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Permit D01-169 - AT&T - IMPROVEMENTS
AT &T 12628 Interurban Avenue South D01 -169 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: doc: CertOcc Occupant/Tenant: AT & T Building Address: 12628 INTERURBAN AV S TUKW Parcel No.: 0004800003 Property Owner: RREEF MANAGEMENT Occupancy: 0016 Occupant Load: 69 Occupancy Group: B Type of Construction: Ill - Signature of Building Official CERTIFICATE OF OCCUPANCY Permit No.: D01 -169 l9, 0413 Do e THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES D01 -169 Printed: 06 -19 -2003 City of Tukwila - Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, 1 IF CONS7POCTION EGINS EE APPEAL EPIPES, AL ICAN P A7 THEI FIS! Parcel No: Addres: 12628 A, _ Suite No: Locaticn: Category: AOFF Type: DEVPERM Zoning: M1 EEV - L:PMEN Cont Type: !Thc4 Gas/Elec.: UBC: Units: 000 7ie Protection: _ Setbacks: North: .0 Soutn: .0 E:As,t: .;:: west: .0 Water: TUKWILA Sewer: ' Wetlands: Slopes: Y St-ears: Contractor License No: OCCUPANT AT & T Phone: 12528 INTERURBAN AV S, TUKWILA WA S.81138 OWNER SAMMIS F'CA PARTNERS C/O SAMMIS CO, 18802 BARDEEN AVE, IRVINE CA CONTACT RICHARD E GEORGE Phone: 2i:6-674-8376 18000 INTERNATIONAL BL, SUITE 300, SEATTLE WA 98188 k Permit Description: REMOVAL OF ALL EXISTING INTERIOR PARTITIONS AND FINISHES, MECH. & ELECTRICAL SYSTEMS, TOILET ROOMS AND ROOFING MATERIAL. INSTALLATION OF NEW TOILET ROOMS, INTERIOR PARTITIONS AND FINISHES, MESH. & ELECTRICAL SYSTEMS, ROOFING MATERIAL, INCLUDING INSULATION AND TELECOMMUNICATIONS SWITCHGEAR. kAAAkkAk AA* Akkk*AA AA Al*AAAA & A 4(4.4 A kA A A AAA AA AA A AA A 44 AA A 4 44444 A A A AA 4444 A 4 44 44 44,444 444 Construction Valuation: $ 985,600.00 PUBLIC WORKS PERMITS: '(Water Meter Permits Listed S Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Tii!:e: End Tir,e: Land Altering: N Cut: H F1: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Tire: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N N Storm Drainage: N Street Use: N Water Main Extension: N Private: N N 444‘4 kirk*AAA AA A A4 AA 4444 44(A**AA AAA 4A 4 4 4 4 A A 4 4 A 4 A A 444 44 4 4 A 44444 A 4 4,4 A 4 44A 4 4 A A 4 AA 4 444 A 4 TOTAL DEVELOPMENT PERMIT FEES: $ 9,149.21 44A 444*kA4Akk4 A 4i4c*44kA AA A Akk A k AkkkAA44 AA 4 k A 44 44,44 44 4 44444 4 4 44 A A 44 A4 44 44444A 4 4 4 #t Permit Center Authorized Signature: Signature: Print Nam 401t, Cr 47 (206) 431-3670 t No: C a t /6 I hereby certify that I have read and e perm !it and flow the sare to Pe true and correct. All provisicns of law and :,cdinans , ver;iing this work will be complied with, whether specicied heretn or The granting of this pe,'fflit does , ;ot pres,J2,,e to ;ive tc \,iolat.e or , :.ancel the proviscl of ary , , - ther state or 1 lawvs regulating ccnctruction or' the performance of work. 1 ah• aJthorized tc si;n for : .)LYC3■1 this developmen permit. This permit shall becoE:e null and void if rn& work is. ;crenced wicti! ISO days from ti date of issuance, or if tre vsio:k fon a period of :SO day roft te last ispection. CITY OF TUKWILA m:.. Address: 12628 INTEPUPBAN .AV S Per i No: 1)01-169 Suite: Tenant: Statue. i':_;':UED Type: DEVPERM Applied: 05/25/2001 Parcel #: 0004130-0003 lesued: 10/04/2°01 tAkkkAAkAAA1**A1k4 A4(kA k*AAk A A A.41.4 4i Aktif,44A 4a AAA 4444 4 4 4 1 4 1 14444 44 ikA 4 1 Permit Conditions: 1. No changes will be made to the plane unless eporoved (v the Engineer and the Tukwila Building Divieion. 2. Any new ceiling grid and light fixture installation required to meet lateral bracing tegniremente for Zone 3. 3. Partition walls attached to ceiling grid muf,:t he laterally braced if over eight (8) feet in length. 4. Any exposed Insulations backing material shall hove a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performanee roting thereof. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanieei CO (1997 iditioni, and Washington State Energy Code (1997 Edition). 6. Plumbing permits shall be obtained through the Seettle-ting County Department of Public Health. Plumbing will be inspected by that agency, including all ga':, piping (296-4722). 