PLUMBING FIXTURE PRESSURE DROP, PUMPED DRAIN PHASE POST INDICATOR VALVE POINT OF CONNECTION CONDENSATE PUMP RETURN PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH GAGE QUANTITY RETURN AIR, RELIEF AIR ROOF DRAIN REGISTER REFERENCE, RETURN /EXHAUST FAN RELIEF FAN RETURN GRILLE ROOF HOOD ROUGH IN AND CONNECT RAIN LEADER RATED LOAD AMPS REVERSE OSMOSIS REDUCED PRESSURE BACKFLOW ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE ROOFTOP UNIT SAFETY RELIEF VALVE SENSOR SUPPLY AIR SUPPLY AIR TEMPERATURE STANDARD CUBIC FEET PER MINUTE SCHEDULE STORM DRAIN PIPING SENSIBLE SUPPLY FAN, SQUARE FOOT SUPPLY GRILLE, SIGHT GLASS WITH MOISTURE INDICATOR SIMILAR REFRIGERANT SUCTION UNE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. SCREENED OPENING SHUTOFF VALVE STATIC PRESSURE SPRINKLER STATIC PRESSURE STATION STAINLESS STEEL, SANITARY SEWER SOUND TRAP STEAM SOFT WATER PIPING STORAGE TANK TEMPERED WATER PIPING TOWER BYPASS VALVE TEMPERATURE CONTROL VALVE TRENCH DRAIN, TEMPERATURE DIFFERENCE TEMPERATURE TRANSFER GRILLE TOP OF DUCT TOP OF PIPE TOP OF STEEL TOP OF FOOTING TOTAL STATIC PRESSURE THERMOSTAT TERMINAL UNIT TYPICAL UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE VENT PIPING, VOLT VALVE VARIABLE AIR VOLUME VOLUME CONTROL DEVICE VOLUME DAMPER VELOCITY VENTILATION, VENTILATOR VARIABLE FREQUENCY DRIVE VOLTAGE VENT THRU ROOF WASTE, WATT, WIDE, WATER WET BULB (TEMPERATURE) WATER CLOSET, WATER COLUMN WALL CLEANOUT WATER GAGE WATER HEATER, WALL HYDRANT WATER HAMMER ARRESTOR WATER METER WASHINGTON STATE ENERGY CODE WATER SUPPLY FIXTURE UNIT WEIGHT GENERAL NOTES - IuECHANCAL 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL) REFER TO ELECTRICAL, ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND /OR INSTALLATION OF ALL WORK. 2. COORDINATE PLUMBING, HVAC, AND FIRE PROTECTION SYSTEMS ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING, INCLUDING FIRE PROTECTION SYSTEMS. 3. UNLESS OTHERWISE SPECIFIED, THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR PAINTING, CUTTING, AND PATCHING OF EXISTING FLOORS, WALLS, AND PARTITIONS IN THE EXISTING BUILDING. 4. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODS /LOADS FOR HANGING PIPING /DUCTS FROM STRUCTURAL MEMBERS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT, AND ENVIRONMENTAL CONDITIONS. MECHANICAL EOUPNENT INSTALLATION NOTES 1. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. PPNQ NOTES 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 2. PRESSURE/TEMPERATURE TEST PORTS: PROVIDE AT SUPPLY AND RETURN PIPING CONNECTIONS TO EQUIPMENT. 3. PROVIDE AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR ADJACENT TO UNDERGROUND NONMETALLIC (PLASTIC) PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR BURIAL. 4. PROVIDE 12" LONG, A" WIDE FLUORESCENT ORANGE TAPE AT CONCEALED VALVE LOCATIONS. PLUMBING NOTES 1. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD WATER LINES SERVING TWO OR MORE FIXTURES. SIZE IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (PDI) REQUIREMENTS. 2. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY DRAINAGE, PROCESS WASTE, AND RAINLEADER CONDUCTORS. SHEET METAL NOTES 1. VOLUME DAMPERS: PROVIDE A MANUAL VOLUME DAMPER FOR EACH SUPPLY, RETURN, AND EXHAUST OPENING, LOCATED AS FAR UPSTREAM AS POSSIBLE FROM THE OPENING. PROVIDE A MANUAL VOLUME DAMPER FOR BRANCH MAINS SERVING MORE THAN ONE OPENING. 2. UNLESS NOTED TO USE LARGER SIZE DUCT, PROVIDE THE FOLLOWING MINIMUM SIZE BRANCH DUCTS TO CEILING DIFFUSERS. 6 DIA. FOR UP TO 120 CFM 8" DIA. FOR 121 -210 CFM 10" DIA. FOR 211 -300 CFM 12" DIA. FOR 301 -450 CFM 14" DIA. FOR 451 -600 CFM 16" DIA. FOR 601 -820 CFM 3. PROVIDE 12" LONG, 1,4" WIDE FLUORESCENT ORANGE TAPE AT CONCEALED VOLUME DAMPER LOCATIONS. ENERGY CODE NOTES 1. MOTORS: COMPLY WITH MINIMUM FULL LOAD EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY AHJ. 2. PIPING AND DUCT INSULATION: COMPLY WITH THICKNESSES AND TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS AND LONGITUDINAL SEAMS PER ENERGY CODE ENFORCED BY AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 4. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 5. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 6. SYSTEM BALANCING: BALANCE HVAC SYSTEMS PER ENERGY CODE ENFORCED BY THE LOCAL AHJ AND SUBMIT A WRITTEN R EPORT TO THE BUILDING OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL TESTING, ADJUSTING, AND BALANCING (TAB) REQUIREMENTS. 7. MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS: TEST SYSTEMS TO ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED, INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY, AND CAN BE MAINTAINED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN ORDER TO SATISFY THE BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL REQUIREMENTS PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. REFER TO SPECIFICATIONS FOR ADDITIONAL COMMISSIONING REQUIREMENTS 8. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. NECHANCAL COMPONENT NOTES 1. THE COMPONENT IMPORTANCE FACTOR (Ip) FOR ALL NON- STRUCTURAL COMPONENTS SHALL BE: e . THE FOLLOWING THE 2009 INTE THE AMERICAN Ip = 1.5 ITEMS ARE TAKEN DIRECTLY FROM NATIONAL BUILDING CODE AND FROM OCIETY OF CIVIL ENGINEERS (ASCE) 5. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO ECIFICATION SECTION 200548. ARCHITECTURAL, ELECTRICAL, AND NON- STRUCTURAL THAT ARE PERMANENTLY ATTACHED TO ES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF E MOTIONS IN ACCORDANCE WITH ASCE DING CHAPTER 14 AND APPENDIX 11A. TOR SHALL BE RESPONSIBLE FOR THE N OF A SEISMIC - FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC - RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 4. DIVISION 20, 21, 22, 23 RESPONSIBILITIES: A. HANGERS AND SEISMIC BRACING FOR MECHANICAL SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY DIVISION 20, 21, 22, 23. DIVISION 20, 21, 22, 23 SHALL REFER TO THE MECHANICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO NOT SHOW THE LOCATIONS OF MECHANICAL EQUIPMENT, DUCTWORK, PIPING, AND OTHER COMPONENTS. B. DIVISION 20, 21, 22, 23 SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG PIPING AND OTHER MECHANICAL SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS) WITH THE GENERAL CONTRACTOR AND THE STEEL AND WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER TRADES THAT MAY BE IMPACTED. b to(- x7 S PA�RTE APPROVAL 1D RFC�UlDVAL OFD RECEIV D CITY OF TULA NOV 1 o 2010 PERMIT CENTER U GENERAL NOTES AND ABBREVIATIONS o REVISIONS 11/1/2010, COT COMMENTS Nr CID v- 2 O O z 2 QU w z W 2 CY W U °a IY ec 2 dam' N TECTURE u cc NAC NO 121 -10017 HEINO 10113 DRAWN JMR CHECKED RKE DATE 9 -10 -2010 0.2 • • N N • • N DIVISION 20 - COMMON REQUIREMENTS FOR FIRE SUPPRESSION, PLUMBING, AND HVAC THIS DIVISION APPLIES TO ALL DIVISION 20, 21, 22 AND 23 SECTIONS. GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 01 APPLY TO WORK IN THESE SECTIONS. SECTION 200500 - GENERAL PROVISIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. DESCRIPTION: WORK INCLUDES MATERIALS, EQUIPMENT, LABOR, SUPERVISION, TOOLS AND ITEMS NECESSARY FOR THE CONSTRUCTION, INSTALLATION, CONNECTION, TESTING AND OPERATION OF MECHANICAL WORK. 1.2 CODES AND STANDARDS A. PERFORM WORK IN ACCORDANCE WITH WASHTINGTON STATE REQUIREMENTS AND LOCAL AHJ. B. CONFORM TO APPLICABLE INDUSTRY STANDARDS. C. NOTIFY THE A/E OF DEVIATIONS IN CONTRACT DOCUMENTS TO APPLICABLE CODES AND ORDINANCES PRIOR TO INSTALLATION OF THE WORK. 1.3 SUBMITTALS A. PRODUCT DATA: 1. SUBMIT PRIOR TO FABRICATION OF ASSEMBLIES AND DELIVERY OF PURCHASED ITEMS. 2. CLEARLY MARK CATALOG PAGES, EQUIPMENT, MODEL NUMBER AND ACCESSORIES. 1.4 STANDARDS OF QUALITY A. EQUIPMENT SHALL BE MANUFACTURER'S REGULARLY CATALOGUED ITEMS AND SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH MANUFACTURER'S STANDARD SPECIFICATIONS AND ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION FOR EQUIPMENT UNLESS OTHERWISE NOTED. EQUIPMENT AND MATERIALS SHALL BE TRADE INSTALL PRACTICESED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND BEST B. PRODUCTS SHALL BE NEW UNLESS INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. 1.5 SUBSTITUTIONS A. WHERE "MANUFACTURER" PARAGRAPHS INCLUDE THE WORDS "OR APPROVED", PRIOR APPROVAL OF THE PROPOSED SUBSTITUTION BY WE IS REQUIRED. B. WHEN THE A/E APPROVES A SUBSTITUTION REQUEST, THE APPROVAL IS GIVEN WITH THE UNDERSTANDING THAT THE BIDDER: 1. HAS DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT, WILL PROVIDE THE SAME WARRANTY AND WILL COORDINATE INSTALLATION AND MAKE CHANGES WITH NO ADDITIONAL ooST TO OWNER. C. WHENEVER A PRODUCT IS DESCRIBED BY DETAIL, SPECIFICATION, TRADE NAME, MANUFACTURER'S NAME OR CATALOG REFERENCE, USE ONLY SUCH PRODUCT. 1.6 DRAWINGS AND SPECIFICATIONS A. GENERAL: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC. COMPLETE DETAILS OF BUILDING FEATURES WHICH AFFECT FIRE SUPPRESSION, PLUMBING, AND HVAC INSTALLATIONS MAY NOT BE SHOWN. FOR ADDITIONAL DETAILS, REFER TO OTHER CONTRACT DOCUMENTS. REPORT ANY DISCREPANCIES TO THE A/E ALONG WITH SUGGESTED REVISIONS. 1.7 RECORD DRAWINGS A. PREPARE RECORD DRAWINGS. •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• WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. MAINTAIN TEMPERAtURE AND HUMIDITY WITHIN RANGE REQUIRED BY MANUFACTURER'S INSTRUCTIONS. E. CLOSE OPEN ENDS OF EQUIPMENT AND WORK WITH TEMPORARY COVERS OR PLUGS DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF FOREIGN MATERIAL. PART 2 - PRODUCTS 2.1 MATERIALS A. MATERIALS SHALL BE NEW AND OF MANUFACTURERS SPECIFIED HEREIN. THEY SHALL BE U.S. MADE AND BEAR THE UL, ETL OR CSA LABELS WHERE POSSIBLE. 2.2 EQUIPMENT SUPPORTS A. SELECT AND SIZE SUPPORTS EXPANSION SHELLS AND BOLTS, CONCRETE INSERTS, AND ANCHOR BOLTS PER REQUIREMENTS FOR SEISMIC RESTRAINTS SPECIFIED IN SECTION 200548. HOT DIPPED OR MECHANICALLY GALVANIZE') WHERE INSTALLED OUTDOORS UNLESS NOTED OTHERWISE ON THE DRAWINGS. DAMAGED GALVANIZED SURFACES REPAIRED WITH ZRC GALVILITE. 2.3 SLEEVES A. MATERIALS, GENERAL: SCHEDULE 40 GALVANIZED STEEL PIPE WITH UNTHREADED ENDS, CAST IRON PIPE, OR MINIMUM 26 GAGE GALVANIZED SHEET STEEL. USE STEEL PIPE FOR SLEEVES AT FLOOR SLABS. 2.4 PIPE MARKERS AND COLOR • BANDS A. GENERAL: MANUFACTURER S STANDARD PREPRINTED, FLEXIBLE OR SEMI-RIGIE), PERMANEN_Ti_ COLOR-CODED, PLASTIC SHEET PIPE MARKERS. COMPLY WITH ASME A13.1. SETON, BRADY CRAFTMARK, MARKING SERVICES OR APPROVED. B. PIPES: FULL AND PIPE MARKERS. C. LETTERING: MANUFACTURER'S STANDARD PRE-PRINTED NOMENCLATURE WHICH BEST DESCRIBES PIPING SYSTEM IN EACH INSTANCE,_ AS SELECTED BY THE A/E IN CASES OF VARIANCE WITH NAMES SHOWN OR SPECIFIED. 2.5 EQUIPMENT NAMEPLATES A. GENERAL: ENGRAVED STOCK MELAMINE PLASTIC LAMINATE. COMPLY WITH FS L-P-387. ENGRAVED WITH ENGRAVER'S STANDARD LETTER STYLE OF SIZES AND WORDING, BLACK WITH WHITE CORE (LETTER COLOR) EXCEPT AS OTHERWISE INDICATED. B. THICKNESS: 1116 INCH FOR UNITS UP TO 20 SQ. IN. OR 8 INCH LENGTH AND 1/8 INCH FOR LARGER UNITS. 2.6 VALVE TAGS A. GENERAL: MANUFACTURER'S STANDARD SOLID PLASTIC VALVE TAGS WITH PRINTED ENAMEL LETTERING, PIPING SYSTEM ABBREVIATION IN APPROXIMATELY 3/16 INCH HIGH LETTERS. B. FASTENERS: MANUFACTURER'S STANDARD SOLID BRASS BEADED TYPE CHAIN, LENGTH AS REQUIRED FOR PROPER ATTACHMENT OF TAGS TO VALVES MANUFACTURED SPECIFICALLY FOR THAT PURPOSE. 2.7 ACCESS TO FIRE SUPPRESSION, PLUMBING, AND HVAC EQUIPMENT A. GENERAL: UNIVERSAL 1-PIECE FRAME, FLUSH TYPE, WELDED STEEL GROUND SMOOTH ROUNDED SAFETY CORNERS, 1-FIECE SPRING HINGE, SLOT SCREWDRIVER TYPE CAM LATCHES SHALLOW 1-1_/4 INCH MOUNTING FLANGE. WHERE LOCATED IN A PAINTED SURFACE AREA UNITS PRIMED FOR PAINTING_; OTHERWISE, POLISHED CHROME OR STAINLESS STEEL UNITS, UNLESS ANOTHER TYPE OF FINISH IS INDICATED. B. UL COMPLIANCE: WHERE UL FIRE-RESISTANCE RATING IS INDICATED, DOORS UL LISTED AND LABELED, EXCEPT FOR THOSE DOORS WHICH ARE SMALLER THAN MINIMUM SIZE REQUIRING FIRE RATINGS AS RECOGNIZED BY GOVERNING AUTHORITY. 2.8 PAINTING • A. GENERAL: PAINTING OF WORK SPECIFIED IN MECHANICAL SECTIONS WHICH IS EXPOSED, INCLUDING EXTERIOR EXPOSED MECHANICAL WORK, IS SPECIFIED IN DIVISION 09. 2.9 ROOF PENETRATIONS A. ROOF PENETRATIONS SHALL BE BY GENERAL CONTRACTOR AS NOTED ON THE ARCHITECTURAL DRAWINGS. PART 3 - EXECUTION 3.1 MEASUREMENTS A. VERIFY MEASUREMENTS AT JOB SITE. LOCATE EQUIPMENT AND FIXTURES ON CENTERS OF WALLS OPENINGS, SPACES, AND SIMILAR LOCATIONS EXCEPT WHERE NOTED OTHERVVISE. CHECK THAT PIPING, DUCTS, AND SIMILAR ELEMENTS CLEAR OPENINGS. 3.2 INSTALLATION OF EQUIPMENT A. EQUIPMENT INSTALLATION: 1. GENERAL: INSTALL SUPPORTS FOR EQUIPMENT AND APPURTENANCES. 3.3 ACCESSIBILITY A. GENERAL: LOCATE VALVES DAMPERS_, CONTROLS, AND SIMILAR COMPONENTS TO BE READILY ACCESSIBLE. INS1ALL ACCESS DOORS TO ACHIEVE ACCESSIBILITY. B. EQUIPMENT: 1. INSTALL EQUIPMENT WHICH REQUIRES PERIODIC SERVICING OR REPAIRS TO BE READILY ACCESSIBLE. 2. PIPING, DUCTS, AND CONDUIT SHALL NOT INTERFERE WITH REQUIRED ACCESS. 3.4 PIPE MARKERS AND COLOR BANDS A. INSTALL IDENTIFICATION AFTER COMPLETION OF COVERING AND PAINTING. 3.5 VALVE TAGS A. INSTALL VALVE TAGS LON VALVES AND CONTROL DEVICES IN EACH PIPING SYSTEM. 3.6 EQUIPMENT NAMEPLATES A. INSTALL NAMEPLATES ON OR NEAR EACH MAJOR ITEM. 3.7 PAINTING A. TOUCH-UP: COVER SCRATCHES, ABRASIONS, AND SIMILAR DAMAGES TO EQUIPMENT WITH FACTORY FINISHED SURFACES USING MATCHING FACTORY FURNISHED PAINT. B. GRILLES, REGISTERS AND DIFFUSERS: • PAINT INSIDE SURFACE OF DUCTS, VISIBLE THROUGH GRILLES, REGISTERS, DIFFUSERS, AND OTHER OPENINGS WITH 1 COAT OF FLAT BLACK PAINT TO A POINT 2 FEET FROM OPENING ON STRAIGHT DUCTS OR AROUND BEND. SIMILARLY, PAINT PIPES AND CONDUITS VISIBLE THROUGH CEILING RELIEF GRILLES. 3.8 CLEANING AND HOUSEKEEPING A. REMOVE DEBRIS, CUTTINGS, CRATES, CARTONS, AND SIMILAR ITEMS, AT REGULAR INTERVALS. B. BEFORE • SUBSTANTIAL COMPLETION CAREFULLY CLEAN EQUIPMENT, FIXTURES, EXPOSED DUCTS AND PIPING, AND SIMILAR ITEMS. REMOVE CONSTRUCTION LABELS, DIRT, DUST, CUTTINGS, PAINT, PLASTER, MORTAR, CONCRETE, AND SIMILAR ITEMS. END OF SECTIONSECTION 200513 - ELECTRICAL PROVISIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. DESCRIPTION: WORK INCLUDES FACTORY INSTALLED MOTORS AND MOTOR STARTERS AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A. CODES AND STANDARDS: 1. IEEE 112, IEEE STANDARD TEST PROCEDURE FOR POLYPHASE INDUCTION MOTORS AND GENERATORS. 2. NEMA MG 1, MOTORS AND GENERATORS. 3. NFPA 70, NATIONAL ELECTRICAL CODE (NEC). 1.3 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR MOTORS. PART 2 - • PRODUCTS 2.1 MOTORS A. MOTOR CHARACTERISTICS: EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED, AND EXCEPT WHERE REQUIRED ITEM OF PLUMBING AND HVAC EQUIPMENT CANNOT BE OBTAINED TO MEET REQUIREMENTS IN THIS ARTICLE, COMPLY WITH THE FOLLOWING REQUIREMENTS FOR MOTORS FOR PLUMBING AND HVAC WORK: 1. COMPLY WITH NEMA MG 1 UNLESS OTHERWISE INDICATED. 2. TEMPERATURE RATING: RATED FOR 40 C AMBIENT TEMPERATURE AND AT 3300 FOOT ELEVATION WITH MAXIMUM 50 C TEMPERATURE RISE FOR CONTINUOUS DUTY AT FULL LOAD TORQUE:. A INSULATION). 3. CAPACITY AND TORQUE: SUFFICIENT TO START ACCELERATE, AND OPERATE CONNECTED LOADS AT DESIGNATED SPEEDS Al' INSTALLED ALTITUDE AND ENVIRONMENT, WITH INDICATED OPERATING t EQUENCE BUT WITHOUT EXCEEDING NAMEPLATE RATINGS OR CONSIDERING SERVICE FACTOR. 4. PHASES AND CURRENT CHARACTERISTICS: SQUIRREL-CAGE INDUCTION POLYPHASE MOTORS FOR 1/2 HP AND LARGER. PERMANENT-SPLIT CAPACITOR OR CAPACITOR-START SINGLE-PHASE MOTORS FOR 13 HP AND SMALLER, EXCEPT 1i6 HP AND SMALLER MAY AT • EQUIPMENT MANUFACTURER'S OPTION_, BE SPLIT-PHAS 'TYPE. COORDINATE CURRENT CHARACTERISTICS WITH POWER SPECIFIED IN DIVISION 26 SECTIONS AND WITH INDIVIDUAL EQUIPMENT REQUIREMENTS. 5. DO NOT PURCHASE MOTORS UNTIL POWER CHARACTERISTICS AND ROTATION DIRECTION HAVE, BEEN CONFIRMED. 6. SERVICE FACTOR: 1.15 • FOR POLYPHASE MOTORS AND 1.35 FOR SINGLE-PHASE MOTORS. B. MOTOR CONSTRUCTION: GENERAL PURPOSE, CONTINUOUS DUTY MOTORS, DESIGN "B", EXCEPT "C" WHERE REQUIRED FOR HIGH STARTING TORQUE. 1. FRAMES: NEMA STANDARD, 2. BEARINGS: ANTIFRICTION BALL OR SLEEVE BEARINGS WITH INNER AND OUTER SHAFT SEALS GREASEABL.E EXCEPT PERMANENTLY SEALED WHERE MOTOR IS NORMALLY INACCESSIBLE FOR REGULAR MAINTENANCE. WHERE BELT DRIVES AND OTHER DRIVES PRODUCE LATERAL OR AXIAL THRUST IN MOTOR, BEARINGS DESIGNED TO RESIST THRUST LOADING. REFER TO DIVISIONS 22 AND 23 SECTIONS FOR FRACTIONAL-HP LIGHT-DUTY MOTORS WHERE SLEEVE-TYPE BEARINGS ARE PERMITTED. 3. ENCLOSURE TYPE: EXCEPT AS OTHERWISE INDICATED OPEN DRIPPROOF MOTORS FOR INDOOR USE WHERE SATISFACTORILY HOUSED AND GUARDED DRIPPROOF MOTORS WHERE EXPOSED TO CONTACT BY EMPLOYEES AND BUILDING OCCUPANTS. TOTALLY ENCLOSED FAN COOLED FOR OUTDOOR USE. 4. OVERLOAD PROTECTION: INCLUDE FOR EACH MOTOR. BUILT-IN (MANUAL RESET) FOR 120, 208, AND 277 VOLT, SINGLE PHASE MOTORS. 5. EFFICIENCY: MOTORS ARE TO BE 'ENERGY EFFICIENT" HAVING MINIMUM EFFICIENCY AS SCHEDULED IN ACCORDANCE WITH IEEE 112, TEST METHOD B. 6. POWER FACTOR: MINIMUM 85 PERCENT UNDER FULL LOAD CONDITIONS. WHERE LESS THAN 85 PERCENT, INCLUDE POWER FACTOR CORRECTION TO MINIMUM 90 PERCENT. C. MANUFACTURERS: EXCEPT WHERE ITEM OF PLUMBING AND HVAC EQUIPMENT (WHICH OTHERWISE COMPLIES WITH REQUIREMENTS IN THIS SECTION) IS INTEGRALLY EQUIPPED WITH MOTOR PRODUCED BY ANOTHER • MANUFACTURER, INCLUDE MOTORS BY ONE OF THE FOLLOWING MANUFACTURERS: BALDOR ELECTRIC CO., GENERAL ELECTRIC CO., RELIANCE ELECTRIC MOTORS, OR SQUARE D. 2.2 MOTOR STARTERS A. GENERAL: COMPLY WITH REQUIREMENTS IN DIVISION 26 FOR FACTORY INSTALLED STARTERS. FIELD INSTALLED STARTERS ARE SPECIFIED IN DIVISION 26 WORK. PART 3 - EXECUTION 3.1 MOTORS A. WHERE MOTORS ARE FURNISHED FOR FIELD MOUNTING, INSTALL MOTORS ON MOTOR MOUNTING SYSTEMS IN ACCORDANCE WITH MOTOR MANUFACTURER'S INSTRUCTIONS, SECURELY ANCHORED TO RESIST TORQUE, DRIVE THRUSTS, AND OTHER EXTERNAL FORCES INHERENT IN MECHANICAL WORK. SECURE SHEAVES AND OTHER DRIVE UNITS TO MOTOR SHAFTS WITH KEYS AND ALLEN SET SCREWS EXCEPT MOTORS OF 1/_3 HP AND LESS MAY BE SECURED WITH ALLEN SCREWS ON 0-LAT SURFACES OF SHAFT._ UNLESS OTHERWISE INDICATED, SET MOTOR SHAFTS PARALLEL WITH MACHINE SHAFTS. 3.2 STARTERS A. COORDINATE WITH DIVISION 26 WORK TO INSTALL STARTERS AND WIRING DEVICES NEAR MOTORS OR AS INDICATED ON THE DRAWINGS. SECURELY SUPPORT AND ANCHOR IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. LOCATE FOR PROPER OPERATIONAL ACCESS, INCLUDING VISIBILITY FOR SAFETY. 3.3 EQUIPMENT AND MOTOR CONNECTIONS A. INSTALL FLEXIBLE-CONDUIT CONNECTION TO MOTOR AND EQUIPMENT FOR PACKAGED AND NON-PACKAGED EQUIPMENT THAT IS FACTORY ASSEMBLED. COMPLY WITH APPLICABLE PROVISIONS OF DIVISION 26 SECTIONS FOR WIRING MATERIALS AND WIRING SERVICES. B. REFER TO DIVISION 26 SECTIONS FOR INSTALLATION REQUIREMENTS. DIVISIONS 22 AND 23 SHALL PROVIDE WORK NOT INDICATED IN DIVISION 26 FOR A COMPLETE AND OPERATING SYSTEM. WHERE A CONFLICT OCCURS BETWEEN DIVISIONS 22 AND 23 AND DIVISION 26 DIVISION 22 OR 23 SUB-CONTRACTOR SHALL PROVIDE WORK FOR A COMPLETE AND OPERATING SYSTEM. END OF SECTION SECTION 200548 - VIBRATION ISOLATION AND SEISMIC CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. DESCRIPTION: WORK INCLUDES PRODUCTS TO ISOLATE BUILDING STRUCTURE AND OCCUPIED SPACES FROM VIBRATION TRANSMISSION AND INCLUDES SEISMIC RESTRAINTS FOR PLUMBING AND HVAC EQUIPMENT AND DISTRIBUTION SYSTEMS. 1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH VIBRATION ISOLATOR, BASE, SEISMIC RESTRAINT, AND APPURTENANCE. B. CALCULATIONS: SIZING AND WEIGHT DISTRIBUTION FOR VIBRATION ISOLATORS, BASES, AND SEISMIC RESTRAINTS. C. VIBRATION ISOLATION BASE DETAILS: DETAIL FABRICATION, INCLUDING ANCHORAGES AND ATTACHMENTS TO STRUCTURE AND TO SUPPORTED EQUIPMENT. D. SEISMIC RESTRAINT DETAILS: DETAIL FABRICATION AND ATTACHMENT OF SEISMIC RESTRAINTS. E. ISOLATOR SCHEDULE LIST: LIST SIZE, TYPE, LOAD, AND STATIC DEFLECTION OF EACH ISOLATOR. 1.3 CONTRACTOR RESPONSIBILITY FOR VIBRATION ISOLATION AND SEISMIC RESTRAINTS A. GENERAL: A SINGLE SUPPLIER SHALL SELECT AND FURNISH ISOLATION MOUNTS, PADS, SEISMIC RESTRAINTS, SWAY BRACES, RELATED HARDWARE, AND FABRICATE ISOLATION BASES FOR THE PFROJECT UNLESS OTHERWISE SPECIFIED. PART 2 - PRODUCTS • 2.1 GENERAL A. MANUFACTURERS: MASON INDUSTRIES, AMBER/BOOTH, KINETICS NOISE CONTROL, VIBRATION MOUNTINGS & CONTROLS, VIBRO-ACOUSTICS, CALIFORNIA DYNAMICS CORP (CALDYN),_ TOLCO OR APPROVED. MASON INDUSTRIES MODEL NUMBERS ARE LISTED. PART 3 INSTALL.ATION 3.1 INSPECTION A. DESCRIPTION: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 3.2 EQUIPMENT A. SPRING MOUNTS: 1. MARK VIBRATION ISOLATORS TO SHOW UNDEFLECTED HEIGHT TO VERIFY PROPER ISOLATION AFTER INSTALLATION. INSTALL ISOLATORS FOR SINGLE PIECE OF EQUIPMENT WITH APPROXIMATELY EQUAL DEFLECTION. MOUNT EQUIPMENT LEVEL. 2. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER TO ENSURE PROPER MOUNTING ATTACHMENT POINTS FOR SEISMIC RESTRAINED SPRINGS. B. • SPRING HANGER RODS: ALIGN ISOLATOR TO CLEAR ISOLATOR HOUSING. INSTALL HOUSING AS CLOSE AS POSSIBLE TO STRUCTURE. C. BASES: 1. ATTACH CURB MOUNTED ISOLATION BASE AND RIGID ROOF CURB TO ROOF STRUCTURE AND ATTACH ROOFTOP HVAC UNIT TO CURB IN ACCORDANCE WITH ENGINEER, MANUFACTURERS' RECOMMENDATIONS, SPECIALTY CONSULTANT OR SEISMIC RESTRAINT DEVICE MANUFACTURERS DESIGN. 3.3 DUCTWORK A. DUCT CLEARANCE: INSTALL VIBRATION-ISOLATED DUCTS TO ALLOW MINIMUM 2 INCH GAP BETWEEN TOP OF DUCT AND UNDERSIDE OF FLOOR STRUCTURE ABOVE. B. VIBRATION ISOLATOR HOUSING: INSTALL AS CLOSE AS POSSIBLE STRUCTURE. C. FLEXIBLE CONNECTORS: INSTALL IN DUCTS AT CONNECTIONS TO EQUIPMENT. D. DUCTS WITHIN SHAFTS., INSTALL WITHOUT CONTACT WITH WALLS. ANCHOR TO BUILDING STRUCTURE AT FLOOR • ONLY. 3.5 EQUIPMENT, PIPING, AND DUCT SEISMIC RESTRAINTS A. GENERAL: COMPLY WITH REQUIREMENTS IN IBC AND ASCE 7-05 UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. B. COORDINATION: COORDINATE WITH SUBMITTALS AND SHOP DRAWINGS OF PLUMBING AND HVAC EQUIPMENT SUCH AS AIR HANDLING UNITS. COORDINATE WITH GENERAL PCOOINNTTS.RACTOR AND STRUCTURAL ENGINEER TO ENSURE CORRECT MOUNTING ATTACHMENT C. VIBRATION-ISOLATED EQUIPMENT, PIPING, AND DUCTS: 1. INSTALL SEISMIC RESTRAINTS WITH FACTORY SET CLEARANCES. INSTALL SEISMIC RESTRAINT TO AVOID SHORT CIRCUITING OF VIBRATION ISOLATORS. 2. ISOLATE BOLTS FROM DIRECT CONTACT WITH STRUCTURE. 3.7 ELECTRICAL CONNECTIONS TO VIBRATION ISOLATED EQUIPMENT A. COMPLY WITH REQUIREMENTS IN SECTION 200513. B. DO NOT INSTALL CONDUIT CLAMPS OR HANGERS BETWEEN FLEXIBLE RACEWAY TERMINATION AND EQUIPMENT CONNECTION. C. RECOMMENDED MINIMUM FLEXIBLE RACEWAY •LENGTH IS 6 FEET. END OF SECTION SECTION 200593 - TESTING, ADJUSTING, AND BALANCING PART 1 - GENERAL 1.1 SECTION INCLUDES A. DESCRIPTION: WORI: INCLUDES TESTING, ADJUSTING, AND BALANCING (TAB) OF MECHANICAL SYSTEMS. 1.2 QUALITY ASSURANCE A. CODES AND STANDARDS: 1. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 2. UL 873, STANDARD FOR TEMPERATURE - INDICATING AND TEMPERATURE-REGULATING EQUIPMENT. B. TAB SUBCONTRACTOR:_ 1. GENERAL: TAB WORK PERFORMED BY AN INDEPENDENT SUBCONTRACTOR, NOT AFFILIATED WITH THE • CONTRACTOR. LANDLORD MAY REQUIRE SPECIFIC CONTRACTOR FOR BALANCING. 2. QUALIFICATIONS: CERTIFIED BY NATIONAL ENVIRONMENTAL BALANCING BUREAU 3. 81(PIERENO.cER AS7v1CgititlEa AIR BALANCE AOJECCIT'S (OF SliAILAR SCOPE AND COMPLEAI T 1.3 SUE3MI1TALS A. BALANCING REPORT: 1, PROVIDE COMPLETE BALANCING REPORT IN ACCORDANCE WITH NEBB REQUIREMENTS: PART 2 - PRODUCTS 2.1 INSTRUMENTS A. GENERAL: FURNISH MATERIALS AND EQUIPMENT NECESSARY TO PERFORM THE WORK. B. INSTRUMENTATION: USE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PART 3 - • EXECUTION 3.1 INSPECTION A. DESCRIPTION: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. BEGINNING WORK CONSTITUTES ACCEPTANCE OF • CONDITIONS AS SATISFACTORY. 3.2 WORK BY TAB SUBCONTRACTOR A. GENERAL: ADJUST QUANTITIES TO WITHIN 10 PERCENT OF DESIGN VALUES: B. FOR ROOMS AND TERMINAL UNITS THAT ARE IDENTIFIED TO MAINTAIN NEGATIVE PRESSURE RELATIONSHIPS TO ADJACENT ROOMS, ADJUST AIR QUANTITIES TO WITHIN THE PERCENT OF DESIGN VALUES. C. SYSTEMS: INCLUDE BUT ARE NOT UMITED TO SUPPLY, RETURN, EXHAUST, AND VENTILATION AIR SYSLTEMS. D. EXISTING SYSTEMS: PERFORM TAB FOR EXISTING AIR HANDLING SYSTEMS (NOTED ON PLANS) WORK SHALL INCLUDE SAME • ACTIVITIES AS FOR NEW SYSTEM. E. FILTER 'PRESSURE DROP: FOLLOWING PROPORTIONAL ADJUSTMENT OF SUPPLY AIR OUTLETS, MEASURE INITIAL CLEAN FILTER PRESSURE DROP. SIMULATE FILTER LOADING BY COVERING FACE OF FILTERS TO INCREASE FILTER PRESSURE DROP. REMEASURE CLEAN FILTER PRESSURE DROP AT FINAL FAN SETTING. F. FAN ADJUSTMENT AND DRIVE CHANGES: MECHANICAL SUB CONTRACTOR SHALL PROVIDE MOTORS, SHEAVES AND BELTS AS REQUIRED FOR BALANCER TO ACCOMPLISH WORK. G. OUTDOOR AIR/ECONOMIZER CYCLES: AFTER SUPPLY AIR OUTLETS AND RETURN AIR INLETS ARE IN BALANCE AND AIR QUANTITIES CORRECT ADJUST OUTDOOR AIR DAMPER TO AIR QUANTITY INDICATED ON THE DRAWINGS FOR EACH SYSTEM. H. MARKING OF ADJUSTMENTS: 1. AFTER FINAL INSPECTION AND RECHECK, PERMANENTLY MARK DAMPERS, VALVES, AND OTHER ADJUSTMENT DEVICES TO ALLOW ADJUSTMENT TO BE RESTORED IF DISTURBED IN THE FUTURE. END OF SECTION SECTION 200700 - MECHANICAL INSULATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. DESCRIPTION: WORK INCLUDES INSULATION FOR PLUMBING AND HVAC PIPING, DUCTWORK, AND EQUIPMENT. 1.2 QUALITY ASSURANCE A. CODES AND STANDARDS: 1. APPLICABLE ENERGY CODE. 2. ASTM E 84, STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 3. ASTM E 96, STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS. 4. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 5. NFPA 255, SURFACE BURNING CHARACTERISTICS BUILDING MATERIALS. 6. UL 723, TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 1.3 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA FOR EACH TYPE OF REQUIRED INSULATION. 1.4 SURFACE BURNING CHARACTERISTICS A. PROVIDE COMPOSITE OR COMPONENT RATINGS PER NFPA 255, ASTM E 84, AND UL 723 AS FOLLOWS: FLAME SPREAD RATING NOT GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT GREATER THAN 50. B. COMPOSITE INCLUDES INSULATION, JACKETING, AND ADHESIVE USED TO SECURE JACKETING OR FACING. C. COMPONENTS INCLUDE PVC JACKETING AND FITTINGS, ADHESIVE, MASTIC, CEMENT, TAPE, AND CLOTH. PART 2 - PRODUCTS 2.1 MATERIALS A. FIBERGLASS PIPE INSULATION: ASTM C 547, TYPE 1. B. FIBERGLASS PIPE FITTING INSULATION: THERMAL BLANKET, ASTM C 533, TYPE I OR II. C. CALCIUM SILICATE PIPE INSULATION: ASTM C 533, TYPE 1. D. FIBERGLASS DUCT INSULATION: ASTM C 553, lYPE I, II, OR III, ASTM C 1290, ASTM C 1139 TYPE III (FACED),_ ASTM E 84, AND ASTM C 1136, TYPE II FOR FSK JACKET. E. ADHESIVES, SEALERS, STAPLES, BINDS, WIRES AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. 2.2 MANUFACTURERS A. FIBERGLASS PIPE AND DUCT INSULATION: CERTAINTEED, KNAUF INSULATION, JOHNS MANVILLE, OWENS-CORNING, OR APPROVED. 2.3 PIPING SYSTEM INSULATION A. INSULATION MATERIALS AND THICKNESSES SHALL MEET OR EXCEED THE INSULATION REQUIREMENTS OF THE APPLICABLE ENERGY CODE. WHERE INSULATION THICKNESS SPECIFIED IS LARGER THAN THOSE LISTED IN THE APPLICABLE ENERGY CODE, USE THE LARGER VALUES. B. INSULATE COLD PLUMBING WITH FIBERGLASS, 1 INCH THICK FOR ALL SIZES. C. INSULATE HOT PLUMBING PIPING WITH THE 1 INCH THICK FOR PIPE SIZES 2 INCHES AND SMALLER. D. INCREASE THICKNESS BY 1/2 INCH WHERE PIPING IS LOCATED OUTDOORS OR OTHERWISE EXPOSED TO AMBIENT AIR. E. INCLUDE FACTORY APPLIED ASJ/SSL ON FIBERGLASS PIPING INSULATION. 2.4 DUCT SYSTEM INSULATION A. DUCT WRAP: FLEXIBLE FIBERGLASS DUCT WRAP INSULATION WITH FACTORY APPLIED FSK FACING (VAPOR BARRIER) CONSISTING OF ALUMINUM FOIL REINFORCED WITH FIBERGLASS SCRIM LAMINATED TO UL RATED KRAFT. B. INSULATE ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK WITH FSK GLASS FIBER INSULATION HAVING A MINIMUM R-VALUE OF 7 AND VAPOR BARRIER JACKET. 2.5 JACKETING A. METAL: .016 INCH THICK ALUMINUM OR .1 IN THICK STAINLESS STEEL WITH MOISTURE BARRIER ON INNER SURFACE. ASTM B 209. PART 3 - EXECUTION 3.1 INSPECTION A. GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. B. CUT INSULATION SLIGHTLY LONGER THAN CIRCUMFERENCE OF DUCT TO INSURE FULL THICKNESS AT CORNERS. APPLY INSULATION WITH EDGES TIGHTLY STITCHED WITH STAPLES. TAPE STITCHED SEAM WITH 3 INCH WIDE PRESSURE SENSMVE ALUMINUM FOIL TAPE OR SEAL JOINTS WITH 2 COATS OF VAPOR BARRIER MASTIC REINFORCED WITH ONE LAYER OF OPEN WEAVE GLASS FABRIC. A. SECURE INSULATION TO BOTTOM OF RECTANGULAR AND SQUARE DUCTS 18 INCHES AND WIDER WITH WELDED PINS AND SPEED CUPS ON 18 INCH CENTERS. CUT OFF PROTRUDING ENDS OF THE PINS FLUSH AFTER SPEED CLIPS HAVE BEEN INSTALLED. SEAL VAPOR BARRIER FACING WHERE PINS HAVE PIERCED THROUGH WITH TAPE OF SAME MATERIAL BY APPLYING VAPOR BARRIER ADHESIVE TO BOTH SURFACES AS RECOMMENDED BY THE MANUFACTURER. B. INSTALL DUCT WRAP WITH MAXIMUM 25 PERCENT COMPRESSION. C. EXHAUST DUCTS UNINSULATED. D. SEAL OTHER JOINTS AND PENETRATIONS OF THE VAPOR BARRIER FACING WITH 3 INCH WIDE PRESSURE SENSMVE ALUMINUM FOIL TAPE. SEAL CUTS OR TEARS WITH STRIPS OF THE ALUMINUM FOIL TAPE. E. OUTDOOR EXPOSED CONDITIONED AIR DUCTS: 1. INSTALL WEATHERPROOF MASTIC AND GLASS CLOTH PER MANUFACTURER'S RECOMMENDATIONS. 