7. Validity of Permit. The issuenee of a permit el approval of plans, specifications, and computatione ehall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presumino to give authority to violate or cancel the provieione of this code shall be valid. 8. All rack storage requires a separate permit throuqh the City of Tukwila. Structural calculations stamped by a Waehington State licensed Structural Engineer are required for lalek storage over eight (8) feet in height. 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all el,, work will be inspected by that agency (246-662) ). 10. There shall be no occupancy of the building() until the final inspection has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit iseued by the City of Tukwila. 12. All permits, inspection records, and approved p ehell be available at the job site prior to the start of any eon- struction. These documents are to be maintained and avail' able until final inspeetion approval is granted. 13. *AAFIRE DEPARTMENT CONDITIONS 14. The attached set of plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each — '• 3000 sq . ft. of area, The extinguisher(s) should be of the "All Purpose" (2A, 10B :C) dry chemical type. travel distance to any f i r e extinguisher must be 7`_ =' or leas. (NFPA 10, 3 -1.1) 16. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger- or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 17. Extinguishers s h a l l be located so as to be in p l a i n v i e w (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 18. Clear access to fire extinguishers is required at a l 1 tunes. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 19. Fire extinguishers require monthly and yearly inspection... They must have a tag or label secure 1 y attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFiPA 10, 4-4.1) If thr required monthly and yearly inspections of the f i r e extinguisher(s) are riot. accomplished or the inspection tag is not, complete, a reputable fire extinguisher .service company will be required to conduct these required surveys.. (NFPA 10, 4 -3, 4 -4) 20. Maintain fire extinguisher coverage throughout. 21. No point in an unspr i nk 1 ered building may be more than 200 feet from an exit, measured along the path of travel. tUBC 1004.2.5.2.1) 22. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC. 1004.2.5.2.2) 23. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving on occupant load of 50 or more. (UBC 1003. .1.5) 24 . Exit doors shall be openab l e from the inside without the use of a key or any special knowledge or effort. E e i t doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All lock ing devices. shall be of an approved type. (UFC 1207.3) 25. 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 . (UFC 1207.3) 26. When two or more exits from a story are required, e x i t signs s h a l l be i n s t a l l e d at the required e x i t s and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 27. When two or more exits from a story are required and when two or more e x i t s from a room or an area are required, e x i t signs shall be illuminated. (UBC 1003.2.8.4) gEtemitaqist.., . .`" ' 28. Internally illuminated exit signs shall have both bulbs working at all ti s. (U13C 1003.2.8.4 29. Exits shall be illuminated any time the building is occupied with light having an intensity of nit. 1ts. than 1 foot candle at floor level. Fixtures required for exit illumination 1 11 h saa.. b e supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (IJEC 1003.2.9, 1003.2.9.2) 30. The power supply for means uf egress illumination shall normally be provided by the premises' electrical supply. In the event, of it's fai lure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and fur all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordanee with the electrical code. (UPC 1003,9.2) 31. All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not lef,s than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, uoit equipment or an on site generator set, and the system shall be inaLal1ed in accordance with the electrical code. OW 1003.2.6.5) 32. Maintian sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler 33. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) 34. All new sprinkler systems and all modifieatione to 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawiogs. (City Ordinance #1901) 35. All sprinkler system plans, ealculations and the contractors Materials and Test Certificates submitted tu the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 36. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closetes or partitions may require relocating and/or adding automatic fire detectors. 37. Maintain square foot coverage of detectors per manufacturer's specifications in all areas in(. iudno: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5-1.4,2) 38. All new fire alarm systems or' modifications to existiny 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 #1900) (UFC 1001.3) 39. All electrical work and equipment shall conform strictly to the standards of The N a t i o n a l E l e c t r i c a l Code . ( NEPA 70) 40. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than :4 inches shall provide access to the panel and 30 inches of wcrr k. i ng space shall be provided d i r e c t l y in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 41. Each circuit breaker shall be legibly marked to indicate it's purpose . (NEC 110-22) 42. Required fire r e s i s t i v e construction, i n c l u d i n g occupancy separations, area separation walls, exterior wa l 1 due to location on property, fire resistive requirerrrent._- bas,etf on type of construction, draft stop partitions and roof covering. shall be m a i n t a i n e d as specified in the Building Code and Fire Code and shall be properly repaired, restored tired or replaced when damaged, altered, breached, penetrated, removed or improperly installed, (UFC 1111.1) 43. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 304.1) 44. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street . Numbers shall contrast with their background. . (UFC 901.4.4) 45. In order to provide you with the fa_ test police and fire protection under emergency conditions. please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 46, Fire Department lock boxes shall be provided for access lo a l l fire alarm panels and s p r i n k l e r r i s e r s , The appropriate key(s) for ,seesss shall be placed in the lockbox. Loci•;box order forms r :rust be obtained from the Tukwila Fire Department. (City Ordinance #1900). 47. Contact the Tukwila Fire Prevention Bureau ttr witne,s all required inspections and test_.. (UFC 10.503 (City Ordinance 41900 and U1901 ) 48. This review limited to speculative tenant, space nniy - special fire permits may be necessary depending on detailed description of intended uses. 4 9 . Any overlooked hazardous condition ar►di or v i c+ i at. i on of the adopted F i r e or B u i l d i n g Codes does not imply approval of such condition or violation. 50. The plans were reviewed by if you have any questions, please call the Tukwila 1.e Fire Prevention Bureau at (206)575-4407. 51. APPLICANT SHALL OBTAIN A PLUMBING AND GAS PERMIT EROM KING COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AT (206) 296 -4932 and AN ELECTRICAL PERMIT FROM WASHINGTON STATE 1EPAWTMEtl t OF LABOR & INDUSTRIE'S AT (206)248-6630. APPLICANT SHALL CONTACT CITY OF TU) WILA FIRE DEPARMENT AT (206)433-1859 MINIMUM 48 HOURS IN ADVANCE PRIOR TO ANY DEMOLITION/SHUT OFF OF THE INTERIOR FIRE PROTECTION SYSTEM TO ARRANGE FOR A FIRE WATCH. 52. ***PUBLIC WORKS DEPARTMENT COND 11 IONS * Y * 53. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. APPLICANT SHALL CONTACT CITY OF TUKi11LA FIRE DEPARTMENT AT (206)433 -1859 TO MAKE ARRANGEMENTS FOR A FIRE WATCH. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and dinances governing this work will be comOied with, whether specified nerein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. Signature: z - frcete Date: /r / Print NaMv4 -J/4/274:75 Project Name/Tenant: ^ T t T / Valu of Construction: ' 9SS / 600 Site Address (include suite number) City State/Zip: JZ.6 t8 PI7r`� ultgpN A s Rco6. c TUKwitp WA 98188 Tax Parcel Number: OO O ¢80- 004 — 06 Phone: Zo6 - ¢31- 8 33 6 Property Owner: GA?WwAY o c y/t4P /A, _r■c . Street Address: City State/Zip: _ 16000 cHe1ST&t E� ,Ca D sir l01 7Vlel0 14 44 le lea Fax It: 4/ — 7s / ZO( - Z Z Contractor: (Nor ceze. ArT rips p 01 Phone: Street Address: City State/Zip: Fax II: Architect: THr 4VST /A/ Cd dirifiJY (130A 1 J/E f-/s}Ai ) Phone: 81.6 2 G g o Street Address: City State/Zip: 1001 E. /01$T sr s-war ZSD KANSAS c / ?Y ill 64131 Fax it: S►6- ICI- 7 Engineer: CS'n,e 4 /97zc ff recr) Phone: Street Address: City State/Zip: Fax It: Contact Person: glcHn120 E. GEZJ/ZGE" Phone: Log -a7f-- 837.6 Street Address: 5. v /1F 30 City State/Zip: 18000 —VA-4 AO V WK. 84140. 77ce A/g 98/88 Fax II: Zo6 - 675E- Si ¢9 Description of work to be done (please be specific): !Zemmol!. ol!. of Ace- EXIST /NC, /N7=7¢10/C /4,CT,0,vs #fM'1S9 , MEcH f c ec7x,e#t SYS10 T D / L E T / t e r m s 4y " O A e / A * m / f P r i m . r . . htU$7711.1/#77674/ og' MEN Iva e ' le —arms, IIVTEIelorc "mows s t phinsm s, Me 5 rsTi1s, goofit /1At' arc, /IVCGUN/N4 / Tn - comfoloMvic.F?74v 5 w /TtH6� ►t Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church Manufacturing ❑ Motel /Hotel 1FrOffice ❑ School / College/University ❑ Other Proposed use: Cl Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing Cl Motel /1 lotel ❑ Office ❑ School /College/University Other TstecirMtr►rurt ei,_ S tv i eli swr Building Square Feet: 20a LS existing No. of Stories: I Area of construction (sq (I): 20 6 2 r Will there be a change of use? a yes ❑ no If yes, extent of change: (Attach ad sheet if � t accessary) �/ Fvsavr 4,1 0CC Iflrsvi INONUT7teluriitiloT��T/Ct re //Ty /+ An (01- 014ryme,01 4C1ec-o WAN unicve ra+ swr> ? obis rr /gull Will there be rack storage? ❑ tC � yes ,�1. no Existing fire protection features: Xr sprinklers /M au omatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 I/2 X 1 1 paper indicating iluanuties & Material Sa et y Data Sheets ! mtwo) ciperncitiluc CITY OF TUIw"WILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault)It: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer It: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt II: Size(s): ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp It Size(s): Curb cut/Access /Sidewalk Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension Cl Water Main Extension 0 Deduct Project Number: Permit Number: Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not he accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma determi by the Publi Works Department) ❑ Flood Control Zone 12-0o I-� fZ. Doi — I69 Cl Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. I his figure will be ieviewed 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. f tie building official may extend the time for action by the applicant for a period not exceeding 180 clays upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: • IS•Is at Date application expires: II 4.4 Application taken by: (initials) 43 PLEASE. SIGN BACK OF APPLICATION FORM BUILDING OW , R OR AUTHORIZED AGENT: Signature: / i Date: • Print name: - r0 • � Z. G aJ G -. '` p iL tc i. -Par Ae: 6 7 X 3 7 6 I 11:,,, t . ° G 7g- '�� ¢9 Address 1 L (8000 — ndeen•4 / /owa1 $114. Sump 300 City /State /Zip S qf/ /c Gil/4 gl APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING ALL91(AWING T Bf.STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR j1V ANGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN y' BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 11-13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) I. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading service areas 5. Recycle collection location.and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20 or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer ((MC 18.45.040), of those, identify by slip and species which are to Inc removed and saved l0. l.andscape plan with irrigation and existing trees to be saved by size and species (exterior ( bartges or change of use only) 11. Location and gross floor area of existing structure with dimensions and setba( k 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Farm Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Piano (vomit dm- ❑ El ❑ Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; sire