2. LOCATE JOINTS AND LONGITUDINAL SEAMS OF METAL JACKETING TO SHED WATER MINIMUM 3 INCH OVERLAP, WEATHER SEALED. INSTALL STRAPS OVER 2 INCH WIDE BUTT STRIPS ON MAXIMUM 18 INCH CENTERS. END OF SECTION SECTION 200820 - SYSTEMS OPERATIONS AND MAINTENANCE MANUALS PART 1 - GENERAL 1.1 SECTION INCLUDES G. DESCRIPTION: WORK INCLUDES PREPARATION OF MECHANICAL SYSTEMS OPERATION AND MAINTENANCE MANUALS. 1.2 SCOPE OF WORK A. PRODUCT DATA AND PARTS UST: INCLUDE LOCAL SOURCE OF SUPPLY FOR PARTS AND REPLACEMENT. LIST PARTS AND COMPONENTS OF EQUIPMENT STATING CATALOG NUMBER (SERIAL NUMBER AND RATINGS, SUCH AS HP, VOLTAGE, AND GPM.) AND SIZE OF PART USED IN OR ON EQUIPMENT. B. TROUBLESHOOTING GUIDE. C. MANUFACTURER'S INSTALLATION AND SERVICE INSTRUCTIONS. D. MANUFACTURER'S SERVICE INSTRUCTIONS. E. START-UP INSTRUCTIONS WITH CERTIFICATES OF START-UP AND VERIFICATION. F. FINAL APPROVED SUBMITTALS. G. WARRANTIES. PART 2 - PRODUCTS 2.1 FORMAT A. ASSEMBLE OPERATION AND MAINTENANCE MANUAL IN 3-RING BINDER(S). END OF SECTION bto-):7-.7 F?EPARATE. EFIM APPRoIT v AID REn,„ A %44-HRED L RECEIVED OCT 1 3 2010 PERMIT CENTER REVISIONS ac) MECHANICAL SPECIFICATIONS a_ NAC NO 121-10017 HEI NO 10113 DRAWN JMR CHECKED RKE DATE 9-10-2010 DIVISION 20 CONTINUED SECTION 202110 - PIPING PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES PIPING AND ASSOCIATED APPURTENANCES FOR PIPING THAT APPLY TO MULTIPLE SYSTEMS. PIPING SPECIFIC TO A SINGLE SYSTEM IS SPECIFIED IN THAT PARTICULAR SECTION. 1.2 QUALITY ASSURANCE A.CODES AND STANDARDS: 1. ASME B31.1, POWER PIPING. 2.ASME B31.9, BUILDING SERVICES PIPING. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH TYPE OF PIPING, FITTINGS AND ASSOCIATED APPURTENANCES. B.TESTING REPORTS: PRESSURE TESTING RECORDS. PART 2 - PRODUCTS 2.1 GENERAL A.PRESSURE RATINGS: PROVIDE COMPONENTS WITH MINIMUM PRESSURE RATING OF 125 PSIG WORKING . 2.2 MANUFACTURERS PRESSURE A.COPPER TUBING: CERRO, MUELLER, WOLVERINE. B.COPPER TUBE FITTINGS: NIBCOS, MUELLER, ELKHART. C.GASKETS: CRANE, GARLOCK, U. S. RUBBER, ANCHOR, FLEXITALLIC. D.SHAPED NIPPLES: ALLIED, BONNEY FORGE. 2.3 COPPER TUBING A.TUBING, ABOVE GRADE: TYPE L COPPER WATER TUBE, HARD-DRAWN, ASTM B 88. B.TUBING, UNDERGROUND: TYPE K COPPER WATER TUBE, SOFT-DRAWN, ASTM B 88. C.FITTINGS: WROUGHT COPPER SOLDER FITTINGS AND SCREWED ADAPTER% ASME B16.22; CAST BRONZE SOLDER' JOINT FIITINGS AND SCREWED ADAPTERS, ASME B16.18. D.UNIONS: WROUGHT COPPER SOLDER JOINT UNIONS, ASME B 16.22; CAST BRONZE SOLDER JOINT FITTINGS, ASME B 16.18. E. FLANGES AND FLANGED FITTINGS: CAST BRONZE, 125 POUND CLASS, ASME STANDARDS. F. GASKETS: 1/16 INCH THICK COMPRESSED NON-ASBESTOS MATERIAL SELECTED FOR APPLICABLE TEMPERATURE AND PRESSURE OF SYSTEMS INSTALLED. FULL FACE GASKETS FOR FLAT FACED FLANGES. G.JOINT COMPOUND: TEFLON TAPE. H.SOLDER MATERIAL: 95 PERCENT TIN, 5 PERCENT ANTIMONY SOLDER OR 96 PERCENT TIN 4 PERCENT SILVER CONFORMING TO ASTM B 32. J.W. HARRIS "BRIDGIT", HARDY & HARMAN„ ALLSTATE OR APPROVED. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A.INSTALL PIPING, FITTINGS AND APPURTENANCES IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH WILL ACHIEVE PERMANENTLY LEAKPROOF PIPING SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE. B.INSTALL PIPE GENERALLY SLOPED TO PERMIT DRAINAGE AT LOW POINTS, FREE FROM SAGS„ BENDS, AND TRAPS, AND IN A MANNER TO CONSERVE SPACE FOR OTHER WORK. 3.2 FLUSHING A.FLUSH PIPING WITH CLEAN WATER PRIOR TO CONNECTING TO EXISTING SYSTEMS AND PRESSURE TESTING. 3.3 PRESSURE TESTING A.TEST PIPING SYSTEMS BEFORE INSULATION HAS BEEN APPLIED AND BEFORE BACKFILLING. B.TEST PRESSURES AND DURATION: TEST PIPING SYSTEMS AT PRESSURE OF 1-1/2 TIMES THE DESIGN WORKING PRESSURE OR AT 100 PSIG WHICHEVER IS GREATER. MAINTAIN TEST PRESSURE FOR SUFFICIENT TIME TO PERT COMPLETE INSPECTION OF SYSTEM UNDER TEST. MINIMUM 2 HOUR DURATION. TEST IN SECTIONS AND TEST ENTIRE SYSTEM WHEN COMPLETELY INSTALLED. C.TEST REPAIRS: 1. REMOVE MATERIALS SUCH AS GASKETS AND BOLTS DAMAGED DURING TESTS AND FLUSHING AND PROVIDE NEW COMPONENTS. 2.USE NEW GASKETS EACH TIME A FLANGED JOINT IS MADE UP. 3.REPAIR DEFECTS WHICH DEVELOP DURING TESTING AND RETEST PIPING SYSTEMS UNTIL THEY SHOW NO DEFECT OR WEAKNESS AND ARE TIGHT. DO NOT USE CHEMICALS, STOP-LEAK COMPOUNDS, MASTICS_, OR OTHER TEMPORARY REPAIR METHODS. D.TEST RECORDS: MAKE AND SUBMIT RECORDS FOR EACH PIPING INSTALLATION. INCLUDE COPIES IN THE OPERATION AND MAINTENANCE MANUAL. END OF SECTION SECTION 202115 - PIPING SPECIALTIES PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES PIPE HANGERS AND SUPPORTS, STRAINERS, THERMOMETERS, PRESSURE GAGES, TEMPERATURE/PRESSURE TEST PORTS (PEES PLUGS), AIR VENTS, ALIGNMENT GUIDES„ AND ASSOCIATED APPURTENANCES FOR PIPING THAT APPLY TO MULTIPLE SYSTEMS. SPECIALTY COMPONENTS SPECIFIC TO A SINGLE SYSTEM ARE SPECIFIED IN THAT PARTICULAR SECTION. 1.2 QUALITY ASSURANCE A.CODES AND STANDARDS: 1.ASME B31.1, POWER PIPING. 2.ASTM E 84, STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 3.NFPA 255_, SURFACE BURNING CHARACTERISTICS BUILDING MATERIALS. 4.UL 723, TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. B.MSS COMPLIANCE: COMPLY WITH MSS SP-58 FOR MATERIALS DESIGN, AND MANUFACTURE OF PIPE HANGERS AND SUPPORTS. COMPLY WITH MSS SP-69 FOR SELECTION AND APPLICATION OF PIPE HANGERS AND SUPPORTS. COMPLY WITH MSS SP-89 FOR FABRICATION AND INSTALLATION OF PIPE HANGERS AND SUPPORTS. REFER TO MSS SP-90 FOR TERMINOLOGY USED IN THIS SECTION. C.PIPE HANGERS AND CLAMPS AND RELATED COMPONENTS INSTALLED IN CEILING SPACES USED AS A RETURN AIR PLENUM SHALL HAVE RATINGS PER NFPA 255, ASTM E 84, AND UL 723 WITH FLAME SPREAD RATING NOT GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT GREATER THAN 50. PART 2 - PRODUCTS 2.1 GENERAL A.FURNISH FACTORY-FABRICATED PIPING SPECIALTIES PIPE HANGERS PIPE SUPPORTS, ANCHORS, DIELECTRIC UNIONS, THERMOMETERS, PRESSURE GAUGE AND PIPE ESCUTCHEONS RECOMMENDED BY MANUFACTURERS FOR USE IN SERVICES INDICATED. B.MATERIALS: MATCH PIPING MATERIAL AT POINT OF CONTACT WITH PIPING. PART 3 - EXECUTION 3.1 PIPE HANGERS AND SUPPORTS A.GENERAL: INSTALL BUILDING ATTACHMENTS AT REQUIRED LOCATIONS WITHIN CONCRETE OR ON STRUCTURE STEEL FOR PROPER PIPING SUPPORT. INSTALL ADDITIONAL SUPPORTS AT CONCENTRATED LOADS, INCLUDING VALVES FLANGES, GUIDES, STRAINERS, EXPANSION JOINTS AND AT CHANGES IN DIRECTION OF PIPING. B.INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERT, BOLTS, RODS, NUTS, WASHERS AND OTHER ACCESSORIES. 3.2 DIELECTRIC UNIONS AND NIPPLES A.INSTALL AT THE FOLLOWING LOCATIONS: 1. AT BLACK AND GALVANIZED STEEL PIPING CONNECTIONS TO COPPER TUBING. 2.AT BLACK STEEL PIPING CONNECTIONS TO BRONZE VALVES AND SIMILAR DEVICES. 3.3 PIPE- ESCUTCHEONS A.INSTALL ESCUTCHEONS AT WALL, FLOOR AND CEILING PENETRATIONS IN EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. USE DEEP-PATTERN ESCUTCHEONS IF REQUIRED TO CONCEAL PROTRUDING PIPE FITTINGS. ESCUTCHEONS NOT REQUIRED WHERE SLEEVES PROJECT ABOVE FLOOR. END OF SECTION DIVISION 21 SECTION 211000 - AUTOMATIC FIRE SUPPRESSION SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES DESIGN AND CONSTRUCTION OF COMPLETE AUTOMATIC WET FIRE SUPPRESSION SYSTEMS BY EXTENDING EXISTING SYSTEM TO SERVE AFFECTED AREA. B.GENERAL REQUIREMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, DIVISION 01, AND SECTIONS 200500 AND 200510 APPLY TO WORK IN THIS SECTION. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND ORDINANCES. B.AUTHORITIES HAVING JURISDICTION (AHJS): C.LOCAL FIRE DEPARTMENT. D.CODES AND STANDARDS: NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS AND LOCAL JURISDICTION REQUIREMENTS. E.FIRE SPRINKLER SYSTEM CONTRACTOR'S QUALIFICATIONS FOR PREPARATION OF SHOP DRAWINGS, INSTALUkTIONS, INSPECTIONS, MAINTENANCE, AND SERVICING: ONLY LICENSED FIRE PROTECTION SPRINKLER SYSTEM CONTRACTORS SHALL EXECUTE CONTRACTS FOR INSTALLATION, INSPECTION, MAINTENANCE, OR SERVICING OF FIRE PROTECTION SPRINKLER SYSTEMS OR ANY PART OF SUCH SYSTEM. F. FIRE SPRINKLER SYSTEM CONTRACTOR'S QUALIFICATIONS: ACTIVE NICET LEVEL III (CERTIFIED ENGINEERING TECHNICIAN) CERTIFICATION IN FIRE PROTECTION ENGINEERING TECHNOLOGY/AUTOMATIC SPRINKLER SYSTEM • LAYOUT. G.TENANT CRITERIA: REVIEW MALL/TENANT CRITERIA FOR ADDITIONAL REQUIREMENTS AS THEY PERTAIN TO FIRE SPRINKLER SYSTEMS. 1.3 SYSTEM DESIGN CRITERIA A.DESIGN, FURNISH, AND INSTALL COMPLETE OPERABLE FIRE SUPPRESSION SYSTEMS IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF IBC, IFC, NFPA 13, AND APPLICABLE CITY„ COUNTY, AND STATE LAWS, CODES, AND STANDARDS. INCLUDE VALVES FLOW SWITCHES, TAMPER SWITCHES, LOW AIR PRESSURE SWITCHES, AND ACCESSORIES TO MEET REQUIREMENTS OF AHJS AND AFOREMENTIONED CODES AND STANDARDS. B.IN AREAS WHERE LOCAL CODES REQUIRE COVERAGE BY EITHER FIRE SPRINKLERS OR HEAT DETECTORS, PROVIDE COVERAGE BY FIRE SPRINKLERS. C.THE CONTRACTOR AND THE FIRE SUPPRESSION SYSTEM SUBCONTRACTOR SHALL MEET WITH THE AHJS PRIOR TO PREPARATION OF SHOP DRAWINGS, HYDRAULIC CALCS AND EARTHQUAKE BRACING CALCULATIONS TO REVIEW PROCEDURES FOR HANDLING SUBMITTALS, INSPECTION, TESTING, AND FOR GENERAL COORDINATION AND TO VERIFY SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS. _ D.OBTAIN LATEST WATER SUPPLY ENGINEERING TEST DATA PRIOR TO DESIGN. • INCLUDE 10 PERCENT SAFETY MARGIN IN SYSTEM DESIGN. IF TEST DATA IS NOT AVAILABLE, CONDUCT TEST TO DETERMINE AVAILABLE FLOW AND PRESSURES TO HYDRAULICALLY DESIGN SYSTEM. E.COORDINATION WITH OTHER TRADES: 1. COORDINATE FIRE SUPPRESSION WORK WITH THAT OF MECHANICAL., SHEET METAL, PLUMBING, AND ELECTRICAL • SUBCONTRACTORS SO THAT BEST ARRANGEMENT OF EQUIPMENT, PIPING CONDUIT DUCTS AND SIMILAR ITEMS CAN BE OBTA_INED, 2.IDENTIFY POINTS OP CONFLICt BETWEEN THIS WORK AND THAT OF OTHER TRADES SO THAT CONFLICT MAY BE PROPERLY ADJUSTED. FIRE SUPPRESSION SYSTEM SUBCONTRACTOR SHALL REMOVE AND RE-INSTALL WORK WHICH INTERFERES WITH WORK OF OTHER TRADES AT NO ADDITIONAL COST TO THE OWNER. F.NO CHANGE ORDERS WILL BE ISSUED FOR ADDITIONS AND DELETIONS OF SPRINKLER HEADS AND ASSOCIATED PIPING EXCEPT AS SUCH ADDITIONS AND DELETIONS STEM FROM CHANGES IN BUILDING DESIGN MADE SUBSEQUENT TO APPROVAL OF SHOP DRAWINGS. 1.4 SUBMITTALS A.COMF'LY WITH REQUIREMENTS IN DIVISION 01 AND SECTION 200500. B.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH ITEM SPECIFIED IN THIS SECTION. C.SHOP DRAWINGS AND CALCULATIONS: 1. COMPLY WITH REQUIREMENTS IN NFPA 13. 2.SUBMIT PRELIMINARY LAYOUT SHOWING ONLY HEAD LOCATIONS FOR REVIEW BY THE ALE. INCLUDE ADDITIONAL HEADS WHICH MAY BE REQUIRED FOR COORDINATED CEILING PATTERN AT NO ADDITIONAL COST TO THE OWNER EVEN THOUGH NUMBER OF HEADS MAY EXCEED MINIMUM CODE REQUIREMENTS. INDIaATE SPRINKLER HEAD LOCATIONS AS FOLLOWS: a.SUSPENDED ACCESSIBLE CEILINGS: LOCATE HEADS IN CENTER OF CEILING TILES UP TO 2 FOOT TILE DIMENSION, AND 1/4 SECTION INTERVALS FOR 4 FOOT TILE DIMENSION. b.SUSPENDED INACCESSIBLE CEILINGS: LOCATE HEADS IN CONJUNCTION WITH LIGHT FIXTURES AND OTHER DEVICES INSTALLED IN CEILING IN A SYMMETRICAL PATTERN. c.ARRANGE HEADS IN STRAIGHT LINES THAT ARE PARALLEL AND PERPENDICULAR TO WALLS. 3.AFTER A/E REVIEW OF SPRINKLER HEAD LOCATIONS, SUBMIT SHOP DRAWINGS AND HYDRAULIC AND EARTHQUAKE BRACING CALCULATIONS TO THE A/E OF ENTIRE SPRINKLER SYSTEM. SHOP DRAWINGS INCLUDE COMPLETE FLOOR • PLANS SHOWING NEW WORK AND SUFFICIENT EXTENT OF EXISTING WORK, LOCATIONS AND TYPES OF HEADS, PIPE SIZES AND CUTTING LENGTHS, • LOCATIONS AND SIZES OF REQUIRED BEAM PENETRATIONS LOCATIONS AND TYPES OF HANGERS TEST VALVE(S), DRAIN VALVES, AND OTHER RtLATED ITEMS. INDICATE EXPOSED WoRK. 4.INCLUDE RISERS FLOW SWITCHES, INSIDE SHUT-OFF VALVES TAMPER SWITCHES POST , INDICATOR VALVS, BACKFLOW PREVENTERS AND VAULTS, AND SIMILAR COMPONEiNTS. 5.INDICATE LOCATION' OF ALARM AND SUPERVISORY INITIATING DEVICES AND OTHER DEVICES AND ELECTRICAL EQUIPMENT ASSOCIATED WITH THE FIRE SUPPRESSION SYSTEMS. 6.FOLLOWING REVIEW AND APPROVAL BY THE A/E, SUBMIT SHOP DRAWINGS AND HYDRAULIC AND EARTHQUAKE BRACING CALCUIATIONS TO THE AHJS. DO NOT PROCEED WITH INSTALLATION UNTIL SHOP DRAWINGS HAVE BEEN APPROVED BY THE AHJS. D.CONTRACTOR'S MATERIAL AND TEST CERTIFICATE: SUBMIT TO CERTIFY MATERIAL SELECTION AND 'TESTING RESULTS USING FORM IN NFPA 13. COMPLETE APPLICABLE PORTIONS OF FORM AND SIGN AND DATE IT. E.OBTAIN FROM EACH AHJ WRITTEN CERTIFICATION THAT THE PERMANENT INSTALLATION HAS BEEN INSPECTED AND THAT IT COMPLIES WITH AHJS PUBLISHED REGULATIONS AND REQUIREMENTS. SUBMIT PRIOR TO SUBSTANTIAL COMPLETION. F. OPERATION AND MAINTENANCE DATA: 1.PREPARE COMPLETE, SIMPLE, UNDERSTANDABLE, STEP-BY-STEP, TESTING INSTRUCTIONS WITH • RECOMMENDED AND REQUIRED TESTING FREQUENCY OF EQUIPMENT WITH METHODS FOR TESTING EQUIPMENT. INCLUDE TROUBLE-SHOOTING MANUAL. 2.PREPARE COMPLETE, EASY-TO-READ, UNDERSTANDABLE MAINTENANCE INSTRUCTIONS INCLUDING THE FOLLOWING INFORMATION: a.INSTRUCTI()N ON REPLACING COMPONENTS OF SYSTEM INCLUDING INTERNAL PARTS. b.LIST OF EQUIPMENT AND COMPONENTS • WITH ADDRESS AND PHONE NUMBER OF • BOTH MANUFACTURER AND • LOCAL SUPPLIER OF EACH ITEM. 3.INCLUDE FIRE SUPPRESSION SYSTEM PRESSURE AND ALARM SYSTEM TESTS. 4.INCLUDE COPIES OF THE FOLLOWING PUBLICATIONS: a.NFPA 25, STANDARD FOR INSPECTION, TESTING, AND MAINTENANCE OF WATER BASED FIRE PROTECTION. 5.SUBMIT ONE WEEK MINIMUM PRIOR TO SYSTEM TRAINING. G.RECORD DRAWINGS: 1.PROVIDE IN ACCORDANCE WITH DIVISION 01 AND SECTION 200500. 2.SUBMIT ONE WEEK MINIMUM PRIOR TO SYSTEM TRAINING. PART M 2 UFA-- PRODUCTS 2.1 ANCTURERS A.MANUFACTURER OF EQUIPMENT REGULARLY ENGAGED IN THE MANUFACTURE OF COMPONENTS SPECIFIED AND WITH PUBLISHED CATALOGS LISTING PERTINENT SPECIFICATIONS OF ITEMS MANUFACTURED. B.MANUFACTURERS NAME AND • MODEL IDENTIFICATION USED THROUGHOUT THIS SECTION ARE TO ESTABLISH GENERAL CONFIGURATION, FUNCTION, SIZE, PERFORMANCE AND QUALITY. C.MANUFACTURERS: TYCO FIRE & BUILDING PRODUCTS (GIRINNELL.. GROOVED PRODUCTS, CENTRAL SPRINKLER, GEM SPRINKLER, AND STAR SPRINKLER), THE VIKING CORP. RELIABLE AUTOMATIC SPRINKLER CO., GLOBE FIRE SPRINKLER CORP., OR APPROVED. 2.2 GENERAL A.EQUIPMENT MATERIAL, AND COMPONENTS REQUIRED BY NFPA TO BE LISTED: UL LISTED AN1'.5 LABELED AND APPROVED BY FM AND AHJS. 2.3 PIPE AND FITTINGS A.PIPE: 1. COMPLY WITH REQUIREMENTS IN NFPA 13. 2.BLACK STEEL ASTM A 53, ASTM A 135, OR ASTM A 795. 3.PIPE, OTHER THAN SCHEDULE 40 OR SCHEDULE 10, ACCEPTABLE IF UL LISTED AND LABELED, FM APPROVED AND APPROVED BY AHJS. CPVC PIPE NOT ACCEPTABLE. 4.SCHEDULE 40 • PIPE USeD IN CUT GROOVE JOINTS. 5.SCHEDULE 10 PIPE USED FOR ROLLED GROOVED JOINTS. ROLLED GROOVED JOINTS FOR DRY PIPE SPRINKLER SYSTEMS NOT ACCEPTABLE. 6.1NTERNAL AND EXTERNAL GALVANIZED STEEL FOR EXTERIOR PIPES, DRY PIPE SPRINKLER SYSTEMS, AND • ()RAINS. • 7.FLEXIBLE HEAD DROP COUPLINGS MAY BE USED AT CONTRACTOR'S OPTION. IF FLEXIBLE HEAD DROP COUPLINGS ARE USED, USE THREADED FITTINGS. GASKET OR PRESSURE FIT 'TYPE FITTINGS NOT ACCEPTABLE. 8.DUCTILE IRON, CEMENT LINED, CLASS • 52, MECHANICAL OR PUSH-ON RESTRAINED JOINTS FOR UNDERGROUND PIPE. B. FITTINGS: 1. COMPLY WITH REQUIREMENTS IN NFPA 13. 2.MINIMUM 125 PSI CLASS. 3.2 INCH AND SMALLER: 150 POUND BLACK MALLEABLE OR DUCTILE IRON, SCREWED, ANSI B16.3 AND ASTM A 197. 4.2-1/2 INCH AND LARGER: GROOVED JOINT FITTINGS ,MALLEABLE IRON ASTM A 47 OR DUCTILE IRON ASTM A 536 BODIES. FLANGED FITTINGS, FORGED STEEL OR DUCTILE IRON. 5.GROOVED JOINT COUPLINGS: UL LISTED AND LABELED FOR SPRINKLER SERVICE. MALLEABLE IRON ASTM A 47 OR DUCTILE IRON ASTM A 536 HOUSING. CHLORINATED BUTYL GASKET. NUTS AND BOLTS ASTM A 183. MINIMUM 110 000 PSI TENSILE. 6.INTERNAL AND EXTERNAL GALVANIZED STEEL FITTINGS FOR EXTERIOR PIPES, DRY PIPE SPRINKLER SYSTEMS, AND DRAINS. 7.PLAIN END COUPLINGS: PLAIN END COUPLINGS (ROUST-A-BOUTS, PLAINLOKS OR SIMILAR COUPLINGS) NOT ACCEPTABLE. 8.HOLE CUT OUTLETS: a.NOT ACCEPTABLE FOR NEW SYSTEMS. 2.4 VALVES A.GENERAL: UL LISTED AND LABELED AND FM APPROVED, MINIMUM 175 PSI CLASS. 2.5 SPRINKLER HEADS A.AUTOMATIC SPRINKLER QUICK RESPONSE HEADS OF THE TYPE AS REQUIRED BY THE AFIJS AND FINISH FOR THE AREAS AND CEILING CONSTRUCTION DESIGNATED IN SCHEDULE ON THE DRAWINGS. B.OPERATING TEMPERATURE: COMPLY WITH REQUIREMENTS IN NFPA 13. SELECT TO COMPENSATE FOR TFIE MAXIMUM TEMPERATURES WHICH OCCUR IN A PARTICULAR AREA DURING EITHER WINTER OR SUMMER CONDITIONS FROM SUCH SOURCES AS UNIT HEATERS AND SUNLIGHT. IN NO CASE USE HEADS RATED LESS THAN 50 F HIGHER THAN ANTICIPATED AMBIENT TEMPERATURE. C.INCLUDE ESCUTCHEON, SELF-ADJUSTING TYPE, SPRING-LOADED, OR FRICTION FIT FOR EACH PENDANT SPRINKLER HEAD FITTING AGAINST CEILING. D.SPRINKLER HEAD GUARDS: INCLUDE WHERE • SPRINKLER HEADS ARE SUBJECT TO DAMAGE AND FOR SPRINKLER HEADS INSTALLED LOWER THAN 7 FEET ABOVE FINISHED FLOOR, GRATING, AND MAINTENANCE ACCESS AREA. WIRE BASKET TYPE WITH SCREW TYPE FASTENER. SPRING CLIP TYPE FASTENER NOT ACCEPTABLE. CHROME OR NICKEL PLATED IN FINISHED AREAS. E.SPRINKL.ER CABINET: INCLUDE WITH REQUIRED NUMBER OF SPRINKLER HEADS OF RATINGS AND TYPES INSTALLED. ALSO INCLUDE ESCUTCHEONS AND SPRINKLER WRENCH. 2.7 ALARM AND SIGNAL DEVICES A.VVATERFLOW SWITCH (SYSTEMS WITHOUT ALARM VALVES); VANE OR PADDLE TYPE FLOW SWITCH, INSTALLED AND CONNECTED IN SUCH A MANNER THAT FLOW OF WATER EQUAL TO OR GREATER THAN THAT FROM A SINGLE HEAD WILL AUTOMATICALLY ENERGIZE FIRE ALARM SYSTEM. INCLUDE FIELD ADJUSTABLE TIME DELAY, ADJUSTABLE FROM 0 TO 60 SECONDS. B.VALVE MONITOR SWITCHES: 115 VAC. BUILT-IN DUAL SUPERVISORY TAMPER SWITCH OR ATTACHMENT FOR FIELD INSTALLED EXTERNAL SUPERVISORY TAMPER SWITCH FOR GATE VALVES. INCLUDE FOR POST INDICATOR VALVES • SHOWN ON CIVIL DRAWINGS. C.PRESSURE GAGES: 3-112 INCH DIAL, PHOSPHOR BRONZE TUBE, BRASS SOCKET, 300 PSI RANGE. INCLUDE NEEDLE VALVE. 2.8 BUILDING FIRE ALARM SYSTEM INTERFACE A.COORDINATE WITH WORK SPECIFIED IN DIVISION 28. 2.9 SPECIALTIES A.PIPE SUPPORTS; INCLUDE METAL PIPE SUPPORTS, FLEXIBLE CONNECTIONS, SWAY BRACES, HANGERS, CLAMPS, AND OTHER PIPE SUPPORT ITEMS IN ACCORDANCE WITH REQUIREMENTS IN NEPA 13. SEISMICALLY DESIGN PIPE HANGERS AND BRACES PER IBC ASCE 7-05, AND NFPA 13. DC) NOT USE "C-CLAMP" HANGERS UNLESS THEY INCLUDE INTEGRAL SEISMIC •RETAINING STRAP. B.IDENTIFICATION SIGNS: ENAMELED • SIGNS FOR DRAIN VALVES, TEST VALVES, • CONTROL VALVES, AND ALARM VALVES INDICATING THEIR USE. C.MISCELLANEOUS CONNECTIONS AND FITTINGS: DRAIN VALVES, INSPECTOR'S TEST CONNECTIONS, FLUSHING CONNECTION'S, DISCH_ARGE OUTLETS, AND OTHER ITEMS IN ACCORDANCE WITH REQUIREMENT'S IN NFPA 13. D.PIPE SLEEVES: COMPLY WITH REQUIREMENTS IN SECTION 200510. E.PIPE ESCUTCHEON PLATES: COMPLY WITH REQUIREMENTS IN SECTION 202115. PART 3 - EXECUTION 3.1 INSPECTION A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 3.2 PREPARATION A.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR TO COMMENCING WORK OF THIS SECTION. B.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE FROM WORK OF THIS SECTION. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DIRECTIONS. WHERE THESE MAY • BE IN • CONFI_ICT, • THE MORE STRINGENT REQUIREMENTS GOVERN. B.COOPERATE WITH OTHER TRADES TO ENSURE ADEQUATE SPACE FOR PIPING PLACEMENT. C.REVIEW DRAWINGS, SPECIFICATIONS, AND SHOP DRAWINGS OF OTHER TRADES TO COORDINATE WORK AND MINIMIZE • UNNECESSARY 'OFFSETS AND REVISIONS TO APPROVED SHOP DRAWINGS. FAILURE TO COORDINATE DOES NOT RELIEVE FIRE SUPPRESSION SUBCONTRACTOR FROM MEETING PERFORMANCE STANDARDS SPECIFIED IN THIS SECTION. 1. FIRE SUPPRESSION PIPING SHALL NOT: • a.REDUCE HEADROOM TO LESS THAN 7'-0" EXCEPT ABOVE CATWALKS. b.PROJECT INTO ANY CATWALK, :PASSAGEWAY LADDER RUN, ACCESS OR EGRESS. c.INTERFERE WITH ELECTRICAL EQUIPMENT O'R ACCESS TO MECHANICAL UNITS (INCLUDING FILTERS) . D.RELOCATE PIPING AND SPRINKLER HEADS WHICH, IN THE OPINION OF THE A/E, DO NOT COMPLY WITH THE ABOVE IN A MANNER ACCEPTABLE TO THE A/E. E.D0 NOT ORDER, FABRICATE, OR INSTALL MATERIALS UNTIL APPROVALS ARE RECEIVED FROM AHJS. F. INSTALL MATERIAL IN STRICT ACCORDANCE WITH SHOP DRAWINGS APPROVED BY THE AHJS AND REVIEWED BY THE A_/E. G.SERVICE INTERRUPTIONS: OBTAIN ADVANCE APPROVAL FROM THE OWNER AND LOCAL FIRE DEPARTMENT. 3.4 FIRE SUPPRESSION SYSTEMS INSTALLATION A.INSTALL PIPING CONCEALED • ABOVE FURRED CEILINGS TO MINIMIZE OBSTRUCTIONS. B.TSRUAPDPEOS.RT PIPING ONLY FROM STRUCTURAL MEMBERS AND NOT FROM WORK OF OTHER C.INSTALL PIPING SYSTEM BRACED TO WITHSTAND DAMAGE FROM EARTHQUAKES. INSTALL FLEXIBLE COUPLINGS AND EARTHQUAKE BRACING IN ACCORDANCE WITH IBC, ASCE 7-05, AND NFIDA 13. THE AI,E. D.INSTALL SYSTEM AND AUXILIARY DRAINS TO DISCHARGE TO PAVED AREAS,_ CONCRETE SPLASH BLOCKSF,StyfIRTtBLE WASTE WITHIN BUILDING, OR TO OTHER LOCATIONS AS INDICATED OR R E.INSTALL BALL DRIP VALDVEBYON CHECK VALVE TO DRAIN PIPING FOR FIRE DEPARTMENT CONNECTION. DRAIN TO FLOOR ()RAIN OR OUTSIDE BUILDING. _ F.ESCUTCHEON PLATES: INSTALL AT EXPOSED PIPE PENETRATIONS OF CEILINGS FLOORS, AND WALLS. G.INSTALL H EAD GUARDS ON SPRINKLER HEADS INSTALLED LOWER THAN 7 FEET ABOVE FINISHED FLOOR GRATING, AND MAINTENANCE ACCESS AREA INSTALL ON EXTERIOR R SPRINKL HEADS. HINTI SPRINKLER CABINET ADJACENT TO ALARM VALVE ASSEMBLY. I. INSTALL INSPECTOR TEST VALVE AT HIGHEST AND MOST HYDRAULICALLY JREMOTE PART OF SYSTEM • IN RELATION TO RISER ASSEMBLY. LOCATE TEST VALVES TO BE ACCESSIBLE FROM FLOOR. •COORDINATE LOCATIONS WITH A/E. PIPE TO STANDPIPE RAIN OR EXTERIOR CONCRETE SPLASH BLOCK. J. DRAIN SLEEVES THROUGH WALLS AND FLOORS. COMPLY WITH REQUIREMENTS IN SECTION 200510._ _ _ ID_ENTIFICATION SIGNS INSTALL WITH CHAIN ON STEM OF VALVES. COMPLY WITH ICREQUIREMENTS IN NFPA _13_0 3.5 FIRE DETECTION_ AND SYSTEM ACTUATION w _ _ QRK IN DIVISION 28. A.COORDINATE WITH FIRE ALARM SYSTEM B.StilisTIC_HES: INSTALL WATERFLOW SWITCH FOR FIRE SPRINKLER SYSTEMS. INSTALL VALVE MONITOR SWITCHES FOR VALVES, INCLUDING POST INDICATOR VALVES. 3.6 ELECTRIC POWER FOR FIRE SUPPRESSION SYSTEMS A.ESRIOSIENA;TP,EO. ELECTRICAL POWER SOURCE REQUIRED FOR WORK OF THIS SECTION WITH B.WHERE NOT SHOWN ON THE ELECTRICAL DRAWINGS, PROVIDE POWER WIRING FROM EilEFIRRILS„L PiRtillTIECII_RO?NUIVOBttE111111111■18 PITOVEXLARBErtIkV1GSIT4LVERes POWER. T "1E _ ALARM SYSTEM FOR _%Nvol.. CONNECTIONS BY THE HRE ALARM SYSTEM SUBCONTRACTORS. WHERE EMERGENCY POWER EXISTS IN BUILDING, EXTEND C.ELECTRICAL POWER SOURCE IF'RI(1)461-Y1-71-° 1`,1E-IrRI8ENWaRk$2,6 3.7 FIELD QUALITY CONTROL A.FLUSH, TEST, AND INSPECT FIRE SUPPRESSION AND STANDPIPE SYSTEMS ACCORDING TO NFPA 13. B.TEST COMPLETE ALARM SYSTEM, INCLUDING CONTROL AND SIGNAL CIRCUITS. C.NOTICE: GIVE _1_ WEEK NOTICE AND ARRANGE FOR FIELD TESTS AND INSPECTIONS BY AHJS, INCLUDING PAYING FOR INSPECTION FEES AND SECURING PERMITS FOR SAME. D.APPROVAL AND ACCEPTANCE: A FTER FIRE SUPPRESSION_ SYSTEMS HAVE BEE!!! COMPLETELY INSTALLED, TESTED, AND SUBSTANTIAL COMPLETION REVIEW ITEMS CORRECTED, OBTAIN APPROVAL AND ACCEPTANCE OF SYSTEM BY AHJS IN ACCORDANCE WITH NFPA 13. RETESTS DUE TO FAILURE TO MEET DESIGN REQUIREMENTS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. SU . MIT COMPLETED • CONTRACTOR'S MATERIAL AND TEST CERTIFICATE USING FORM IN NFPA 13. 3.8 CLEANING AND PROTECTION A.CLEAN DIRT AND DEBRIS FROM SPRINKLERS. B.APPLY MASKING TAPE OR PAPER COVER TO PROTECT SPRINKLER HEADS, COVER PLATES, AND SPRINKLER ESCUTCHEONS TO PROTECT FROM FIELD PAINTING. REMOVE AFTER PAINTING. REMOVE SPRINKLER HEADS HAVING PAINT OTHER THAN FACTORY FINISH AND PROVIDE NEW. CLEANING AND REUSE OF PAINTED SPRINKLER HEADS NOT ACCEPTABLE. C.PROTECT SPRINKLER HEADS FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION. D.FIRE SUPPRESSION SYSTEM SUBCONTRACTOR SHALL BE RESPONSIBLE DURING INSTALLATION AND TESTING PERIODS OF SPRINKLER SYSTEMS FOR ANY DAMAGE TO WORK OF OTHERS AND TO BUILDING AND ITS CONTENTS CAUSED BY LEAKS IN EQUIPMENT, BY UNPLUGGED OR DISCONNECTED PIPES, FITTINGS OR BY OVERFLOW, AND SHALL PAY FOR NECESSARY REPLACEMENTS OR REPAIRS TO WORK OF OTHERS DAMAGED BY SUCH LEAKAGE. END OF SECTION bto.).:•7 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED OCT 1 3 2010 PERMIT CENTER MECHANICAL SPECIFICATIONS REVISIONS NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 JMR RKE 9-10-2010 DIVISION 22 SECTION 221116 - DOMESTIC WATER SYSTEM PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES DOMESTIC WATER PIPING FOR POTABLE AND NON-POTABLE SYSTEMS AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND ORDINANCES. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH ITEM SPECIFIED IN 'THIS SECTION. B.CERTIFICATES: 1.CERTIFICATES OF INSPECTION BY AUTHORITIES HAVING JURISDICTION (AHJ) 2.CERTIFICATES OF SATISFACTORY BACTERIOLOGICAL TEST C.TES11NG REPORTS: PRESSURE TESTING RECORDS. PART 2 - PRODUCTS 2.1 GENERAL A.BASIC PIPING MATERIALS AND PRODUCTS REQUIRED FOR WORK OF THIS SECTION ARE SPECIFIED IN SECTIONS 200510, 200523, 202110, AND 202115. 2.2 POTABLE WATER PIPING A.ALL SIZES, INSIDE BUILDING: COMPLY WITH REQUIREMENTS IN SECTION 202110. COPPER TUBING ONLY. SWEAT, FLANGED, OR GROOVED JOINT CONNECTIONS ONLY. PART 3 - EXECUTION 3.1 INSPECTION A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDMONS AS SATISFACTORY. 3.2 PIPING INSTALLATION A.COMPLY WITH REQUIREMENTS IN SECTION 202110. B.INSTALL PIPE SUPPORTS IN ACCORDANCE WITH MSS SP-69 AND SECTION 202115, WHICHEVER IS MORE STRINGENT. C.INSTALL HOT AND COLD WATER PIPING RUNOUTS TO FIXTURES OF SIZES INDICATED, BUT IN NO CASE SMALLER THAN REQUIRED BY APPLICABLE PLUMBING CODE. D.INSTALL ISOLATION VALVES AS INDICATED. 3.3 MECHANICAL EQUIPMENT CONNECTIONS A.CONNECT HOT AND COLD WATER PIPING TO MECHANICAL EQUIPMENT AS INDICATED ON THE DRAWINGS. commy WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL SHUTOFF VALVE AND UNION FOR EACH CONNECTION AND DRAIN VALVE ON DRAIN CONNECTION. LOCATE UNIONS TO ALLOW REMOVAL OF EQUIPMENT WITHOUT PIPING DISASSEMBLY BEYOND UNION. 3.4 PRESSURE TESTING A.TEST PIPING AT FULL WORKING PRESSURE IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. COMPLY WITH REQUIREMENTS IN SECTION 202110. INCLUDE TEST RESULTS IN OPERATION AND MAINTENANCE MANUALS. 3.5 STERILIZATION AND FLUSHING OF WATER PIPING A.AFTER COMPLETION OF WATER PIPING INSTALLATION, BUT PRIOR TO CONNECTION TO EXISTING MAINS, FLUSH SYSTEM WITH CLEAN WATER. COMPLY WITH REQUIREMENTS IN SECTION 202110. TAKE SAMPLE OF WATER FROM SYSTEM TO DETERMINE COMPUANCE WITH HEALTH DEPARTMENT STANDARDS. OBTAIN NECESSARY TESTS FROM GOVERNING HEALTH DEPARTMENT. IF SAMPLE IS NOT IN COMPLIANCE, PERFORM STERILIZATION. B.STERILIZE FOR EIGHT HOUR CONTACT TIME wrm 50 PARTS PER MILLION CHLORINE CONCENTRATION. OPEN VALVES SEVERAL TIMES. FOLLOW BY FLUSHING WITH CLEAN WATER UNTIL RESIDUAL CHLORINE IS LESS THAN 0.2 PARTS PER MILLION. C.AFTER FLUSHING AND STERILIZATION ARE COMPLETE, CONDUCT TESTS TO DETERMINE COMPLIANCE WITH HEALTH DEPARTMENI STANDARDS FOR STERILIZATION RESULTS. IF PIPE SYSTEM IS FOUND TO BE CONTAMINATED, CORRECT DEFECTS AND PERFORM ADDMONAL FLUSHING AND STERILIZATION UNTIL SATISFACTORY RESULTS ARE OBTAINED. D.SUBMIT WRITTEN CERTIFICATION OF FLUSHING AND STERILIZATION BY LOCAL AHJ. END OF SECTION SECTION 221 31 6 - SOIL, WASTE, AND VENT PIPING SYSTEM PART 1 - • GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES BUILDING DRAINAGE PIPING AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND ORDINANCES. 1.3 SUBMITTALS A.SUNIT MANUFACTURER'S TECHNICAL PRODUCT DATA, ASSEMBLY-TYPE SHOP DRAWINGS, AND MAINANCE DATA. B.PRODUCT DATk. SUBMIT MANUFACTURER'S 'TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH ITEM SPECIFIED IN THIS SECTION. C.TEST REPORTS: 1. FIELD START-UP AND TEST REPORTS. 2.SUBMIT COMPLETED COPY OF REPORT AND INCLUDE COPY IN THE OPERATION AND MAINTENANCE MANUAL PART 2 - PRODUCTS 2.1 GENERAL A.BAS1C PIPING MATERIALS AND PRODUCTS REQUIRED FOR WORK OF THIS SECTION ARE SPECIFIED IN SECTIONS 200515 AND 202115. B.PIPING SPECIFIED IN THIS SECTION APPLY TO THE FOLLOWING SYSTEMS: 1. WASTE AND VENT. 2.1NOIRECT DRAIN FOR EQUIPMENT, AIR VENT, COOLING COIL CONDENSATE DRAINS AND SIMILAR APPUCATIONS. 2.2 MANUFACTURERS A.DRAINS CLEANOUTS, AND MISCELLANEOUS: JAY R. %mi. ,H JOSAM, WADE, ZURN, WATTS DRAINAGE, OR APOROVED. JAY R. SMITH MODEL NUMBERS ARE USTED. 2.3 PIPING, TUBING AND FITTINGS A.PIPING MATERIALS: 1. CAST IRON: a.PIPE: SERVICE WEIGHT CAST IRON SOIL PIPE MARKED WITH COLLECTIVE TRADEMARK OF CAST IRON SOIL PIPE INSTITUTE (CISPI). b.HUB AND SPIGOT JOINTS: ASTM A 74, COMPRESSION GASKETED TYPE, SPECIFICALLY DESIGNED FOR PIPE AND FITTINGS USED OR CAULKED TYPE. GASKETS ASTM C 564, RUBBER. c.HUBLESS JOINTS: ASTM A 888 OR CISPI NO. 301 AND CISPI NO. 310. 1)COUPLINGS FOR UNDERGROUND PIPE AND FITTINGS: COMPLIANT WITH FACTORY MUTUAL RESEARCH STANDARD FM 1680„ TYPE 304 STAINLESS STEEL HOUSING OR SHIELD AND STAINLESS STEEL CLAMPS, NEOPRENE GASKET WITH SEALING RINGS TO ASTM C 564. CLAMP-ALL HI TORQUE 80 OR HUSKY SD 4000. NO SUBSTITUTIONS. 