of water supply to sprinkler vault with documentation (rain contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall he noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other Lind use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296-4787. (Form 1-1 -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will he required before the permit is issued 01? submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Osvner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of tVashington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit twill be required as part of this submittal I HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LA WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THiS PERMIT. 4,4.%4'4,4 crry OF m04104. WA 4 1 1 4 4 ** 44.4 *0 ***** 4 *,. , ** 4, 1 , ##• 4, ■AAA 4*;;A 4*44:4:". 4 TRANiMif ROL01.2)4 4i; L Method: CHCCr Ot.tvti: 1 C CO : Permit 06: D01-169 1 ' PEPr, V.1. ULI PArf:ol t4 OC/0400- Site Addres5; 12C2 Ei IOILPOPF,AC AV S rt Thit, Pzfvnient 4 ** 4 * 4 *A , i4*#.1 ,4 f**AA0 , 1-** 4 A*A*A.AAAAA*4A.,,Ap , *,4*.44AA?An.*,# AccolArit Codli DO5(:rlph100 1-1tho:tot 000.i:i22.100 b11IL1". rOtIPEF 000:3Rii.904 r fE BUILE.ING '.3UCHARGE U ;f; VA*Alrik*AkkletAhtNAlt CITY (IF TUVWJLA. WA At*4%i'tttAkt4k IRWSMI1 Ourber: Amount- ft; Pavmont Method: CHECg OotitIon: '4U3rfil com Perm It Mc: D01-169 DEvilM1 1 :E 0 Or'0120( PrA01 PArcel No: ()004t.;0-000:: Addre CNIERUR4AN AV 'f) t 4 21. 1 hi Pi,vment 3.t.02.46 I otv1 MO: .4t ***************AA*ITA******41##-**k*i Account Cod' Dcrlon , 4:fiwtnr, 000/ PLAN CHECV - *k. t 77'10 COTAI. Wiwommmmwww0f.y COMMENTS: 0 __S (IA k .:-.. nfl.eknacy-f. 'et-) ),\ - 0 ti (4 !) k j 41--n Date C alled: ,,,_., Special Instructions: �(�f (' � - N ... T a.m. G) 3 (p.m t'"1' (!v/'!.ck. Gi P one No: 1_yG - -mss ., , . . , s Project: Type of inspection: ti Address: Date C alled: ,,,_., Special Instructions: �(�f (' � Date Wanted: / / a.m. G) 3 (p.m Requester: / Gi P one No: 1_yG - -mss 17 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ' 6)431;367,0, Approved per applicable codes. R. q No.: $47.00 REINSPECTION F E REQUIRED. Prior to ' spection, fee must be p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: El Corrections required prior to approval. COMMENTS: 9 L . . .r .. .all .t 6 Date called: .".•�.. i(P,�� . r AM, L> Date wanted / 1/7 \ .0. Al 11 4 .. r - Requester /1 t� C-1 0 z../ ,, 2-) i i Ck A i -- 61,..- 7549 s Pei' f,,,,_ //2 /(3-' . - - : ,.1 -. . ,..fr 6 I _ _ . /-- / 2 / / f / t "4.1 tge.41 / i t if 1 .tr _ - .. !r2 -erS ("421. � /i 1 k a C4 l L`I ,% -t f 7 /Aiii Project Type of Inspection: Address: _ Date called: Special instructions: Date wanted / 1/7 \ a.m. p.m. Requester /1 t� C-1 0 Phone: (J /2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4t�k�i,. Date: Z Z ~ W U O co • tu to u. w o u . co Z O W � W LL . Z Uo Project: Type of Inspection: Address: , I e ZS (,4•i.�Gs'l,0 r- Called: x -5 -6 Special Instructions: WI- pIulkt. # 0"h fro ik dour - - `� o it � crux. be- .1/n . Date Wanted: 1- (.0 -C;' (a.m. OA. Requester: tn1 C: jt..c_ j in pi Phone No: )L J INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) • 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto Date: $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENVE/ .. Type of Ins! •ction: air ;ilk C . .., d' ...,? e / 4 6 1p w. 21 .Cki ea _ 7."7 4 /3"/Lt (..",./v / r./t/ 5,e Date C. led: l ell . - too /43 4...„.._ Specia Instructions. /0.-40e) ( A/4i( "* / 1.,,, . -.....,.....„ ....... sate Wante . - 7 • .m. Thar Request : e„.71- Phone o: ,..-1 I Project: ,.......- d ...... Type of Ins! •ction: air . . ... Address: ..., allP ..... r ......a....al Date C. led: Specia Instructions. /0.-40e) ( A/4i( "* / sate Wante . - 7 • .m. Thar Request : e„.71- Phone o: INS ECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ]Approved per applicable codes. Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit Date: • •• Fj Corrections required prior to approval. Date: Ei $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Put . f Inspection: i�41Lr �,— Date Called: 9 ' - / /-- e).-- d ress: 4724/i �.