2)COUPLINGS FOR ABOVE-GROUND PIPE AND FITTINGS: COMPUANT WITH FACTORY MUTUAL RESEARCH STANDARD FM 1680, TYPE 304 STAINLESS STEEL HOUSING OR SHIELD AND STAINLESS STEEL CLAMPS, NEOPRENE GASKET WITH SEALING RINGS TO ASTM C 564. CLAMP-ALL HI TORQUE 80, HUSKY SD 2000, OR MISSION RUBBER COMPANY HEAVYWEIGHT COUPUNG. NO SUBSTITUTIONS. d.FITTINGS: ASTM A 74 FOR HUB AND SPIGOT PIPING AND ASTM A 888 OR CISPI 301 FOR HUBLESS PIPING. 2.GALVANIZED STEEL: a.PIPE: STANDARD WEIGHT OR SCHEDULE 40, ASTM A 53 OR ASTM A 106. b. FITTINGS. c.DRAINAGE FITTINGS: GALVANIZED CAST IRON DRAINAGE PATTERN, SCREWED, ASME B16.12. d. VENT FITTINGS: 150 POUND GALVANIZED MALLEABLE IRON, SCREWED, ASME B16.3. 3.COPPER: a.PIPE: TYPE DWV,_ HARD DRAWN DRAINAGE TUBING, ASTM B 306. b.FITTINGS: CAST COPPER, ASME B16.23 OR WROUGHT COPPER, ASME 816.29, SOLDER JOINT. B.ABOVE-GROUND WASTE AND VENT PIPING: 2. 1.1-I '1NCH /2 INCH AND SMALLER: CAST IRON, OR COPPER AT CONTRACTORS OPTION. 2 AND LARGER: CAST IRON. C.INDIRECT DRAIN (CONDENSATE) PIPING: COPPER. 2.4 CLEANOUTS A.STANDARD: FABRICATE IN ACCORDANCE WITH ASME A 112.36.2M. B.FLCIOR CLEANOUTS _a-CO) IN FINISHED SPACES: COATED CAST IRON BODY AND FRAME, ROUND ADJUST/ABLE SECURED NICKEL-BRONZE TOP, TAPER THREAD, BRONZE PLUG. INCLUDE CARPET CLAMPING FRAME WHERE INSTALLED IN FLOORS WITH CARPET. VERIFY FLOOR FINISH WITH ROOM FINISH SCHEDULE ON THE ARCHITECTURAL DRAWINGS. JAY R. SMITH FIGURE 4023S. C.FLOOR CLEANOUTS (_r_CO) IN UNFINISHED SPACES: COATED CAST IRON BODY AND FRAME, ROUND ADJUSTABLE SCORIATED CAST IRON TOP WITH NON-TILT HEAVY DUIY COVER, TAPER THREAD, BRONZE PLUG. JAY R. SMITH FIGURES 4243S OR 4253S. D.WALL CLEANOUTS (WW): CAST BRONZE PLUG WITH TAPER THREAD, ROUND STAINLESS STEEL COVER AND VANDAL PROOF SCREW. LENGTH OF SCREW TO SUIT INSTALLATION REQUIREMENTS. JAY R. SMITH FIGURE 4472T. 2.5 VENTS THROUGH ROOF A.VENT FLASHINGS: 1.0EKTITE FI.HINGS (FLEXIBLE RUBBER BOOT FLASHING) AT PIPE PENETRATIONS THROUGH STEEL OR COMPOSMON ROOFS 2.USE 4 POUND PER SQUARE FOOT SEAMLESS LEAD FLASHING SKIRT MINIMUM OF 8 INCHES EXTENDING FROM PIPE, WITH CONICAL GALVANIZED STEEL REINFORCING BOOT AND COUNTERFLASHING FITTING ON BUILT-UP ROOFING. B.VANDAL PROOF VENT CAPS: COATED CAST IRON FULL SIZE OF VENT PIPE CAULKED BASE CONNECTION FOR CAST IRON PIPES, THREADED EIASE FOR STEEL PIPES WITH RECESSED SET SCREW. JAY R. SMITH FIGURE 1748. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A.GENERAL: 1. COMPLY WITH REQUIREMENTS IN SECTION 202110. 2.INSTALL WITH UNIFORM PITCH OF AT LEAST 1/4 INCH PER FOOT FOR HORIZONTAL WASTE AND RAINLEADER PIPING, UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR ALLOWED BY AHJ. 3.INSTALL CAST IRON SOIL PIPING ACCORDING TO CISPI'S "CAST IRON SOIL PIPE AND FITTINGS 4.0#81BWITt FOR PROPER DRAINAGE. VENT PIPING MAY BE INSTALLED HORIZONTAL IF REQUIRED TO AVOID CONFLICT WITH BUILDING ELEMENTS. 5.JOINTS AND CONNECTIONS: a.BELL AND SPIGOT: NEOPRENE COMPRESSION SEALS. b.HUBLESS: ALTEjuy.A-ray AND INCREMENTALLY TIGHTEN CLAMP BOLTS TO MANUFACTURER'S RECOMMENDED TORQUE VALUE, USING SINGLE SETPOINT TORQUE WRENCH SPECIFICALLY MANUFACTURED FOR 'THIS PURPOSE. DO NOT USE SCREWDRIVERS OR OTHER TYPES OF N WRENCs H RETORQUE AFTER 24 HOURS IF REQUIRED BY MANUFACTURER'S INSTALLATION INST alS. 6.CLERU AN I RIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. S. MAINTAIN SWAB IN PIPING AND PULL PAST EACH JOINT AS COMPLETED. 7.PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY OR WHENEVER WORK STOPS. B.ABOVE-GROUND PIPING: 1. SUPPORT HORIZONTAL PIPING TO MAINTAIN AUGNMENT, PREVENT GRADE REVERSALS, AND PREVENT SAGGING. 2.SUPPORT VERTICAL STACKS AT EACH FLOOR WITH RISER CLAMPS. 3.HUB AND SPIGOT PIPE: SUPPORT AT 5 FEET MAXIMUM CENTERS AND WITHIN 18 INCH OF EACH JOINT. MINIMUM 1 HANGER OR SUPPORT BETWEEN ANY 2 JOINTS AND FITTINGS. 4.HUBLESS PIPE: PROVIDE HANGERS AND SUPPORTS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. C.UNDERGROUND PIPING: 1.PERFORM TRENCHING AND BACKFILLING ASSOCIATED WITH PLUMBING INSTALLATION IN ACCORDANCE VVITH PERTINENT PROVISIONS OF EXCAVATING, FILLING, AND GRADING REQUIREMENTS IN DIVISION 31 AND SECTION 200515. 2.LAYING OF HUB AND SPIGOT PIPING: INSTALL IN BEDDING OF TRENCH, GRADED TO PROVIDE UNIFORM SUPPORT FOR PIPE, AND TO PERMIT JOINING. INSTALL HUBS AT UPGRADE END. 3.2 CLEANOUTS A.INSTALL WASTE, CLEANOUTS AT BASE OF STACKS AND IN ACCORDANCE WITH REQUIREMENTS IN THE APPLICABLE PLUMBING CODE. FULL PIPE SIZE, 4 INCH MAXIMUM. LOCATE AT MINIMUM 50 FOOT INTERVALS FOR PIPING 4 INCH AND SMALLER AND AT 100 FOOT INTERVALS FOR PIPING 6 INCH AND LARGER. B.INSTALL WALL CLEANOUTS IN RESTROOMS WITH GREATER THAN 2 WATER CLOSETS AND URINALS OR AS INDICATED ON PLANS. C.INSTALL AT SINKS. D.DEMONSTRATE REMOVAL OF CLFANOUT COVERS. 3.3 VENTS THROUGH ROOF A.LOCATIOIsIS SHOWN ON THE DRAWINGS ARE PRELIMINARY. COORDINATE FINAL LOCATIONS WITH OTHER TRADES, MINIMUM 10'-0" FROM OUTSIDE AIR INTAKES. B.ROOF PENETRATIONS SHALL BE BY LANDLORD'S ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. 3.4 EQUIPMENT CONNECTIONS A.INSTALL SOIL AND WASTE PIPING RUNOUTS TO PLUMBING FIXTURES AND DRAINS WITH APPROVED TRAP AND SIZES INDICATED ON THE DRAWINGS, BUT IN NO CASE SMALLER THAN THAT REQUIRED BY THE APPLICA41:LE PLUMBING CODE. B.LOCATE PIPING RUNOUTS AS CLOSE AS POSSIBLE TO BOTTOM OF FLOOR SLAB SUPPORTING FIXTURES AND DRAINS. C.INSTALL TRAP WHERE MANUFACTURER DOES NOT INCLUDE TRAP FOR FIXTURE. INSTALL TO BE REMOVABLE FOR SERVICING AND REPLACEMENT. D.INSTALL DRAIN FLASHING COLLAR OR FLANGE SO THAT NO LEAKAGE OCCURS BETWEEN DRAIN AND ADJOINING FLOORING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES. E.INSTALL CONDENSATE DRAINS FROM COOLING COIL CONDENSATE DRAINS WITH TRAP. TERMINATE WITH 1 INCH AIR GAP OVER FLOOR DRAIN, FLOOR SINK, SERVICE SINK, OUTDOORS, OR AS INDICATED ON THE DRAWINGS. 3.5 PRESSURE TESTING A.TEST DRAINAGE PIPING IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. COMPLY WITH REQUIREMENTS IN • SECTION 202110. TEST BY AIR OR WATER FOR METAL PIPING AND BY AIR FOR ABS PIPING. INCLUDE TEST RESULTS IN OPERATION AND MAINTENANCE MANUALS. END OF SECTION SECTION 224000 - PLUMBING FIXTURES PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES PLUMBING FIXTURES AND FITTINGS„ INSTALLATIONS OF LAND CONNECTIONS TO FIXTURES FURNISHED UNDER OTHER SPECIFICATION DIVISIONS AND ASSOCIATED APPURTENANCES. 8. GENERAL REQUIREMENTS. 1.2 QUAUTY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND ORDINANCES. B.CODES AND STANDARDS: 1.1CC A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2.PLIBLIC LAW 102-486, ENERGY POLICY ACT. 3.NSF 61, DRINKING WATER SYSTEM COMPONENTS HEALTH EFFECTS. C.SELECT COMBINATIONS OF FIXTURES AND TRIM, FAUCETS, FITTINGS, AND OTHER COMPONENTS THAT ARE COMPATIBLE. D.FIXTURES SHALL BE VANDAL RESISTANT. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH ITEM SPECIFIED IN THIS SECTION. INDICATE ACCESSORIES WHERE REQUIRED FOR COMPLETE SYSTEM AND INSTALLATION INSTRUCTIONS. 1.4 DEFINITIONS A.ACCESSIBLE FIXTURE: PLUMBING FIXTURE THAT CAN BE APPROACHED, ENTERED, AND USED BY PEOPLE WITH DISABILITIES. B.FITTINGS AND TRIM: DO/ICES THAT CONTROL FLOW OF WATER INTO OR OUT OF PLUMBING FIXTURE. FITTINGS SPECIFIED IN THIS SECTION INCLUDE SUPPLIES AND STOPS„ FAUCETS AND SPOUTS, SHOWER HEADS, DRAINS AND TAILPIECES, AND TRAPS AND WASTE PIPES. 1.5 COORDINATION A.COORDINATE ROUGHING-IN AND FINAL PLUMBING FIXTURE LOCATIONS, AND VERIFY THAT FIXTURES CAN BE INSTALLED TO COMPLY WITH ORIGINAL DESIGN AND REFERENCED STANDARDS. PART 2 - PRODUCTS 2.1 MANUFACTURERS A.STAINLESS STEEL SINKS: EU<AY,_ JUST.. OR APPROVED. B.FAUCETS: CHICAGO FAUCETS, OR APPROVED. C.PLUMBING BRASS: AMERICAN STANDARD, BRASSCRAFT, KOHLER, CHICAGO FAUCET, CRANE, EWER, SPEAKMAN, SYMMONS T&S BRASS MCGUIRE, ELKAY, JUST OR APPROVED. 2.2 PLUMBING FIXTURES AND TRIM., GEI4ERAL A.FIXTURE: AS SCHEDULED IN PLUMBING FIXTURE SCHEDULE ON PLANS. B.FIXTURE COLOR: WHITE UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. C.EXPOS.ED METAL PARTS: CHROMIUM OVER NICKEL FINISH. D.STOP VALVES: INCLUDE IN WATER CONNECTIONS TO FIXTURES, EXCEPT WHERE FITTING HAS INTEGRAL STOPS. LOOSE KEY ANGLE PATTERN WITH LOCK SHIELD, ANNEALED VERTICAL TUBE, POLISHED CHROME PLATE FINISH WHERE EXPOSED AND ROUGH WHERE CONCEALED. E.EXPOSED SUPPLIES: 1/2 INCH OUTSIDE DIAMETER ANNEALED VERILCAL TUBING. F.PIPE ESCUTCHEONS: INCLUDE WHERE PIPE OR OTHER FITTING ENTERS WALL AT FIXTURE. COMPLY WITH REQUIREMENTS IN SECTION 202115. G.TAILPIECE EXTENSION, TRAP, AND ARM TO WALL: 17 GAGE, SEAMLESS, CHROME PLATED TUBING WITH CLEANOUT FOR SINKS. H.VACUUM BREAKER: INCLUDE ON WATER SUPPLY TO EACH FIXTURE WHICH HAS A WATER CONNECTION LOCATED BELOW THE RIM AND FOR FIXTURES WITH FAUCETS WITH THREADED OUTLETS FOR HOSE ATTACHMENT, FLOW-THROUGH PATTERN. 2.3 SEALANT &MANUFACTURER AND TYPE: COLOR TO MATCH FIXTURE. GENERAL ELECTRIC NO. 1200 SILICONE BUILDING SEALANT, DOW CORNING NO. 780 CONSTRUCTION SEALANT, OR APPROVED. PART 3 - EXECUTION 3.1 FIXTURE INSTALLATION A.ASSEMBLE FIXTURES TRIM FITTINGS, AND OTHER COMPONENTS ACCORDING TO MANUFACTURERS' WRITTEN INSTF7UCTIONS._ IAEFER TO _ ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. B.COUNTER-MOUNTED FIXTU ES: INSTALL AND ATTACH TO CASEWORK. C.INSTALL WATER-SUPPLY PIPING WITH STOP ON EACH SUPPLY TO EACH FIXTURE TO BE CONNECTED TO WATER DISTRIBUTION PIPING. ATTACH SUPPLIES TO SUPPORTS OR SUBSTRATE WITHIN PIPE SPACES BEHIND FIXTURES. D.FOR FIXTURES WITHOUT INTEGRAL TRAPS INSTALL TRAP AND WASTE PIPING ON DRAIN OUTLET OF EACH FIXTURE TO BE DIRECTLY CONNECTEQ TO SANITARY DRAINAGE SYSTEM. E.INSTALL WATER HAMMER ARRESTERS IN ACCORDANCE WITH PLUMBING DRAINAGE INSTITUTE STANDARD P.D.I. WH-201 OR ASSE 1010 RECOMMENDATIONS. INSTALL AT ENDS OF HOT AND COLD WATER PIPES SERVING 2 OR MORE FIXTURES AND AT SOLENOID VALVES, DISHWASHERS, AND OTHER EQUIPMENT HAVING QUICK CLOSING VALVES. 3.2 PLUMBING FIXTURES, FITTINGS AND TRIM CONNECTION A.CONNECT HOT AND COLD WAYER AND SOIL, WASTE, AND VENT PIPING TO PLUMBING FIXTURES AS INDICATED ON THE DRAWINGS. COMPLY WITH EQUIPMENT MANUFACTURERS INSTALLATION INSTRUCTIONS. 3.3 FIELD QUAUIY CONTROL A.REPLACE DAMAGED FIXTURES AND COMPONENTS. B.TEST INSTALLED FIXTURES AFTER WATER SYSTEMS ARE PRESSURIZED FOR PROPER OPERATION. 3.4 ADJUSTING A.OPERATE AND ADJUST FAUCETS AND CONTROLS. B.ADJUST WATER PRESSURE AT FAUCETS AND FLUSH VALVES TO PRODUCE PROPER FLOW AND STREAM. c.REPLACE WASHERS AND SEALS OF LEAKING AND DRIPPING FAUCETS AND STOPS. D.TEST AND BALANCE TRAP PRIMER • SYSTEMS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH FLOOR DRAIN AND FLOOR SINK. 3.5 CLEANING A.CLEAN FIXTURES, FAUCETS, AND OTHER FITTINGS WITH MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS: END OF SECTION SECTION 226313 - MEDICAL GAS PIPING SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES MEDICAL GAS PIPING SYSTEMS AND ASSOCIATED APPURTENANCES AS EXTENSION OF EXISTING SYSTEMS. B.GENERAL REQUIREMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, DIVISION 01, AND SECTIONS 200500 AND 200510 APPLY TO WORK IN THIS SECTION. • 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY ORDINANCES. B.CODES AND STANDARDS: 1. Ak4ERICAN INSTITUTE OF ARCHITECTS WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND GUIDELINES FOR CONSTRUCTION AND EQUIPMENT OF fl HOSPITAL AND HEALTH CARE FACILITiES. 2.ASME BPVC, BOILER PRESSURE AND VESSEL CODE, SECTION VIII, RULES FOR CONSTRUCTION OF PRESSURE VESSELS DIVISION 1. 3.ASSE 6000 SERIES, PROFESSIONAL QUALIFICATIONS STANDARD FOR MEDICAL GAS SYSTEMS INSTAI_LERS, INSPECTORS, VERIFIERS, MAINTENANCE PERSONNEL AND INSTRUCTORS. 4.COMPRESSED GAS ASSOCIATION (CGA): a.PAMPHLET G-4.1, CLEANING EQUIPMENT FOR OXYGEN SERVICE. b.PAMPHLET G-6.1, STANDARD FOR NITROUS OXIDE SYSTEMS AT CONSUMER SITES. c. PAMPHLET M-10, GUIDE FOR MEDICAL GAS SUPPLY SYSTEMS AT CONSUMER SITES. d.PAMPHLET P-1, SAFE HANDLING OF COMPRESSED GASES IN CONTAINERS. e.PAMPHLET P-2, CHARACTERISTICS AND SAFE HANDLING OF MEDICAL •GASES. f. PAMPHLET V-5, DIAMETER INDEX SAFEIY SYSTEMS (DISS). 5.NFPA 55, STANDARD FOR THE STORAGE_, USE, AND HANDLING OF COMPRESSED GASES AND CRYOGENIC FLUIDS • IN PORTABLE AND STATIONARY • CONTAINERS, CYLINDERS, AND TANKS. 6.NFPA 70, NATIONAL ELECTRICAL CODE. 7.NFPA 99, STANDARDS FOR HEALTH CARE FACILITIES. 8.UNITED STATES PHARMACOPOEIAL CONVENTION (USP), UNITED STATES PHARMACOPOEIA XXVIII/ NATIONAL FORMULARY XXIII. 9.WASHINGTON ADMINISTRATIVE CODE (VAC), SECTION 246-320. C.MEDICAL GAS EQUIPMENT MANUFACTURER'S (MGEM) QUALIFICATIONS: 1.PERSONNEL ASSEMBUNG MEDICAL • AIR VACUUM, AND WASTE ANESTHETIC GAS DISPOSAL (WAGD) PLANT SHALL MEET NFPA 99 AND HOLD MEDICAL GAS ENDORSEMENTS REQUIRED BY ASSE 6010. 2.0NE MGEM SHALL SUPPLY MEDICAL GAS SYSTEMS AND EQUIPMENT INCLUDING OUTLETS AND • VALVES. D.MED1CAL GAS PIPING INSTALLER'S QUALIFICATIONS: QUALIFY INSTALLERS ACCORDING TO ASSE 6010. E. TESTING • AGENCY QUALIFICATIONS: 1. DEMONSTRATE TO A/E'S SATISFACTION, BASED ON A/E'S EVALUATION OF CRITERIA CONFORMING TO ASTM E699 THAT INDEPENDENT TESTING AGENCY HAS THE EXPERIENCE AND CAPABILITY TO SATISFACTORILY CONDUCT TESTING INDICATED WITHOUT DELAYING THE WORK. 1.3 SUBMITTALS A.COMPLY WITH REQUIREMENTS IN DIVISION 01 AND SECTION 200500. B.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR THE FOLLOWING: 1.PIPING MATERIALS. 2.MEDICAL GAS OUTLETS. 3.PIPING SPECIALTIES. C.COMPLIANCE AFFIDAVIT: SUBMIT THAT MEDICAL GAS EQUIPMENT MANUFACTURER ATTESTS COMPLIANCE WITH RELEVANT PARAGRAPHS OF NFPA 99. D.QUALIFICATIONS: 1 SUBMIT DOCUMENTATION AS DEFINED UNDER PARAGRAPH .MEDICAL GAS EQUIPMENT MANUFACTURER'S QUALIFICATIONS.. 2.SUBMIT DOCUMENTATION AS DEFINED UNDER PARAGRAPH .MEDICAL GAS PIPING INSTALLER'S QUALIFICATIONS.. 3:SUBMIT DOCUMENTATION FOR INDEPENDENT TESTING AGENCY. E.TESTING REPORTS: 1.PRESSURE TESTING RECORDS. 2. CROSS--CONNECTION TESTS. 3.PURGE AND ANALYSIS TESTS. 4.ALARM TESTS. 5.INCLUDE COPY OF REPORTS IN THE OPERATION AND MAINTENANCE MANUAL. F. CERTIFICATIONS: SUBMIT DOCUMENTATION AS DEFINED UNDER ARTICLE .CERTIFICATION OF SYSTEMS*. 1.4 DEFINITIONS A.BREATHING GAS: GAS TESTED TO BE PURE AND CONTAIN FEWER CONTAMINATES AS OUTLINED IN THE FOLLOWING STANDARDS: 1. OXYGEN: CGA, GRADE D. 2.USP: UNITED STATES PHARMACOPEIA/NATIONAL FORMULARY STANDARDS. 1.5 DELIVERY, STORAGE, AND HANDLING A.DELIVER AND STORE LARGE MEDICAL GAS SPECIALTIES ON FACTORY-INSTALLED SHIPPING SKIDS SMALL SPECIALTIES IN FACTORY-FABRICATED • FIBERBOARD CONTAINERS, AND PIPING WITH SEALING PLUGS IN ENDS OR WITH OTHER END PROTECTION. 1. STORE PRECLEANED AND SEALED MEDICAL GAS PIPE, FITTINGS, VALVES, AND SPECIALTIES WITH SEALING PLUGS AND • SEALING PACKAGING INTACT. 2.LABEL MEDICAL GAS PIPE, • FITTINGS, VALVES _ES AND SPECIALTIES THAT OR NOT BEEN PRECLEANE_ ,D OR THAT HAVE BEEN PRECLEANED BUT HAVE SEALS OR PACKAGING THAT IS NOT INTACT, WITH TEMPORARY LABELS INDICATING THAT CLEANING IS REQUIRED BEFORE INSTALLATION. 1.6 WARRANTY A.GENERAL: WARRANT MEDICAL GAS PIPELINE COMPONENTS FOR 2 YEARS AFTER FINAL ACCEPTANCE. WARRANTY SHALL COVER PARTS, LABOR, AND TRAVEL TIME. MAKE AVAILABLE REPLACEMENT WITHIN 48 HOURS OF INITIAL NOTIFICATION. PART 2 - PRODUCTS 2.1 MANUFACTURERS A.MANUFACTURERS: CHEMTRON (ALLIED). NO SUBSTITUTIONS. 2.2 PIPING MATERIALS A.PRESSURIZED MEDICAL GAS PIPING: 1. ASTM B 819, TYPE L HARD DRAWN SEAMLESS MEDICAL GAS COPPER TUBING. TYPE K FOR OPERATING PRESSURE GREATER THAN 185 • PSIG FOR SIZES LARGER THAN 3-1/8a. IDENTIFY BY THE MARKINGS sOXY• 'WED' 80XY/MED8 *OXY/ACRG, OR aACR/MEDe IN BLUE FOR TYPE L AND GREEN FOR TYPE K. • 2.FI1TINGS WROUGHT COPPER, BRASS OR BRONZE DESIGNED FOR BRAZED CONNECTION. 3.PIPE, FITTINGS VALVES, AND OTHER COMPONENTS SPECIALLY CLEANED FOR OXYGEN SERVICE IN • FACILFIY EQUIPPED TO CLEAN, RINSE, AND PURGE MATERIAL IN ACCORDANCE WITH NFPA 99 AND RECEIVED ON JOB SITE CLEANED AND CAPPED IN SEALED PACKAGE • BEARING MANUFACTURERS IDENTIFICATION TAG OR STAMP. ON-SITE CLEANING OF INTERIOR SURFACES OF PIPES, VALVES, FITTINGS, • AND OTHER COMPONENTS NOT ACCEPTABLE. 4.LISTED OR APPROVED FITTINGS MAY BE USED AT LIMITED EXPOSED AND ACCESSIBLE LOCATIONS IN COMPLIANCE WITH NFPA 99. B.VACUUM PIPING: 1. TYPE L HARD DRAWN SEAMLESS COPPER TUBING OR ASTM B 280 ACR COPPER. 2.BRAZED WITH BCUP-5 OR ALLOY WITH AT LEAST 1000 F MELTING POINT. C.BRAZING ALLOY AWS A5.8, BCUP -5 OR APPROVED ALLOY WITH AT LEAST 1000 F MELTING POINT. D.GASKET MATERIAL: ASME B16.21, NONMETALLIC, FLAT, ASBESTOS FREE, AND SUITABLE FOR MEDICAL GAS • PIPING USE. 2.3 MEDICAL GAS OUTLETS A.MANUFACTURER. CHEMETRON 400 SERIES. NO SUBSTMONS. B.MEDICAL GAS OUTLET MODULAR. _ RECESSED TYPE OR D1SS SCREW THREAD RECESSED TYPE. INCLUDE KrING • SYSTEM COMPATIBLE WITH EXISTING KEYING SYSTEM IN C.OUTLETS FIELD ASSEMBLED WITH SEQUENCES AND SERVICES INDICATED. D.OUTLET STATIONS WITH STAINLESS STEEL COVER PLATE. INCLUDE INDEXING PINS FOR SAFETY KEYING AND GAS SPECIFIC COVER TO THE ROUGH-IN BOX WITH COLOR CODED GAS SERVICE IDENTIFICATION. SAFETY KEYING INDEX PINS PERMANENTLY CAPTURED BETWEEN COVER PLATE AND LATCH ASSEMBLY AND UNREMOVABLE WITHOUT DESTROYING OUTLET. E.THE LATCH MECHANISMS DESIGNED FOR ONE HANDED, SINGLE THRUST MOUNTING, AND 1 HANDED FINGERTIP RELEASE OF SECONDARY EQUIPMENT. FACILITY. THREADED DISS CONNECTOR PER CGA STANDARDS. F. OUTLET , '.CLEANED, AND PACKAGED_ _PER NFPA 99_, UL USTED AND LABELED, AND CSA • CERTIFIED-. MEDICAL GAS ,OUTLETS CLEANED FOR OXYGEN SERVICE PER CGA PAMPHLET G-4.1. ASSEMBLY CAPPED AND 'FINISH 'ASSEMBLY- POLY BAGGED FOR SHIPMENT. . . .. . , . . G.ROUGH-IN ASSEMBLY MODULAR 'DESIGN AND INCLUDED .GAS SPECIFIC 16 GAGE .STEEL MOUNTING PLATE- DESIGNED TO PERMIT ON=SITE, GANGING OF MULTIPLE :OUTLETS. INCLUDE MACHINED BRASS OUTLET BLOCK PERMANENTLY - ATTACHED- TO MOUNTING BRACKET TO PERMIT THE 1/2 INCH OD, TYPE K COPPER INLET TO swni: 360:DEGREES FOR ,ATTACHMENT TO PIPING SYSTEM. ROUGH-IN ASSEMBLY -WITH DOUBLE SEAL_ TO PREVENT' GAS LEAKAGE, BEIWEEN ROUGH-IN AND LATCH-VALVE ASSEMBUES AFTER WALL IS FINISHED., , -SINGLE 0--R1NG SEAL NOT ACCEPTABLE. H.LATCH-VALVE ASSEMBLY SHALL TELESCOPE UP TO 3/4 INCH TO ALLOW FOR VARIATION IN FINISHED WALL THICKNESS FROM 1/2 INCH TO 1-1/4 INCH. I. DISS OUTLETS USED FOR CEILING MOUNT APPLICATIONS. J. INCLUDE HOSE ASSEMBUES FOR CEILING OUTLETS FOR FINISHED CEILING HEIGHT AS INDICATED ON THE DRAWINGS. EACH HOSE WITH'. CHAIN. 'TYPE DUAL RETRACTOR FOR PRESSURE GASES AND TRIPLE FOR VACUUM. RETRACTORS. 'MADE WITH STAINLESS CABLE NOT ACCEPTABLE. INCLUDE 18 INCH 'HOSE LENGTH FOR RETRACTORS. 2.4 MEDICAL GAS VALVES AND VALVE ASSEM,BL1ES A.MEDICAL GAS VALVES SPECIALLY PREPARED FOR OXYGEN SERVICE. CONFORM TO NFPA 99. VALVES BALL TYPE WITH TEFLON SEATS. AND ADJUSTING STEM PACKING GLAND WITH TEFLON STEM SEAL B.BALL VALVES 3 PIECE BODY, . FULL, PORT- CHROME PLATED. BRASS BALL, BLOWOUT PROOF STEM BRAZE-,JOINT ENDS, RATED 600 -PSIG.:--WOG BRASS OR BRONZE, ACTUATE FROM FULL 40 P ENo FULL 'eCLOSEDe BY 90 DEGREE TURN OF VINYL GRIPPED VALVE 'LEVER HANDLE. C.VALVES WITH FACTORY INSTALLED' TYPE K COPPER • TUBING EXTENSIONS. D.VALVES NOT IN VALVE BOXES WITH LOCKING HANDLES. E.VALVES CLEANED FOR OXYGEN, CAPPED•, AND SEALED IN A POLYETHYLENE BAG FOR SHIPPING AND STORAGE. F. INCLUDE COLOR CODED SELF-ADHESIVE GAS LABELS FOR COMPLIANCE WITH NFPA 99 LABELING REQUIREMENTS. 2.5 PIPING -SPECIALTIES A.PIPE MARKERS AND COLOR BANDS: COMPLY WITH REQUIREMENTS IN SECTION 200510 AND NFPA. 99. B.PIF'E SLEEVES: COMPLY WITH REQUIREMENTS IN SECTION 200510. C.HANGERS AND SUPPORTS: COMPLY WITH 'REQUIREMENTS IN SECTION 202115. D.P1PE ESCUTCHEONS:. COMPLY WITH REQUIREMENTS IN SECTION 202115. PART 3 - EXECUTION 3.1 INSPECTION A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 3.2 PREPARATION A.CLEAN1NG OF MEDICAL GAS TUBING: IF PRECLEANED FITTINGS OR TUBING MUST BE RECLEANED BECAUSE:0F EXPOSURE,. HAVE-, SUPPLIER PERFORM THE FOLLOWING PROCEDURES: 1.CLEAN MEDICAL GAS TUBE AND FITTINGS VALVES GAGES, AND OTHER COMPONENTS OF OIL GREASE,' AND. OTHER. READILY 'OXIDIZABLE MATERIALS AS REQUIRED FOR OXYGEN SERVICE ACCORDING TO CGA G-4.1. 2.WASH MEDICAL GAS TUBING_ AND COMPONENTS IN HOT ALKAUNE-CLEANER-WATER SOLUTION OF SODIUM' 'CARBONATE OR TRISODIUM PHOSPHATE IN PRoPORTION OF '1 LB OF CHEMICAL TO 3 GAL OF WATER. a.SCRUB TO ENSURE COMPLETE CLEANING. , b. RINSE WITH CLEAN, HOT WATER TO • REMOVE CLEANING SOLUTION. B.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR TO COMMENCING WORK OF THIS sgerio,N. C.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE FROM WORK OF THIS SECTION. 3.3 INSTALLATION APPLICATION ERECTION- AND PERFORMANCE A.GENERAL: INSTALL APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH ARTICLE *QUALITY' ASSURANCE*" PROVISIONS SPECIFICATIONS AND. MANUFACTURER'S INSTALLATION INSTRUCTIONS' .AND DIRECTIONS.- WHERE 'THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS- GOVERN. B.D0 NOT COVER UP OR ENCLOSE WORK UNTIL INSPECTED AND APPROVED. IF IN NON-COMPLIANCE, UNCOVER 'WORK, REMOVE, AND PROVIDE NEW TO SATISFACTION OF A/E AT NO ADDITIONAL COST TO OWNER. 3.4 INDOOR PIPING AND COMPONENT INSTALLATION A.COMPLY WITH REQUIREMENTS IN SEC1104 202110, NFPA 99, AND ASSE 6010. B.INSTALL PIPE SUPPORTS, IN .ACCORDANCE WITH MSS . SP-69 SECTION .202115, OR NFPA 99 WHICHEVER IS MORE STRINGENT. PIPING NOT SUPPORTED' 'BY OTHER PIPING. C.BRAZ1NG PROCEDURES SHALL :BE AS DETAILED IN NFIPA 99 AND BRAZING SHALL BE PERFORMED BY BRAZERS- :QUALIFIED UNDER'NFPA , D.PRE-CLEANED AND .PREPARED COPPER' PIPES VALVES AND FITTINGS FOR OXYGEN SERVICE BY MANUFACTURER. - RECEIVE SEALED- ON THE 'JOB. • MAINTAIN CERTIFICATES OF ORIGIN AND OF PROPER PREPARATION' AT THE JOB -SITE 'ATTESTING THE ABOVE. E.USE OF FLUX WHEN MAKING JOINT BETWEEN COPPER TO COPPER PIPES AND FITTINGS NOT ACCEPTABLE. F. DURING BRAZING OPERATION PURGE INTERIOR OF PIPE CONTINUOUSLY WITH OIL FREE, DRY NITROGEN FOLLOWING • PROCtDURE IN NFPA 99. AT COMPLETION OF ANY SECTION, CAP OPEN PIPE END t USING EXTERNAL CAP. G.AVOID THREADED JOINTS IN PIPING SYSTEMS WHENEVER POSSIBLE. WHERE UNAVOIDABLE, MAKE UP MALE THREADS WITH POLYTETRAFLOUROFEIHYLENE (SUCH AS TEFLON) TAPE. LIQUID SEALANTS NOT ACCEPTABLE. H.VACUUM SYSTEMS: 1.INSTALL MOISTURE POCKET AT LOW POINTS OF MAINS AND AT BASE OF VERTICAL RISER, CONSISTING OF A 1-1/4 INCH DROP LEG, 12 INCHES LONG WITH 3/8 INCH DRAIN VALVE. 2.MAKE BRANCH CONNECTIONS TO MAIN VACUUM PIPING ABOVE CENTERLINE OF MAIN LINE, USING EITHER A 45 DEGREE OR 90 DEGREE ELBOW. IN ADDMON INSTALL A CROSS FITTING IN MAIN LINE FOR BRANCH CONNECTION IN UEU OF TEE FITTING. IkSTALL REMOVABLE CAP AT BOTTOM OPENING OF CROSS FMING FOR USE AS CLEANOUT. 3.SLOPE PIPING FROM SERVICE OUTLETS DOWN TO VACUUM PUMP SETS. I. MEDICAL GAS OUTLETS: 1. LOCATE OUTLETS 60 INCHES ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. CENTERLINE SPACING OF MULTIPLE OUTLETS MINIMUM 5 INCHES. 2.COORDINATE OUTLET PLACEMENT WITH OTHER TRADES. J. VALVES, ZONE VALVES, AND VALVE ASSEMBLIES: 1. LOCATE VALVES AND VALVE ASSEMBUES 60 INCHES ABOVE FINISHED FLOOR. 2.COORDINATE BOX PLACEMENT WITH OTHER TRADES. TAKE SPECIAL NOTE OF WALL CONSTRUCTION AND LENGTH OF WALL REQUIRED TO ACCOMMODATE PIPE DROPS TO VALVE BOXES. 3.ARRANGE VALVES IN THE FOLLOWING ORDER FROM TOP TO BOTTOM: OXYGEN, VACUUM AIR. IF 2 OR MORE VALVES FOR THE SAME SERVICE ARE LOCATED IN COMMON BOX, LARGER VALVES SHALL BE THE LOWER. 4.FOLLOWING MANUFACTURER'S 1RE_CWMENDATIONS REGARDING REMOVAL OR DISASSEMBLY OF VALVES DURING BRAZING TO PRD&NT DAMAGE TO SEATS AND SEALS. • 5.INSTALL SWITCHES DOWNSTREAM OF MAIN ISOLATING VALVES. 3.5 EQUIPMENT CONNECTIONS A.CONNECT MEDICAL GAS PIPING TO MECHANICAL EQUIPMENT AS INDICATED ON THE DRAWINGS. COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL SHUTOFF VALVE AND UNION FOR EACH CONNECTION AND DRAIN VALVE DRAIN CONNECTION. LOCATE UNIONS TO ALLOW REMOVAL OF EQUIPMENT WITHOUT PIPING BEYOND UNION. B.INSTALL RECEIVER FOR MEDICAL VACUUM SYSTEM WITH 3 VALVE BYPASS. 3.6 FLUSHING OF MEDICAL GAS PIPING A.AFTER COMPLETION OF PIPING INSTALLATION AND PRIOR TO PRESSURE TESTING. FLUSH INTERIOR SURFACES BY INJECTING 01L-FREE COMPRESSED AIR OR DRY NITROGEN INTO OPEN ENDS OF PIPING JUST PRIOR TO MAKING FINAL CONNECTIONS TO EQUIPMENT AND OUTLET VALVES.. 3.7 PIPE MARKERS AND COLOR BANDS A.LABEL PIPING WITH NAME OF GAS SERVICE, IDENTIFICATION COLOR, AND DIRECTION OF FLOW. WHERE NON-STANDARD PRESSURES ARE PIPED, LABEL FOR PRESSURE. COMPLY WITH REQUIREMENTS ON SECTION 200510 AND NFPA 99, WHICHEVER IS MORE STRINGENT, FOR LOCATION OF LABELS AND BANDS. B.LABEL ALARM PANELS, CONTROL PANELS, VALVES AND VALVE BOX COVERS FOR GAS SERVICE AND AREAS MONITORED AND CONTROLLED. COORDINATE WITH OWNER FOR FINAL ROOM AND AREA DESIGNATIONS. LABEL VALVES WM-I NAME AND • IDENTIFICATION COLOR OF GAS AND DIRECTION FLOW. 3.8 PRESSURE TESTING A.D0 NOT CONCEAL PIPING UNTIL THOROUGHLY TESTED AND MADE TIGHT IN ACCORDANCE WITH NFPA 99. B.AFTER CONNECTIONS TO OUTLETS, AND FINAL INSTALLATION OF PRESSURE ALARM DEVICES, PRESSURE INDICATORS, LINE PRESSURE REUEF VALVES, MANUFACTURED ASSEMBLIES, HOSES AND SIMILAR DEVICES, SUBJECT EACH SECTION OF PIPING SYSTEMS TO MINIMUM TEST PRESSURE' OF 150 PSIG WITH OIL FREE, DRY NITROGEN. MAINTAIN TEST PRESSURE UNTIL EACH JOINT HAS BEEN EXAMINED FOR LEAKS. HYDROSTATIC TEST NOT ACCEPTABLE. C.REPAIR LEAKS THAT OCCUR AND RETEST. D. AFTER TESTING OF EACH INDIVIDUAL PIPING SYSTEM PERFORM FINAL STANDING PRESSURE TEST OF MEDICAL GAS SYSTEMS. USE OIL FREE, DRY NITROGEN AT PRESSURE OF 20 PERCENT ABOVE NORMAL OPERATING PRESSURE. E. AFTER PIPING SYSTEM IS FILED WITH TEST GAS, SUPPLY VALVE AND OUTLETS CLOSED, AND SOURCE OF TEST GAS DISCONNECTED, SYSTEM SHALL REMAIN LEAK-FREE FOR 24 HOURS. 1. ONLY ALLOWABLE PRESSURE CHANGES DURING 24 HOUR TEST PERIOD SHALL BE THOSE CAUSED BY VARIATIONS IN AMBIENT TEMPERATURE AROUND PIPING SYSTEM 2.RECORD AMBIENT TEMPERATURE AND SYSTEM PRESSURE AT BEGINNING AND END OF 24 HOUR TEST. F. AFTER 24 HOUR TEST IS COMPLETED, MAINTAIN MINIMUM 60 PSIG ON SYSTEMS. G.FURNISH GAGES, TOOLS, PUMPS, GASES AND ANY OTHER EQUIPMENT AND MATERIALS REQUIRED FOR TESTING. H.EXERCISE CARE TO KEEP TESTING EQUIPMENT AND MATERIALS OIL FREE. 3.9 CERTIFICATION OF SYSTEMS A.CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING AGENCY TO PERFORM TESTS AND EXAMINATIONS AND PROVIDE CERTIFICATION. B.AFTER INSTALLATION OF COMPLETE • MEDICAL GAS SYSTEM, TEST SYSTEMS IN ACCORDANCE WITH NFPA 99 AND CGA P-2. C.CERTIFY THAT MEDICAL GAS SYSTEMS AS CONSTRUCTED FOLLOW GUIDELINES OF NFPA 99 FOR PLACEMENT AND APPLICABILIIT OF VALVES AND ALARMS. 1. CERTIFY THAT BRAZING WAS CONDUCTED BY BRAZERS QUAUFIED TO ASSE 6010 AND HOLDING CURRENT MEDICAL GAS ENDORSEMENTS. 2.CERTIFY THAT BRAZING WAS CONDUCTED WITH NITROGEN PURGING. D.CERTIFY THAT NO CROSS CONNECTIONS EXIST BE1WEEN SYSTEMS USING FOLLOWING PROCEDURES: 1. REDUCE SYSTEMS TO ATMOSPHERIC PRESSURE. 2.DISCONNECT SOURCES OF TEST GAS FROM SYSTEMS EXCEPT THE ONE SYSTEM TO BE CHECKED. 3.PRESSURIZE SYSTEM WITH OIL FREE DRY AIR, NITROGEN, OR THE GAS FOR WHICH THIS SYSTEM IS • INTENDED TO A PRESSURE OF • 56 PSIG. 4.WITH APPROPRIATE ADAPTERS MATCHING OUTLET LABELS CHECK EACH INDIVIDUAL STATION OUTLET OF SYSTEMS INSTALLED TO DETERMINE THAT TEST GAS IS BEING DISPENSED FROM ONLY OUTLETS OF THIS SYSTEM. 5.WHERE A MEDICAL VACUUM PIPING SYSTEM IS INSTALLED CROSS CONNECTION TESTING SHALL INCLUDE SYSTEM WITH OTHER MEDICAL GAS PIPING SYSTEMS. 6. DISCONNECT SOURCE OF TEST GAS AND REDUCE SYSTEM TESTED TO ATMOSPHERIC PRESSURE. 7.PROCEED TO TEST EACH ADDITIONAL PIPING SYSTEM IN ACCORDANCE WITH ABOVE PROCEDURES. E. CERTIFY THAT MEDICAL GAS PIPING SYSTEMS HAVE BEEN PURGED, PRESSURE TESTED, ANALYZED, AND PROVEN LEAK FREE IN ACCORDANCE verH NFPA 99. F.CERTIFY THAT ALARM SYSTEM COMPONENTS FUNCTION PROPERLY. 1. DOCUMENT CONTROL ZONES AND SURVEILLANCE AREAS OF ALARMS. 2.VERIFY LOCATION OF EACH ZONE ON RECORD DRAWINGS. 3.REPORT AND RECORD DISCREPANCIES. G.CERTIFY THAT OUTLETS ARE DELIVERING GAS AT PRESSURE AND FLOW CONSISTENT WITH ANTICIPATED NEEDS AS DEFINED BY RESPONSIBLE AUTHORMES WITHIN FACILITY, BUT IN NO CASE BELOW CGA OR NFI5A 99 • REQUIREMENTS. EXAMINE EACH OUTLET FLOW WITH APPROPRIATE ANALYZER AND DOCUMENT • CONCENTRATIONS FOUND. H.CERTIFY' THAT SYSTEM COMPONENTS F'ERFORM TO MANUFACTURER'S DESIGN SPECIFICATIONS AND PIPEUNES ARE FREE OF DEBRIS, INCLUDING WATER. I. CERTIFY THAT DEUVERED GAS IS AS PURE AS REQUIRED BY APPLICABLE CGA/USP SPECIFICATIONS FOR •BREATHING GAS. J. CERTIFY THAT MEDICAL AIR IS DRY AS SPECIFIED. K.CERTIFY THAT VACUUM SYSTEM PERFORMS AS SPECIFIED. L. RETEST AFTER CONTRACTOR HAS CORRECTED DEFICIENCIES FOUND. M.[WHERE NEW MEDICAL GAS PIPING CONNECTS TO EXISTING, TESTING AGENCY SHALL TEST PIPING INCLUDING EXISTING TO ENSURE IT HAS NOT BEEN CONTAMINATED.] N.TESTING AGENCY TESTING. [WILL] FURNISH TEST EQUIPMENT AND SUPPLIES INCLUDING MEDICAL GASES USED IN TESTING: 3.10 COMMISSIONING A.EQUIPMENT AND SYSTEMS REFERENCED IN THIS SECTION SHALL BE COMMISSIONED PER SECTION 200800. CONTRACTOR HAS SPECIFIC RESPONSIBIUTIES FOR SCHEDULING, COORDINATION, TEST DEVELOPMENT, TESTING AND DOCUMENTATION. COORDINATE COMMISSIONING ACTIVITIES WITH THE COMMISSIONING AUTHORI1Y. END OF SECTION 226313 btO .1'77 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED OCT 1 3 2010 PERMIT CENTER 2 MECHANICAL SPECIFICATIONS REVISIONS NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 J MR RKE 9-10-2010 DIVISION 23 SECTION 230900 - TEMPERATURE CONTROLS PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES DESIGN, COMPONENTS, HARDWARE, AND CONSTRUCTION FOR COMPLETE INSTALLATION OF AN OPERATIONAL_ CONTROL SYSTEM. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND ORDINANCES. B.CODES AND STANDARDS: 1. APPLICABLE ENERGY CODE. 2. AMCA STANDARD 500-D, LABORATORY METHODS OF TESTING DAMPERS FOR RATING. 3. AMCA PUBLICATION 511, CERTIFIED RATINGS PROGRAM FOR AIR CONTROL DEVICES. 4. CSA, CANADIAN STANDARDS ASSOCIATION. 5. FCC, PART 15, SUBPART J, CLASS A COMPUTING DEVICES. 6. NFPA 70, NATIONAL ELECTRICAL CODE. 7. UL 873, STANDARD FOR TEMPERATURE-INDICATING AND -REGULATING EQUIPMENT. 8. UL 916, STANDARD FOR ENERGY MANAGEMENT EQUIPMENT. C.CONTROL SYSTEM SUBCONTRACTOR'S QUALIFICATIONS: SUBCONTRACTOR THAT WILL PERFORM THIS WORK SHALL HAVE A MINIMUM OF AT LEAST 3 CONTROL SYSTEMS OF SAME TYPE AND DESIGN AS REQUIRED BY THE CONTRACT. D.INSTALLATION: SYSTEM DESIGNED AND CONSTRUCTED BY AUTHORIZED REPRESENTATIVE OF PRODUCT MANUFACTURER. CAREFULLY INVESTIGATE MECHANICAL, ELECTRICAL, AND FINISH CONDITIONS THAT COULD AFFECT WORK TO BE PERFORMED AND FURNISH MATERIALS AND LABOR NECESSARY TO MEET SUCH CONDITIONS. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT SPECIFICATION DATA SHEET FOR EACH COMPONENT. IDENTIFY COMPONENTS BY TAG NUMBERS. B.SHOP DRAWINGS: AFTER APPROVAL OF PRODUCT DATA, SUBMIT SHOP DRAWINGS. LABEL COMPONENTS WITH TAG NUMBERS. DO NOT COMMENCE INSTALLATION UNTIL SHOP DRAWINGS ARE ACCEPTED BY A/E. C.RECORD DOCUMENTS: SUBMIT SHOP DRAWINGS FOR EACH CONTROL SYSTEM SHOWING INSTALLED CONDITION. AS A MINIMUM, INCLUDE DIAGRAMS AND DOCUMENTS LISTED IN PARAGRAPH "SHOP DRAWINGS" WITH SEQUENCES OF OPERATION. 1.4 OPERATION AND MAINTENANCE MANUAL A.FUNCTIONAL DESIGN: OPERATIONAL REQUIREMENTS OF SYSTEM, THEORY OF OPERATION, DESIGN PHILOSOPHY, AND SPECIFIC FUNCTIONS. B.HARDWARE: GENERAL DESCRIPTION AND SPECIFICATIONS AND INSTALLATION AND CHECKOUT PROCEDURE. C.OPERATION: PROCEDURES AND INSTRUCTIONS FOR OPERATION OF SYSTEM. D.MAINTENANCE: DESCRIPTIONS OF MAINTENANCE FOR EQUIPMENT INCLUDING INSPECTION PERIODIC PREVENTATIVE MAINTENANCE, FAULT DIAGNOSIS, AND REPAIR OR REPLACEMENT' OF DEFECTIVE COMPONENTS. 1.5 WARRANTY A.INCLUDE SERVICES, MATERIALS AND EQUIPMENT NECESSARY FOR THE SUCCESSFUL OPERATION OF CONTROL SYSTEM FOR PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION DATE. B.ADJUSTMENT,_ REQUIRED TESTING, AND REPAIR OF THE SYSTEM INCLUDES COMPUTER EQUIPMENT, TRANSMISSION EQUIPMENT AND SENSORS AND CONTROL DEVICES. PART 2 - PRODUCTS 2.1 BASIC SYSTEM A.GENERAL: PROVIDE THERMOSTATS, SENSORS, WIRING, CONDUIT„ RELAYS TRANSMITTERS AND OTHER CONTROL DEVICES REQUIRED TO MAKE A COMPLETE AND OIDERATIONAL CONTROL SYSTEM. MATERIAL AND EQUIPMENT STANDARD PRODUCTS OF MANUFACTURER REGULARLY ENGAGED IN MANUFACTURING OF SUCH PRODUCTS. 2.2 CONTROL WIRING A. GENERAL: 1. INCLUDE WIRE AND CABLE,_ TRANSFORMERS, CIRCUITS, WIRING PROTECTION AND LABELS, DRAWINGS AS REQUIRED FOR COMPLETE AND OPERABLE CONTROL SYSTEM INCLUDING WIRING TO TRANSFORMER PRIMARIES. 2. CONFORM TO NEC AND DIVISION 26 REQUIREMENTS. PART 3 - EXECUTION 3.1 CONTROL SYSTEM GENERAL A.DESCRIPTION: INSTALL DEVICES AND HARDWARE REQUIRED TO INSURE A COMPLETE AND OPERATING SYSTEM IN ACCORDANCE WITH THE SEQUENCES OF OPERATION. DEVICES SHALL BE EASILY ACCESSIBLE. 3.2 SEQUENCES OF OPERATION A.GENERAL: PROVIDE SEQUENCE OF OPERATION AS INDICATED ON THE DRAWINGS. 3.3 FIELD 'TESTING AND VERIFICATION A.FIELD TESTS: CALIBRATE FIELD EQUIPMENT AND DEVICES AND VERIFY EQUIPMENT AND SYSTEM OPERATION BEFORE PLACING THE AUTOMATIC TEMPERATURE CONTROL SYSTEM ON-LINE. B.PERFORMANCE VERIFICATION TESTS: 1. CONDUCT PERFORMANCE VERIFICATION TESTS TO DEMONSTRATE THAT SYSTEM MAINTAINS SETPOM, CONTROL LOOPS ARE TUNED, AND CONTROLLERS ARE PROGRAMMED FOR CORRECT SEQUENCES OF OPERATION. END OF SECTION SECTION 233113 - AIR DISTRIBUTION PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES SHEET METAL WORK AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND ORDINANCES. B.CODES AND • STANDARDS: 1. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. C.DUCT CLEANLINESS REQUIREMENTS: 1. PREVENT DAMAGE TO DUCTS DURING TRANSPORTATION AND OFF LOADING. DELIVER ONLY WHEN DUCTS CAN BE STORED UNDER PERMANENT COVER. PLASTIC TARP COVERING OF DUCTS ON JOBSITE NOT ACCEPTABLE. 2. KEEP SITE STORAGE AREAS CLEAN AND DRY WITH MINIMAL EXPOSURE TO DUST. 3. KEEP WORKING AREA CLEAN AND DRY AND PROTECTED FROM WEATHER ELEMENTS. 4. PRIOR TO INSTALLATION OF INDIVIDUAL DUCT SECTIONS INSPECT TO ENSURE THEY ARE FREE FROM DEBRIS AND WIPE INTERNAL METAL SURFACES. 5. COVER DUCT RISERS TO PREVENT ENTRY OF DEBRIS. 6. COVER OPEN ENDS OF DUCTS AND DOWNWARD FACING AND HORIZONTAL DUCT OPENINGS. 7. IF IN THE OPINION OF THE A./E DUCTS AND FITTINGS ARE NOT KEPT CLEAN OR CbMPLETELY DRY, REPLACE DUCIS AND FITTINGS OR CLEAN INTERIOR OF AFFECTED DUCTS AND FITTINGS TO SATISFACTION OF THE A/E AT NO ADDITIONAL COST TO THE OWNER. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH ITEM SPECIFIED IN THIS SECTION. B.TEST REPORTS: PRESSURE TESTING FOR LEAKAGE. 1.4 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A.SECTION 200548 - VIBRATION ISOLATION AND SEISMIC CONTROL: FLEXIBLE CONNECTORS. B.SECTION 230900 - TEMPERATURE CONTROLS: MOTOR OPERATED DAMPERS AND ACTUATORS. C.SECTION 283111 - FIRE ALARM AND DETECTION SYSTEMS: DUCT SMOKE DETECTORS. PART 2 - PRODUCTS 2.1 SHEET METAL WORK, GENERAL A.DUCT CONSTRUCTION: 1. COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE (SMACNA), THIRD EDITION, 2005. STANDING SEAMS NOT ACCEPTABLE FOR EXPOSED DUCTS. 2. GALVANIZED STEEL IN GENERAL WITH G-90 ZINC COATING, ASTM A 653, MINIMUM 26 GAGE. 3. GALVANIZED STEEL PREPPED OR DUCTS FINISHED WITH PAINT GRIP FOR FIELD PAINTING WHERE EXPOSED IN FINISHED SPACES AS SCHEDULED IN DIVISION 9. B. PRESSURE CLASSIFICATIONS: 1. RETURN AND EXHAUST DUCTS: PLUS 2 INCH DOWNSTREAM OF FANS AND MINUS 2 INCH W.G. UPSTREAM OF FANS FOR FAN DESIGN STATIC PRESSURE SCHEDULED ON THE DRAWINGS AT 1.0 INCH W.G. AND ABOVE. 2. RETURN, RELIEF, AND EXHAUST DUCTS: PLUS 1 INCH DOWNSTREAM OF FANS AND MINUS 1 INCH W.G. UPSTREAM OF FANS FOR FAN DESIGN STATIC PRESSURE SCHEDULED ON THE DRAWINGS AT LESS THAN 1.0 INCH W.G. PLUS 1 INCH W.G. FOR RELIEF DUCTS. 3. SUPPLY DUCTS NOT LISTED ABOVE: 2 INCH W.G. 4. TRANSFER DUCTS: 0.5 INCH W.G. C.ROUND DUCTS: SPIRAL SEAM WITH BEADED SLEEVE AT TRANSVERSE JOINTS. D.FITTINGS: 1. COMPLY WITH SMACNA AS FOLLOWS: a.ROUND ELBOWS: FULL RADIUS (R/D=1.5), 5 PIECE SEGMENTED OR STAMPED PER SMACNA FIGURE 3-4. b.RECTANGULAR ELBOWS: FULL RADIUS (RLW=1.5) WHERE MINIMUM 5 DUCT WIDTHS IS AVAILABLE DOWNSTREAM OF ELBOW FITTING PRIOR TO BRANCH TAKE OFF. IF STRAIGHT LENGTH NOT AVAILABLE, USE SQUARE THROAT ELBOW WITH TURNING VANES. c.ROUND TEES AND LATERALS: CONICAL FITTING OR TAP PER SMACNA FIGURE 3-6 90 DEGREE TEE WITH OVAL TO ROUND TAP, 45 DEGREE LATERAL FITTING, TAP, OF SADDLE TAP, OR 45 DEGREE RECTANGULAR LEAD-IN PER SMACNA FIGURE 3-5. 90 DEGREE TEE NOT ACCEPTABLE. SADDLE TAP CONNECTIONS FOR EXPOSED DUCTS IN FINISHED SPACES NOT ACCEPTABLE. d.SPIN-IN FITTINGS: CONICAL TYPE, WITH VOLUME DAMPER, QUADRANT AND ACCESSORIES. INCLUDE INSULATION GUARD FOR INSTALLATION IN DUCT WITH LINING. e.RECTANGULAR LATERALS: 45 DEGREE ENTRY FITTINGS PER SMACNA FIGURE 4-6. f. OFFSETS: FULL. RADIUS (R/D.=1.5 FOR ROUND AND FLAT OVAL AND R/W=1.5 FOR RECTANGULAR) WHERE SPACE ALLOWS. MITERED OFFSET (TYF'E 2) WITH 30 DEGREE MAXIMUM BLE. OFFSET ANGLE PER SMACNA FIGURE 4-7. ANGLE OFFSET (TYPE 1) NOT ACCEPTA g.DIVIDED FLOW FITTINGS ACCEPTABLE PER SMACNA FIGURE 4-5 EXCEPT FOR BRANCH CONNECTIONS TO OUTLETS AND INLETS. 2. SCREENED OPENINGS: 1./2 INCH MESH SCREEN 14 GAGE GALVANIZED STEEL WIRE. ENCLOSE MESH SCREEN WITH 20 GAGE GALVANI2ED REMOVABLE SHEET METAL FRAME AROUND PERIMETER. 3. DUCT COLLARS: 2 INCH WIDE GALVANIZED STEEL FOR GALVANIZED DUCTS, 20 GAGE. MITERED CORNERS FOR SQUARE AND RECTANGULAR DUCTS. ESCUTCHEON TYPE FOR ROUND AND FLAT OVAL DUCTS. E. TURNING VANES: 1. DESCRIPTION: AIRFOIL DESIGN, SMOOTHLY-ROUNDED ENTRY NOSE EXTENDED TRAILING • EDGE, CONTINUOUS INTERNAL TUBES FOR STIFFENING ANb RIGIDITY OF SECTION, ADAPTABLE TO DUCT SIZES. MAXIMUM GENERATED SOUND POWER LEVEL 54 DECIBELS IN OCTAVE BAND 4 AT 2000 FPM VELOCITY IN 24 INCH BY 24 INCH DUCT SIZE. 2. ASSEMBLY FABRICATION: SIDE RAILS BY SAME MANUFACTURER AS TURNING VANES. VANES INSTALLED ON 2.4 INCH CENTERS ACROSS FULL DIAGONAL DIMENSION OF ELBOW PER SMACNA FIGURE 4-3. RAIL SYSTEMS WITH NON-STANDARD TABLE SPACING NOT ACCEPTABLE. 3. UNEQUAL ELBOWS: • FABRICATE AND ADJUST TO SET VANES IN ASSEMBLY AT CORRECT ANGLE OF ATTACK, RESULTING IN LEADING AND TRAILING EDGES IN PARALLEL TO DUCT SURFACES. 4. MANUFACTURER: H.E.P. - HIGH EFFICIENCY PROFILE - AS MANUFACTURED BY AERO/DYNE CO. (1-800-522-2423) OR APPROVED. 5. AT CONTRACTOR'S OPTION, DOUBLE WALL TURNING VANES FABRICATED FROM SAME MATERIAL AS ADJACENT DUCT ACCEPTABLE. INCLUDE MOUNTING RAILS WITH FRICTION INSERT TABS THAT ALIGN VANES AUTOMATICALLY. F. ACOUSTICAL TURNING VANES: 1. DOUBLE THICKNESS PERFORATED, GLASS FIBER FILL MYLAR LINER. 2. MANUFACTURER: DIJCTMATE INDUSTRIES OR APPROVED. G.LINED DUCTS: FABRICATE WITH DUCT LINING SUCH THAT NO GAP WILL RESULT BETWEEN SECTIONS OF DUCT LINING AFTER ASSEMBLY OF DUCT SECTIONS. FABRICATION AND INSTALLATION SHALL RESULT IN ADJACENT LINING SECTIONS BUTTED TOGETHER WITHOUT GAPS, BULGES, OR OTHER DISCONTINUITIES. H.DUCT SEALER: 1. INDOOR LOCATIONS: UL 181 LISTED AND LABELED. LOW ODOR, NON-TOXIC VAPORS, SURFACE BURNING CHARACTERISTICS FOR MAXIMUM FLAME SPREAD OF 25 AND MAXIMUM SMOKE DEVELOPED OF 50 WHEN IN A DRY STATE. RATED FOR AIR TEMPERATURE RANGE OF MINUS 20 F TO PLUS 150 F. RATED TO 10 INCHES W.G. MINIMUM 65 PERCENT SOLID CONTENT. MCGILL AIRFLOW LL.C, AIRSE.AL UNITED DUCT SEALER (WATER BASED), BIDDLE AQUA-CRYLIC HVAC, HARDCAST IRONGRIP 601, DESIGN PlOLYMERICS DP1010, DUCTMATE INDUSTRIES PROSEAL OR EZ-SEAL, OR APPROVED. . OUTDOOR LOCATIONS: UL 181 LISTED AND LABELED. 3 INCH MINIMUM WIDTH. SURFACE BURNING CHARACTERISTICS OF 25 MAXIMUM FLAME SPREAD AND 50 MAXIMUM SMOKE DEVELOPED. RATED FOR AIR TEMPERATURE RANGE OF MINUS 40 F TO PLUS 200 F. SEALER WITH UV INHIBITORS. MCGILL AIRFLOW LLC, AIRSEAL UNI-WEATHER, DUCTMATE INDUSTRIES PROSEAL OR APPROVED. 2.2 FLEXIBLE DUCTS A.DESCRIPTION: FACTORY-INSULATED WITH LOW PERMEABILITY VAPOR BARRIER JACKET CONSTRUCTED OF REINFORCED METALLIZED LAMINATE FILM SUITABLE FOR MEDIUM AND LOW PRESSURE APPUCATIONS, 1 INCH THICK FIBER GLASS INSULATION ,_ COATED STEEL SPRING HELIX REINFORCEMENT BONDED TO FIBER GLASS CLOTH, POLYESTER OR MYLAR LINER. 1 . RATINGS: UL LISTED AND LABELED PER UL 181 AS A CLASS 1 FLEXIBLE DUCT WITH MAXIMUM FLAME SPREAD RATING 25„ MAXIMUM SMOKE-DEVELOPED RATING 50. 2. LENGTH: ASSEMBLIES IN 5 FOOT LENGTH WITH GALVANIZED MALE AND FEMALE FITTINGS ATTACHED TO LINER AND VAPOR BARRIER JACKET ACCEPTABLE. B.MANUFACTURERS: THERMAFLEX MK-E, VVIREMOLD 57K, FLEXMASTER 8M, OR APPROVED. 2.3 FASTENERS A.DESCRIPTION: USE BLIND RIVETS, SHEET METAL SCREWS, OR BOLTED CONNECTIONS WHERE REQUIRED BY SMACNA • FOR ATTACHMENT PURPOSES FOR SHEET METAL. SHEET METAL SCREWS AND RIVETS MINIMUM LENGTH REQUIRED FOR SECURE FASTENING. WHERE RIVETS ARE SPECIFICALLY CALLED FOR IN THIS SECTION, SHEET METAL SCREWS MAY BE USED. B.LOCATIONS: FOR DUCTS, GRILLES, AND ACCESSORIES EXPOSED TO VIEW IN FINISHED ROOMS INCLUDE FINISH-TYPE FASTENERS. 1. PERMANENT WORK: BLIND STAINLESS STEEL POP RIVETS. 2. REMOVABLE ITEMS AND GRILLES: CADMIUM-PLATED PAN HEAD OR COUNTERSUNK TAPPING SCREWS. 2.4 HANGERS FOR • SHEET METAL WORK A.DESCRIPTION: HANGERS, SUPPORTS, AND ANCHOR BOLTS FOR SHEET METAL WORK AND EQUIPMENT SAME MATERIAL AS FOR DUCT CONSTRUCTION. E.BUILDING ATTACHMENTS: CONCRETE INSERTS AND STRUCTURAL-STEEL FASTENERS APPROPRIATE FOR CONSTRUCTION MATERIALS TO WHICH HANGERS ARE BEING ATTACHED. COMPLY WITH REQUIREMENTS IN SECTION 200515. C.DUCT SIZES: REFER TO MAXIMUM CROSS-SECTION DIMENSION AT LOCATION OF HANGERS. • D.HORIZONTAL RECTANGULAR AND ROUND DUCTS: COMPLY WITH SMACNA STANDARDS. WIRE HANGERS NOT ACCEPTABLE. E. VERTICAL DUCTS: ANGLES ATTACHED TO SIDES IN PAIRS. COMPLY WITH SMACNA. 2.5 VOLUME DAMPERS AND QUADRANTS A.GENERAL: FABRICATE IN ACCORDANCE WITH SMACNA, SAME MATERIAL AS FOR DUCT CONSTRUCTION. B.REMOTE CABLE CONTROL SYSTEM FOR QUADRANTS WHERE DUCTS ARE NOT ACCESSIBLE. CABLE SYSTEM FOR REMOTE OPERATION OF VOLUME DAMPER CONSISTING OF BOWD N 0.054 INCH • SHEATHED STAINLESS STEEL CONTROL WIRE, RACK AND PINION GEAR DRIVE, AND WALL MOUNTED CONTROL KIT. C.MANUFACTURERS: YOUNG REGULATOR, ENERTECH, OR APPROVED. 2.6 BACKDRAFT DAMPERS A.DESCRIPTION: EXTRUDED ALUMINUM FRAME AND BLADES, EXTRUDED VINYL EDGE SEALS MECHANICALLY LOCKED INTO BLADE EDGE. BLADES WITH FIELD ADJUSTABLE ZINC PLATED STEEL COUNTERBALANCE WEIGHTS TO ALLOW PRESSURE RELIEF TO START OPENING AT 0.01 INCH • W.G. AND BE FULLY OPEN AT 0.06 INCH W.G. CORROSION RESISTANT BEARINGS, SYNTHETIC 'TYPE. LINKAGE CONCEALED IN FRAME. DAMPERS DESIGNED FOR MAXIMUM 1500 FPM SPOT VELOCITIES AND UP TO 4 INCH W.G. BACK PRESSURE. B.MANUFACTURERS: RUSKIN MODEL CBD2, GREENHECK, AMERICAN WARMING & VENTILATING AIR BALANCE DURO DYNE, PACIFIC AIR PRODUCTS, OR APPROVED. 2.7 ACCESS DObRS AND FRAMES A.GENERAL: INCLUDE ACCESS DOORS WHEREVER ACCESS TO DUCTS IS NECESSARY FOR REACHING EQUIPMENT. DOUBLE CONSTRUCTION, HEMMED EDGES (NO SHARP EDGES), TIGHT FITTING WITH GASKET, HINGED, WITH LATCH, INSULATION OR LINING EQUIVALENT TO THAT OF ADJACENT DUCT. STEEL ANGLE FRAME. ACCESS PANELS WITH SHEET METAL FASTENERS NOT ACCEPTABLE. B.LATCHES: DIE-CAST, VENTFABRICS NO. 100 FOR DOORS 2'-0" HIGH AND SMALLER. CAT. NO. 260 FOR DOORS UP TO 3'-0" HIGH. CAT. NO. 310 FOR DOORS HIGHER THAN 3'-0". USE 2 FOR EACH DOOR. CAM LATCHES ACCEPTABLE. 2.8 MISCELLANEOUS DUCT ACCESSORIES A.INSTRUMENT TEST HOLES: • CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL, INCLUDING SCREW CAP AND GASKET. SIZE TO ALLOW INSERTION OF PITOT TUBE AND OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT-INSULATION THICKNESS. PART 3 - EXECUTION 3.1 DUCT INSTALLATION A.GENERAL: 1. INSTALL IN WORKMANLIKE MANNER. FABRICATIONS_, FITTINGS, JOINTS, TAKE-OFFS, ATTACHMENTS, TURNING VANES, DAMPERS, AND SEALING IN ACCORDANCE WITH REQUIREMENTS OF SMACNA AS SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 2. COMPLY WITH REQUIREMENTS IN SECTION 200548 FOR SEISMIC RESTRAINTS OF DUCTS. 3. HANG DUCTS FROM ROOF STRUCTURE AND NOT FROM THE ROOF DECK ITSELF. PROVIDE SUPPLEMENTARY STEEL FRAMING AS SPECIFIED IN SECTION 200515 TO SPAN BETWEEN ROOF STRUCTURAL MEMBERS. 4. LOCATE DUCTS WITH SUFFICIENT CLEARANCE AROUND EQUIPMENT TO ALLOW FOR INSPECTION, REPAIR, REPLACEMENT, AND •SERVICE. 5. CAP INCOMPLETED DUCT ENDS WITH TEMPORARY CLOSURES OF TAPED POLYETHYLENE TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTS. 6. INSTALL DUCT COLLARS • WHERE EXPOSED DUCTS PASS THROUGH NON-FIRE RATED WALLS AND CEILINGS. FASTEN TIGHT TO DUCTS. 7. DUCT SIZES MAY BE CHANGED AS LONG AS THE NEW • DIMENSIONS ARE EQUIVALENT TO THOSE INDICATED AND DO NOT EXCEED 4 TO 1 ASPECT •RATIO. 8. TRANSITIONS: a.FABRICATE AND INSTALL DUCT TRANSITIONS FOR CONNECTIONS TO EQUIPMENT, SUCH AS FANS, HEATERS FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS MOTOR oPERATED DAMPERS WHERE THE CONNECTION' SIZES ARE DIFFEREN'T FROM DUCT SIZES INDICATED ON • THE • DRAWINGS. b.WHERE TRANSITIONS ARE REQUIRED TO FIT INTO AVAILABLE SPACE, FABRICATE TO MAINTAIN EQUIVALENT FREE AREA OF DUCT • SIZES WITH ANGLE LESS THAN 15 DEGREES. 9. DRAWINGS DO NOT SHOW OFFSETS WHICH MAY BE REQUIRED. MAKE OFFSETS WITH FITTINGS WITH AS SMALL AN ANGLE OF OFFSET AS POSSIBLE. INSTALL TURNING VANES IN SQUARE CORNER ELBOWS. 10. INSTALL ACOUSTICAL TURNING VANES IN RETURN AIR • SQUARE THROAT ELBOWS. 11. INSTALL FLANGED CONNECTIONS TO EQUIPMENT WITH NEOPRENE GASKETS. 12. INSTALL DUCTS THROUGH ROOF TO BE WATERTIGHT. COORDINATE WITH ANY DETAILS ON THE DRAWINGS AS TO F_LASHINGS AND CURBS. REFER TO ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS. 13. INSTALL DUCTS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, VERTICALLY AND HORIZONTALLY AND PARALLEL AND PERPENDICULAR TO BUILDING LINES. 14. INSTALL TEST HOLES AT FAN INLETS AND OUTLETS AND ELSEWHERE AS INDICATED ON THE DRAWINGS. LOCATE WHERE REQUIRED FOR TESTING AND BALANCING PURPOSES AS DIRECTED BY THE TAB SUBCONTRACTOR SPECIFIED IN SECTION 200593. 15. INSTALL RETURN AIR AND TRANSFER AIR OPENINGS ABOVE CEILINGS WITH MINIMUM 2'-O" CLEARANCE TO OBSTRUCTIONS. B.EXTERIOR DUCTS: 1. GENERAL: INSTALL DUCTS LOCATED OUTSIDE OF BUILDINGS IN WEATHERPROOF MANNER. . FABRICATION: FABRICATE AND USE GAGE AS REQUIRED BY SMACNA. GALVANIZED STEEL WITH 4-BOLT OR CORNER-CLIP DUCT CONNECTIONS OR FLANGED JOINTS. SLOPE TOP OF DUCTS FOR DRAINAGE. SUPPORTS HOT DIP GALVANIZED AFTER FABRICATION. SEAL SEAMS AND JOINTS EXTERNALLY FOR WATERTIGHT INSTALLATION IN NEAT AND WORKMANLIKE MANNER. 3. CLEANING: THOROUGHLY CLEAN DUCT SURFACES, SUCH THAT DUCTS MAY BE PRIMED AND FINISH PAINTED. C.FL.EXIBLE CONNECTORS: 1. INSTALL FLEXIBLE CONNECTORS FURNISHED UNDER SECTION 200548 AT CONNECTIONS TO VIBRATION-ISOLATED (SPRING AND RUBBER ISOLATOR-MOUNTED) FANS, PACKAGED HVAC EQUIPMENT, AND SIMILAR EQUIPMENT. 2. SUPPORT DUCT ON BOTH SIDES OF FLEXIBLE CONNECTOR TO ENSURE ALIGNMENT AND TO AVOID BINDING CONNECTOR. 3. INSTALL WITH SUFFICIENT SLACK TO PERMIT 2 INCH HORIZONTAL OR VERTICAL MOVEMENT WITHOUT STRETCHING FABRIC AND TO EFFICIENTLY ISOLATE VIBRATION OF FANS FROM DUCTS. D.DUCT AND PLENUM SEALING: SMACNA SEAL CLASS A. APPLY DUCT SEALER TO TRANSVERSE JOINTS, LONGITUDINAL SEAMS FITTING CONNECTIONS CORNERS OF FOUR-BOLT OR CORNER • CLIP DUCT CONN'ECTION SYSTEM, AND FITTING SEAMS EXCEPT CONTINUOUS WELDED TYPE. SPIRAL SEAMS, CONTINUOUS WELDED SEAMS, AND TRANSVERSE JOINTS FOR 4-BOLT OR CORNER CLIP DUCT CONNECTION SYSTEM ARE NOT REQUIRED TO BE SEALED UNLESS VISIBLE AND AUDIBLE LEAKS EXIST OR DUCT LEAKAGE EXCEEDS THAT ALLOWED BY LEAKAGE TEST SPECIFIED IN THIS SECTION. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 3.2 FLEXIBLE DUCTS A.INSTALL PER SMACNA FIGURES 3-10 AND 3-11. B.CONNECT TO METAL DUCTS WITH SLIP JOINT MADE USING FIRE-RESISTANT MASTIC AND STAINLESS STEEL OR PLASTIC MACHINE-APPLIED CLAMP. C.FIVE FOOT MAXIMUM LENGTH, FULLY EXTENDED. GENERALLY INSTALL WITH STRAIGHT SECTIONS, WITHOUT BENDS. IF BENDS ARE REQUIRED, INSTALL WITH MAXIMUM ONE-90 DEGREE BEND R/D=2.5 OR GREATER. NO KINKS ALLOWED. SHEET METAL ELBOWS TO RESULT IN STkAIGHT FLEXIBLE DUCT RUNS ACCEPTABLE. D.HANG FLEXIBLE DUCT ON • 5'-0" CENTERS AND AT 90 DEGREE BEND WITH 1 INCH WIDE FLAT STEEL STRAP. MAXIMUM 1/2 INCH SAG PER FOOT. SUPPORT SHALL NOT CAUSE OUT-OF-ROUND SHAPE. E.INSTALLATION IN CORRIDOR CEILING SPACES WHERE FIRE RATING IS REQUIRED NOT ALLOWED. 3.3 VOLUME DAMPERS A.GENERAL: VOLUME DAMPERS MAY NOT BE SHOWN ON THE DRAWINGS. INSTALL DAMPER IN DUCT TO EACH SUPPLY, RETURN, AND EXHAUST OPENING AND FOR BRANCH MAINS SERVING MORE THAN 1 OPENING. B.CONSTRUCTION: TIGHT FITTING TO WALLS OF DUCT WHEN FULLY CLOSED. INSTALL BEARING ON EACH END AND SEALED AIRTIGHT. C.LOCATION: INSTALL DAMPERS IN ACCESSIBLE LOCATIONS. IN GENERAL, ARRANGE WITH AXIS OF BLADE IN LONG DIMENSION OF DUCT. LOCATE AS FAR FROM OUTLET AND INLET AS POSSIBLE. D.SErTING: SET AND LOCK IN FULL OPEN POSITION, PRIOR TO TAB WORK. E.INSTALL 12 INCH LONG ORANGE COLORED 1/2 INCH WIDE SURVEYORS TAPE ON QUADRANT OF VOLUME DAMPERS LOCATED ABOVE CEILINGS. 3.4 BACKDRAFT DAMPERS A.GENERAL: INSTALL AT EXHAUST AND RELIEF AIR DUCT TERMINATIONS TO ATMOSPHERE THAT DO NOT HAVE MOTOR OPERATED DAMPERS. 3.5 ACCESS DOORS A.GENERAL: INSTALL AT DUCT SMOKE DETECTORS HUMIDIFIER ABSORPTION MANIFOLDS, BACKDRAFT DAMPERS, MOTOR OPERATED DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, BOTH SIDES OF DUCT MOUNTED HEATERS._ AIRFLOW MEASURING UNITS AND PLENUMS. ARRANGE DOOR SWINGS SO THAT ACCESS DOORS OPEN AGAINST AIR PRESSURE. 16 DUCT SMOKE DETECTORS A.COORDINATE LOCATION REQUIREMENTS WITH DIVISION 28 WORK PRIOR TO PREPARING AND SUBMITTING SHEET METAL SHOP DRAWINGS TO ENSURE WITH DETECTOR MANUFACTURER'S INSTALLATION REQUIREMENTS. 3.7 PRESSURE TESTING FOR LEAKAGE A.DESCRIPTION: TEST SUPPLY, RETURN, AND EXHAUST DUCTS. B.TEST STANDARD: SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL, 1ST ED., 1985. C.TEST PROCEDURES: 1. TEST DUCT BEFORE INSULATION IS INSTALLED. 2. CLOSE OFF AND SEAL OPENINGS IN DUCT SECTION TO BE TESTED. CONNECT TEST APPARATUS TO DUCT BY MEANS OF • FLEXIBLE DUCT. 3. TEST FOR AUDIBLE LEAKS. 4. AFTER AUDIBLE LEAKS HAVE BEEN SEALEI'), • RETEST. SEAL AND RETEST AS NECESSARY UNTIL MAXIMUM LEAKAGE IS LESS THAN 2 PERCENT OF DESIGN AIR QUANTITY OF SYSTEM HAS BEEN ACHIEVED. END OF SECTION SECTION 233713 -- OUTLETS AND INLETS PART 1 -- GENERAL 1 1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES GRILLES, DIFFUSERS, AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND ORDINANCES. B.CODES AND STANDARDS: 1. ADC 1062R4, AIR DIFFUSING EQUIPMENT CERTIFICATION, RATING AND TEST MANUAL. 2. AMCA 511, CERTIFIED RATINGS PROGRAM FOR AIR CONTROL DEVICES. 3. ASHRAE 70, METHOD OF TESTING FOR RATING THE PERFORMANCE OF AIR OUTLETS AND INLETS. 1,3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH TYPE AND ASSOCIATED APPURTENANCES. PART 2 - PRODUCTS 2.1 GRILLES,REGISTERS, DIFFUSERS, LOUVERS, ROOF AND WALL CAPS A.EXCEPT AS OTHERWISE INDICATED, FURNISH MANUFACTURER'S STANDARD GRILLES AND DIFFUSERS OF SIZE, SHAPE, CAPACITY AND 'TYPE AS INDICATED ON THE DRAWINGS FOR COMPLETE INSTALLATION. B.PERFORMANCE: FURNISH GRILLES AND DIFFUSERS THAT HAVE, AS MINIMUM„ TEMPERATURE AND VELOCITY TRAVERSES THROW AND DROP, AND NOISE CRITERIA RATINGS FOR EACH GRILLE AND DIFFUSER TYPE AND SIZE AS LISTED IN MANUFACTURER'S CURRENT DATA. C.CEILING COMPATIBILITY: FURNISH WITH BORDER STYLES COMPATIBLE WITH ADJACENT CEILING SYSTEMS SPECIFICALLY MANUFACTURED TO FIT INTO CEILING MODULE WITH ACCURATE FIT AND ADEQUATE • SUPPORT. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS. D.SEISMIC RESTRAINTS FOR GRILLES AND DIFFUSERS WEIGHING LESS THAN 20 POUNDS: INCLUDE MEANS TO POSITIVELY ATTACH GRILLES AND DIFFUSERS TO CEILING GRID SYSTEM. E.MANUFACTURERS: GRILLES, REGISTERS, DIFFUSERS: TITUS, KRUEGER, ANEMOSTAT, METALAIRE, KEES, OR APPROVED. PART 3 - EXECIJTION 3.1 INSPECTION A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 3.2 PREPARATION A.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR TO COMMENCING WORK OF THIS SECTION. B.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE FROM WORK OF THIS SECTION. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH ARTICLE "QUALITY ASSURANCE" PROVISIONS SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DIRECTIONIS. WHERE THEE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. B.COORDINATE WITH OTHER WORK, INCLUDING DUCTWORK AND DUCT ACCESSORIES„ AS NECESSARY TO INTERFACE INSTALLATION OF GRILLES AND DIFFUSERS WITH OTHER WORK. C.INSTALL • GRILLES AND DIFFUSERS WITH AIRTIGHT CONNECTION TO DUCTS AND TO ALLOW SERVICE AND MAINTENANCE OF ADJUSTABLE COMPONENTS AND FIRE DAMPERS. D.CEILING-MOUNTED OUTLETS AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS, FITTINGS, AND ACCESSORIES. GRILLE AND DIFFUSER LOCATIONS HAVE BEEN INDICATED ON THE DRAWINGS TO ACHIEVE DESIGN REQUIREMENTS FOR AIR VOLUME, NOISE CRITERIA, AIRFLOW PATTERN, THROW, AND PRESSURE DROP. MAKE FINAL LOCATIONS WHERE INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLANS. WHERE ARCHITECTURAL FEATURES • OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY ALE FOR DETERMINATION OF FINAL LOCATION. E.SEISMIC RESTRAINTS: 1. FOR GRILLES AND DIFFUSERS WEIGHING LESS THEN 20 POUNDS: POSITIVELY ATTACH GRILLE AND DIFFUSER TO CEILING GRID SYSTEM. 2. FOR GRILLES AND DIFFUSERS WEIGHING 20 TO 56 POUNDS: IN ADDITION TO POSITIVELY ATTACHING GRILLE AND DIFFUSERS TO CEILING GRID SYSTEM, INSTALL TWO NO. 12 GAGE HANGER WIRES CONNECTED TO GRILLES AND DIFFUSERS TO CEILING SYSTEM HANGER OR TO STRUCTURE ABOVE. 3. FOR GRILLES AND DIFFUSERS WEIGHING MORE THAN 56 POUNDS: SUPPORT DIRECTLY FROM STRUCTURE ABOVE. COMPLY WITH REQUIREMENTS IN SECTION 200548 FOR SEISMIC RESTRAINTS. 3.4 ADJUSTING F. AFTER INSTALLATION, ADJUST GRILLES AND DIFFUSERS TO AIR PATTERNS INDICATED ON THE DRAWINGS, OR AS DIRECTED, BEFORE STARTING AIR BALANCING. 3.5 CLEANING A.AFTER INSTALLATION OF GRILLES AND DIFFUSERS, INSPECT EXPOSED FINISH. CLEAN EXPOSED SURFACES TO REMOVE BURRS, DIRT, AND SMUDGES. REMOVE AND PROVIDE NEW GRILLES AND DIFFUSERS THAT HAVE DAMAGED FINISHES. END OF SECTION SECTION 234100 - FILTERS PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES AIR FILTERS FOR AIR HANDLING EQUIPMENT AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND ORDINANCES. B.CODES AND STANDARDS: 1. ASHRAE 52.1, GRAVAMETRIC AND DUST-SPOT PROCEDURES FOR TESTING AIR-CLEANING DEVICES USED IN GENERAL VENTILATION FOR REMOVING PARTICULATE MATTER. 2. ASHRAE 52.2 METHOD OF TESTING GENERAL VENTILATION AIR-CLEANING DEVICES FOR REMOVAL EFFICIENCY BY PARTICLE SIZE. 3. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH AIR FILTER AND APPURTENANCE. 1.4 SPARE MEDIA A.FOR AIR HANDLING UNITS AND PACKAGED HVAC EQUIPMENT, AND SIMILAR EQUIPMENT WITH FILTERS: THREE SETS FOR EACH TYPE OF FILTER. ONE FOR INITIAL INSTALLATION, ONE INSTALLED PRIOR TO THE TAB WORK SPECIFIED IN SECTION 200593, AND ONE DELIVERED TO THE OWNER AT SUBSTANTIAL COMPLETION. PART 2 - PRODUCTS 2.1 REPLACEABLE FILTERS A.PLEATED MEDIA TYPE: EXTENDED SURFACE WITH REINFORCED NON-WOVEN COTTON FABRIC IN SELF-SUPPORTING FRAME, MERV 8 PER ASHRAE 52.2, 2 INCHES THICK, UL CLASS 1. CAMFIL FARR 30/30, AAF INTERNATIONAL, OR APPROVED. 2.2 FINAL FILTER A.V-STYLE EXTENDED SURFACE, MINIMUM MERV 14 PER ASHRAE 52.2, 12" THICK, UL CLASS 2. VILEDON MV 95 OR APPROVED. 2.3 FILTER HOUSINGS AND FRAMES A.FOR AIR HANDLING EQUIPMENT: FILTER HOUSINGS AND FRAMES FURNISHED BY AIR HANDLING EQUIPMENT MANUFACTURER AND INTEGRAL TO AIR HANDLING EQUIPMENT UNLESS OTHERWISE INDICATED ON THE DRAWINGS. B.EXTERNAL FILTER HOUSING: TWO-STAGE FILTER HOUSING, 16 GAUGE GALVANIZED STEEL, WEATHERPROOF FINISH. CAMFILL FARR 3P GUDEPACK, OR APPROVED. 2.3 RESISTANCE INDICATOR A.GENERAL: DIAPHRAGM-ACTUATED DIAL TYPE, 4-3/4 INCH OUTSIDE DIAMETER WITH WHITE DIAL., BLACK FIGURES AND GRADUATIONS, AND POINTER ZERO ADJUSTMENT, 0 TO 1 INCH W.G. RANGE WITH 0.02 INCH MINOR DIVISION. ACCURACY PLUS OR MINUS 2 PERCENT OF FULL SCALE AT 70 F. INCLUDE BRACKET, STATIC PRESSURE TAPS, ALUMINUM TUBING, AND VENT VALVES. MANUFACTURER: DWYER MAGNEHELIC MODEL 2001 OR APPROVED. PART 3 - EXECUTION 3.1 INSTALLATION, APPLICATION ERECTION, AND PERFORMANCE A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE, SPECIFICATIONS, AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DIRECTIONS. WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. B.COORDINATE WITH DUCTWORK AND AIR MOVING EQUIPMENT AS NECESSARY TO INTERFACE INSTALLATION OF AND ACCESS TO FILTERS. C.INSTALL FILTERS IN PROPER POSITION TO PREVENT PASSAGE OF UNFILTERED AIR. D.FILTERS SHALL BE EASILY CHANGED FROM FRAMES AND SHALL SLIDE FREELY ON TRACKS WITHOUT LANDING. E.F1LTER SECTIONS SHALL HAVE HINGED ACCESS DOORS WITH LATCHES. F. INSTALL RESISTANCE INDICATOR STATIC PRESSURE TAPS UPSTREAM AND DOWNSTREAM OF FILTERS TO INDICATE AIR PRESSURE DROP THROUGH AIR FILTER. INSTALL INDICATOR ON OUTSIDE OF FILTER HOUSING OR FILTER PLENUM IN ACCESSIBLE AND READABLE POSITION. END OF SECTION SECTION 238100 - PACKAGED HVAC EQUIPMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A.DESCRIPTION: WORK INCLUDES PACKAGED HVAC EQUIPMENT WITH MECHANICAL COOLING AND HEATING CAPABILITIES AND ASSOCIATED APPURTENANCES. 1.2 QUALITY ASSURANCE A.REGUIATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND ORDINANCES. B.CODES AND STANDARDS: 1. APPLICABLE ENERGY CODE. 2. ARI 210/240. PERFORMANCE RATING OF UNITARY AIR-CONDITIONING AND AIR SOURCE HEAT PUMP EQUIPMENT. 3. AR' 340/360, COMMERCIAL AND INDUSTRIAL UNITARY AIR-CONDITIONING AND HEAT PUMP EQUIPMENT. 4. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 1.3 SUBMITTALS A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA FOR EACH TYPE OF PACKAGED HVAC EQUIPMENT AND APPURTENANCE. INDICATE ACCESSORIES WHERE REQUIRED FOR COMPLETE SYSTEM AND INSTALLATION INSTRUCTIONS. B.PERFORMANCE DATA: SUBMIT FAN PERFORMANCE CURVE FOR UNIT. INDICATE ON SEPARATE GRAPH FOR EACH FAN, STATIC PRESSURE VERSUS VOLUME FLOW, EFFICIENCY, AND BRAKE HORSEPOWER WITH SCHEDULED DESIGN POINT SHOWN AND LABELED. I PERFORMANCE CERTIFIED N ACCORDANCE WITH AMCA 210. A SINGLE FAN CURVE NOT ACCEPTABLE. C.SHOP DRAWINGS: SUBMIT PACKAGED HVAC EQUIPMENT CONTROL WIRING DIAGRAM INDICATING FACTORY AND FIELD INSTALLED WIRING. D.TEST REPORTS: 1. FACTORY START-UP AND TEST REPORTS. 