�) ?'1) «` Speciastructions: ' Date ant // ed: ,� a.m Requ ,er P one o: COMMENTS: INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ector: (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. A ate: // 3 $47.00 REINSPECTI • FEE REQUIRED. Prio to inspection, fee must be paid at 1300 Southce ter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: Project: -- / t /) Ai T 4 - l i e . c_( - t1 Type Inspection: rl) / .� t‘ Address: Date Called: Special Instructions: Date Wanted: � �� /`' a ( i a.m. p Requester: Phone N 1 4 - 4 , - , ' ' / T, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. A l /t.+r $47.0 • • EINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit (2 r! 6)431.367 Q Corrections required prior to approval. i�l /J t2'7 Project: Type ofinspection: v Address: ! Date called:' Date wand: �, ( a.m. Special instructions: , ' ` Requeste ' ,.� Phone: • 'r,- 7(/ —,f ' 7t., log INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: ,/( Y Date: 7 `e- 1 r ..- t''j.✓t �. El $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Projec : . Type of Inspection: Address: ''— 4/ S /icy . ,,' Date called: - Special instructions: 4.:..-' e. y.' 4.2 4,4 -4.4 0e..e. / f Date wanted: a.m. Requester: Phone: ,rV} ��'yy� -7-.-- �, ( /�. , - I /l. / '1C / /`�•� /1 1± Z' 2 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PitCorrections required prior to approval. COMMENTS: tr li WI t y►r : flQL �� to B PS Y oe t.:' rit Inspector: Date: ) 1 - - 2 1` O 2 El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 6 Type of nspection: Address: (4) 21 —1 .4rtert 4,44140-sel Al D .le called: .) , 5 . 2, 1 3/02. Sp 2. ecial instructions: Date wanted: ll v ✓ p.m. Requester: \ . 4/2 NIA I T o not'F) 79 /f INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' Approved per applicable codes. COMMENTS: / 7h , S /6/72/,'F (206)431 - 3670 Corrections required prior to approval. 'Inspector: Gar Date: 7 / / /� 2:0 inspection, fee m 0 REINSPECTION FEE\ EQUIRED. Prior to inspmat be paid C e %a t 6300 Southcenter Blvd., S cite 100. Call to schedule reinspection. Receipt No: i Date: Proje t: Type ,of Inshectio Ad I s _ Date called: e-9-iglo.)_. Special instructions: e t /6) Date wanted: / / li l O,l --- a p.m. Requester: Phone: / ‘(/' - 7 '7)4 T-56 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspectors Date: 7- Approved per applicable codes. Ei Corrections required prior to approval. $47.OZ EINSPECTION E REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit • PERMIT NO. COMMENTS: Type of Inspection: r (' f- q- , 1- c ` wa D to c led• j 7: ` 1 r Ad ress: I (.D 'v' -t -r1 t 16( h ? V� / ( ".t /.4 (? &J ..j," Special instructions: Date wa ted: 1 (-- `—p- / ( r ,2 /'AJ /f.,.5,' 2 /'cJ 2 / 41C F,4 / /t) / AJ0 r / / A c7fJ2i /J\/ r!, F■l/ffr e,ie k)1 Prro ' ..""'7 1 t Type of Inspection: r (' f- q- , 1- c ` wa D to c led• j 7: ` 1 r Ad ress: I (.D 'v' -t -r1 t 16( h ? V� - Special instructions: Date wa ted: 1 (-- `—p- / ( �, , ter: P e6v — 7 17 J - 'V``.t C nspectord INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 `Approved per applicable codes. Avt,"1 /vit (u• (A:V Corrections required prior to approval. Q/$ 47.00 REINSPECTIOt)kFEE REQUIRED /Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. Receipt No: Date: Date: n PERMIT NO. (206)431 -3670 i COMMENTS: _ ! .i - 1 s �/ / f .. � ,te r /f ,7 / ' . �. f ,: 3 (2A -' A ` ' ' N'fi'i'r !. --- 4. /A1 7e A _ St )1/4 ../:; Requester: J t om - / ri -ir� c , Phone: 1 Ca n) 7 I ` 3 4 - ,- b Project: A v , 7 Type,of In,speItio?�: Wall %' 7 fr'r. Yln at V► O Address: ) 21, ? I 'l l Ott 4) n n ' . Date called: I I / 1 /3 i _, Special instructions: 5 Date wanted: r'� t m i /Z/01 Requester: J t om - / ri -ir� c , Phone: 1 Ca n) 7 I ` 3 4 - ,- b 0 C.2 INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. D Corrections required prior to approval. Insp l ec-tpr� Date: ff �` J $47.00 REINSPECTION E REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter BIv Suite 100./Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. St6 (206)431 -3670 COMMENTS: Type of I spection: (/_.(449///i7/4) /,I // - 771.6V/P7 77 i.1I 4- )'ar.Si c" G</ 2// b eg s / h,P,- /r f l /W( / i.v A t q ik Date wagted: ` / �. / l� / U Phone: (----- Pro