2. FIELD START-UP AND TEST REPORTS. 3. INCLUDE COPY OF REPORTS IN THE OPERATION AND MAINTENANCE MANUAL. PART 2 - PRODUCTS 2.1 HVAC EQUIPMENT A.PROVIDE EQUIPMENT WITH ALL FEATURES AND OPTIONS LISTED ON EQUIPMENT SCHEDULES. TRANE, OR APPROVED. PART 3 - EXECUTION 3.1 WORK PRIOR TO INSTALLATION A. EQUIPMENT MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL MAINTAIN PERSONNEL WITHIN A 50 MILE RADIUS OF JOB SITE. REPRESENTATIVE CAPABLE OF TROUBLESHOOTING PACKAGED HVAC EQUIPMENT FAULTS. 1. INCLUDE 1 MAN DAY TO MEET WITH THE MECHANICAL ELECTRICAL AND CONTROL SUBCONTRACTORS AT THE JOB SITE. SCHEDULE THIS MEETING WITHIN 1 WEEK AFTER EQUIPMENT IS DELIVERED TO FINAL LOCATION AT JOB SITE BUT PRIOR TO EQUIPMENT OPERATION. PURPOSE IS TO ASSURE THAT ALL PARTIES UNDERSTAND WHAT INTERCONNECTIONS ARE REQUIRED. 2. AFTER EQUIPMENT INSTALLATION, INCLUDE 1 MAN DAY TO ASSIST CONTROL AND ELECTRICAL SUBCONTRACTORS IN THE TERMINATION OF THE INTERCONNECTING WIRES IN UNIT MOUNTED CONTROL PANELS. THIS SERVICE SHALL ALSO VERIFY THE PROPER CONNECTION AND POLARITY OF THE WIRES. 3.2 INSTALLATION OF PACKAGED HVAC EQUIPMENT AND COMPONENTS A.INSTALL EQUIPMENT WITH CLEARANCES FOR SERVICE AND MAINTENANCE. B.REPAIR DAMAGED CONDENSER COIL FINS. C.COORDINATE WITH DIVISION 26 TO INSTALL DISCONNECTS SO AS NOT TO INTERFERE WITH UNIT AND INTERNAL COMPONENT ACCESS AND FILTERS. D.ROOF MOUNTED EQUIPMENT: ATTACH ROOF CURBS TO ROOF AND MOUNT UNITS ON ROOF CURBS. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF FLASHING. E.COMPLY WITH REQUIREMENTS FOR VIBRATION ISOLATORS AND SEISMIC RESTRAINTS. 3.3 START-UP SERVICES A.EQUIPMENT MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM START-UP SERVICES OF PACKAGED HVAC EQUIPMENT AND RELATED APPURTENANCES. SERVICES SHALL INCLUDE A CHECK OF PROPER INSTALLATION, SYSTEM CHECK-OUT, ADJUSTMENT, AND COMPLETE START-UP. B.INCLUDE START-UP AND TEST REPORTS IN OPERATION AND MAINTENANCE MANUAL END OF SECTION bt0):171 SEPARATE PERMITAND APPROVAL REQUIRED RECEIVED OCT 1 3 2010 PERMIT CENTER 2 MECHANICAL SPECIFICATIONS NAC NO 121-10017 HEI NO 10113 DRAWN JMR CHECKED RKE DATE 9-10-2010 ROOF MOUNTED HEAT PUMP SCHEDULE MARK LOCATION AREA SERVED MANUFACTURER / MODEL FILTER MANUFACTUER/ MODEL ELECTRICAL COOLING HEATING FILTER BOX DIMENSIONS ( HxWxD) (INxINxIN) MIN. OA (CFM) SUPPLY AIRFLOW ESP (IN) MOTOR HP ELECTRIC AUX. COIL UNIT VOLTAGE V / 0 MCA (A) MOCP (A) MBH EAT CF) LAT CF) MBH EAT CF) LAT CF) SEER REFRIG. TYPE DIMENSIONS (LxWxH) (INxINxIN) WEIGHT (LBS.) REMARKS STAGE 1 (kW) STAGE 2 (kW) HP -1 ROOF CT SCAN EXAM ROOM TRANE / WSC048 150 1500 0.75 1 9 12 208 / 3 63.7 70 45.9 75.7 52.5 26.8 68.2 85 13.0 R -41 OA 70x45x36 600 NOTE 1, 2, 3, 4 1. 2. 3. 4. NOTES DISCHARGE, HIGH STATIC MOTOR, ECONOMIZER, FACTORY ROOF CURB, AND MICROPROCESSOR FACTORY CONTROLS. 2 STAGE ELECTRIC HEATING COIL. THE BASE SINGLE POINT ELECTRICAL CONNECTION KIT. MCA AND MOCP ARE BASED UPON THE USE OF SINGLE POINT CONNECTION KIT TO POWER MOTORS AND ELECTRIC HEATING COIL. BALANCE AIRFLOW TO 1600 CFM. PROVIDE WITH HORIZONTAL PROVIDE WITH SUPPLEMENTARY PROVIDE WITH THROUGH BID ALTERNATE 2: IF ACCEPTED, FILTER BOX SCHEDULE MARK LOCATION AREA SERVED/ SYSTEM SERVED HOUSING MANUFACTURER/ MODEL FILTER MANUFACTUER/ MODEL AIRFLOW RATE (CFM) MAX VELOCITY (FPM) INITIAL MAX APD (IN) FILTER BOX DIMENSIONS ( HxWxD) (INxINxIN) FILTER SIZE (HxWxD) (INxIN) REMARKS F -1 ROOF HP -1 FARR / 3P GUDEPACK VILEDON / MV95 1500 400 0.25 27x24x21 24x24 NOTE 1, 2 1. 2. 3. NOTES FOR BOTH PREFILTER AND FINAL FILTER. AIRFLOW WILL BE 1600 CFM. PROVIDE MAGNAHELIC GAGES PROVIDE MERV 8 PRE-FILTER. BID ALTERNATE 2: IF ACCEPTED, AIR DEVICE SCHEDULE MARK MARK TYPE MANUFACTURER / MODEL SUPPLY / RETURN / EXHAUST BORDER TYPE NECK SIZE (L "xW") (DIA) FACE SIZE (L "xW ") (IN) CFM RANGE < 25 NC BORDER TYPE FINISH MATERIAL REMARKS C1 CEILING DIFFUSER TITUS MCD SUPPLY LAY -IN 6 x 6 24x24 0 - 150 3 WHITE STEEL 1, 2 8x8 - 155 -275 10 x 10 280 - 450 12 x 12 455 - 600 14 x 14 605 - 750 ELKAY - R1 RETURN GRILLE TITUS 350 RETURN LAY -IN 8 x 8 24x24 0 - 260 3 WHITE STEEL 1, 2 12 x 12 260 - 600 16 x 16 600 - 1130 1. 2. NOTES 4 -WAY THROW UNLESS INDICATED OTHERWISE ON PLANS. ARE NOMINAL REFER TO MANUFACTURER FOR ACTUAL DIMENSIONS. ADJUST DIFFUSERS FOR DIMENSIONS INDICATED AIR BALANCE /' PRESSURIZATION SCHEDULE ROOM # ROOM NAME AREA VOLUME AHU (FT" 2) (FT"3) SA (ACH) (ACH) AIA /FGI GUIDELINES DESIGN AIRFLOW (CFM) SA (CFM) EA (ACH) EA (CFM) PRESS SA RA EA P (CFM) (ACH) (CFM) (1) (CFM) (CFM) (CFM) (CFM) REMARKS 164 CT SCAN 405 3443 HP -1 340 NA 1420 1420 165. CONTROL ROOM 105 893 AC-3 90 NA 480 480 NOTES 1. P = POSITIVE, N = NEGATIVE, E= EQUAL, NA = NOT APPLICABLE PLUMBING FIXTURE SCHEDULE MARK FIXTURE COMPONENT FIXTURE TYPE / DESCRIPTION MATERIAL MANUFACTURER MODEL NUMBER WASTE VENT COLD HOT REMARKS S -1 SINK COUNTER MOUNTED STAINLESS STEEL ELKAY LR1517 1 -1/2" 1 -1/4 "' - - NOTE 1, 2 FAUCET GOOSENECK SPOUT CHROME PLATED CHICAGO FAUCETS 786- E29VPCCP - - 1 /2" 1 /2" NOTE 1, 3 TRIM GRID AND TAILPIECE STAINLESS STEEL ELKAY - - - - - NOTE 1 1. 2. 3. NOTES: DIFFERENT THAN THE ACTUAL FIXTURE CONNECTION, PROVIDE BRANCH PIPE OF LISTED SIZE AND ALL PIPE FITTINGS REQUIRED FOR A COMLETE INSTALLATION. 304 STAINLESS STEEL, SATIN FINISH, FULLY UNDERCOATED FOR SOUND DAMPENING, 7 -5/8" DEEP BOWL 3 HOLE PUNCHINGS FOR FAUCET ON 8" CENTERS. 5-1/4" GOOSENECK SPOUT, POLISHED CHROME PLATED FINISH, PRESSURE COMPENSATING LAMINAR FLOW OUTLET, 4" WRIST BLADES. PIPE SIZES LISTED MAY BE SINK: 18 CAUGE, TYPE SINK FAUCET: 8" CENTERS, bto SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED OCT 13 2010 PERMIT CENTER 2 MECHANICAL EQUIPMENT SCHEDULES REVISIONS CO 0 N MA flC . 2 N Oar mCO- N N N- 2 0 0 1- z w w -J 0 w 1- z w 0 w U W Ce 1••• v W 1• v Ce 2201 SIXTH AVENUE 1 SUITE 14051 SEATTLE WA 98121 -18471 P: 206.441.45221F:206.442.7917 NAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR RKE 9 -10 -2010 M 0.7 2 "WUP J1 3/4" CW UP 4" W UP BASEMENT PLUMBING DEMOLITION PLAN Scale: 1/4" 1'_0" 0 T '2 SHE-ET NOTES: bk0 11 1 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING . WITH WORK. FLAG NOTES: CAP 4" WASTE PIPE AT THIS LOCATION. CAP 3/4" CW AT THIS LOCATION. FIELD VERIFY COLD WATER ISOLATION LOCATION AND COORDINATE ANY REQUIRED SHUTDOWNS WITH OWNER. SEPARATE PERMIT AND APPROVAL REQUIRED III WEST WING RECEIVED OCT 13 2010 PERMIT CENTER � I J KEY PLAN NOT TO SCALE NOT TO SCALE REVISIONS k \Lb BASEMENT PLUMBING DEMOLITION PLAN I TECTURE NAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR RKE 9 -10 -2010 M ' !--1-14,-;=<'' 1!, _A I i I ! 1 7-1 /4" MV I I ! L) 1 /2" NO 2 1" 02 1 -1 /4" MV ( j - NO 02 (E) ZONE VALVE J I-7 C.: E 0 MV 1L7 L E L.) mv 'r (E) ZONE VALVE EILING MOUNT UTLETS 74 74 ,,,/, 2" 2" VTR (E) SINK - - - (E) CW (E) V (E) HW 3/4" CW CN (E) 4" HUB DRAII\ 2" V DN L... ( 1 / FIRST FLOOR PLUMBING DEMOLITION PLAN Scale: 1/4" = TT TIC .11 0 2 8 SHEET NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING WITH WORK. FLAG NOTES: MEDICAL GAS PIPING DOWN IN WALL PIPING BRANCHES IN WALL TO SERVE 2 SETS OF OUTLETS. DEMOLISH EXISTING SINK. REUSE WATER, WASTE AND VENT SERVICE FOR CONNECTION TO NEW SINK. SEE SHEET M2.1. CONFIRM IN THE FIELD THAT VTR DOES NOT SERVE ANY OTHER FIXTURES BESIDES THE 2 FLOOR DRAINS THAT ARE TO BE DEMOLISHED. IF THE VTR ONLY SERVES THE DEMOLISHED FLOOR DRAINS, DEMOLISH VENT PIPING AND VTR AND PATCH ROOF. IF THE VTR SERVES ADDITIONAL FIXTURES, DEMOLISH VENT PIPING FROM FLOOR DRAINS TO CONNECTION TO ADDITIONAL FIXTURE AND PROVIDE CAP. p. BASE BID: MEDICAL GAS OUTLETS AND PIPING TO REMAIN FOR BASE BID. BID ALTERNATE #1, DEMOLISH MEDICAL GAS OUTLETS ALONG WITH ASSOCIATED BRANCH PIPING AND CAP AT BRANCH CONNECTION TO MAIN. SECURE EACH MEDICAL GAS SYSTEM AT ZONE VALVE AND CERTIFY EACH SYSTEM DOWNSTREAM OF ZONE VALVE. DEMOLISH ALL NITROUS OXIDE PIPING BACK TO ZONE VALVE, CAP AND SECURE PIPING INSIDE ZONE VALVE ASSEMBLY. DO NOT DAMAGE WALL IN HALLWAY DURING DEMOLITION. IF DEMOLISHING NITROUS PIPING BACK TO ZONE VALVE REQUIRES ANY WALL DEMOLITION, ABANDON PIPE IN WALL AND CAP NITROUS IN CEILING AND AT ZONE VALVE ASSEMBLY. REFER TO M2.1 FOR FINAL PIPING CONFIGURATION. MEDICAL GAS LEGEND: MEDICAL GAS CONNECTION SCHEDULE MARK OUTLET TYPE CONN. (IN) REMARKS 0 OXGYEN OUTLET 1/2" NOTE 1, 2 A MEDICAL AIR OUTLET 1/2" NOTE 1, 2 V MEDICAL VACUUM OUTLET 3/4" NOTE 1, 2 S MEDICAL VACUUM SLIDE BRACKET -- N NITROUS OXIDE OUTLET 1/2" NOTE 1, 2 1. 2. NOTES SIZE TO OUTLET AND COMPLETE INSTALLATION. BACK, IT IS THE CONTRACTORS TO EACH OUTLET OR A SINGLE WALL. PROVIDE BRANCH PIPING WITH LISTED PROVIDE ALL REQUIRED FITTINGS FOR WHERE OUTLETS ARE LOCATED BACK TO OPTION TO PROVIDE MULTIPLE PIPE DROPS PIPE DROP wrm BRANCH PIPING IN THE MA Mv 02 NO 10"" '111 MEDICAL AIR MEDICAL VACUUM OXYGEN NITROUS OXIDE MEDICAL GAS ZONE VALVE BOX MEDICAL GAS AREA ALARM PANEL MEDICAL GAS MASTER ALARM PANEL MEDICAL GAS OUTLET TYPE A - MEDICAL AIR ✓ - MEDICAL VACUUM O - OXYGEN N - NITROUS OXIDE S - VACUUM SLIDE MEDICAL GAS OUTLET QTY. (IF QTY. NOT INDICATED ASSUME 1 OUTLET) •No.- 4)-77 7 1 WEST WING 7 RECEIVED OCT 1 3 2010 PERMITCENTER pARA ,: r PinillrAe. a. KEY P b0 Alb _ 11,8k. .1 ! s- itt REVISIONS LU 1- v 1• c FIRST FLOOR PLUMBING DEMOLITION PLAN I NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 JMR RKE 9-10-2010 1.2 - -_- RH -311 9x9 `.;_"_.'72 170 1 • 1;2 6 0 60 110 \\niiiii■. /, /rte :, � o` II 1TO L. 9x9 165 8x6 95 Po- 9x9 95 60 110 Ara'Sr to- 60 110 tow- 1 FIRST FLOOR HVAC DEMOLITION PLAN Scale: 1 /4„ V-0" IL i 0 1 2 SHEET NOTES 1. DEMOLISH ALL DUCTWORK IN CT SCAN AND CT SCAN CONTROL ROOM. REFER TO M3.1 FOR POC'S AND CONNECTIONS TO EXISTING SYSTEMS. FLAG NOTES: EXISTING TEMPERATURE SENSOR FOR REHEAT COIL RH -31. RELOCATE TO NEW LOCATION AS INDICATED ON SHEET M3.1. DEMOLISH ALL EXISTING DUCTWORK ASSOCIATED WITH ABANDONED WATER COOLED SPLIT SYSTEM. FIELD VERIFY. DEMOLISH DUCT BACK TO THIS POINT AND PROVIDE TEMPORARY CAP. RECONNECT AND BALANCE PER M3.1. CAP DUCT ABOVE CEILING AT THIS LOCATION. REFER TO M3.1. tMO 1777 w WEST WING RECEIVED OCT 13 2010 PERMIT CENTER � A45 KEY PLAN Pi/r',1 rF NOT TO SCAL Q1J q �� 0 r" U FIRST FLOOR HVAC DEMOLITION PLAN s N REVISIONS CU n- 2 0 0 z w 2 w a J 0 w 1- z w 2 a. 0 w 1-- U J 2 N w ce 1- V w 1- = V efro-, NAC NO HEI NO DRAWN CHECKED DATE 121 - 10017 10113 JMR RKE. 9 -10 -2010 18x10 L. 9x9 165 8x6 95 Po- 9x9 95 60 110 Ara'Sr to- 60 110 tow- 1 FIRST FLOOR HVAC DEMOLITION PLAN Scale: 1 /4„ V-0" IL i 0 1 2 SHEET NOTES 1. DEMOLISH ALL DUCTWORK IN CT SCAN AND CT SCAN CONTROL ROOM. REFER TO M3.1 FOR POC'S AND CONNECTIONS TO EXISTING SYSTEMS. FLAG NOTES: EXISTING TEMPERATURE SENSOR FOR REHEAT COIL RH -31. RELOCATE TO NEW LOCATION AS INDICATED ON SHEET M3.1. DEMOLISH ALL EXISTING DUCTWORK ASSOCIATED WITH ABANDONED WATER COOLED SPLIT SYSTEM. FIELD VERIFY. DEMOLISH DUCT BACK TO THIS POINT AND PROVIDE TEMPORARY CAP. RECONNECT AND BALANCE PER M3.1. CAP DUCT ABOVE CEILING AT THIS LOCATION. REFER TO M3.1. tMO 1777 w WEST WING RECEIVED OCT 13 2010 PERMIT CENTER � A45 KEY PLAN Pi/r',1 rF NOT TO SCAL Q1J q �� 0 r" U FIRST FLOOR HVAC DEMOLITION PLAN s N REVISIONS CU n- 2 0 0 z w 2 w a J 0 w 1- z w 2 a. 0 w 1-- U J 2 N w ce 1- V w 1- = V efro-, NAC NO HEI NO DRAWN CHECKED DATE 121 - 10017 10113 JMR RKE. 9 -10 -2010 4" W-\ I 02 1 02 BASEMENT PLUMBING PLAN 1 Scale: 1 /4" = 81 0 1 2 SHEET NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE WE PRIOR TO PROCEEDING WITH WORK. FLAG NOTES: CAP WASTE PIPE AT THIS LOCATION. CAP CW PIPE AT THIS LOCATION. Lj 1 WEST WING RECEIVE OCT 1 3 2010 PERMIT CENTER (I) 70;•,0417.4. xipp /7444/ KEY PLAN e NOT TO SCALE _ 4%44 REVISIONS (t? BASEMENT PLUMBING PLAN 0 NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 JMR RKE 9-10-2010 M 20 is ' bz`' 4 !;r1 1 Cy1 r 4^ iryv.1 . r 3 11 1b1/2.P 1f1� r1 3 FIRST FLOOR PLUMBING PLAN Scale: 1 /4„ 1, -0" 0 1 2 SHEEP NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING WITH WORK. 2. ALL WORK ASSOCIATED WITH MEDICAL GAS PIPING IS PART OF BID ALTERNATE 1. FLAG NOTES: REUSE EXISTING WATER, WASTE AND VENT PIPING FOR NEW SINK. ROUTE PIPING IN WALL AS NEEDED FOR NEW SINK LOCATION. PROVIDE NEW STOPS AND TRAP: BID ALTERNATE 1: SECURE AND CAP NITROUS OXIDE PIPING AT ZONE VALVE. BID ALTERNATE 1: PROVIDE NEW MEDICAL GAS OUTLETS. QUANTITY AND TYPE AS INDICATED. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION. BID ALTERNATE 1: VALVE AND CAP PIPE ABOVE CEILING. MEDICAL GAS LEGEND: MEDICAL GAS CONNECTION SCHEDULE MARK OUTLET TYPE CONN. (IN) REMARKS 0 OXGYEN OUTLET 1/2' NOTE 1, 2 A MEDICAL AIR OUTLET 1/2" NOTE 1, 2 V MEDICAL VACUUM OUTLET 3/4" NOTE 1, 2 S MEDICAL VACUUM SLIDE BRACKET - N NITROUS OXIDE OUTLET 1/2 NOTE 1, 2 MIMI 1. PROVIDE BRANCH PIPING WITH USTED SIZE TO OUTLET AND PROVIDE ALL REQUIRED FITTINGS FOR COMPLETE INSTALLATION. 2. WHERE OUTLETS ARE LOCATED BACK TO BACK, IT IS THE CONTRACTORS OPTION TO PROVIDE MULTIPLE PIPE DROPS TO EACH OUTLET OR A SINGLE PIPE DROP WITH BRANCH PIPING IN THE WALL. 02 MEDICAL AIR MEDICAL VACUUM OXYGEN NITROUS OXIDE MEDICAL GAS ZONE VALVE BOX MEDICAL GAS AREA ALARM PANEL MEDICAL GAS MASTER ALARM PANEL MEDICAL GAS OUTLET TYPE A — MEDICAL AIR V — MEDICAL VACUUM 2 0 - OXYGEN N NITROUS OXIDE S — VACUUM SLIDE MEDICAL GAS OUTLET QTY. (IF QTY. NOT INDICATED ASSUME 1 OUTLET) LOCKED CLOSED VALVE LOCKED OPEN VALVE btoX17 WEST WING E OCT 13 200 r PERMIT REC CENT1ER IVED 1)04 19Sh ft0k44(0 (PI KEY PLAN C/444qC NOT TO SCALE '� U FIRST FLOOR PLUMBING PLAN 0 NAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR RKE 9 -10 -2010 2.1 .r .ii._1\._; ©11395-355 (TYP 4) (TYP) -9-40 20x14 SA UP THROUGH ROOF 20x14 RA UP THROUGH ROOF %11111)111111M 140 0 230 1 FIRST FLOOR HVAC PLAN Scale: 1/4" = 1' -0" 0 1 2 SHEET NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING WITH WORK. 2. BID ALTERNATE 2: BALANCE SUPPLY AIRFLOW AT EACH DIFFUSER TO 400 CFM AND EACH RETURN AIR GRILLE TO 800 CFM. FLAG NOTES: ADJUST DIFFUSER FOR INDICATED FLOW PATTERN. NEW LOCATION FOR TEMPERATURE SENSOR FOR RH -31. PRIOR TO CONSTRUCTION, OBTAIN AIRFLOW READING FOR EXISTING GRILLE. AFTER COMPLETION OF CONSTRUCTION, REBALANCE EXISTING GRILLE TO PRE — CONSTRUCTION AIRFLOW QUANTITY. EXISTING CONCRETE BEAM IN CEILING SPACE. CONFIRM LOCATION IN FIELD AND PROVIDE ALL DUCT FITTINGS REQUIRED TO ROUTE DUCT UNDER BEAM AND ABOVE CEILING. boo -z:77 WEST WING RECEIVED OCT 13 2010 PERMITCENTER A Fpq ON KEY PLANgF'09 �4iy� NOT TO SCALE Q✓ /9F� REVISIONS NAC NO 121- 10017 HEINO 10113 DRAWN JMR CHECKED RKE DATE 9 -10 -2010 FIRST FLOOR HVAC PLAN �IIti — ;. �{ 1 1 1c -1 1 I 1 i1 I I , I r `",-T/7 / �7r —. 'GI1 -.11•5 r: 13/161" IE#1.�,, /in 3 - v r T--1 1T- r 5 1 t FIRST FLOOR FIRE SUPPRESSION PLAN Scale: 1 /4" = 1' -0 1 — r t 1, r- - -- l I 1 IF_' IF it I i_ _1 r� I'f - J I ", /, 0 1, 2 SHEET NOTES 1. COORDINATE ALL REQUIRED SHUTDOWNS WITH OWNER. 2. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING WITH WORK. DO NOT INSTALL SPRINKLER HEADS DIRECTLY ABOVE IMAGING EQUIPMENT, ELECTRONICS OR ANY APPURTENANCES ASSOCIATED WITH IMAGING EQUIPMENT OPERATION. LOCATIONS SHALL BE APPROVED BY THE A/E PRIOR TO INSTALLATION. ANY SPRINKLERS INSTALLED PRIOR TO APPROVAL SHALL BE REMOVED AND REINSTALLED AS DIRECTED BY THE A/E AT NO ADDITIONAL COST TO THE OWNER. FLAG NOTES: REMOVE ALL EXISTING SPRINKLERS ALONG WITH ASSOCIATED PIPING AND PROVIDE NEW SPRINKLERS AND PIPING AS REQUIRED TO FOR FIRE SUPPRESSION IN ACCORDANCE WITH NFPA 13 FOR AREA INDICATED. FIELD VERIFY POINT OF CONNECTION IN CEILING SPACE. btol- 7 WEST WINGIII CT EQUIPMENT REPLACEMENT, ROOM 164 . ?-' H A R G I S 73 MC ' , °" Hargis Engineers, Inc. 600 Stewart Street, Suite 1000 ARCHITECTURE IGH LI E SPECIALTY CAMPUS r Seattle, WA 98101 • el 1:;., :..,' J t I 206.448.3376 z 12844 MILITARY ROAD S TUKWILA, WASHINGTION ��� f 1 206.448.4450 11jQ w I hargis.biz — 2201 SIXTH AVENUE 1 SUITE 1405 i SEATTLE WA 98121 -1847 i P: 206.441.4522 i F:206A42.7917 d RECEIVED OCT 13 2D10 PERMITCENTER CrN N R� KEY PLAN J NOT TO SCALE NAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR FIRST FLOOR FIRE SUPPRESSION PLAN (E) RD O (E) RD 0 (ER ) COMBUSTION A (E) VTR 0 MECHANICAL ROOF PLAN Scale: 1/4" = 1,_0» (E) EF (E) EF (E) GENERATOR EXHAUST. STACK (E) EF (E) EF 0 1 2 SHEEP NOTES: 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE WE PRIOR TO PROCEEDING WITH. WORK. FLAG NOTES: PENETRATION THROUGH ROOF. REFER TO ARCHITECTURAL DRAWINGS. FLEXIBLE CONNECTION. DUCTWORK SUPPORT LOCATION. REFER TO ARCHITECTURAL DRAWINGS FOR SUPPORT DETAILS. MOUNT ON ROOF CURB. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. LOCATE UNIT PER ARCHITECTURAL DRAWINGS AND STRUCTURAL REQUIREMENTS. PROVIDE OFFSETS IN DUCT ON ROOF AS REQUIRED TO ALLOW DUCT INSTALLATION FROM HEAT PUMP TO DUCT PENETRATION THROUGH ROOF. X10 -177 WEST WING RECEIVED OCT 13 2010 ri6 PERMITCENTER r n Ficti N gpA9�j�TF KEY PLAN 9FQU,q��q�� NOT TO SCALE ° REVISIONS 30811 U MECHANICAL ROOF PLAN `('Di Z P-: t)Z Q V co O � ~ maul z w w 0 a w z w o. C� w U u W v� J ARCHITECTURE RAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR RKE 9 -10 -2010 M 6.1 2201 SIXTH AVENUE I SUITE 1405 1SEATTLE WA 98121-18471P: 206.441.45221F:206.442.7917 0 rr t- W 1- } rn -v vi � n ct <j W U n M_ M M 0 O �' VI cs> o oil N a Z. wQ W oQ I- Z J CL 7 NOT USED M9•/ SCALE: NO SCALE NOT. USED SCALE: NO SCALE 0NOT USED SCALE: NO S SCALE: NO SCALE NOT USED SCALE: NO SCALE C NOT USED SCAIE: NO SCALE SCALE: NO SCALE' NOT USED SCALE: NO SCALE BRANCH. DUCT SIZE 6" 7" 8" 9" 10" 12" 14" DIMENSION 13" 14" 15" 16" 17" 19" 21" NOTES: A. CEILING DIFFUSER OR RETURN GRILLE B. GALVANIZED STEEL DIFFUSER OR GRILLE BOX. C. SECURE TO DIFFUSER OR GRILLE NECK WITH SHEET METAL SCREWS, MIN. ONE PER SIDE OR EVERY 90 DEGREES; SEAL AIR TIGHT. D. DIFFUSER BOX SUPPORT, SUPPORT TO STRUCTURE, 2 PER BOX. E. EQUALIZING GRID FULL WIDTH OF DIFFUSER NECK. PERFORATED 20 GA GALVANIZED STEEL WITH .156" HOLES ON 3/16" STAGGERED CENTERS (63% FREE AREA). TOP AT HORIZONTAL CENTERLINE OF BRANCH DUCT. BOTTOM (H) EDGE TOP AND BOTTOM. 3/4" 90' BEND EACH END AT 3" BELOW BOTTOM OF BRANCH DUCT. 1/2" HEM AND MINIMUM 3 SPOT WELDS, RIVETS OR SCREWS TO BOX. EQUALIZING GRID NOT REQUIRED FOR RETURN GRILLES. BRANCH DUCT INSULATED FLEX. SEE BRANCH DUCT SIZING SCHEDULE FOR BRANCH DUCT RUNOUT SIZE. G. DUCT COLLAR SECURELY ATTACHED TO BOX. H. DUCT SUPPORT TO STRUCTURE PER SMACNA HVACDCS AND AS SPECIFIED. !. TYPICAL CEILING (TEE —BAR SUSPENDED CEILING SHOWN). J. LIGHT FIXTURE AS APPLICABLE. 1 CEILING DIFFUSER AND GRILLE INSTALLATION DETAIL SCALE: NO SCALE NOTE: 1. CONDENSATE DRAIN PAN SHALL POSITIVELY SLOPE DOWN TO PIPE OUTLET CONNECTION TO RESULT IN FREE AND COMPLETE DRAINAGE. CONDENSATE DRAIN PAN AND PIPE OUTLET CONNECTION REMOVABLE CLEANOUT PLUG OR CAP (TYP) 6" L OPEN VENT INVERT (OUTLET) —� INVERT REVERT • Z H X 2 "MIN SP ABOVE DRAIN PAN, IN. WG H, INCHES X, INCHES Z, INCHES —1 2 1 5 —2 3 1.5 6.5 —3 4 2 8 +1 2 5 +2 1 3 6 SP, INCHES WG- EQUIPMENT INDIRECT DRAIN PIPING, SIZE PER CODE OR TO MATCH PAN CONNECTION SIZE (WHICHEVER IS LARGER) TO DISPOSAL POINT WITH 1" AIR GAP COOLING COIL CONDENSATE DRAIN DETAIL SCALE: NO SCALE SEQUENCE OF OPERATION: A. GENERAL: 1. EQUIPMENT: a. STAND— ALONE PACKAGED SINGLE ZONE AIR CONDITIONING SYSTEM. b. SYSTEM PROVIDES HEATING, COOLING AND VENTILATION CT SCAN EXAM ROOM.. c. SYSTEM IS CONSTANT VOLUME 2. SYSTEM IS CONTROLLED THROUGH PACKAGED FACTORY CONTROLS. B. SYSTEM START /STOP: SYSTEM IS STARTED AND STOPPED BASED UPON A PROGRAMMABLE SCHEDULE; INITIALLY SET FOR 24/7 OPERATION. C. TEMPERATURE CONTROL: THE UNIT CONTROL PANEL SHALL UTILIZE THE UNIT ECONIMIZER, AND DX COIL TO MAINTAIN SPACE TEMPERATURE, INITIALLY 75 FOR COOLING AND 72 FOR HEATING. AN ALARM SHALL BE GENERATED WHENEVER TEMPERATURE RISES 5F ABOVE SETPOINT. HP -1: SEQUENCE OF OPERATION SCALE: NO SCALE RECEIVED OCT 13 27$3 PERMIT CENTEF SEPARATE PEFMTAND APPROVAL 2 uMEp U CHANIC L DETAILS REVISIONS c~ha Si 1: 00— N N 4 ao r 0 0 z W w Q 0 W c F- 2' W CL W E- 0 TECTURE NAC NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 JMR RKE 9 -10 -2010 9 ■ 1 LU I+� GENERAL /// EXISTING ELECTRICAL TO BE REMOVED EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK - - 1 - MATCHLINE OR PROPERTY LINE -- - - ENLARGED PLAN BOUNDARY DETAIL /PLAN IDENTIFIER SECTION IDENTIFIER ELEVATION IDENTIFIER REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE Q REVISION CALLOUT FLAG NOTE TAG DEMOLITION NOTE TAG EQUIPMENT TAG MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT TAG AHU -01 NORTH ARROW C> LOCATION WHERE PICTURE WAS TAKEN AND DIRECTION ucifinNo A DEVICE SUBSCRIPTS 12ab (LIGHT FIXTURE TYPE) �- (CIRCUIT NUMBER /SWITCHLEG) FLUORESCENT LIGHTING FIXTURE (SIZES VARY, REFER TO FIXTURE TYPE) EMERGENCY FLUORESCENT LIGHTING FIXTURE (SIZES VARY, REFER TO FIXTURE TYPE) O FLUORESCENT STRIP LIGHTING FIXTURE (SIZES VARY, REFER TO FIXTURE TYPE) EMERGENCY FLUORESCENT STRIP LIGHTING 1-40.-1 FIXTURE (SIZES VARY, REFER TO FIXTURE TYPE) ==a1 UNDERCABINET FLUORESCENT LIGHTING FIXTURE 00 1 ■ a PO POLE MOUNTED LIGHTING FIXTURE, QUANTITY OF HEADS AS INDICATED. HID, FLUORESCENT OR INCANDESCENT LIGHTING FIXTURE EMERGENCY HID, FLUORESCENT OR INCANDESCENT LIGHTING FIXTURE WALL MOUNTED HID, FLUORESCENT OR INCANDESCENT LIGHTING FIXTURE 0*0 asERA SELF - CONTAINED BATTERY POWERED EMERGENCY LIGHTING FIXTURE DOUBLE HEAD, POLE MOUNTED, LIGHTING FIXTURE LIGHTING TRACK WITH FIXTURES EXIT SIGN, UNIVERSAL MOUNTING (SHADED AREA INDICATES DIRECTION ARROWS) EXIT SIGN, WALL MOUNTED (SHADED AREA INDICATES DIRECTION ARROWS) ,AK OCCUPANCY SENSOR, CEILING MOUNTED `�TX WHERE INDICATED, SUBSCRIPT INDICATES TYPE OCCUPANCY SENSOR, ' WALL MOUNTED S MTCR•ES SWITCH, SPST UON OR AS DEFINED BY SUBSCRIPT a - SWITCH LEG 3 = THREE WAY 4 - FOUR WAY K = KEYED D = DIMMER OS = OCCUPANCY SENSOR LVM = LOW VOLTAGE PROGRAMMABLE T = TIMER MC = MOMENTARY CONTACT P = PILOT LIGHT LV = LOW VOLTAGE (a,b,c) OR (a -c) CAN BE USED TO DESIGNATE MULTIPLE SWITCHES. ANY COMBINATION OF SWITCH TYPES CAN BE USED. (i.e. 3K = 3 WAY KEYED SWITCH) POWER "/ SWITCHBOARD /SWITCHGEAR PANELBOARD, FLUSH MOUNTED PANELBOARD, SURFACE MOUNTED I' -"g- (FRONT) IJ TRANSFORMER 0 Di MOTOR CONNECTION. DISCONNECT SWITCH, NON FUSED Q, DISCONNECT SWITCH, FUSED $M ENCLOSED CIRCUIT BREAKER VARIABLE FREQUENCY DRIVE MANUAL MOTOR STARTER WITH THERMAL OVERLOADS ell COMBINATION STARTER /DISCONNECT 121 MAGNETIC STARTER EQUIPMENT CONNECTION. CONFIRM CONNECTION WITH EQUIPMENT MANUFACTURER �F /S FIRE /SMOKE DAMPER PUSHBUTTON CONTROLLER (SINGLE OR MULTIPLE BUTTONS) N EMERGENCY POWER OFF PUSHBUTTON RECEPTACLES GPM fa \DEVICE SUBSCRIPTS +4212 (GFCI,WP,IG OR OTHER SUBSCRIPT) ,`! 2 — (CIRCUrr NUMBER) (NON - STANDARD MOUNTING HEIGHT) -0 otc SPECIAL RECEPTACLE DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DUPLEX RECEPTACLE, ABOVE COUNTER (MOUNTED 4" TO CENTERLINE ABOVE BACKSPLASH) FOURPLEX RECEPTACLE, ABOVE COUNTER (MOUNTED 4" TO CENTERLINE ABOVE BACKSPLASH) ONE LINE DIAGRAM - - -- EQUIPMENT ENCLOSURE BUS WIRE -o TERMINAL / LUG - CONNECTION L DELTA '6 WYE E CURRENT TRANSFORMER TRANSFER SWITCH CIRCUIT BREAKER, FIXED - . DISCONNECT SWITCH `- 1- FUSED SWITCH ED FUSE 0. {1PR I CIROCTECUIT TION BREAKER WITH GROUND FAULT CI-C: CIRCUIT BREAKER WITH SHUNT TRIP OPERATOR 6 FUSED SWITCH WITH GROUND FAULT PROTECTION /CV MOTOR CONNECTION GENERATOR O METER EPM Cc SPLIT WIRED DUPLEX RECEPTACLE DROP CORD RECEPTACLE RACEWAYS AND BOXES 0 OF PB xx xx JUNCTION BOX 12,241 FURNITURE WALL FEED OUTLET BOX PULL BOX (WHERE INDICATED, SUBCRIPT INDICATES PULL BOX NUMBER) MANHOLE (WHERE INDICATED, SUBCRIPT INDICATES MANHOLE NUMBER) HANDHOLE FLOORBOX (SUBSCRIPT INDICATES TYPE, WHERE NO A SUBSCRIPT, SEE SPECIFICATIONS) POKETHRU (SUBSCRIPT INDICATES TYPE, WHERE NO �A SUBSCRIPT, SEE SPECIFICATIONS) m POWER POLE, FLOOR TO CEILING 1=IMS •111•11i SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING (EXPOSE) IN UNFINISHED AREAS) RACEWAY RUN BELOW FLOOR OR BELOW GRADE -^^^M FLEXIBLE RACEWAY RACEWAY INSTALLED VERTICALLY OR TURNING UP RACEWAY TURNING DOWN RACEWAY CONTINUATION ] RACEWAY STUB WITH BUSHING [ -] RACEWAY SLEEVE WITH BUSHINGS EZ -PATH FIRE STOPPING SLEEVE CABLE TRAY, 12"W x 4 "H OVERHEAD, UNLESS OTHERWISE NOTED TTTT CABLE TRAY, OVERHEAD LADDER TYPE ,.� HOMERUN TO PANEL HA -3 (INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER) #10-.----(GAUGE OF WIRE 'OTHER THAN AWG #12) NUMBER OF CONDUCTORS (GROUND CONDUCTOR) (PHASE CONDUCTORS) (NEUTRAL CONDUCTOR) SHUNT TRIP ELECTRONIC POWER METER SURGE PROTECTIVE DEVICE GROUND AVAILABLE FAULT CURRENT (SYMMETRICAL) TAG FEEDER TAG 48D� I , i TRANSFORMER 208Y Ls -_i2ov 1 PANELBOARD MAIN LUGS ONLY I PANELBOARD - MAIN CIRCUIT BREAKER I ` TELECOMUNCATIONS ;SYSTEM SYSTEM FLUSH MOUNT /FURNITURE ' DEVICE (X = REPRESENTS THE # OF TELECOMMUNICATION JACKS.) W = TELECOMMUNICATIONS WALL PHONE MTD AT +54" AFF.) P = PAYPHONE, WALL MOUNTED AT +54" AFF.) (B - BLANK COVER PLATE.) { = MODULAR FURNITURE DEVICE.) = POINT OF SALE.) (S = SURFACE MOUNT.) (WAP = WALL MOUNTED WIRELESS DATA DEVICE.) NURSE CALL SYSTEM NCMS NCTC NURSE CALL MASTER STATION NURSE CALL TERMINAL CABINET DOME LIGHT PO (WHERE INDICATED, R- RED(NURSE'S AID), W =WHITE(BED 1), RV/GB G=GREEN(BED 2), B=BLUE(CODE BLUE)) I1 DS 1;0 EA CODE BLUE STATION DUTY STATION - PUSH FOR HELP EMERGENCY STATION NURSE CALL STATION PULL CORD STATION STAFF STATION NOT ALL SYMBOLS MAY APPEAR ON TkE DRAWI4C—ilS ABBREVIATIONS A AC AF AF AFF AG AHJ AIC AS AT ATS AWG AMPERE AIR CONDITIONING; ALTERNATING CURRENT AMP FRAME AMP FUSE; AMP FRAME ABOVE FINISHED FLOOR ABOVE GRADE AUTHORITIES HAVING JURISDICTION AMPERE INTERRUPTING CURRENT AMP SWITCH AMP TRIP AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BAS BUILDING AUTOMATION SYSTEM C CATV CB CONDUIT; DEGREES CELSIUS COMMUNITY ANTENNA TELEVISION CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CT CURRENT TRANSFORMER DDC DIRECT DIGITAL CONTROL (E) EXISTING EF EXHAUST FAN ELEV ELEVATION EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EPM ELECTRONIC POWER METER EPO EMERGENCY POWER OFF F FA FMP FACP FSD G GFI GND HP IDF IG J kVA kW KCMIL KVAR FUSE; DEGREES FAHRENHEIT FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FIRE SMOKE DAMPER GROUND GROUND FAULT INTERRUPTER GROUND HORSEPOWER INTERMEDIATE DISTRIBUTION FRAME ISOLATED GROUND JUNCTION KILOVOLT AMPERE KILOWATT THOUSAND CIRCULAR MILS KILOVOLT AMPERE REACTIVE LCP LIGHTING CONTROL PANEL M MCB MDF MH METER MAIN CIRCUIT BREAKER MAIN DISTRIBUTION FRAME MANHOLE MLO MAIN LUGS ONLY MTS MANUAL TRANSFER SWITCH N NIC NL NEUTRAL NOT IN CONTRACT NIGHT LIGHT OS OCCUPANCY SENSOR PF PH PVC RCP REC REV RM SMR ST SWBD TP TV TVSS TYP UG UON UPS V VA VFD POLE POWER FACTOR PHASE POLYVINYL CHLORIDE REFLECTED CEILING PLAN RECEPTACLE REVISION ROOM SURFACE METAL RACEWAY SHUNT TRIP SWITCHBOARD TAMPER PROOF TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERES VARIABLE FREQUENCY DRIVE W WATT; WIRE W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER Y WYE SAL NOTES 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE NATIONAL AND STATE CODES AS AMENDED LOCALLY AND ENFORCED BY THE AHJ. 2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR INSTALLATION OF WORK. ARRANGE AND SCHEDULE REQUIRED INSPECTIONS. 3. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PROVIDE COMPONENTS AS REQUIRED FOR A COMPLETE OPERATIONAL SYSTEM WHETHER OR NOT SPECIFICALLY SHOWN ON THE DRAWINGS. 4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE DEVICE LOCATIONS AND ELEVATIONS WITH APPROPRIATE DOCUMENTS INCLUDING CASEWORK SHOP DRAWINGS AND ARCHITECT'S INTERIOR ELEVATIONS PRIOR TO ROUGH -IN. 5. COORDINATE ELECTRICAL WORK WITH THAT OF OTHER TRADES. REFER TO MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 6. COORDINATE LOCATION OF LIGHT FIXTURES AND CEILING MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS. 7. PROVIDE RATED ENCLOSURES AROUND ALL LIGHT FIXTURES PENETRATING RATED CEILINGS. COORDINATE WITH ARCHITECTURAL. S. DEMOLISH EXISTING SYSTEMS AS INDICATED ON PLANS OR AS REQUIRED FOR INSTALLATION OF NEW WORK. MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN EXISTING CONDITION WHEN DIRECTED BY OWNER. 9. COMPLETION OF WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SCHEDULE. SCHEDULE INSTALLATION WITH OTHER TRADES TO ENSURE PROJECT MILESTONES ARE MET. NON- STRUCTURAL ELECTRICAL COMPONENT NOTES 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2009 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7 -05. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO REFER TO SPECIFICATIONS. 2. 2009 IBC. 1613.1. SCOPE: ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON- STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7 -05, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 3. 2009 ' IBC. 1709.1. CONTRACTOR RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC- FORCE - RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC - RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 4. ELECTRICAL CONTRACTOR RESPONSIBILITIES: A. HANGERS AND SEISMIC BRACING FOR ELECTRICAL SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL REFER TO THE ELECTRICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND ELECTRICAL SYSTEMS AS STRUCTURAL DRAWINGS DO NOT SHOW THE LOCATIONS OF ELECTRICAL EQUIPMENT, RACEWAYS, AND OTHER COMPONENTS. B. ELECTRICAL CONTRACTOR SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG RACEWAYS AND OTHER ELECTRICAL SYSTEMS (INCLUDING COMBINED MULTIPLE RACEWAY RUNS) WITH THE GENERAL CONTRACTOR AND THE STEEL AND WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER TRADES THAT MAY BE IMPACTED. DRAWNG /SEX E0.1 E0.2 ED1.1 E2.1 E3.1 ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL DEMOLITION PLAN PARTIAL FIRST FLOOR LIGHTING PLAN PARTIAL FIRST FLOOR POWER & SYSTEMS PLAN E3.2 ' PARTIAL ROOF POWER PLAN E9.1 ELECTRICAL ONE -LINE DIAGRAM SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED OCT 13 2010 PERMIT CENTER REVISIONS N N 8 d ELECTRICAL LEGEND a NAC NO 121 -10017 HEINO 10113 DRAWN TW CHECKED DF DATE 9 -10 -2010 E 0.1 SECTION 2605001GENERAL ELECTRICAL THE DRAWINGS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND DIVISION 1 APPLY TO WORK UNDER THIS SECTION. PART 1- GENERAL: 1.1 DESCRIPTION: APPARATUS, TOOLS GENERAL: FURNISH ALL LABOR MATERIALS, , , A. GENE TRANSPORTATION, TEMPORARY CONSTRUCTION AND EQUIPMENT, ,. SPECIAL OR OCCASIONAL SERVICES AS REQUIRED TO MAKE A E COMPLETE WORKING ELECTRICAL INSTALLATION, AS SHOWN ON THE DRAWINGS OR DESCRIBED IN THESE SPECIFICATIONS. B. WORK INCLUDED: 1. LIGHTING FIXTURES AND LAMPS. 2. GROUNDING. 3. PANELBOARDS AND OVERCURRENT DEVICES. 4. BRANCH CIRCUIT WIRING AND RACEWAYS. 5. RECEPTACLES. 6. TELEPHONE AND DATA OUTLETS AND RACEWAYS. 7. CONNECTIONS TO OWNER EQUIPMENT. 8. LIGHTING CONTROLS. 9. CONNECTIONS OF, AND POWER WIRING TO, HVAC EQUIPMENT. 10. CONDUIT FOR LOW VOLTAGE CABLING. 11. DEMOLITION. 12. ALL WORK AND MODIFICATIONS TO COMPLY WITH CODE AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.2 CODES AND STANDARDS: 1.3 A. SPECIFIC 1. COMPLY WITH ALL APPLICABLE CODES JURISDICTIONAL / LANDLORD REQUIREME 2. EQUIPMENT AND MATERIALS SPECIFIED SHALL CONFORM TO THE FOLLOWING APPLICABLE. a. UL UNDERWRITERS' LABORATORIES. b. ASTM AMERICAN SOCIETY FOR TESTING MATERIALS. c. CBM CERTIFIED BALLAST MANUFACTURERS. d. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE. e. NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION AND NTS. UNDER THIS DIVISION STANDARDS WHERE DRAWINGS: A. LAYOUT: GENERAL LAYOUT SHOWN ON THE DRAWINGS IS N DIAGRAMMATIC. COORDINATE WITH ARCHITECTURAL AND OTHER TRADES / OWNER VENDORS FOR EXACT LOCATION OF DEVICES /EQUIPMENT. B. ACCURACY: 1. DRAWINGS FOR THE WORK UNDER THIS SECTION ARE DIAGRAMMATIC AND COMPLETE DETAILS OF THE BUILDING WHICH AFFECT THE ELECTRICAL INSTALLATIONARE NOT SHOWN. COORDINATE WITH DRAWINGS OF ALL OTHER TRADES. 2. CONTRACTOR SHALL VERIFY LINES, LEVELS AND DIMENSIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE SETTING OUT OF WORK AND FOR ITS STRICT CONFORMANCE WITH EXISTING CONDITIONS AT THE SITE. 1.4 SUBSTITUTIONS: SUBSTITUTIONS OF SPECIFIED DEVICES AND EQUIPMENT SHALL NOT BE ALLOWED. 1.5 SUBMITTALS: A. GENERAL: . REFE R TO THE GENERAL CONDITIONS, SUPPLEMENTARY MENTARY GENERAL CONDITIONS AND DIVISION 1 FOR REQUIREMENTS. B. FORMA T: FURNISH SUBMITTAL DATA NEATLY BOUND IN AN 8-1/2" X 11" FOLDER OR BINDER WITH A TABLE OF CONTENTS LISTING IN ORDER OF SPECIFICATION SECTION AND PARAGRAPH NUMBER. C. SUBMITTALS SHALL CONSIST OF DETAILED SHOP DRAWINGS, SPECIFICATIONS, CATALOG "CUTS" AND DATA S HEETS CONTAINING PHYSICAL AND DIMENSIONED INFORMATION, PERFORMANCE DATA, ELECTRICAL CHARACTERISTICS, MATERIALS USED IN FABRICATION, MATERIAL FINISH AND THOSE OPTIONAL ACCESSORIES WHICH ARE INCLUDED AND THOSE WHICH ARE EXCLUDED. D. EACH SUBMITTAL SHALL BE THOROUGHLY REVIEWED BY THE CONTRACTOR. THE COVER LETTER ACCOMPANYING SUBMITTAL LETTER SHALL LIST IN FULL THE ITEMS AND DATA SUBMITTED AND SHALL CONTAIN A STATEMENT ACKNOWLEDGING THAT THE CONTRACTOR HAS PERFORMED A DETAILED REVIEW OF THE SUBMITTAL DO CUMENTS PRIOR TO SUBMISSION. FAILURE TO EQ COMPLY WITH THIS REQUIREMENT SHALL CONSTITUTE GROUNDS FOR RETURN OF DATA FOR RESUBMISSION WITHOUT REVIEW. E. CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS, THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CO NTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH I EQUIPMENT AND MATERIAL HE INTENDS TO FURNISH AND INSTALL A N D BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING: EQUIPMENT AND MATERIALS SHALL BE PROPERLY STORED AND ADEQUATELY PROTE CTED AND CAREFULLY HANDLED TO PREVENT DAMAGE BEFORE AND DURING INSTALLATION. EQUIPMENT AND MATERIALS SHALL BE HANDLED, STORED, AND PROTECTED IN ACCORDANCE WITH THE MANUFACTURERS'S RECOMMENDATIONS AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. ELECTRICAL CONDUIT SHALL BE STORED TO PROVIDE PROTECTION FROM THE WEATHER AND ACCIDENTAL D AMAGE. PLASTIC CONDUIT SHALL BE STORED ON EVEN.. SUPPORTS AND IN LOCATIONS NOT SUBJECT TO DIRE CT SUN RAYS OR EXCESSIVE HEAT. CABLES SHALL BE SEALED, STORED AND HANDLED CAREFULLY TO AVOID DAMAGE TO T HE OUTER COVERING OR INSULATION AND DAMAGE FROM MOISTURE AND WEATHER. DAMAGED OR DEFECTIVE ITEMS, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, ATIV SHALL BE REPLACED WITH NEW ITEMS AT THE EXPENSE OF THE CONTRACTOR. 1.7 PERMITS AND FEES: PROVIDE, PROCURE AND PAY FOR ALL PERMITS, LICENSES AND FEES REQUIRED TO CARRY ON AND COMPLETE THE WORK. PART 2- PRODUCTS: (NOT APPLICABLE) PART 3- EXECUTION: 3.1 TESTS: A. TESTS SHALL BE CONDUCTED DURING THE CONSTRUCTION PERIOD AND AT COMPLETION TO DETERMINE CONFORMITY WITH APPLICABLE CODES AND WITH THESE SPECIFICATIONS. TESTS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. INSULATION RESISTANCE: PERFORM 500 -VOLT D.C. TESTS FOR ONE MINUTE ON ALL FEEDER CONDUCTORS, INCLUDING K THE NEUTRAL AND GROUND, AND MAKE A TYPED RECORD OF ALL READINGS TO BE INCLUDED IN THE MAINTENANCE INSTRUCTIONS. REPAIR OR REPLACE CIRCUITS SHOWING LESS THAN 40 MEGOHMS RESISTANCE TO GROUND. MAKE TESTS USING BIDDLE INSULATION RESISTANCE MEGGER, OR EQUAL. 2. GROUND RESISTANCE: TEST T GROUND RESISTANCE PER IEEE STANDARD NO. 81. CONTINUITY: TEST 3. CIRCUITS CO S T ALL FEEDER AND BRANCH FOR PER CONTINUITY. TEST ALL NEUTRALS FOR IMPROPER GROUNDS. 4. EQUIPMENT OPERATIONS: TEST LIGHTING CIRCUITS FOR CORRECT OPERATION THROUGH THEIR CONTROL DEVICES. TEST ELECTRIC BASEBOARD HEATERS FOR CORRECT OPERATIONS THROUGH THEIR CONTROL RELAYS /THERMOSTATS. 5. LIGHTING CONTROL CIRCUITS: PERFORM OPERATION TESTS FOR ALL LIGHTING CIRCUITS. 6. PRODUCT FAILURE: ANY PRODUCTS WHICH FAIL DURING THE TESTS OR ARE RULED UNSATISFACTORY BY THE OWNER'S REPRESENTATIVE SHALL BE REPLACED, REPAIRED, OR CORRECTED AS PRESCRIBED BY THE OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. TESTS SHALL BE PERFORMED AFTER REPAIRS, REPLACEMENTS OR CORRECTIONS UNTIL SATISFACTORY PERFORMANCE IS DEMONSTRATED. 7. PHYSICAL INSPECTION OF ELECTRICAL EQUIPMENT AND CABLES: INSPECTION SHALL BE MADE OF ALL EQUIPMENT TO INSURE PROPER ASSEMBLY AND CONSTRUCTION. 3.2 INSTRUCTIONS AND MANUALS: A. REFER TO DIVISION 1. B. AT THE TIME OF COMPLETION, AN ADEQUATE PERIOD SHALL BE ALLOTTED BY THE CONTRACTOR FOR INSTRUCTION OF BUILDING OPERATING AND MAINTENANCE PERSONNEL IN THE USE OF ALL INSTRUCTED AT ONE TIME PERSONNEL SHALL BE NST TIME, SYSTEMS. ALL E. THE CONTRACTOR MAKING ALL NECESSARY ARRANGEMENTS WITH EQUIPMENT REPRESENTATIVES. THE R RSS MANU FACTU E MANUFACTURER SHALL PROVIDE PRODUCT LITERATURE AND APPLICATION GUIDES FOR THE USERS' REFERENCE. C. COSTS, FOR THE ABOVE SERVICE SHALL BE PAID BY THE CONTRACTOR. 3.3 PROJECT RECORD DOCUMENTS (AS- BUILT): A. PROVIDE PROJECT RECORD DRAWINGS AND SPECIFICATIONS AS REQUIRED BY OTHER P CF ICATION SANDAS SECTIONS OFSE E REQUIRED HEREIN. SUCH DRAWINGS SHALL FULLY REPRESENT INSTALLED CONDITIONS INCLUDING ACTUAL L OCATION OF OUTLETS, CORRECT CONDUIT AND WIRE SIZING AS WELL AS ROUTING, REVISED FIXTURE SCHEDULING LISTING THE MANUFACTURER AND PRODUCTS ACTUALLY INSTALLED. B. ALL CHANGES TO DRAWINGS SHALL BE MADE BY QUALIFIED DRAFTSPERSONS TO MATCH EXISTING LINE WORK AND LETTERING AS CLOSELY AS POSSIBLE. 3. 4 WORKMANSHIP: A. PREPARATION, HANDLING AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS PARTICULAR AND TECHNICAL DATA PAR LA R TO THE PRODUCT SPECIFIED WIS SPECIFIED. X OTHERWISE AND/OR APPROVED EXCEPT AS OTHER COORDINATE WORK AND COOPERATE WITH OTHER IN FURNISHING AND PLACING THIS WORK. WORK TO APPROVED SHOPDRAWINGS FOR WORK BY OTHERS AND TO FIELD MEASUREMENTS NTS AS NECESSARY TO PROPERLY FIT THE WORK. B. CONFORM TO THE NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION STANDARD OF INSTALLATION FOR GENERAL INSTALLATION PRACTICE. 3.5 SCHEDULE OF WORK: ARRANGE WORK TO CONFORM TO THE SCHEDULE WHICH HAS BEEN ESTABLISHED FOR THE PROGRESS OF THE WORK. ADVISE REGARDING SHIPPING SCHEDULE OF MAJOR EQUIPMENT. 3.6 SUPERVISION: CONTRACTOR SHALL PERSONALLY OR THROUGH AN AUTHORIZED AND COMPETENT REPRESENTATIVE CONSTANTLY SUPER VI SE TH P WORK FROM BEGINNING TO COMPLETION AND, THE KEEP THE SAME WORK MEN AND FOREMAN ON THE WITHIN REASON, EE PROJECT THROUGHOUT THE PROJECT DURATION. 3.7 PROTECTION: KEEP CONDUITS, JUNCTION BOXES, OUTLET BOXES, AND OTHER OPENINGS CLOSED TO PREVENT ENTRY OF FOREIGN MATTER, COVER FIXTURES, EQUIPMENT AND APPARATUS AND T PAINT, WATER CHEMICAL OR MECHANICAL PROTECT AGAINST DIRT, , RO , , DURING CONSTRUCTION PERIOD. RESTORE DAMAGE, BEFORE AND DU - T TUS OR EQUIPMENT - ANY FIXTURE, APPARATUS, Q TO ORIGINAL CONDITION , DAMAGED PRIOR TO FINAL ACCEPTANCE. PROTECT BRIGHT FINISHED SURFACES AND SIMILAR ITEMS UNTIL IN SERVICE. NO RUST OR DAMAGE WILL BE PERMITTED. 3.8 SPECIAL TOOLS: ALL SPECIAL TOOLS FOR PROPER OPERATION AND MAINTENANCE OF TH E -- EQUIPMENT PROVIDED UNDER THIS SECTION Q SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. 3.9 CUTTING AND PATCHING: A. INSTALL ALL REQUIRED SLEEVES, FORMS AND INSETS BEFORE PATCHING OF CUTTING U A ND N ARE BUILT . C WALLS OR PARTITION RY FOR .SSA R E AND _. PARTITIONS, CEILINGS D FL00 NEC WALLS AR RECEPTION OF WORK CAUSED B Y FAILURE TO PROVIDE OR PROPERL Y LOCATED SLEEVES, FORMS AND D INSETS , INCORRECT P RATE WITH OTHER ' E LOCATION OF WOR K OR FAILURE TO COOPERATE TRADES, SHALL BE DONE AT EXPENSE NSE 0 F TRADE RESPONSIBLE. B. NO CUTTING OF FINISHED OR STRUCTURAL WORK MA Y BE D ONE WITHOUT ACCEPTANCE. WHEN NECESSARY TO HAVE FINISHED MATERIAL OR STUCTURAL WORK CUT, FURNISH NECESSARY DRAWINGS TO TRADE WHOSE MATERIALS ARE OUT TO BE CUT. END OF SECTION SECTION 2401310: BASIC- MATERIALS MD METHODS THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND DIVISION 1 APPLY TO WORK UNDER THIS SECTION. PART 1- GENERAL: 1.1 DESCRIPTION: A. WORK SPECIFIED IN THIS SECTION ENCOMPASSES PRODUCTS, ASSEMBLIES AND BASIC INSTALLATION , METHODS REQUIRED FOR ELECTRICAL PROJECT SYSTEMS SPECIFIED UNDER THIS DIVISION AND INCLUDES, BUT IS NOT LIMITED TO: 1. CONDUIT, RACEWAYS, AND FITTINGS. 2. WIRE AND CABLES. 3. WIRE CONNECTIONS AND DEVICES. 4. OUTLET BOXES. 5. PULL AND JUNCTION BOXES. 6. SWITCHES AND RECEPTACLES. 7. DEVICE PLATES. 8. OVERCURRENT PROTECTIVE DEVICES. 9. TELEPHONE TERMINAL BACKBOARD. 10. LIGHT FIXTURES AND LAMPS. 11. CONDUIT FOR LOW VOLTAGE CABLING SYSTEMS. 12. EMPTY RACEWAY PROVISIONS FOR TELECOMMUNICATIONS SYSTEM. 13. PANELBOARDS AND ASSOCIATED EQUIPMENT. 1.2 SUBMITTALS: CONFORMANCE WITH THE 'RE A. SUBMIT IN CO E REQUIREMENTS OF SECTION Q 240500 THE FOLLOWING ITEMS: 1. SWITCHES, RECEPTACLES AND DEVICE PLATES. 2. CONDUCTORS AND CABLES. PROTECTIVE DEVICES. 3. OVERCURRENT 4. RACEWAYS. 5. PANELBOARDS. PART 2- PRODUCTS: 2.1 CONDUIT AND FITTINGS: A. ELECTRICAL METALLIC TUBING (EMT): 1. CONDUIT: SHALL BE FORMED OF COLD ROLLED STRIP STEEL, ELECTRICAL RESISTANCE WELDED CONTINUOUSLY ALONG THE LONGITUDINAL SEAM AND HOT -DIP GALVANIZED AFTER. FABRICATION. C CONDUIT SHALL CONFORM TO ANSI C80.3 SPECIFICATIONS AND SHALL MEET U.L. REQUIREMENTS.. A MALLEABLE IRON, GLAND TED CAST M LLEA ELECTROPLATED, 2 . COUPLINGS: ELEC COMPRESSION TYPE U.L. LISTED RAIN AND CONCRETE TIGHT THROUGH 1-1/4 INCH TRADE SIZE, O.Z. GEDNEY 6050W SERIES, EFCOR 760 SERIES _. R EQUAL. SET SCREW ES 0 Q TYPE COUPLINGS MAY BE USED IN DRY LOCATIONS, O.Z. /GEDNEY 5050 SERIES OR EQUAL. 3. CONNECTORS: GLAND COMPRESSION TYPE WITH CAST MALLEABLE IRON BODY WITH MALE HUB AND INSULATED PLASTIC THROAT 150 DEGREES C. TEMPERATURE RATED. O.Z. / / GEDNEY 4050 SERIES OR EQUAL. C. FLEXIBLE METALLIC CONDUIT: 1. CONDUIT: SHALL BE FABRICATED RICATED IN CONTINUOUS LENGTHS B FROM G A L VANIZED STEEL ST RIP , SPIRALLY IRALLY WOUND AND FORMED TO PROVIDE AN INTERLOCKING DESIGN. 6' MAX. LENGTH FLEXIBLE CONDUIT IS NOT PERMITTED IN WALLS. 2. FITTINGS: CONNECTORS SHALL BE MADE OF THE SCREW CLAMP WITH CAST MALLEABLE IRON BODIES AND THREADED MALE HUBS WITH INSULATED THROATS. 3. FLEXIBLE CONDUIT SHALL ONLY BE ALLOWED IN THE LENGTHS AND FOR APPLICATIONS AS ALLOWED BY THE JURISDICTION AND LANDLORD. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING THAT IS NOT INSTALLATION EC IN COMPLIANCE WITH THE JURISDICTIONAL AND LANDLORD REQUIREMENTS XI I UID TIGHT FLEXIBLE METALLIC CONDUIT: D LIQUID 1. CONDUIT: ANACONDA TYPE U.A., COLEMAN TYPE UXT1 OR EQUAL. H 2. FITTINGS: CONNECTOR BODY AND GLAND NUT SHALL BE OF CADMIUM PLATED CAST MALLEABLE IRON, WITH INSULATED THROAT, MAX. 24" T & "B 5331 SERIES, O.Z. GEDNEY 4Q-38-1T SERIES, OR EQUAL. E. MINIMUM ACCEPTABLE CONDUIT SIZE SHALL BE 1/2 INCH. F. MC CABLING - NOT ALLOWED. 2.2 WIRE AND CABLE: A. GENERAL: 3. CONDUCTOR MATERIAL: ALL WIRE AND CABLE SHALL BE R INSULATED COPPER CONDUCTORS FO R ALL WIRE SIZES. H NOT BE USED. AND CABLE SHALL NO ALUMINUM L A W IRE H THWN -THHN. I N• INSULATION SHALL BE 4. INSULATION: LATION S 5. MINIMUM CONDUCTOR SIZE: a. POWER AND LIGHTING BRANCH CIRCUITS: #12 AWG CIRCUITS UNDER b. SIGNAL AND CONTROL C ITS 10 0 VOLTS: #14 AWG M ANY 120V. / 20A. CIRCUITS OVER 75 L .F. MUST BE: 10 AWG . COLOR CODE. COLOR CODE ALL CONDUCTORS IN ACCORD WITH NEC AS FOLLOWS 120/208V 277/480V PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GRAY 2.3 OUTLET BOXES AND COVERS: A. STANDARD OUTLET BOXES: GALVANIZED, ONE- PIECE, DRAWN STEEL, KNOCK -OUT TYPE OF SIZE AND CONFIGURATION BEST T SUITED TO THE APPLICATION INDICATED ON THE PLANS. MINIMUM BOX SIZE, IN CH SQ UAR E BY 1-1/2 INCH DEEP. P, -IN LONG GALVANIZED STEEL SWITCH BOXES: TWO INCH BY 3-INCH LO G B. S FOR TH INSTALLATION SWITCH BOXES SHALL BE USED ONLY FO E OF SINGLE SWITCHES, INSTALL MULTIPLE SWITCHES IN STANDARD GANG BOXES WITH RAISED DEVICE COVERS SUITABLE FOR THE APPLICATION INDICATED. 2.4 2.5 2.6 2.9 SWITCHES AND RECEPTACLES: A. GENERAL: COLOR OF DEVICES SHALL MATCH EXISTING CONDITIONS. 1. EMERGENCY DEVICES: RED. 2. NORMAL POWER DEVICES: IVORY. B. RECEPTACLES: 1. ALL RECEPTACLES SHALL BE HOSPITAL GRADE. 2. DUPLEX RECEPTACLE: ( 20A -125V NEMA 5 -20R STRAIGHT BLADE GROUNDING TYPE: HUBBELL MODEL 8300 - .R OR I EQUAL. 3. GROUND FAULT CIRCUIT INTE RRUPTER RECEPTACLE: HUBBELL MODEL GFR8300H(I /R)L OR EQUAL. C. SWITCHES: WALL SWITCHES FOR LIGHTING CIRCUITS: NEMA WD 1; AC GENERAL USE SNAP SWITCH WITH TOGGLE HANDLE, RATED 20 : AMPERES AND 120/277 VOLTS AC. SWITCH SHALL HAVE BACK AND SIDE WIRED SCREW TYPE TERMINALS. UNITS TO BE SPECIFICATION GRADE. 1. SINGLE -POLE TOGGLE SWITCH: HUBBELL MODEL CSB120 (I /R) OR EQUAL. 2. THREE -WAY TOGGLE SWITCH: HUBBELL MODEL CSB320 (I /R) OR EQUAL. 3. FLUORESCENT WALL BOX DIMMER SWITCH: LUTRON NOVA T SERIES. CONFIGURATION SHALL MATCH EXACT BALLAST INSTALLED. DEVICE PLATES: A. FLUSH DEVICE PLATES: PLATES SHALL SMOOTH PLASTIC. PLATE FINISH SHALL MATCH WIRING DEVICE COLOR. B. OUTDOOR, WEATHERPROOF: DIE CAST ALUMINUM CONSTRUCTION, CORROSION RESISTANT, HEAVY DUTY, HINGED COVER FLAP, AND GASKET, WHILE -IN -USE CONSTRUCTION. RED -DOT CODE KEEPER SERIES OR EQUAL. C. CIRCUIT LABELING: DEVICE COVERPLATES SHALL BE LABELED SHOWING PANEL NAME AND CIRCUIT NUMBER THEY ARE SERVED FROM. LABEL SHALL BE CLEAR, NON- ERASABLE A" TAPE WITH TYPED 1/8" LETTERS FASTENED TO THE BOTTOM OF THE COVERPLATE. DISCONNECT SWITCHES: A. SWITCH INTERIOR: DEAD -FRONT CONSTRUCTION WITH HINGED ARC SUPPRESSOR AND SWITCH BLADES WHICH ARE FULLY VISIBLE P IN THE POSITION AND WITH DOOR OPEN. E 0 FF I OS B. SWITCH MECHANISM: QUICK -MAKE AND QUICK -BREAK OPERATING HANDLE AND MECHANISM WITH DUAL COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR IN THE "ON" POSITION OR CLOSING THE SWITCH MECHANISM WHILE THE DOOR IS OPEN. C. RATINGS: SWITCHES SHALL BE HORSEPOWER RATED FOR THE OPERATING VOLTAGE AND WITH FUSED OR NON -FUSED H ARRANGEMENTS AS SHOWN THE DRAWINGS. 0 0 D. ENCLOSURES: NEMA 1, CODE GAUGE SHEET STEEL WITH HINGED COVER, OR NEMA 3R AS SHOWN ON DRAWINGS, AND AS REQUIRED BY APPLICATION. PROTECTIVE DEVICES: A. CIRCUIT BREAKERS: MOLDED CASE, BOLT -ON, THERMAL MAGNETIC TYPE, 40 DEGREES C. AMBIENT TEMPERATURE COMPENSATED, FIXED MOUNTING, WITH QUICK -MAKE AND QUICK -BREAK SWITCHING MECHANISM MECHANICALLY TRIP -FREE FROM THE OPERATING HANDLE. B. RATINGS: REFER TO DRAWINGS AND PANEL SCHEDULES FOR TRIP FRAME AND POLES REQUIRED. EQUIPMENT SHALL BE FULLY RATED BASED ON AVAILABLE FAULT CURRENT LEVEL. 2 .1 0 ELECTRICAL SUPPORTING DEVICES: A. CONDUIT S T RAPS : H O T- D IP GALVANIZED, CAST MALLEABLE IRON, ONE HOLE TYPE STRAP WITH CAST CLAMP- BACKS AND 0.Z. / # 14 -50G STRAP AND SPACERS AS REQUIRED. GEDNEY / # F #231 STRAP AND #131 SPACER, OR #141G SPACER, RE COR #2 # , EQUAL. B. CONSTRUCTION CHANNEL: 1 -1/2 INCH BY 1 -1/2 INCH 12 NI STEEL CHANNEL WITH 17 GAUGE GALVANIZED EL 32 INCH E / DIAMETER BOLT HOLES, 1-1/2 INCHES ON CENTER, IN BASE OF THE CHANNEL. KINDORF 905 SERIES, UNISTRUT P- 1000 -HS, OR EQUAL. : W C. FASTENERS (GENERAL): WOOD SCREWS FOR FASTENING TO WOOD. MACHINE SCREWS FOR FASTENING TO STEEL. TOGGLE BOLTS FOR FASTENING TO HOLLOW CONCRETE BLOCK, GYPSUM BOARD OR PLASTER WALL. EXPANSION ANCHORS FOR ATTACHMENTS TO PRE- POURED CONCRETE. 2.11 IDENTIFYING DEVICES: A. PANELBOARD DIRECTORIES: SHALL BE TYPEWRITTEN, ARRANGED IN NUMERICAL ORDER AND SHALL SHOW THE NUMBER OF THE CIRCUIT IS INDICATED. THE ROOM NUMBERS USED SHALL BE VERIFIED WITH THE OWNER AND SHALL NOT NECESSARILY BE THOSE USED IN THE DRAWINGS. MOUNT DIRECTORIES IN A 6" X 8" METAL FRAME UNDER PLEXIGLASS INSIDE EACH PANELBOARD. B. WIRE & TERMINAL MARKERS: SELF- ADHERING, PRE- PRINTED VINYL WITH SELF LAMINATING WRAP GROUND STRIP BRADY B191 SERIES, THOMAS & BETTS WSI SERIES, OR EQUAL. 2.13 GROUNDING: PART 3- EXECUTION: 3.1 CONDUIT AND RACEWAY APPLICATIONS: A. ELECTRICAL METALLIC TUBING (EMT): INTERIOR POWER AND LIGHTING BRANCH CIRCUITS WHERE RUN CONCEALED ABOVE SUSPENDED CEILING, IN STUD WALLS, FURRED SPACES, AND WHERE NOT EXPOSED TO MECHANICAL DAMAGE, OR ABOVE 6' FROM FLOOR. B. FLEXIBLE METALLIC CONDUIT: IN DRY LOCATIONS CONNECTION TO TRANSFORMERS, (6' MAX.), VIBRATING EQUIPMENT (24" MAX.), AND TO RECESSED LIGHTING FIXTURES. C. LIQUID- TIGHT FLEXIBLE METALLIC CONDUIT: IN DAMP AND WET LOCATIONS FOR CONNECTION TO ALL PUMP MOTORS, SOLENOID VALVES, HVAC EQUIPMENT AND SIMILAR DEVICES SHALL BE MADE USING LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. PROVIDE SEPARATE GROUND WIRE INDEPENDENT OF CONDUIT, RUN INSIDE CONDUIT AND BONDED AT BOTH ENDS TO ENCLOSURES. MAXIMUM LENGTH OF 24 INCHES. 3.2 CONDUIT INSTALLATION: A. GENERAL: 1. CONDUIT SYSTEM SHALL BE CONCEALED UNLESS EXPOSED WORK IS CLEARLY CALLED FOR ON DRAWINGS. 2. CONDUITS SHALL BE TIGHTLY COVERED AND WELL PROTECTED DURING CONSTRUCTION USING METALLIC BUSHINGS AND BUSHING "PENNIES" TO SEAL OPEN ENDS. 3. IN ALL EMPTY CONDUITS OR DUCTS, INSTALL A 200 -POUND TENSILE STRENGTH POLYETHYLENE PULLING ROPE.. 4. CONDUIT SYSTEMS SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT. INSTALL CODE SIZE, INSULATED, COPPER, GREEN GROUNDING CONDUCTOR IN ALL CONDUIT RUNS PULLED WITH PHASE AND NETURAL CONDUCTORS. REVISIONS 0 M V • MAN V 00 N N B. LAYOUT: 1. LOCATIONS OF CONDUIT RUNS SHALL BE PLANNED IN ADVANCE OF THE INSTALLATION AND COORDINATED WITH THE DUCTWORK, PLUMBING, CEILING AND WALL E D CONSTRUCTION IN THE SAME AREAS AND SHALL NOT UNNECESSARILY CROSS OTHER CONDUITS OR PIPE, NOR PREVENT REMOVAL OF CEILING OR _TILES OR PANELS, NOR BLOCK ACCESS TO MECHANICAL OR ELECTRICAL EQUIPMENT. C. SUPPORTS: 1. ALL RACEWAY SYSTEMS SHALL BE SECURED TO THE E BUILDING STRUCTURES USING SPECIFIED FASTENERS, CLAMPS AND HANGERS SPACED ACCORDING TO CODE REQUIREMENTS. 2. SUPPORT SINGLE RUNS OF CONDUIT USING ONE HOLE PIPE STRAPS. WHERE RUN HORIZONTALLY ON WALLS IN DAMP OR WET LOCATION, INSTALL "CLAMP- BACKS" TO SPACE CONDUIT OFF THE SURFACE. D. TERMINATION AND JOINTS: 1. RACEWAYS SHALL BE JOINED USING SPECIFIED COUPLING CIFIED COUP G OR TRANSITION COUPLINGS WHERE DISSIMILAR RACEWAY SYSTEMS ARE JOINED. 2. CONDUITS SHALL BE SECURELY FASTENED TO CABINETS, BOXES AND GUTTERS USING TWO LOCKNUTS AND AN INSULATING BUSHING OR SPECIFIED INSULATED CONNECTORS. INSTALL GROUNDING BUSHINGS OR BONDING JUMPERS ON ALL CONDUITS TERMINATING AT CONCENTRIC KNOCKOUTS. 3. CONDUIT TERMINATIONS EXPOSED AT WEATHERPROOF ENCLOSURES AND CAST. OUTLET BOXES SHALL BE MADE WATERTIGHT USING SPECIFIED CONNECTORS AND HUBS. PENETRATIONS: 1. ALL FLOOR PENETRATIONS SHALL BE SEALED WATER- TIGHT. MAINTAIN FIRE RATING AS REQUIRED. 2. FIRE -SAFE ALL RATED WALL PENETRATIONS USING 3M LISTED FIRE- SATING SEALANTS AND ASSEMBLIES. 3.3 CABLE AND WIRE INSTALLATION: A. GENERAL: 1. CONDUCTORS SHALL NOT BE INSTALLED IN CONDUIT UNTIL ALL WORK OF ANY NATURE THAT MAY CAUSE DAMAGE IS COMPLETED. CARE SHALL BE TAKEN IN PULLING CONDUCTORS THAT INSULATION IS NOT DAMAGED. U.L. APPROVED NON- PETROLEUM BASE AND INSULATING TYPE PULLING COMPOUND SHALL BE USED AS NEEDED. 2. ALL CABLES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND WARRANTY. B. SPLICING AND TERMINATING: 1 ALL ASPECTS OF SPLICING AND TERMINATING SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURER'S PUBLISHED PROCEDURES. 2. MAKE UP ALL SPLICES IN OUTLET BOXES WITH CONNECTORS AS SPECIFIED HEREIN WITH SEPARATE TAILS OF CORRECT COLOR TO BE MADE UP TO SPLICE. PROVIDE AT LEAST SIX (6) INCHES OF TAILS PACKED IN BOX AFTER SPLICE IS MADE UP. 3. ALL WIRE AND CABLE IN PANELS, TERMINAL CABINETS AND EQUIPMENT ENCLOSURES SHALL BE BUNDLED AND CLAMPED. B. C. A. ENCLOSURES OF EQUIPMENT, RACEWAYS, AND FIXTURES SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED. PROVIDE S OTHERWISE INDICATED) COPPER CODE SIZED (UNLESS COPPER, T GROUND INSULATED GREEN EQUIPMEN UND WITH ALL BRANCH AND 0 FEEDER CIRCUIT RUNS. EQUIPMENT GROUND SHALL ORIGINATE AT PANELBOARD GROUND BUS AND SHALL BE BONDED TO ALL SWITCH AND RECEPTACLE BOXES AND ELECTRICAL EQUIPMENT ENCLOSURES. E C B. BUILDING SERVICES. SHALL BE GROUNDED TO BUILDING STEEL R AND TO COLD METALLIC WATER PIPING. OCT 13 2010 IVE PERMIT CENTER Duo BOXES LAYOUT: 1. OUTLET BOXES SHALL BE INSTALLED AT THE LOCATIONS AND. ELEVATIONS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. MAKE ADJUSTMENTS TO LOCATIONS AS REQUIRED BY STRUCTURAL CONDITIONS AND TO SUIT COORDINATION REQUIREMENTS OF OTHER TRADES. 2. WHERE INSTALLATION IS WITHIN OR BEHIND CASEWORK, COORDINATE EXACT LOCATION WITH CASEWORK CONTRACTOR PRIOR TO ROUGH -IN TO ENSURE ACCESSIBILITY. SUPPORTS: 1. BOXES INSTALLED IN STUD WALLS SHALL BE EQUIPPED L Q ED WITH BRACKETS DESIGNED FOR ATTACHING DIRECTLY TO THE STUDS OR SHALL BE MOUNTED ON HEAVY GAUGE SUPPORTS. GALVANIZED ST EEL BOX SU . 0 S 2. FIXTURE OUTLET BOXES INSTALLED IN SUSPENDED CEILINGS OF GYPSUM BOARD OR LATH AND PLASTER CONSTRUCTION HA BE TO 16 GAUGE SHALL MOUNTED B MOUNTED METAL CHANNEL BARS ATTACHED TO MAIN CEILING RUNNERS. 3. FIXTURE OUTLET ° BOXES INSTALLED IN SUSPENDED CEILINGS SYSTEMS SUPPORTING ACOUSTICAL TILES OR PANELS SHALL BE SUPPORTED DIRECTLY FROM TH a • • ' ES ABOVE APPROVAL WHEREVER PENDANT- MOUNTED Fl . i . INSTAL D FROM THE BOX. I AND w *r • END OF SECTIONREQUIRED ELECTRICAL SPECIFICATIONS a:7 Z o 1�- ca... Z_ Cn d' U Cfl - p t- o CL J 1- W W U C. W LBW F-W Z Z mgr D= Z ?L. ant F- <C cus,J_ W . \ a0 N NAC NO 121 -10017 HEI NO 10113 DRAWN TW CHECKED DF DATE 9 -10 -2010 0.2 sriv orow; rworA 10,0,Ad. • I 1 XISTING 2X41 LEN: D TROE ER (TYP-.): XISTING INCA QUART DOWN TYP) II JDESCIrNT LIGHT TA # ar A OEM PARTIAL FIRST FLOOR LIGHTING DEMOLITION PLAN Scale: 1/4" = 1' -0„ +65" AC29I ,28 EXISTING NURSE CAI NCY STATI N i P( (7) RA' EXISTING- WALL PHONE I i AC2:F26 EXISTING PUSH 1 START/STOP BUTTON EXISTING WALL PHONE +57" 0 T 0 1 2 EXISTING 10" X 3-1/2" WIREWAY EXISTING CT 200A T ENCLOSED CIRCUIT BREAKER EXISTI G 10" X 3 -1/2' SPECIAL_ RECEPTACL PARTIAL FIRST FLOOR POWER AND SYSTEMS DEMOLITION PLAN Scale: 1 /4" 1'_0> 11 0 1 2 DEMOLITION SHEET NOTES: 1. REFER TO ARCHITECTURAL FLOOR PLANS FOR WALL AND FLOOR FINISHES BEING REMOVED. IN EFFECTED AREAS, REMOVE DEVICE TRIM AND DISCONNECT ITEMS AS REQUIRED FOR REMOVAL OF INDICATED FINISHES. REINSTALL AT NEW FINISHES. FIELD VERIFY QUANTITY OF DEVICES WITH GENERAL CONTRACTOR. 2. COORDINATE DEMOLITION WORK WITH GENERAL CONTRACTOR. 3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR RELATED DEMOLITION REQUIREMENTS. 4. THROUGHOUT CONSTRUCTION, MAINTAIN CONTINUITY OF ALL ELECTRICAL AND COMMUNICATIONS WIRING AND SERVICES TO ALL ITEMS WHICH ARE REQUIRED FOR NORMAL FACILITY OPERATION. ANY REQUIRED INTERRUPTION OF THESE SERVICES SHALL BE FULLY COORDINATED WITH THE FACILITY MAINTENANCE MANAGER. 5. EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED SHALL HAVE SERVING BRANCH CIRCUIT WIRING, LOW VOLTAGE CABLING AND CONDUIT FULLY REMOVED BACK TO THE POINT OF SERVICE. FOR CIRCUITS THAT ARE RE —USED AFTER THE DEMOLITION PHASE, REMOVE CONDUIT AND CABLING BACK TO CIRCUIT JUNCTION BOX ABOVE CEILING. DRAWINGS ARE SCHEMATIC. EXTENT OF DEMOLITION SHOWN IS APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS AND DEMOLITION REQUIREMENTS. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING MOUNTED LIGHTS AND DEVICES. LIGHT FIXTURES (INCLUDING LAMPS /BALLAST) THAT ARE SCHEDULED FOR REMOVAL SHALL BE DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE LIGHTING PLAN. CERTIFY IN WRITING THAT THE TRANSPORTATION, STORAGE, PROCESSING, AND DISPOSAL METHODS OF ALL LAMPS /BALLASTS ARE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, AND NATIONAL ORDINANCES AND REQUIREMENTS. 8. PANEL BOARDS WHICH ARE AFFECTED BY THIS PROJECT SHALL BE THOROUGHLY CLEANED AND VACUUMED TO REMOVE DIRT AND DEBRIS PRIOR TO PROJECT CLOSE OUT. ALL CONDUCTORS WITHIN PANEL BOARD SHALL BE NEATLY ORGANIZED USING CABLE TIES. SPLICES IN PANEL BOARD ARE NOT ALLOWED. REMOVE ALL UNUSED CONDUCTORS FROM PANEL BOARD. PROVIDE NEW PANEL CARDS UPDATED TO CURRENT CONDITIONS AT THE END OF THE PROJECT. REMOVE ALL ERRONEOUS . MARKINGS FROM EXISTING PANEL DOORS AND COVERS. THE EXISTING DEVICE/EQUIPMENT LOCATIONS SHOWN ON THE DEMOLITION DRAWINGS ARE BASED ON THE RECORD DRAWINGS. THE SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIONS FOR ALL EXISTING DEVICES TO DETERMINE THE EXTENT OF THE DEMOLITION WORK REQUIRED. VERIFY ALL BRANCH CIRCUIT NUMBERS SERVING ALL EXISTING DEVICES AND EQUIPMENT LOCATED IN THE AREAS OF DEMOLITION. 10. REMOVE ALL CONDUITS, WIRE, AND CABLES BEING DEMOLISHED. ABANDONING IN PLACE IS NOT ALLOWED. FLAG NOTES: RELOCATE EXISTING DEVICE TO LOCATION SHOWN. PROVIDE NEW ROUGH —IN BACK BOX, CONDUIT UP TO CEILING SPACE AND EXTENSION OF EXISTING CABLING AS REQUIRED. FOR TELECOMMUNICATIONS DEVICES SCHEDULED FOR DEMOLITION, REMOVE CABLING FROM DEVICE AND COIL ABOVE THE CEILING FOR FUTURE INSTALLATION. REPLACE EXISTING DEVICE WITH HOSPITAL GRADE, GFCI. RECEPTACLE. REMOVE WIREWAY EXTENSION BACK TO LOCATION WHERE TEE OCCURS. REFERENCE NEW WORK PLANS FOR EXTENT OF WIREWAY REQUIRED FOR NEW INSTALLATION. REMOVE CIRCUIT AC2 -26 FROM EXISTING QUAD RECEPTACLE. EXISTING RECEPTACLE SHALL BE FED BY AC2 -28. ONLY. PROVIDE NEW CIRCUIT LABEL: 'AC2 -28'. xmori WEST WING RECEIVED OCT 13 2010 PERMIT CENTER r ri6i N 14/3P464/10 9M��� KEY PLAN NOT TO SCALE �O REVISIONS • W D F- V W. 1- NAC NO HEI NO DRAWN CHECKED DATE ELECTRICAL DEMOLITION PLAN o N ca; 121 -10017 10113 TW DF 9 -10 -2010 ED ■ 1 BID ALTERNATE #3 1 L ! II I ! I 0 I. 1 I 1 11 1 , , 1 , , I B' ! , B,..., 1 ! , _..... -,,..., 1 By A 1=-H • 1 . 1 .;, L__,_. ,...t...____. _—___ , 1 ,1,1: 4.cr,.._:= ...,c1LT:f.=-....'..---, s.:1,–,,,I.--„,,,,7-..- -.^,f1:••:====.. i .. i 1 1 1 11 I.-1,)- ,t--- ----- .--- 1 13 um ism ow Mai N. ow 1 f d- if ,, t _ ,.,..4.., Bo '''. b I b -A ! • , a_ , 1 11 I 1 ,.e.,, .__. __ti i , C91.-11: V:29 L , , i . I I. , BID ALTEFNATE - ---- _._ J I - -- T1_ 1. • • -•_ •--• ,•- -•-• •■• • •--. I 1 I 1 - I 1 : 1 ! ,.! 11 11 i . 1- _. --------,1- - F -IT - L 1 I 1 , I iL. ! , I L , 1 , i._ 1 ■ .-- T. ! ... - ' i -- -,--.--.L ..,,V I r I"! ,, , 1 \-...' : . .....,---• , I I i , •-t • , ! , I 11 1,1 !! I i E 1 rl I 1 .11 1 1 1 -11 PARTIAL FIRST FLOOR LIGHTING PLAN 1 Li Scale: 1/4" = 1'-0" 0 1 2 4. 8 LIGHT FIXTURE SCHEDULE NO. DESCRIPTION MANUFACTURER LAMP VOLT W LOCATION NOTES NAME CATALOG NO. QTY. TYPE A 2' X 2' — 2 LAMP RECESSED GRID LAY—IN FLUORESCENT WITH A19 COLUMBIA 4PS22-232U6G—RAA19—EU—SLL 2 FU32 T8 120/ 59 CT ROOM ACRYLIC LENS, REGRESSED ALUMINUM DOOR STYLE, SPRING LOADED 3500' 277V LATCHES, WHITE FINISH, 2—LAMP INSTANT START ELECTRONIC BALLAST. B 8" — HORIZONTAL (2) LAMP QUAD TUBE FLUORESCENT DOWNLIGHT WITH PRESCOLITE CFR818UEB—(LUTRON COMPACT SE)— 2 18W QUAD 120/ 38 CT ROOM CLEAR ALZAK REFLECTOR, AMERICAN MATTE FINISH, DIFFUSED LENS, 2— LAMP LUTRON (COMPACT SE) ELECTRONIC DIMMING BALLAST. ST492A—MFC—DIFFUSED LENS 4—PIN 3500' 277V MI MN MIN NM ■ NMI OM ■ NM NMI — ■ NM NM MM 1=1 MN Mal NMI MIN ■ =MI MS IBM ■ ■ MN Al= ■I 1=111 111111111 MO ■I MI IMO NM IIMII =II MN 11111111 C 2' X 4' — 2 LAMP RECESSED GRID LAY—IN FLUORESCENT WITH Al2 ACRYLIC COLUMBIA 4PS24-232G—RAA12— 2 F32 T8 120/ 59 CT ROOM LENS, REGRESSED ALUMINUM DOOR STYLE, SPRING LOADED LATCHES, WHITE FINISH, 2—LAMP LUTRON (ECO-10) ELECTRONIC DIMMING BALLAST. (LUTRON ECO-10)—SLL 3500' 277V (NOTE 3) NW Mal MI NM MEP 111111•1 NM MI= MN NOM ■I MI =II NM INN NMI Mlle IMP ONO MINI MN =II 11111•11 NM I■ M•11 MEI MI OM ■Il NM MI NM NM MIN NM NM NMI NMI NM NOTE: 1. MANUFACTURERS LABELS SHALL NOT BE VISIBLE FROM THE FLOOR FOR ALL LIGHT FIXTURES. 2. ALL LIGHT FIXTURES SHALL BE LOCATED AS TO NOT OBSTRUCT SPRINKLER HEAD SPRAY PATTERNS PER NFPA. 3. IN ADDITION TO STANDARD ARYLIC LENS, PROVIDE OPAL ACRYLIC, 0.125"MIN LENS. LENS SHALL BE DELIVERED TO THE OWNER FOR CUSTOM IMAGE SILK SCREEN. PROVIDE FINAL LENS INSTALLATION . AS DIRECTED BY OWNER. 1 1 1 1 1 SHEET NOTES: 1. REFERENCE. ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING MOUNTED DEVICES. FLAG NOTES: CIRCUIT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT FOR THIS ROOM. FIELD VERIFY EXISTING CIRCUIT NUMBER, AND PROVIDE UPDATED INFORMATION ON AS—BUILT DRAWINGS. WEST WING RECEIVED OCT 13 2010 PERMIT CENTER REVISIONS "7A re APp /74AND KEY PLAN itfr,q4 NOT TO SCALE Qu,i iZb TECTURE PARTIAL FIRST FLOOR LIGHTING PLAN 71 NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 TW DF 9-10-2010 I 1 (Th. j I L --R OtATE6-1- NURSE—CALL- - 1gMERGENCY-STATION--- ! '1 1 EXISTING ( P17-1 0 N E • t • N tj 1 L.i.) I • • - -1+81" +65" Tp +65" AC2-28 AC2-26 AC2-28 • I 1 AC2-26 111., I 1 1 j L I i -114- I • 1 t-' ffI 1 TT OA 1 LI 1 i ! i '! , 1 '1:!! 1 I ) 11 • 1.".,/,!..4 1.1Y11E.11,II! 4c ! ;;;c!!!/1e;■:1 !:Y1 :!!!!!!, Y r! 3 ..!—Air;....26 I i ! ; CI __ J i AC2-28 ,,,, ; 7.-_-_-_-_0, p:_, i , 1 , 1_4: [1 f ____ _ ____ _. j‘ .i AC2-1-26 -key Rz----'—e-------'-'1 1 , I ' 1 ! \I ,_•,. •\ ,) I .-L 1 i'''r, 1 ._, ) _ _ .....: ..,-7.,,...- ..- . .. .. r I 1 4'1 LL -• • r 1 ! I ! ; s '• 1 1-\ L \ .._ !, ■ -• •- ■ -• 1 ! , • [ 1 --••-•,- H r----- I ;; PARTIAL FIRST FLOOR POWER & SYSTEMS PLAN Scale: 1/4" = 0 1 2 L t=f- I CONNECT TO CRITICAL POWER 1 CIRCUIT IN ROOM, C) r€C2-28 , 1 1,2!2", • ,./K/H B E 1 L --H (Fofs:-N_T7:71,EFAxCisE11.01" X 3-1/2" WIT R - D,'41CT DIVIDERS S IREWAY) 7 _ 10" X 3-1 2 - - - - - --SURFACE WALL DUC WITH',2 DIVIDERS (CONNECT TO EXISTING 'WIREWAY) =Nu EXISTING 10" X 3-1/2" REWAY 8 L_ H CI 9/i n 614.44A1 1.1j,161:121541[41/ -1 : Ts A K BOX 4iy11 E 6"X6"X4" BOX li4ES.ED IN WALL DE COVERPLATE —1/2" CHASE Tr I ) IT PROVIDE --4 ,___F__COVERPLATE 7.) ' Q 11U I , INJECTOR •BACW-BOX F., 6"X6"X4" BOX REC,ESSED\IN - ROOM —1/2" *., „..0CT EQUIPMENT PLAN Scale: 1/4" = ...• •.qr..eqvIpmaiT:•[..EgNp.:: • 0 ENCLOSED CIRCUIT BREAKER REMOVE EXISTING 200A CIRCUIT BREAKER. • PROVIDE 90A, 3—POLE BREAKER WITH SHUNT TRIP ACCESSORY. • MOUNT NEW BREAKER WITHIN EXISTING ENCLOSURE. A. IF NEW SHUNT TRIP BREAKER WILL NOT FIT WITHIN EXISTING ENLCOSURE, PROVIDE NEW ENCLOSURE. • MOUNT EXISTING ENCLOSURE IN NEW FURRED OUT WALL. A. REUSE EXISTING INCOMING CONDUIT AND WIRE FEEDER WHERE POSSIBLE. B. IF MOUNTING LOCATION REQUIRES ADDITIONAL FEEDER LENGTH, PROVIDE PULL BOX WITH REMOVABLE COVER BELOW ENCLOSURE. SPLICE AND EXTEND EXISTING FEEDER AS REQUIRED. 0 CT SCANNER PROVIDE 12" COVERPLATE WITH 8"x8" GROMMETED OPENING IN NEW FLOOR DUCT. OPERATORS CONSOLE • PROVIDE 12" COVERPLATE WITH 3"x3" GROMMETED OPENING IN EXISTING WIREWAY. POWER DISTRIBUTION UNIT • PROVIDE 12"HX12"WX4"D BOX, RECESSED IN WALL FOR CONNECTION OF MAIN DISCONNECT TO PDU. A. PROVIDE 2-1/2" CONDUIT CONNECTION BETWEEN DISCONNECT AND BOX. B. PROVIDE COVERPLATE WITH 2-1/2" CHASE NIPPLE. C. PROVIDE 6FT OF 2-1/2" FLEXIBLE METAL CONDUIT FOR CONNECTION TO NIPPLE IN THE COVERPLATE. E. PROVIDE (2) 2-1 /2" 90 DEGREE CONNECTORS. F. (3)#1/0 & (1)#1/OGND, CABLE TERMINATED AT THE DISCONNECT. • PROVIDE 12" COVERPLATE WITH 8"x8" GROMMETED OPENING IN NEW WALL DUCT FOR CONNECTION OF PDU TO CT GANTRY. • PROVIDE 4"Hx4"Wx4"D BOX, RECESSED IN WALL FOR CONNECTION OF PDU TO WARNING LIGHT CONTROLLER. A. PROVIDE COVERPLATE WITH (1)1/2" CHASE NIPPLE. B. PROVIDE 6FT OF 1/2" FLEXIBLE METAL CONDUIT FOR CONNECTION TO NIPPLE IN THE COVERPLATE. C. PROVIDE (2) 1/2" 90 DEGREE CONNECTORS. EMERGENCY OFF • REMOTE SWITCH FOR OPERATION OF SHUNT TRIP FEATURE ON MAIN BREAKER. PROVIDE EPO PUSH--BUTTON WITH PROTECTIVE COVER, SQ—D TYPE K, CLASS 9001 CAT # KR9P1RH13, PROVIDE QUANTITY OF NO/NC CONTACTS AS REQUIRED FOR EQUIPMENT INTERCONNECTIONS WITH HINGED, CLEAR PROTECTIVE COVER. O. UPS CABINET (PROVIDED UNDER BID ALTERNATE #2) PROVIDE 4"Hx4"Wx4"D BOX, RECESSED IN WALL FOR CONNECTION OF UPS SHUTDOWN CIRCUIT TO MAIN DISCONNECT. • PROVIDE COVERPLATE WITH (1)1/2" CHASE NIPPLE. • PROVIDE 6FT OF 1/2" FLEXIBLE METAL CONDUIT FOR. CONNECTION TO NIPPLE IN THE COVERPLATE. • PROVIDE (2) 1/2" 90 DEGREE CONNECTORS. WARNING LIGHT • PROVIDE WARNING LIGHT ABOVE ENTRANCE DOOR. • DUAL—LITE, CAT# SE—S—R—W—SW57. "CT IN USE". WARNING LIGHT CONTROLLER • PROVIDE RELAY FOR CONTROL OF WARNING LIGHT. • 120V CIRCUIT INPUT/OUTPUT • 24V/2—WIRE CONTROL INPUT FROM X—RAY GENERATOR. RACEWAY AND WIRING LEGEND: <> (1)1/2"C, (2)#12 BLACK, (1)#12 GREEN. <> (1)1/2"C, (1)#12 BLACK, (1)#12 WHITE, (1)#12 GREEN. <> (1)2-1/2"C BID ALTERNATE #2 (UPS ADDITION) • PROVIDE 'UPS CABINET' SCOPE IN ACCORDANCE WITH THE CT EQUIPMENT LEGEND. • IN LIEU OF UPGRADING EXISTING ENCLOSED CIRCUIT BREAKER PROVIDE THE FOLLOWING: A. DEMOLISH EXISTING ENCLOSED CIRCUIT BREAKER LOCATED IN CT ROOM. B. REPLACE EXISTING 200A ENCLOSED CIRCUIT BREAKER (LOCATED IN BASEMENT ELECTRICAL ROOM ADJACENT TO CT TRANSFORMER) WITH NEW 90A, 3—POLE CIRCUIT BREAKER. IF POSSIBLE, REUSE EXISTING ENCLOSURE. C. INSTALL NEW CT MAIN DISCONNECT FURNISHED BY GE. PROVIDE CONNECTION OF EXISTING FEEDER. IF MOUNTING LOCATION REQUIRES ADDITIONAL FEEDER LENGTH, PROVIDE PULL BOX WITH REMOVABLE COVER BELOW DISCONNECT. SPLICE AND EXTEND EXISTING FEEDER AS REQUIRED. 0 1 2 4 8 t o SHEET NOTES: 1. TELECOMMUNICATIONS VOICE/DATA SCOPE IS ROUGH—IN ONLY. FOR EACH WALL MOUNTED DEVICE SHOWN, PROVIDE THE FOLLOWING: • BACK BOX AND MUD—RING IN ACCORDANCE WITH REQUIREMENTS FROM OWNER'S VENDOR. • 3/4" EMPTY CONDUIT WITH PULL STRING AND BUSHED OPEN END, TURNED HORIZONTAL ABOVE CEILING AND ROUTED TO ABOVE AN ACCESSIBLE CEILING SPACE. THE SCOPE OF WORK OUTSIDE OF THIS CONTRACT (BY OWNER'S VENDOR) SHALL INCLUDE HORIZONTAL CABLING, FACE PLATES AND DEVICES, OPEN CABLING SUPPORTS, EQUIPMENT, AND CONNECTING HARDWARE. THE GENERAL CONTRACTOR SHALL COORDINATE CABLING INSTALLATION WITH THE OWNER'S VENDOR. 2. REFERENCE ARCHITECTURAL WALL ELEVATIONS FOR EXACT LOCATION OF WALL MOUNTED DEVICES. FLAG NOTES: EXTEND EXISTING CIRCUIT FROM ROOM TO FEED NEW RECEPTACLE(S) AS SHOWN. EXISTING WIREWAY. • PROVIDE NEW REMOVABLE COVERPLATE FOR ENTIRE LENGTH OF WIREWAY. • FOR PORTIONS OF THE WIREWAY WITH LARGE OPENINGS FROM THE PREVIOUS INSTALLATION, PROVIDE COVERPLATE, END PIECE, ETC. TO ENCLOSE THE WIREWAY. • FIELD VERIFY THE EXISTING INTERNAL DIVIDERS. PROVIDE OR REMOVE DIVIDERS AS REQUIRED TO MAINTAIN TWO DIVIDERS FOR THE ENTIRE LENGTH OF WIREWAY. GENERAL IMAGING RM NOTES: 1. PRIOR TO THE START OF INSTALLATION, SETUP A MEETING WITH THE GE HEALTHCARE PRODUCT REPRESENTATIVE TO LAYOUT EXACT RACEWAY, WALL BOX, AND CONDUIT PENETRATION LOCATIONS. • MICHAEL NOWAK, GE HEALTHCARE: 1-888-470-4853 MICHAEL.T.NOWAK©GE.COM 2. REFER TO GE HEALTHCARE EQUIPMENT DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF JUNCTION BOXES, DUCTS, SWITCHES, CIRCUIT BREAKERS, ETC. 3. PROVIDE ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC. 4. CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS. 5. CONDUIT AND DUCT RUNS ABOVE THE CEILING OR BELOW THE FINISHED FLOOR SHALL .BE INSTALLED AS NEAR TO THE CEILING OR FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. 6. DUCTWORK SHALL MEET THE FOLLOWING REQUIREMENTS: A. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABLE, ACCESSIBLE COVERS. B. DUCTWORK SHALL BE CERTIFIED/RATED FOR ELECTRICAL POWER. C. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER. 5. PROVIDE A PULL CORD IN EACH EMPTY CONDUIT RUN. 6. PROVIDE 10'-0" WIRE PIGTAILS AT ALL JUNCTION POINTS. 1 WEST WING RECEIVED OCT 1 3 2010 PERMIT CENTER ftio:YrAl KEY PLAN 4P414111,1,7:4444/1) NOT TO SCALE 4//fizb TECTURE NAC NO HEI NO DRAWN CHECKED DATE 121-10017 10113 TA( DF 9-10-2010 PARTIAL FIRST FLOOR POWER & SYSTEMS PLAN 1 UNISTRUT FRAME C -17-F- 32,34,36 HP -1 PARTIAL ROOF POWER PLAN Scale: 1/4" = 0 1 2 MECHANICAL EQUIPMENT SCHEDULE EQUIPMENT TAG VOLTAGE PHASE HP KW FI A MCA MOCP BRANCH CIRCUIT DISCONNECT RACEWAY PHASE SIZE FUSE NOTES HP -1 208 1 21 63.7 70 1 -14" 3 #4 1 #8 100 70 NOTES: PROVIDE DISCONNECT SWITCH. SHEET NOTES= 1. ALL ELECTRICAL DEVICES (RECEPTACLES, SWITCHES, DISCONNECTS, ETC) ON ROOF SHALL BE WEATHERPROOF "IN USE" TYPE. IN ADDITION, ALL RECEPTACLES SHALL BE GFI TYPE RECEPTACLES. 2. CONDUIT EXPOSED ON ROOF SHALL BE: A. IMC CONDUIT WITH WATERTIGHT COMPRESSION FITTINGS. B. WIRING SHALL BE DERATED FOR POTENTIAL ROOF AMBIENT TEMPERATURE CONDITIONS. C. RUN PARALLEL TO BUILDING LINES AND NOT INTERFERING WITH ROOF WALK PATHWAYS. D. SUPPORTED ON AND STRAPPED TO 4 "X4 "X12" BLOCKING. BLOCK SHALL BE 8' -O" ON CENTER AND AT ALL BENDS. E. BLOCK SHALL BE PERMANENTLY ATTACHED TO ROOF PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND WITHOUT VOIDING ANY ROOF WARRANTIES. 4. ROOF PENETRATIONS SHALL BE MADE PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT VOID THE ROOFING WARRANTY. FLAG NOTES: tow z:7-17 PROVIDE UNISTRUT FRAME FOR SUPPORT OF ELECTRICAL DISCONNECT AND CONVENIENCE RECEPTACLE. f ? / CT EQUIPMENT-REPLACEMENT, ROOM 164 -, ' tP ,6 H A R G I S xi o m 4p, ' Hargis Engineers, Inc. C `d' ` d 600 Stewart Street, Suite 1000 CO IP I+IGHIJNE SPECIALTY CAMPUS Seattle, WA 98101 • O 15 ,.c 30221 ,,` t I 206.448:3376 12844 MILITARY ROAD S TUKWILA, WASHINGTION rs f 206.448.4450 Cn T*1 w l hargis.biz WEST WING RECEIVED OCT 1 3 2010 PERMIT CENTER NAC NO HEI NO DRAWN CHECKED .4 KEY PLAN / /4 Q 9 NOT TO SCALE U PARTIAL ROOF POWER PLAN TECTURE x V cc Caljoi 121 -10017 10113 TW OF 9 -10 -2010 W 3.2 PANEL SCHEDULE : 09(2312010 (E) PANEL 'F' PROJECT: HMC - Specialty Campus CT Upgrade: CLASSIFICATION: NORMAL FED FROM MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4- WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: LOAD CENTER NOTE ITEM DESCRIPTION CKT NO BREAKER LOAD (VA) O LOAD (VA) BREAKER CKT NO ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 EQUIP - PHONE ROOM AC UNIT 1 20 2 * EXISTING 200A, 4 -WIRE FEEDER A 30 3 2 EQUIP - -CT SCAN AIR AC UNIT 400NE * EXISTING 400A, 4- WIRE FEEDER - 4 - 1 EQUIP - TUBE SYSTEM AIR COMPRESSOR 5 20 3 C 6 - _ 20 3 8 EQUIP - TUBE SYSTEM BLOWER - 9 - g _ 10 1 EQUIP - TUBE SYSTEM AIR COOLER 11 20 1 C - - 12 1 UNKNOWN 13 20 1 A 20 1 14 UNKNOWN 1 UNKNOWN 15 20 1 13 20 1 i6 REC - TELEST AF - PHONE ROOM DICTATION 1 UNKNOWN 17 20 1 G 20 1 18 REC - EAST WING 1 REC - LAB IG RECEPTACLES 19 20 1 A 30 2 20 EQUIP -AC UNIT R41149 1 REC - DATA CENTER CLOSET 21 20 1 B - - 22 1 REC - XRAY VIEWING ROOM 23 20 1 C 20 1 24 SPACE 25 20 1 A 20 1 26 REC - AC UNIT R4119 SPACE 27 20 1 B 20 1 28 SPACE SPACE 29 20 1 C 180 20 1 30 REC - HP -1 ROOF 2,3 SPACE 31 20 1 A 7649 70 3 32 EQUIP - HP -1 ROOF 2,3 SPACE 33 20 1 B 7649 - 34 SPACE 35 20 1 C 7649 36 SPACE 37 20 1 A 12729 200 3 38 d 30 DAY LOAD MONITORING> SPACE 39 20 1 B 12729 - - 40 SPACE 41 20 1 C 12729 42 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 1 OkVA: ELECTRIC HEATING: TOTALS: 38187 125% 47734 - 100% - - 125% - 125% - 100% - 180 100% 180 50% - 22947 100% 22947 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: ,. 20,378 VA 170 A PHASE B: 20,378 VA . 170 A PHASE C: 20,558 VA 171 A TOTAL CALCULATED LOAD: 70,861 VA TOTAL CALCULATED AMPS: 197 A 61,314 70,861 NOTES: 1. EXISTING CIRCUIT BREAKER. EXISTING LOAD TO REMAIN. 2 NEW CIRCUIT BREAKER. NEW LOAD. 3. PROVIDE CIRCUIT BREAKER WITH FAULT CURRENT RATING THAT MATCHES EXISTING CIRCUIT BREAKERS. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST, SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PEAK DEMAND CALC WORKSHEET NEC 220 -87 AND WAC 296- 46B- 901(15)(j) EXISTING PANEL F 1. RECORDED PEAK DEMAND ON DATE: SEPTEMBER 9, 2010. 2. POWER FACTOR APPARENT PEAK DEMAND 3. NEC 220 -87 ADJUSTED PEAK DEMAND ADJUSTED PEAK DEMAND 4. SEASONAL ADJUSTMENT FACTOR * SEASONALLY ADJUSTED PEAK DEMAND 5. OCCUPANCY ADJUSTMENT FACTOR * OCCUPANCY ADJUSTED PEAK DEMAND 6. OTHER ADJUSTMENT FACTORS * ANNUAL PEAK DEMAND 7. NEW CALCULATED LOAD ADDED 33.50 KW 0.860 (P.F.) 38.95 KVA 1.25 48.69 KVA 1.00 48.69 KVA 1.00 48.69 KVA X 1.00 48.69 KVA 22.90 KVA (NOTE 1) METERED DEMAND BASED CALCULATED LOAD: 71.59 KVA AMPERES AT 208V, 3- PHASE 198.72 AMPS NOTE: SEE WAC 296- 46B- 901(15)(j) FOR ADDITIONAL METERING REQUIREMENTS. * EXPLAIN HOW THE FACTOR WAS DERIVED FOR 30 -DAY DEMAND METERING SEASONAL - SEASONAL ADJUSTMENT FACTOR WAS COMPUTED BY APPLYING THE PERCENTAGE RATIO OF UTILITY METERED DEMAND LOAD AT THE TIME OF DESIGN & THE HIGHEST UTILITY METERED LOAD DURING THE 1 -YEAR PERIOD. OCCUPANCY - OCCUPANCY ADJUSTMENT FACTOR WAS DETERMINED TO BE 1.00 SINCE THE HOSPITAL IS EXPERIENCING NORMAL PATIENT VOLUMES. ALSO, A WORST CASE SEASONAL ADJUSTMENT WAS APPLIED. OTHER - OTHER CORRECTION FACTORS ARE NOT APPLICABLE. NOTE 1 - REFER TO PANEL F DEMAND CALCULATION WORKSHEETS FOR NEW LOAD DETAIL.. AHU -5 PANEL EQ 225A ROOF FLAG NOTES: FLOOR 4 PANEL EM 100A PANEL A 225A 1. NEW CT ELECTRICAL LOAD IS EQUAL OR LESS THAN THE EXISTING CT THAT IS BEING REPLACED IN THIS PROJECT. 2. REFERENCE SHEET E3.1 FOR SCOPE OF WORK WITHIN BOUNDARY. FLOOR 3 PANEL B 100A PANEL H` 225A 1 0 r - - - * --r- 1 CT CONNECTION 1 1 1 1 1 1 1 1 1 1 N) 1 PANEL J 400A (200NE) 200A/3 FLOOR 2 1 1 1 1 1 1 1 1 1 1 PANEL A 225A PANEL PANEL Al A2 225A 225A i FLOOR 1 TO GENERATOR EDP #1 SWITCH #3, 60A/3 AF TO GENERATOR EDP #1 SWITCH #4, 200A/3 AF 5 (6ONE) ATS -3 "LIFE SAFETY I BRANCH" 1 100A #R50038 1 1 1 1 L XFMR (2OONE CT 15OKVA 2000A BUS DUCT (60NE) (1OONE METER# 734333 600A BUS MAIN DISTRIBUTION PANEL 208Y/120V,30,4W 2000A TO SEATTLE CITY LIGHT TRANSFORMER VAULT SERVICE #2 0 0 ATS -4 1 "CRITICAL 1 BRANCH" 1 200A #R50039 (20 NO (20 NE) (200NE) (200E) 30 -DAY LOAD MONITORING POINT (400NE) -1 ATS -5 l "EQUIPMENT SYSTEM" 1 400A #R50036 PANEL F 225A I') 0 - o 0 0 LID SECTION VIII 208Y/120V,30,4W 2000A N) 0 0 PO 0 O (o SECTION IX 208Y/120V,30,4W 2000A SECTION X 208Y/120V,30,4W 2000A TO GENERATOR EDP #2 SWITCH #1, 400A/3 AF 5 30 -DAY LOAD MONITORING POINT RECEIVED OCT 13 2010 PERMIT`CENTER BASEMENT (MAIN ELECTRICAL ROOM) PROVIDE FIELD VERIFICATION OF EXISTING FEEDER SIZE INCLUDING CONDUIT AND CONDUCTOR SIZES. UPDATE AS- BUILTS WITH UPDATED INFORMATION. REVISIONS EXISTING FEEDER SCHEDULE TAG QUANTITY OF SETS RACEWAY SIZE CONDUCTORS PHASE 1 NEUTRAL ] GROUND GONE * EXISTING 60A, 4 -WIRE FEEDER 100NE * EXISTING 100A, 4 -WIRE FEEDER 200E * EXISTING 200A, 3 -WIRE FEEDER 200NE * EXISTING 200A, 4 -WIRE FEEDER 400E * EXISTING 400A, 3 -WIRE FEEDER 400NE * EXISTING 400A, 4- WIRE FEEDER POWER CO. DEMAND CALCULATION NEC 220 -87 AND WAC 296-- 46B- 901(15)(j) EXISTING POWER COMPANY SERVICE #2, METER #734333 1. RECORDED PEAK DEMAND = 127.68 KW ON DATE: AUGUST 24, 2009 2. POWER FACTOR APPARENT PEAK DEMAND = NEC 220 -87 ADJUSTED PEAK DEMAND ADJUSTED PEAK DEMAND 4. SEASONAL ADJUSTMENT FACTOR SEASONALLY ADJUSTED PEAK DEMAND 5. OCCUPANCY ADJUSTMENT FACTOR * OCCUPANCY ADJUSTED PEAK DEMAND OTHER ADJUSTMENT FACTORS * ANNUAL PEAK DEMAND NEW CALCULATED LOAD ADDED 1 X X 0.860 (P.F.) 148.47 KVA 1.25 185.58 KVA 1 00 185.58 KVA 1.00 185.58 KVA X 1.00 = 185.58 KVA 22.90 KVA (NOTE 1) METERED DEMAND BASED CALCULATED LOAD: 208.48 KVA AMPERES AT 208V, 3 -PHASE 578.69 AMPS NOTE: SEE WAC 296- 46B - 901(15)0) FOR ADDITIONAL METERING REQUIREMENTS. * EXPLAIN HOW THE FACTOR WAS DERIVED FOR 30 -DAY DEMAND METERING SEASONAL - SEASONAL ADJUSTMENT FACTOR WAS COMPUTED BY APPLYING THE . PERCENTAGE RATIO OF UTILITY METERED DEMAND LOAD AT THE TIME OF DESIGN & THE HIGHEST . UTIUTY METERED LOAD DURING THE 1 -YEAR PERIOD. OCCUPANCY - OCCUPANCY ADJUSTMENT FACTOR WAS DETERMINED TO BE 1.00 SINCE THE HOSPITAL IS EXPERIENCING NORMAL PATIENT VOLUMES. ALSO, A WORST CASE SEASONAL ADJUSTMENT WAS APPLIED. OTHER - OTHER CORRECTION FACTORS ARE NOT APPLICABLE. NOTE 1 - REFER TO PANEL F DEMAND CALCULATION WORKSHEETS FOR NEW LOAD DETAIL PEAK DEMAND CALC WORKSHEET NEC 220 -87 AND WAC 296- 46B- 901(15)(j) EXISTING MOP SECTION X 1. RECORDED PEAK DEMAND ON DATE SEPTEMBER 3, 2010 2. POWER FACTOR APPARENT PEAK DEMAND 3. NEC 220 -87 ADJUSTED PEAK DEMAND ADJUSTED PEAK DEMAND SEASONAL ADJUSTMENT FACTOR * SEASONALLY ADJUSTED PEAK DEMAND • OCCUPANCY ADJUSTMENT FACTOR * OCCUPANCY ADJUSTED PEAK DEMAND 6. OTHER ADJUSTMENT FACTORS ANNUAL PEAK DEMAND 7. NEW CALCULATED LOAD ADDED 128.90 KW 0.860 (P.F.) 149.88 KVA X 1.25 187.35 KVA X 1.00 = 187.35 KVA 1.00 187.35 KVA 1.00 187.35 KVA 22.90 KVA (NOTE 1) X METERED DEMAND BASED CALCULATED LOAD: 210.25 KVA AMPERES AT 208V, 3 -PHASE 583.61 AMPS NOTE: SEE WAC 296 -46B- 901(15)0} FOR ADDITIONAL METERING REQUIREMENTS. * EXPLAIN HOW THE FACTOR WAS DERIVED FOR 30 -DAY DEMAND METERING SEASONAL - SEASONAL ADJUSTMENT FACTOR WAS COMPUTED BY APPLYING THE PERCENTAGE RATIO OF UTILITY METERED DEMAND LOAD AT THE TIME OF DESIGN & THE HIGHEST UTILITY METERED LOAD DURING THE 1` -YEAR PERIOD. OCCUPANCY - OCCUPANCY ADJUSTMENT FACTOR WAS DETERMINED TO BE 1.00 SINCE THE HOSPITAL IS EXPERIENCING NORMAL PATIENT VOLUMES. ALSO, A WORST CASE SEASONAL ADJUSTMENT WAS APPLIED. OTHER - OTHER CORRECTION FACTORS ARE NOT APPLICABLE. NOTE 1 - REFER TO PANEL F DEMAND CALCULATION WORKSHEETS. FOR NEW LOAD DETAIL. Duo M M V C0 06 CO ED 4 C � 3 w1 vi) Z O ta.. C Z (T) UJ ca. warnil J U w Z Z Ca; to CD W N ca..) NAG NO HEI NO DRAWN CHECKED DATE 121 -10017 10113 TW DF 9 -10 -2010 ANft Vg AND (?4,14 U ELECTRICAL ONE -LINE DIAGRAM 0 0, (L) 0 tnn .— c() (Th • .■• SHEET TITLE: _J MODALITY TYPE: LIGHTSPEED - on cf) 0 0 WASHINGTON Drawl ig ndex These sheets are a document set and should not be separated. Electrical information and references are contained on all sheets. SITE READINESS EQUIPVENT LAYOUT C1 Al (Equipment locations, heat loads, component weights, environmental specs) STRUCTURAL LAYOUT Si (Structural support/mounting locations for floor/wall/ceiling, wall support elevations) STRUCTURAL DETAILS (Floor and Ceiling loading information) ELECTRICAL LAYOUT S2 El (Contractor supplied wiring, interconnect methods, junction point locations and descriptions) ELECTRICAL SPECIFICATIONS E2 (maximum wiring run lengths, interconnect diagram, system power specifications) ELECTRICAL DETAILS EQUIPV1E\T DETAILS E3 D1 These equipment installation drawings indicate the placement and interconnection of the listed equipment components. These drawings are not construction or site preparation drawings. Customer remains ultimately responsible for preparing the site to accommodate the installation and operation of such equipment in compliance with GE Healthcare's written specifications and all applicable federal, state, and/or local requirements. REQUIREDHREFERENCE ' LigntSpccd P Preinstallation Manual 5262629 1.\, A mandatory component of this drawing set is the GE Healthcare Preinstallation manual Failure to reference the prei-nstattation manual- will result in incomplete documentation required for site design and preparation. Preinstallation documents for GE Healthcare products :can be accessed ,on the web at: www.gehealthcare.comisiteplanning Customer .Sit0.....iReadiness. Requirements .• • • Any deviation from these drawings must be communicated in writing to and reviewed by your local GE Healthcare Installation Project Manager prior to making changes. • Make arrangements for any rigging, special handling, or facility modifications that must be made to deliver the equipment to the installation site. If desired, your local GE Healthcare Installation Project Manager can supply a reference list of rigging contractors. • New construction requires the following; 1. Secure area for equipment, 2. Power for drills and other test equipment, 3. Capability for image analysis, 4. Restrooms. • Provide for refuse removal and disposal (e.g. crates, cartons, packing) • Contact a radiation physicist or consultant to specify radiation containment requirements. GE Equi.pment Delivery Roquirements.. • • The items on the GE Healthcare Site Readiness Checklist are REQUIRED to facilitate equipment delivery to the installation site. Equipment will not be delivered if these requirements are not satisfied. (-;- . , ck) I IE GEHC Global Order # : Customer GEHC PMI : FE / Installer The customer is responsible for proper site preparation regardless of any GEHC measurementsfinspections/assessments. Ins., .,-p-,, ■ 11 - k Comments If "N", enter comments or action plan 4: E _ GEM Minimum Requirements i I t g . _ I il2 4.• 0 a.) tal sd :w -- ( is FE Is item ready? 1 MR Magnet Derisory Requiremen ts: Ensure cryogen venting system is designed and installed with otjective evidence that it is compliant with the GEHC Pre-Installation IVIartual (PIPS') requirements, exhaust fan system is installed and operational, 480V power, and chilled water supply is available 24x7 that meets system cooling requirements External connectivity is available for magnet monitoring and phone service is available during delivery. 2 '`'' NIR RF %Men ROOM Requirements RF Screen Room is tested with objective evidence that it is compliant with GEHC specifications 3 Rite Drawing Requirements Final version of equipment installation drawings lincluding red lined versions) verified to match actual room and has been provided to installer. X-ray shielding plan and state acknowledgment letter provided to installer for AR, DC, NC, SC & WA. 4 Surfaces Penetration Requirements Customer/Contractor scheduled to provide required drilling or cutting into floors ceilings, and walls; OR surface penetration permit available and posted in the room when GEHC will perform the work. Delivery Route Requirements The equipment delivery route from the truck to the final destination within the facility has been reviewed with all key stakeholders to safely meet the minimum requirements for equipment access, and all communications/notifications have occurred. Arrangements have been made for special handling (elevator, rigging, floor protection, fork lift, rollback truck, etc). 6 Finished Room Requirements Rooms that will contain equipment including storage areas not in scan suite, are dust free. Provisions taken to maintain a dust free room. Precautions must be taken to prevent dust from entering rooms containing equipment when construction is incomplete in adjacent areas All walls primed (final coat not needed on Day 1). No contractor work being done during or after the installation that will cause dust in the installation areas or potential equipment damage. Room secu to prevent unauthorized access and theft has been discussed with customer. The customer is aware of these security issues, implications and responsibility. For Storage: Room must meet PIM requirements for storage. RECEIVED OCT 13 2010 PERMIT CENTER 7 Electrical Requirements Main Disconnect Panel (MDF') is installed and system power is available. Conduits, electrical cable ducting/dividers/cable trays, and access flooring is installed in proper location and height Surface floor duct and toad-sine wires can be installed at time of system installation. • 8 RUC Requirements The HVAC/CIiIHed Water systems designed to maintain the environment are running and appear to provide the desired environmental conditions (temperature and humidity) for system operation. • or •roptcle,„ 9 Flooring Requirements: Floor is clean and prepared for final floor covering. Floor levelness/flatness is measured and within tolerance, and there are no visible defects per GEHC specifications. CINty 1 0 Ceiling Requirements Unistrut (or equivalent) lineation, levelness and spacing is measured (or vendor confirmed) and consistent with the requirement of the •instaiiatio drawings. Ceiling grid is installed. Permanent lighting is installed and operational. liVAC diffusers are installed and connected to ductwork. Ceiling tiles installed per PM; discretion. This drawing is based on Sketch No.: PROJECT REVISION 102357 00 DATE: 08-13-10 DRAWN BY: TMS CHECKED BY: JGA REVISION HISTORY: GE EQUIPMENT LISTING EQUIPMENT ON ORDER FROM GE HEALTHCARE, INSTALLED BY GE HEALTHCARE, PER : NEITHER A QUOTE OR GON WAS ISSUED AT THE DATE OF THESE DRAWINGS NOTE: LOCAL CONDITIONS MAY DICTATE THAT ITEMS IDENTIFIED IN THIS CATEGORY BE INSTALLED BY OTHERS. EQUIPMENT CROSS REFERENCE CHART ITEM NO. O 0 0 0 0 0 QUANTITY ORDERED REFER TO SHEET °D° P = PREAPPROVAL sosme C PENDING APPROVAL STATUS S = SPECIFICATIONS ONLY ITEM DESCRIPTION (* = EXISTING /REINSTALL) WEIGHT HEAT OUTPUT (PER HOUR) DETAIL NO. POWER DISTRIBUTION UNIT OPERATOR'S CONSOLE / COMPUTER ,K OPERATOR'S CHAIR m STORAGE CABINET (EMPTY CABINET WEIGHT> CT LIghtSpeed Plus see PATIENT TABLE 'WITH EXTENDED TABLE TOP, 800 tbs 493 tbs 90 tbs 311.9 tbs 736 l bs 3412 btu 8631 btu 24402 btu 662 btu 37996L B7858A M33005 B7996MP B7 996 ME B7996MC B7996ML 87996ME 37996MF B7996MG STRC •ELEC PLAN PLAN PM OC B79 96M CTT THE FOLLOWING ITEMS, WHICH HAVE BEEN ORDERED FROM GE HEALTHCARE, ARE TO BE INSTALLED BY THE CUSTOMER OR HIS CONTRACTOR. MAIN DISCONNECT CONTROL CAT NO. E4502AB CIF A UPS IS NOT DR WILL NOT BE ORDERED, THE E4502AD CAN BE USED.> 90 tics Al (-SCALE: 1 /4" EQUIPMENT LAYOUT This equipment layout Indicates the placement and interconnection of the rndlcated equipment com vnents. There may be federal, state, and/or l ocal re ulrements that could impact the e P lacement of these components. It remains the Customer's responsibility for ensuring the site and final equipment p lacernent complies with all applicable federal, state, and/or local requirements. EXISTING CEILING HEIGHT = 9 "— NOTE; EQUIPMENT SHOWN ON DRAWING 15 BEING RELOCATED/ REINSTALLED FROM ANOTHER LOCATION. ALL EQUIPMENT MUST BE VERIFIED FOR ACCURACY BY GE PMI OR FIELD ENGINEER. 23' 1 " 20' -10" 7 — 6' -4" 62 66 J J 66 C CT EXAM ROOM I—1 C J 63 81 1 Tf A 0 14 J J 11 tO 12' -8" Octet no.: 5503732, Drawn by: TANYA SELMO GE InetallatTan Project Manager: MIKE NOWAK Telephone no.: 888-470-4633 ANCILLARY ITEMS CUSTOMER CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM NO. D ITEM DESCRIPTION (* INDICATES EXISTING) 60 ED 65 m s LEAD GLASS WINDOW COUNTER TOP WITH SINK AND BASE CABINETS sK COUNTER TOP WITH BASE CABINETS sK COUNTER TOP WITH BASE AND WALL CABINETS sic COUNTER TOP FOR EQUIPMENT— PROVIDE GROMMETED OPENINGS AS REQUIRED TO ROUTE INTERCONNECT CABLES TO RACEWAY BELOW COUNTERTOP. X —RAY ON WARNING LIGHT — AVAILABLE FROM GE SUPPLY CALL' BOO -2O0 -9760 GE CAT, NO. WXIABWW-- OF—XIU MINIMUM DOOR OPENING FOR EQUIPMENT DELIVERY IS 44 I N. W x 83 I N. H C 1 1.18rom x 2108mm7 CONTINGENT ON A 96 IN. C2438mm7 CORRIDOR WIDTH DOOR LIMIT SWITCH (REQUIRED IN SOUTH CAROLINA, OTHERWISE NEEDED ONLY IF REQUIRED BY STATE /LOCAL CODES> THE FOLLOWING ITEMS ARE AVAILABLE FROM GE HEALTHCARE TECHNOLOGIES. CONTACT YOUR LOCAL GE HEALTHCARE SERVICE REPRESENTATIVE FOR PRICING AND AVAILABILITY. X —RAY RDDM WARNING LIGHT CONTROL PANEL REFERENCE JUNCTION, POINT ' WLC' ON SHEET 'El' FOR DETAILED DESCRIPTION — E4502RL FOR WARNING LIGHT CONTROL ONLY. ( GENERAL SPECIFICATIONS o THE REQUIRED CEILING HEIGHT INDICATED ON THESE PLANS IS TO ENSURE EQUIPMENT FUNCTION IS NOT INHIBITED. CONSULT WITH YOUR LOCAL GEHC INSTALLATION SPECIALIST REGARDING ACCEPTABILITY OF OTHER CEILING HEIGHTS. o CHECK ALL DOOR OPENINGS AND HALLWAYS FROM DELIVERY LOCATION TO WHERE EQUIPMENT IS TO BE INSTALLED TO ENSURE THE ROUTE PHYSICALLY AND STRUCTURALLY WILL ACCOMODATE THE EQUIPMENT AS SHIPPED. o RADIATION PROTECTION REQUIREMENTS ARE NOT INDICATED ON THIS PLAN. WHERE NEEDED PER NATIONAL OR LOCAL CODE THEY SHALL BE SPECIFIED BY A QUALIFIED RADIOLOGICAL PHYSICIST. o THE DEVELOPMENT OF THE EQUIPMENT LAYOUT, ROOM DIMENSIONS, MECHANICAL AND ELECTRICAL SUGGESTIONS 15 PREDICATED UPON THE BEST INFORMATION OBTAINABLE FROM THE SITE, COUPLED WITH THE CUSTOMER'S KNOWN DESIRES. ARCHITECTURAL OR ELECTRICAL CHANGES INCLUDING RELOCATION OF EQUIPMENT ILLUSTRATED ON THIS DRAWING IS ALLOWED ONLY WITH NOTIFICATION. IN WRITING, AND REVIEW BY GEHC SERVICE DEPARTMENT. EQUIPMENT OPERATION, SERVICEABILITY, AND RESTRICTING CABLE LENGTHS. ETC., MAKE THIS ESSENTIAL FOR A PROPER INSTALLATION. GEHC RESERVES THE RIGHT TD MAKE ON THE JOB CHANGES BECAUSE OF CUSTOMER REQUIREMENTS AND /OR OBSTACLES IN CONSTRUCTION. ETC.. o ALL WORK TO BE IN COMPLIANCE WITH NATIONAL AND LOCAL BUILDING SAFETY CODES. DIMENSIONS ARE TO FINISHED SURFACES OF ROOM SITE ENVIRONMENT SPECIFICATIONS o AMBIENT OPERATING TEMPERATURE, 64 TO 79' F. Cie TO 26' C} MAXIMUM ALLOWABLE TEMPERATURE 5 CHANGE C }OF 5' F (3' C) /HOUR, MAXIMUM ROOM a HUMIDITY: 30 TO 600 PERCENT( NON— CONDENSING, MAXIMUM ALLOWABLE CHANGE OF 5 PERCENT/HOUR. o ALTITUDE: NOT TO EXCEED 7875 FT. (2400M) ABOVE SEA LEVEL. o THE ENVIRONMENT FOR THE ELECTRONICS CABINET MUST BE CONTROLLED SO THE ABOVE RESTRICTIONS ARE NOT EXCEEDED. o DO NOT RESTRICT THE AIR INTAKE OR AIR EXHAUST OF THE SYSTEM COMPONENTS. o ENVIRONMENTAL CONDITIONS LISTED ABOVE MUST BE MAINTAINED AT ALL TIMES INCLUDING FOR EXAMPLE OVERNIGHT, WEEKENDS, AND HOLIDAYS.. I MAGNETIC INTERFERENCE SPECIFICATIONS CT GANTRY MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN ONE GAUSS TO GUARANTEE SPECIFIED IMAGING PERFORMANCE, AMBIENT AC MAGNEITC FIELDS MUST BE BELOW 0.01 GAUSS PEAK. CT COMPUTER EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO GUARANTEE DATA INTEGRITY. MULTIFORMAT CAMERA EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN THREE GAUSS TO OBTAIN SPECIFIED GEOMETRIC UNEARITY. CT CONSOLE EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. Or letierbeiVet 0 14 RECEIVED OCT 13 2010 PERMIT CENTER THIS SHEET IS PART OF THE DOCUMENT SET USTED ON SHEET C1 AND SHOULD NOT BE SEPARATED z t c 0 N 0 cc 0 -J U z 0 0 con LLJ z o > LJ (T) z 1I LLI cr § Z 0 w ca. IrO JECT 102357 REVISION 00 DATE: 08-13-10 DRAWN BY: TMS CHECKED BY: JGA \t‘tilkilittste REVISION HISTORY: TYPICAL WALL SUPPORT ELEVATIONS (SCALE: 1 /4' STRUCTURAL LAYOUT EXISTING CEILING HEIGHT = s' -4" /4— 4'-8" — tp- 0 CT EXAM ROOM G I 0, CONTROL ROOM. bk0 Drawn by: TANYA SELMO 0 GE Installation Project Manager: MIKE NOWAK Telephone no.: 8B8 -470 -4853 ctel no.: 5603732 STRUCTURAL SUPPORT METHODS CUSTOMER /CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM. NO. ITEM DESCRIPTION (* INDICATES EXISTING) El LEVELING AREA FOR GANTRY AND TABLE SEE DETAIL 879 -96M ON SHEET S2, CT - LIGHTSPEED 16 Seismic Zone ANCHORING HARDWARE CWHERE APPLICABLE> CGANTRY> ANCHORS = HI (ti KB3 CGANTRY> Steel Inserts = P -1 CTABLE> ANCHORS = HI It, KB3 CTABLE> Steel Inserts = P -11 C PDU> ANCHORS = H I l t I KB3 - C CONTROL> ANCHORS = Hi It I KB ALL ANCHORS TO INCLUDE 1 FLA ALL BOLTS TO INCLUDE 2 FLATW 1 NUT. ALL BRACKETS ARE SHIPPED WIT - 5/8 x 10 In. <4 ea. > 1/1.6 x 1 x 2. 5 In. C4 ea. > - 5/8 >c 10 In. <4 ea. > /16 x 1 x 2. 5 In. C4 ea, > 3/8 x 3. 75 In. <4 ea. > 3 - 3/8 x 3. 75 In. <4 ea. > TWASHER. ASHERS, 1 LOCKWASHER AND H GE EQUIPMENT. STRUCTURAL NOTES ALL STEEL WORK AND PARTS NECESSARY TO SUPPORT CEILING MOUNTED EQUIPMENT IS TO BE SUPPLIED BY THE CUSTOMER DR HIS CONTRACTORS. • METHODS OF SUPPORT FOR THE STEELWORK THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE CONSTRUCTION SHOULD BE FAVORED. DO NOT USE CONCRETE OR MASONRY ANCHORS IN DIRECT TENSION. o ALL UNITS THAT ARE WALL MOUNTED OR WALL SUPPORTED ARE TO BE PROVIDED WITH SUPPORTS WHERE NECESSARY_ WALL SUPPORTS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER OR HIS CONTRACTORS_ SEE PLAN AND DETAIL SHEETS FOR SUGGESTED LOCATIONS AND MOUNTING HOLE LOCATIONS. o OR L NO O ET ND RE AR 1 � ETC. TO MOUNTED, CEILING EXTEND THAN 1/4 BEL SPRINKLERS, FINISHED o FLOOR SLABS ON WHICH EQUIPMENT IS TO BE INSTALLED MUST BE LEVEL TO 1/8" in 10' -0" DIMENSIONS ARE TO FINISHED SURFACES OF RDDM. o CUSTOMERS CONTRACTOR MUST PROVIDE ALL PENETRATIONS IN POST TENSION FLOORS. a CUSTOMERS CONTRACTOR MUST PROVIDE AND INSTALL ANY NON - STANDARD ANCHORING. DOCUMENTS FOR STANDARD ANCHORING METHODS ARE INCLUDED WITH GE EQUIPMENT DRAWINGS FOR GEOGRAPHIC AREAS THAT REQUIRE SUCH DOCUMENTATION. o CUSTOMERS CONTRACTOR MUST PROVIDE AND INSTALL HARDWARE FOR "THROUGH THE FLOOR- ANCHORING AND /OR ANY BRACING UNDER ACCESS. FLOORS. THIS CONTRACTOR MUST ALSO PROVIDE FLOOR DRILLING THAT CANNOT BE COMPLETED BECAUSE OF AN OBSTRUCTION ENCOUNTERED WHILE DRILLING BY THE GE INSTALLER SUCH AS REBAR ETC. o IT IS 111E CUSTOMER'S RESPONSIBILITY TO PERFORM ANY FLOOR OR WALL PENETRATIONS THAT MAY BE REQUIRED. THE CUSTOMER IS ALSO RESPONSIBLE FOR ENSURING THAT NO SUBSURFACE UTILITIES (E.G., ELECTRICAL OR ANY OTHER FORM OF WIRING, CONDUITS, PIPING, DUCT WORK OR STRUCTURAL SUPPORTS (I.E. POST TENSION CABLES OR REBAR)) WILL INTERFERE OR COME IN CONTACT WITH SUBSURFACE PENETRATION OPERATIONS (E.G. DRILUNG AND INSTALLATION OF ANCHORS /SCREWS) PERFORMED DURING THE INSTALLATION PROCESS. TO ENSURE WORKER SAFETY, GE INSTALLERS WILL PERFORM SURFACE PENETRATION OPERATIONS ONLY AFTER THE CUSTOMER'S VALIDATION AND COMPLETION OF THE "GE SURFACE PENETRATION PERMIT" For 1?-44,erierc.c, RECEIVED OCT 132010 PERMIT CENTER rl) 0 a) U 07 V J 1_ a2 So W41Zocz6e, E5 zo I.TziErIF21e8z ) Fwd- crY� pn � ;21 sw0' d > :!) 85 mQ s =F Q E e8 R 2 cn ) —J U z 0 n 0 cv LLJ CL z VIII (T) O/ (-'--I <C o J _ U a a 0 PROJECT REVISION 102357 00 DATE: 08-13-10 DRAWN BY: TMS CHECKED BY: JGA THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD ,NOT BE SEPARATED CT GANTRY AND TABLE ANCHOR /LEVELING B79-96M REV_ DATE: 02 /10/05 35.0" [889mm] x 16.0" [406mm] CENTER OF GRAVITY FOR GANTRY - 40.0" [ 102 mm j ABOVE FLOOR. CENTER OF GRAVITY 73.74" [1873mm] 36.87" [937mm] r- 19.62 "I [ 49J8m I ] 1` I 5.19" [132mm LEVELING PADS WITH 1/2" (13rnm) ANCHOR BOLTS. FOR TALE -- 31.55" 801 mmj ABOVE FLOOR. 6.70" [ 170mrrr] LEVELING PADS ONLY FLOOR VIBRATION THE CT EQUIPMENT MAY BE SENSITIVE TO VIBRATION IN THE FREQUENCY RANGE OF 0.5 TO 20 HZ DEPENDING ON THE AMPLITUDE OF THE VIBRATION. IT IS THE CUSTOMERS RESPONSIBLITY TO CONTRACT A VIBRATION CONSULTANT OR QUALIFIED ENGINEER TO IMPLEMENT DESIGN MODIFICATIONS TO MEET THE SPECIFIC LIMITS. HOWEVER, IT IS ULTIMATELY THE CUSTOMER/ ARCHITECT /ENGINEER RESPONSIBILITY TO DESIGN THE SITE SOLUTION. STEADY STATE VIBRATION THE MAXIMUM STEADY STATE VIBRATION TRANSMITTED THROUGH THE FLOOR SHOULD NOT EXCEED 10-3 M /S2 RMS MAXIMUM SINGLE FREQUENCY ABOVE AMIENT BASELINE FROM 0.5 TO 80 HZ (MEASURED IN ANY 1 HOUR DURING A NORMAL OPERATING PERIOD). TRANSIENT VIBRATION THE BEHAVIORAL CHARACTERISTICS MUST BE SUCH THAT ANY MEASUREABLE TRANSIENT DISTURBANCE MUST ALSO BE MINIMIZED TO LESS THAN 0.01 M /S2 PEAK —TO —PEAK. EQUIPMENT LOCATION TO MINIMIZE THE INTERFERENCE, THE SYSTEM SHOULD BE PLACED ON A SOLID FLOOR, LOCATED AS FAR AS POSSIBLE FROM THE VIBRATION SOURCES, SUCH AS PARKING LOTS, ROADWAYS, SUBWAYS, TRAINS, HALLWAYS, ELEVATORS, AND HOSPITAL PHYSICAL PLANTS. PLEASE NOTE THAT OTHER ITEMS NOT LISTED COULD ALSO BE POTENTIAL SOURCES OF VIBRATION. 1 17.12" [435mm] 7 ANCHOR ASSEMBLY 2.5" [63.5rnmj DIAMETER LEVELING PAD DETAIL NOT TO SCALE a 1 ■1 wi ®(zi EDGE OF GANTRY BASE FRAME 38.92" [989mm] 47.35" [1203mm] LEVELING PADS WITH 1/2" [13rnm] ANCHOR BOLTS. 7.28" [185rnrn] 4.25" [ 1 O8mm] ttOU77 For 114-44+wre Ofr\s( RECEIVED OCT 13 2010 PERMIT CENTER \[ THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED r !cc') J LLJ U w J F- w Cil 2 MODAUTY TYPE: LIGHTSPEED No.: 10MTN025 This drawing is based cn N 0 v 0, e 0 Y 7 0 J U o n (f)W� • W z O � Li] V o / o PROJECT TIRE: PROJECT TUKWILA, WASHINGTON REVISION DATE: 08 -13 -10 DRAWN BY: TMS CHECKED BY: JGA °144tilftifietisitississomesszeissemE1 REVISION HISTORY: /SCALE: 1 /4" = 1' -O" FINISHED CEILING FINISHED FLO ELECTRICAL PLAN EXISTING CEILING HEIGHT = 9' 91""'■ 10'° x 3 1/2' SURFACE FLOOR DUCT WITH MINIMUM 2 DIVIDERS 0•-9• 10"x31/2" SURFACE WALL DUCT WITH MINIMUM 2 DIVIDERS FINISHED CEILING 0' —9„ FINISH1 FLOO 10 "x31/2" SURFACE WALL DUCT WITH MINIMUM 2 DIVIDERS 2' -0" Fl NISHED CEILIN DLK1 FINISHED FLOO T.B.D \i/ CONDUITS REQUIRED FOR BASE SYSTEM (CONDUITS ARE LOCATED ABOVE CEILING) POWER SUPPLY VOLTAGE RUN LENGTH 350 -410 T/6II tD I :405 -475 423-447 442-518 %/ OC 380 —H �X 460 10" x 3 1/2" SURFACE WALL DUCT WITH MINIMUM 2 DIVIDERS 0. -9,. FINISHED CEILING FINISHED FLOOR 10" x 3 1/2" SURFACE WALL DUCT WITH MINIMUM 2 DIVIDERS FEEDER TABLE — CT LlghtSPeed o CALCULATIONS BASED UPON NOMINAL VOLTAGE, WIRE SIZE IN AWG. o RECOMMENDED FEEDER SIZES FROM DISTRIBUTION TRANS. TO POWER DISTRIBUTION UNIT. o THE GROUNDING CONDUCTOR ( ) WILL BE A 1 /D. MINI Uri. THIS GROUND WILL RUN FROM THE EQUIPMENT BACK 10 THE POWER. 5OUIC /MAIN GROUNDING POINT AND ALWAYS TRAVEL IN THE SAME CONDUIT WITH THE FEEDERS D NEUTRAL. o NEUTRAL MUST BE TERMINATED PRIOR TO OR INSIDE THE MAIN DISCONNECT PANEL AND NOT BROUGHT INTO THE POWER DISTRIBUTION UNIT. o FOR A FULL SYSTEM UPS REFER TO ELECTRICAL DETAILS FOR UPS FEEDER WIRES. CONDUITS REQUIRED FOR BASE SYSTEM (CONDUITS ARE LOCATED ABOVE CEILING) POWER SUPPLY VOLTAGE RUN LENGTH 350 -410 36B -432 388 -454 :405 -475 423-447 442-518 IN FEET 380 400 420 440 460 4- TO FEEDER .lIH JND Al GROUND FEEDER D RDUIIJ. FEEDER DRWI 1D FEEDEff GRDUPE FEEfEI MOUND FEEDER 50 1 (1/0) 1 (1/0) 2.., (1/0) ` 2 (1/0) 3 (1/0) 3 (1/0) 1OD 1 (1 /0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 15D 1 (1/0) 1 (1/0) 2 ' (1/0) 2 (1/a) 3 (1/0) 3 WO) 200 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) .3 (1/0) 3 (1/0) 250 1/0 (1/0) 1 (1/0) 1 (1/0) 2 (1 /0) 2 (1/0) 2 (1/0) 300 2/O (2/0) 1/0 (1/0) 1/0 (1 /0) 1 (1/0) 1 (1/0) 2 (1 /0) 350 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 WO) 1 (1/0) 1 (1/0) 400 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1 /0) 1 (1/0) REV. DATE: 02/10/09 PLEASE SEE BELOW FOR ADDITIONAL REQUIRED CONDUIT RUNS AND SIZES. NOTE: CABLE LENGTHS LISTED MAY DIFFER FROM WHAT IS INCLUDED WITH REINSTALLED SYSTEM. CONTACT THE LOCAL FIELD ENGINEER FOR ACTUAL LENGTHS TO BE DELIVERED. ADDITIONAL CONDUIT RUNS FOR ALL LIGHTSPEED, DISCOVERY, BRIGHTSPEED, OPTIMA SYSTEMS AND THE HISPEED QX /i (BY CONTRACTOR) CONDUITS REQUIRED FOR BASE SYSTEM (CONDUITS ARE LOCATED ABOVE CEILING) le DATE 08/03/1D WL TO WLC ONE 1/2" CND. WLC TO PM ONE 1/2" CND. PM TO Al ONE CND. AS REQ'D Al TO KO ONE 1/2" CND. Al TO FEEDER ONE CND. AS REQ'D WLC TOli &FRO CND. AS REQ'D DLK1 TO PM ONE 1/2" CND. NOTE' SEE E2 PAGE FOR MAXIMUM RUN LENGTHS JUNCTION POINT NOTES O ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY CUSTOMERS ELECTRICAL CONTRACTOR. o CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS o CONDUITS AND DUCT ABOVE CEIUNG OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. o CEIUNG MOUNTED JUNCTION BOXES ILLUSTRATED ON THIS PLAN MUST BE INSTALLED FLUSH WITH FINISHED CEIUNG. ALL DUCTWORK MUST MEET THE FOLLOWING REQUIREMENTS: 1. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABLE, ACCESSIBLE COVERS. 2, DUCTWORK SHALL BE CERTIFIED /RATED FOR ELECTRICAL POWER PURPOSES. 3. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. 4_ PVC AS A SUBSTITUTE MUST RE USED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. ALL OPENINGS IN ACCESS FLOORING ARE TO 6E CUT OUT AND FINISHED OFF WITH GROMMET MATERIAL BY THE CUSTOMERS CONTRACTOR. o GENERAL CONTRACTOR TO INSERT PULL CORDS FOR ALL CABLE RUN CONDUITS BETWEEN THE EQUIPMENT ROOM AND THE OPERATORS CONTROL ROOM. 0 10 FOOT PIGTAILS AT ALL JUNCTION POINTS. O ALL WIRING, MUST BE THHN OR TFFN STRANDED COPPER THERMOPLASTIC 600 VOLT OR EQUIVALENT INSULATION. ALUMINUM OR SOLID WIRES ARE NOT AVOWED. o GROUNDING IS CRITICAL TO EQUIPMENT FUNCTION AND PATIENT SAFETY. SITE MUST CONFORM TO WIRING SPECIFICATIONS SHOWN ON THIS PLAN; DUCT HATCHING LEGEND, U.-- /J ABOVE CEILING DUCT UNDER FLOOR DUCT k ..... 1 TRENCH DUCT (FLUSH FLOOR) SURFACE FLOOR DUCT ABOVE CEILING CONDUIT - - - - - -- BELOW FLOOR CONDUIT CT EXAM ROOM ;rn 6) -4" CONTROL ROOM / ELECTRICAL OUTLET LEGEND ' CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS. HEIGHT ABOVE FLOOR DETERMINED BY LOCAL. CODES UNLESS OTHERWISE SPECIFIED. L DEDICATED TELEPHONE LINE(S) (SEE ELECTRICAL DETAIL ELEC -1 OR Eb C-87) NETWORK CUTLET (SEE ELECTRICAL DETAILS .ELEC B3 AND ELEC -54 OR ELEC -87) J 10" x 3 1/2" SURFACE FLOOR DUCT WITH MINIMUM 2 DIVIDERS 0 is a 10" x 3 1/2" SURFACE WALL DUCT WITH MINIMUM 2. DIVIDERS bk.0%' 11 1 Drawn by: TANYA. SELMO GE Installation Project Manager: MIKE NOWAK Telephone no BBB- 470 -4853 Octel na.: 5603732 JUNCTION POINT DESCRIPTIONS 1 0 POINT THE FOLLOWING MATERIALS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER'S ELECTRICAL CONTRACTOR DESCRIPTION QTY. HARDWARE DETAIL NO., 511. E3 Al. CTT DLK1 OC PM SE0 WL WLC MAIN DISCONNECT CT SCANNER DOOR SWITCH <NEEDED ONLY IF REQUIRED BY STATE/ LOCAL CODES) OPERATORS CONSOLE POWER DISTRIBUTION UNIT EMERGENCY OFF WARNING LIGHT WARNING LIGHT CONTROLLER *AVAILABLE FROM GEHC, CALL. 900 -558 -5102 OR LOCAL GE INSTALLATION PROJECT MGR. 1. 1. 1. 2 1 2 1. 1. 1 1. 1 PANEL — INCLUDED IN ORDER 40 IN. OF GROMMET MATERIAL ROOM DOOR INTERLOCK LIMIT SWITCH IN FRAME — NORMALLY OPEN C24V) SINGLE GANG BOX 12 IN. OF GROMMET MATERIAL FOR A 3 X 3 IN. OPENING IN DUCT COVER SPLIT COVERPLATE 12 IN. OF GROMMET MATERIAL FOR A 3 X 3 IN. OPENING IN DUCT COVER 2 IN. 90 DEGREE CONNECTOR 6 FT. LENGTH OF 2 1/2 IN. FLEXIBLE METAL CONDUIT SUITABLE CONNECTORS 12 X 16 X 4 IN. BOX 6 FT. LENGTH OF 1/2 IN. FLEXIBLE METAL CONDUIT SINGLE GANG 2 1/2 IN. DEEP FLUSH MOUNTED 'JUNCTION BOX. 'X—RAY ON' INCANDESCENT LIGHT FIXTURE DO NOT USE FLUORESCENT FIXTURES GE CAT. NO. WXIABWW— OF —XIU E4502RL WARNING LIGHT CONTROL OR EQUIVALENT MAX 24V CONTROLLER ELEC -35 ELEC -14 ELEC -5 ELEC -6 ELEC -5 ELEC -22 ELEC -6 ELEC -16 ELEC -72 CONTRACTOR SUPPLIED AND iNSTALLED WIRING ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUN, FROM — TO QUANTITY, WIRE SIZE /COLOR AL > SED AL > PDU 480 —V > Al WLC > 1 PHASE PM > WLC WL > WLC PM > DLK1 1 —NO. 14 BLACK, 1 —NO. 14 WHITE, 1 —NO. 14 GREEN 3— BLACK, 1 GREEN — REFER TO FEEDER TABLE 3 BLACK, 1 WHITE, 1 GREEN — REFER TO FEEDER TABLE 1—NO. 14 BLACK, 1 —NO. 14 WHITE, 1—NO. 14 BLACK, 1 —NO. 14 WHITE, 2 —NO. 14 BLACK, 1 —NO. 14 RED, 1 —NO. 14 GREEN 1 —NO. 14 GREEN 1 —NO. 14 WHITE, 1 —NO. 14 BLACK, 1 —NO. 14 WHITE, 1 —NO. 14 GREEN ‘F or .Vetercrc.t, OIP\%( • RECEIVED OCT 13 2010 PERMIT CENTER THIS SHEET IS PART OF THE DOCUMENT SET USTED ON SHEET C1 AND SHOULD NOT BE SEPARATED based on Sketch No.: 10MTN025 0 VI '( -) I. l: U LLJ LLJ J 1= \k- ,11".W MODALITY TYPE: LIGHTSPEED PLUS 0 V CIS N V Cn t) (!) U Q) (1) 0 J ROOM NO. SC W TUKWILA, WASHINGTON PROJECT REVISION 102357 00 DATE: 08 -13 -10 DRAWN BY: TMS CHECKED BY: JGA REVISION HISTORY: --N\ INTERCONNECT DIAGRAM 60' [18.3M] (75' [22.86M] — LONG CABLE OPTION) 1 PHASE POWER Ex) 60' [18.3M] (75' [22.86M] — LONG CABLE OPTION) 20' [6iM] (55' [16.76M] — LONG CABLE OPTION) 3 PHASE POWER (REFER TO FEEDER SIZE CHART) bk0 1 POWER SPECIFICATIONS VOLTAG E TABLE A ALLOWABLE INPUT VOLTAGES/ CURRENT DEMAND PHASE — BALANCE. POWER DEMAND TABLE B MAXIMUM MOM ENTARY POWER DEMAND. CT LightSpeed (REV. DATE 02/10/09 PRIMARY SOURCE IS REQUIRED FOR ALL INSTALLATIONS. RANGE OF LINE VOLTAGES: NOMINAL LINE VOLTAGE OF 380 TO 480, 3 PHASE, 50 DR 60 Hz. REQUIRED POWER SUPPLY: WYE CONNECTED MAXIMUM DAILY VOLTAGE VARIATION MUST FALL WITHIN ONE OF THE RANGES IN TABLE A. NOMINAL VOLTAGE ABSOLUTE RANGE CURRENT (AMPS) MINIMUM STANDARD OPROTECRENT PROTECTION MOMENTARY CONTINUOUS 380 350 -410 137 30 110 —A 400 368 -432 130 29 110 —A 420 386 -454 125 28 100 —A 440 405 -475 118 26 100 —A 460 423 -497 113 25 90 —A 480 442 -518 108 24 90 —A (ALL CALCULATIONS BASED UPON NOMINAL VOLTAGE) PHASE —TO —PHASE VOLTAGES MUST BE WITHIN +2 PERCENT OF THE LOWEST PHASE —TO —PHASE VOLTAGE. MAXIMUM ALLOWABLE TRANSIENT VOLTAGE EXCURSIONS ARE 2.5 PERCENT OF RATED LINE VOLTAGE AT A MAXIMUM DURATION OF 1 CYCLE AND FREQUENCY OF 10 TIMES PER HOUR. VOLTAGE TRANSIENT OR IMPULSE ON THE INCOMING POWER MUST BE HELD TO A MINIMUM. TRANSIENTS CAUSE BY LIGHTNING SURGES LOAD SWITCHING STATIC ELECTRICITYPETC. CAN CAUSE INC THE BO TS OEi UEXTREME INSTANCES, COMPONENT FAILURE CONTINUOUS POWER DEMAND = 20 KVA (MAX DEMAND = 90 KVA) DEMAND CT HiSpeed kVa * POWER FACTOR AT 90 0.85 * DEMAND INCLUDES POWER FOR ENTIRE CT SYSTEM. LINE VOLTAGE REGULATION AT MAXIMUM POWER DEMAND MUST BE LESS THAN OR EQUAL TO 6 PERCENT. DISTRIBUTION FOR A SINGLE UNIT INSTALLATION, THE MINIMUM TRANSFORMER SIZE IS 112.5 KVA. GE DOES NOT RECOMMEND USING A REGULATION DEVICE. NOTE: THE CT SYSTEM MUST NOT BE POWERED IN A MULTIPLE INSTALLATION WHERE FILM CHANGERS ARE USED. FILM CHANGERS UTILIZE A LARGE NUMBER OF HIGH POWERED CLOSELY SPACED EXPOSURES WHICH MAY COINCIDE WITH THE CT SCAN. TRANSFORMER ELECTRICAL NOTES NOTE 1: ALL WIRES SPECIFIED SHALL BE COPPER STRANDED, FLEXIBLE, THERMO— PLASTIC, COLOR CODED. CUT 10 FOOT LONG AT OUTLET BOXES, DUCT TERMINATION POINTS OR STUBBED CONDUIT ENDS. ALL CONDUCTORS, POWER, SIGNAL AND GROUND, MUST BE RUN IN A CONDUIT OR DUCT SYSTEM. ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUNS MUST BE CONTINUOUS COPPER STRANDED AND FREE FROM SPLICES. ALUMINUM OR SOLID WIRES ARE NOT ALLOWED. NOTE 2: WIRE SIZES GIVEN ARE FOR USE OF EQUIPMENT. LARGER SIZES MAY BE REQUIRED BY LOCAL CODES. NOTE 3: IT IS RECOMMENDED THAT ALL WIRES BE COLOR CODED, AS REQUIRED IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 4: CONDUIT SIZES SHALL BE VERIFIED BY THE ARCHITECT, ELECTRICAL ENGINEER OR CONTRACTOR. IN ACCORDANCE WITH LOCAL OR NATIONAL CODES. NOTE 5: CONVENIENCE OUTLETS ARE NOT ILLUSTRATED. THEIR NUMBER AND LOCATION ARE TO BE SPECIFIED BY OTHERS. LOCATE AT LEAST ONE CONVENIENCE OUTLET CLOSE TO THE SYSTEM CONTROL, THE POWER DISTRITBUTION UNIT AND ONE ON EACH WALL OF THE PROCEDURE ROOM. USE HOSPITAL APPROVED OUTLET OR EQUIVALENT. NOTE 6: GENERAL ROOM ILLUMINATION 15 NOT ILLUSTRATED. CAUTION SHOULD BE TAKEN TO AVOID EXCESSIVE HEAT FROM OVERHEAD SPOTLIGHTS. DAMAGE GAN OCCUR TO CEILING MOUNTING COMPONENTS AND WIRING IF HIGH WATTAGE BULBS ARE USED. RECOMMEND LOW WATTAGE BULBS NO HIGHER THAN 75 WATTS AND USE DIMMER CONTROLS (EXCEPT MR). DO NOT MOUNT LIGHTS DIRECTLY ABOVE AREAS WHERE CEILING MOUNTED ACCESSORIES WILL BE PARKED. NOTE 7: ROUTING OF CABLE DUCTWORK, CONDUITS, ETC., MUST RUN DIRECT AS POSSIBLE OTHERWISE MAY RESULT IN THE NEED FOR GREATER THAN STANDARD CABLE LENGTHS (REFER TO THE INTERCONNECTION DIAGRAM FOR MAXIMUM USABLE LENGTHS POINT TO POINT). NOTE 8: CONDUIT TURNS TO HAVE LARGE, SWEEPING BENDS WITH MINIMUM RADIUS IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 9: A SPECIAL GROUNDING SYSTEM IS REQUIRED IN ALL PROCEDURE ROOMS BY SOME NATIONAL AND LOCAL CODES. IT I5 RECOMMENDED IN AREAS WHERE PATIENTS MIGHT BE EXAMINED OR TREATED UNDER PRESENT, FUTURE, OR EMERGENCY CONDITIONS. CONSULT THE GOVERNING ELECTRICAL CODE AND CONFER WITH APPROPRIATE CUSTOMER ADMINISTRATIVE PERSONNEL TO DETERMINE THE AREAS REQUIRING THIS TYPE OF GROUNDING SYSTEM. NOTE 10: THE MAXIMUM POINT TO POINT DISTANCES ILLUSTRATED ON THIS DRAWING MUST NOT BE EXCEEDED. NOTE 11: PHYSICAL CONNECTION OF PRIMARY POWER TO GE EQUIPMENT IS TO BE MADE BY CUSTOMERS ELECTRICAL CONTRACTOR WITH THE SUPERVISION OF A GE REPRESENTATIVE. THE GE REPRESENTATIVE WOULD BE REQUIRED TO IDENTIFY THE PHYSICAL CONNECTION LOCATION, AND INSURE PROPER HANDLING OF GE EQUIPMENT. RECEIVED OCT 13 2010 PERMIT CENTER r all.geschertYVG O1y DIAGRAM KEY — CUSTOMER /CONTRACTOR SUPPLIED WIRING. ROUTE IN ADEQUATE CONDUIT OR RACEWAY. GE FURNISHED CABLE RUNS. ROUTE IN EMPTY CONDUIT OR RACEWAY. [IBM] MAXIMUM RUN LENGTH BETWEEN JUNCTION POINTS. Feet [Meters] THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED w 01 cn a) 0 a) 0) c 0 O 1 c 0, 3 Cr) 0 L.� U L.LJ Q U L.LJ SHEET TITLE: MODALITY TYPE: LIGHTSPEED P PROJECT REVISION 102357 00 DATE: 08 -13 -10 DRAWN BY: TMS CHECKED BY: JGA REVISION HISTORY: J SHEET ELECTRICAL DETAIL WARNING LIGHT DIAGRAM ELEC -72 REV. DATE: 05/14/09 GE X -RAY ON SIGNAL MAXIMUM 24 -VAC E4502RL X -RAY ROOM WARNING LIGHT CONTROL PANEL X -RAY WARNING LIGHT IS NOT PART OF THIS CAT. ND. , o , 120 VAC 15A MAXIMUM O -VAC X -RAY WARNINGLIGHT(S) 1OA RATED CONTACTOR UNLESS SPECIFIED ON SHEET Al AS BEING INCLUDED ON EQUIPMENT ORDER, ALL ITEMS ILLUSTRATED ARE TO BE FURNISHED AND INSTALLED BY CUSTOMER'S CONTRACTOR DRAWING NOT TO SCALE ELECTRICAL DETAIL VERTICAL WALL DUCT (TYPICAL) ELEC -6 REV. DATE: 03/19/04 REFER TO CHART FOR MINIMUM DIVIDER REQUIREMENT LOCAL CODES MAY REQUIRE ADDITIONAL DMDERS 0 REMOVABLE DUCT COVER GROMMETED OPENING REMOVABLE SECTION OF WALL DUCT REMOVABLE DUCT COVER ELECTRICAL DUCT DUCT WIDTH EQUAL EQUAL DETAIL NOT TO SCALE RUBBER GROMMET COVER PLATE TO BE REMOVABLE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN DUCT WIDTH MINIMUM DIVIDERS REQUIRED 24" [61Omm 2 18" [457mm] 2 10" [254mm] 2 6" [152rnm] 1 4" [102mm] 1 , ELECTRICAL DETAIL MAIN DISCONNECT ELEC -35 3/4" DIA. [20 mm] 2.5" (615 mm) 10.0" [254 mm] 3.25" [752 mm] 3.0" —4 [76.2 mm] 1 -1/4` DIA. [31.75 mm] TOP VIEW 30 5" [774.7 mm] PUSH BUTTON SWITCH 20.0" [508 mm] FRONT VIEW 2" DIA. [50.8 mm] [5028 mmj 7.38" [1573 mm] 3.0" [762 mmj 2.0" [50.8 mm] 1.19" [30mm] 1.63" 4,14- 18.75" [41.4 mm] [425.4 mm] NOTE: oALL DIMENSIONS ARE IN INCHES ALL BRACKETED [ ] DIMENSIONS ARE IN MILLIMETERS. 10.0" [264 mm] 5.0" [127 mm] 4 MOUNTING HOLES FOR .31 (7.9 mm) SCREWS SIDE VIEW DETAIL NDT TO SCALE BACK VIEW 1 28.12" [714.2 mm] ELECTRICAL DETAIL EMERGENCY OFT BUTTON ELEC 16 REV. DATE: 05/14/09 PLAN VIEW m FRONT VIEW SINGLE GANG BOX SUPPLIED BY CONTRACTOR PLATE 8c OFF BUTTON 2 1/2" [64mm DETAIL NOT TO SCALE 0 SIDE VIEW ELECTRICAL DETAIL INSITE CONNECTION (TYPICAL) ELEC -1 REV. DATE: 04/24/02 ONE OF THE FOLLOWING TWO SELECTIONS MUST BE INSTALLED AT THE LOCATION SHOWN ON THE. ELECTRICAL PLAN (SHEET El) FOR GE INSITE CONNECTION BASED UPON SYSTEM CONFIGURATION. ONE A DEDICATED DATA UNE. A) ONE INTERNET ACCESSIBLE VIRTUAL PRIVATE NETWORK (VPN) CONNECTION WITH A STATIC IP ADDRESS, AND ONE TELEPHONE UNE — DEDICATED — DIRECT— DIALING, VOICE GRADE. OR B) TWO TELEPHONE LINES — ONE DEDICATED DIRECT— DISTANCE— DIAUNG, VOICE GRADE AND FINISHED CEILING 1" CONDUIT FROM J.B. TO ABOVE FINSHED CEILING. TO BE DETERMINED T FINISHED FLOOR SINGLE GANG J.B. 0 ___J COVERPLATE WTfH TWO TELEPHONE RECEPTACLES OR ONE TELEPHONE RECEPTACLE AND ONE NETWORK RECEPTACLE ALL ITEMS ILLUSTRATED ARE TO BE FURNISHED AND INSTALLED BY CUSTOMER OR THEIR CONTRACTOR. DETAIL NOT TO SCALE ELECTRICAL DETAIL SURFACE FLOOR DUCT (TYPICAL) ELEC -14 REV. DATE: 4 /02/04 REMOVABLE COVER FINISHED FLOOR EQUAL REMOVABLE COVER REFER. TO CHART FDR MINIMUM DIVIDER REQUIREMENT LOCAL CODES MAY REQUIRE ADDITIONAL DIVIDERS DETAIL NOT TD SCALE DUCT WIDTH MINIMUM DIVIDERS REQUIRED 24" [610mm] 18" [457mm 10" [254mm 6" [152mm] [1O2rnm] ELECTRICAL DETAIL HORIZONTAL WALL DUCT (TYPICAL) ELEC — 5 REV. DATE: 03/19/04 REMOVABLE DUCT COVER TYPICAL WALL DUCT REMOVABLE DUCT COVER GROMMETED OPENING REMOVABLE SECTION OF WALL DUCT COVER ELECTRICAL DUCT COVER PLATE TO BE REMOVABLE RUBBER GROMMET EQUAL DUCT WIDTH EQUAL REFER TO CHART FOR MINIMUM DIVIDER REQUIREMENT LOCAL CODES MAY REQUIRE ADDTIIQNAL DIVIDERS DETAIL NOT TO SCALE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SCREWS AS SHOWN DUCT WIDTH MINIMUM DIVIDERS REQUIRED 24" [610rnm] 2 18" [457rnm] 2 10" [254mm] 2 61: [152mm] 1 ` 4" [102mrn] 1 ELECTRICAL DETAIL BOX WITH COVERPLATE AND NETWORK JACK ELEC -83 REV. DATE: 10/05/96 DETAIL NOT TO SCALE ELECTRICAL DETAIL BOX WITH SPLIT COVERPLATE (TYPICAL) CAT-6-521—mamm ELEC -22 REV. DATE: 10/13/94 OUTLET BOX SPLIT COVERPLATE FLEXIBLE METAL CONDUIT DETAIL NOT TO SCALE ELECTRICAL DETAIL NETWORK CONNECTION (TYPICAL) ELEC -84 REV. DATE: 03/06/04 LOCAL AREA NETWORK FINISHED CEILING 1/2" CONDUIT FROM J.B. 0 FOR NUCLEAR SYSTEMS A DIRECT NETWORK CONNECTION IS TO BE MADE BETWEEN THE SYSTEM AND THE REVIEW WORKSTATION. 10 ABOVE F1NSHED CEIUNC. TO BE DETERMINED FINISHED FLOOR DETAIL NOT TO SCALE SINGLE GANG J.B. COVERPLATE WITH NETWORK RECEPTACLE Foe- Tetivevnii.c. 01.4y tMorv7 RECEIVED OCT 13 2010 PERMIT CENTER THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED Le) CV 0 0 0 x U) c 0 This drawing is based i Q) N U c 64 LLJ r ROOM NO. SC MODALITY TYPE: LIGHTSPEED PLUS TUKWILA, WASHINGTON /PROJECT 102357 REVISION 00 DATE: 08 -13 -10 DRAWN BY: TMS CHECKED BY: JGA REVISION WISTORY:� EQUIPNE \T DETAIL POWER DISTRIBUTION UNIT B79 -96L REV. DATE: 4/22/96 14.75 [375mm] 14.5" [368mm] I/O CONNECTIONS PANEL AC POWER INPUT BOX 6.0" [152mm] MINIMUM AIR FLOW CLEARANCE 22 0" [559mm] L SERVICE AREA PLAN VIEW 30.0" [762mm] 14.5" - [368mm] 50 0" [1270mm] 21.75" FRONT VIEW NOTE: a INDICATES AIR FLOW I a INDICATES CENTER OF GRAVITY 24.0" [610mm] rSEFIVI-C-E-AREA 1435" [375mm] - 21.75" [552mm]. Ae- SIDE VIEW EQUIPMENT DETAIL CT GANTRY AND TABLE LAYOUT B79 -96MB REV. DATE 07/12/03 1 16.00" [406mmJ EXTENDER SURFACE CABLE ACCESS BOTTOM CABLE ACCESS AIR OUT 41.71" [ 1060mm] 21.91" [557mm] �- 34.55" [878mrn / 92.03" [2338m m] 103.1° [2618rnm] 126.5" [3212mm 198.99" [5054mm] SIDE VIEW EQUIPMENT DETAIL CT TYPICAL SCATTER SURVEY B79 -96MF REV. DATE: 09/22/00 NOTE: 140 Kv 100 mAs /scan 4 x 5.00mm Scan Acquisition BODY PHANTOM ELEVATION APPROX. 50 Inches L 0.5 1.0m EQUIPMENT DETAIL OPERATORS CONSOLE B78 -58A REV. DATE 01/28/09 SHIPPING DIMENSIONS: 46 "(1170mm)D x 53 "(1340mm)W x 45 "(1150mm)H POWERS CORD ,I 122 45" 1 CABLES IN THIS AREA II I[5570rnRj] 9.44" [240mm] 2.72" [69rnm] NOTE: 0INDICATES. AIR FLOW G INDICATES CENTER OF GRAVITY 12.0" [305_6rnm] 1.01" [25.8mm] 10.0" 254mm] "C" 1.97" 2.72" 1.97" [50.1 mm] [69mm] [50.1 mm] 0.23' [6mm] THICKNESS SEISMIC BRACKET PROVIDED WITH CONSOLE' 18.48" [469mm] PLAN VIEW 48.73" [ 1238mm] 21.85" [555rnm] 7 ' 42.45" FRONT VIEW [1078mm 21.73 [552mm] DIM. M114. MAX. 26.77 [660mm] 34.76" [8S8rrmmj 28.77" [6BOmm 31.779 [807mm] 40.16" [ 1020mm] 48.358 [1228rnm] 16.77" [426rnm] 24.96 [634mm1 "D" "A" 9.43" [240mm] 9.44" [240mm CABLES AND POWER CORD IN THIS AREA 27.75" [705mm] SIDE VIEW EQUIPMENT DETAIL CT GANTRY B79-96MC REV. DATE: 05/17/05 74.62" [ 1895mm] 86.60" [2200mm] SCAN SCAN Q 40.00" [1016mm] SHIPPING DIMENSIONS: 114"(2B95mm)L x 51 "(1295mm)W x 79 "(2006mm)H' CENTER OF GRAVITY 39.94" [1014mm] 36.88" [937mm] 73.76" [1873mm] FRONT VIEW SIDE VIEW EQUIPMENT DETAIL CT TABLE B79 -96MG REV. DATE: 01/29/09 E I EXTENDER SHIPPING DIMENSIONS; 101 "(2565mm)L x 3Z"(81mm)W x''4T °(119mm)H CENTER OF GRAVITY 96.21" [2444m m] r-* 31.55" [801 rnm] I [I 198,99" [5054mm] 41.71" [ 1060mm] . 22.11" [560mm] SIDE VIEW PLAN VIEW EQUIPVENT DETAIL TYPICAL STORAGE CABINET M33005 REV. DATE: 02/26/09 36" [914mm] PLAN VIEW 18" 14[457rnm]f SIDE VIEW DETAIL NOT TO SCALE FRONT VIEW 42" [1067mm] EQUIPMENT DETAIL CT GANTRY SHIPPING DETAIL B79 -96MD REV. DATE: 01/19/10 22.00" [559rnm] t 3.00' [76mm] TEL yi 10.00" T [254mm] 34.17" [868mm] 86.00" [2184rnm] 89.00" [2261 mm] PLAN VIEW GANTRY DELIVERY SIZE OPTIONS 10.00" [254mm] 11.00" [279mrn] CONFIGURATION DIMENSIONS CF[4GTI; ih HEIGHT in. [mm] PERSONS NEEDED ADDITIONAL PERSON HOURS COMMENT NORMAL: SHPPING CONFlGURATION REMOVE.. PROTECTIVE SIDE RAILS REMOVE '.SEE RAILS AND ONE DOLLY GANTRY SET ON AUX. DOLLIES REMOVE: COVERS - USE SHIPPING DOLLIES REMOVE COVERS - USE AUX. DOLUES Remove CWERS AND DOLLIES - HOIST WITH SHACKLES 11'4 [2895] 114 [2895] [2615] BB [2235] 110 [2794] 83 [2108] [2 os] 51: [1296] 39..4 [1000] [12] 43 [1092] [1015] 40 [1016] [10 :8] 79 [2006]; 79 [2005] [210B] [241] 77 [1956] 79.3 [1959] [93D] 2 2 2 4 4. 4. 0:5 15 2.5 1.5 15 3.5 VAN DRIVERS DEUVER EOUIPMENT 10 ROOM, GE REPS. SUPERVISE AND ASSIST. HEGHT IS WITH 1 IN. [25.4mm] CLEARANCE FROM FLOOR. WITH RAILS REMOVED, BE VERY CAREFUL TO PREVENT DAMAGE TD COVERS. THIS CONFIGURATION IS USED TO GET GANTRY INTO A 9 F1. [2.74m] ELEVATOR. DO NOT PUSH ON GANTRY COVERS. PUSH ONLY ON - MAME MEMBERS. AUX. DOLLIES PROVIDE 2.3 IN. 8mm] CLEARNVCE FROM FLOOR USE :EXTREME GRE IN REMOVING, HANOLING AND INSTALLNG COVERS. SEE PROCEDURE IN DIRECTION 2243312-100, OX/1 PLUS GENERAL SYSTEM INSTALLATION. SE TWO PREVIOUS COMMEMS. SEE LIFTING PROCEDURE DIRECTOR 2243312- -100, OX/1 PLUS GENERAL SYSTEM INSTALLATION. EQUIPNE\T DETAIL CT GANTRY AND TABLE LAYOUT B79 -96MA REV. DATE: 02/10/05 16.0" _ [406mm] 73 3" [1861 mm] 68 4" [1739 mm] \L. 240.1" [6099mm] 30.0 [762mm] 86.6" [2200mm] SCAN 43.31 L [ 1100mm' \ 27" [576m m]. 22. [558mrn] SCAN t. 35.0" [889 mm] x 18.0" [408 rnm] I 6.69" L_ [170rnm] 39.4" [1000rnm] 7 GANTRY 126.5" [3212mm] 24.0" [610mm] l 36.0° [914mm] BASE FRAME 24.0" [610mm] 24.3" [616mm] ALLOW FOR ADEQUATE SERVICE CLEARANCE CENTER OF GRAVITY PLAN VIEW EQUIPMENT DETAIL CT TYPICAL SCATTER SURVEY B79 -96ME REV. DATE: 04/08/02 ELEVATION NOTE: 140 Kv 100 mAs /scan 4 x 5.O0mrn Scan Acquisition HEAD PHANTOM APPROX. 1 1 I 1 r Inches 0.5 1.0m werelic.f. ov,k1 Duo -11`7 RECEIVED OCT 13 2010 PERMIT CENTER THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET C1 AND SHOULD NOT BE SEPARATED Lt) CV 0 F 0 V"- O 0 (1) 0 0) 0 c 0 LE 0 1--- ROOM NO. SC TUKWILA, WASHINGTON PROJECT REVISION 102357 DATE: 08 -13 -10 DRAWN BY: TMS CHECKED BY: JGA REVISION HISTORY: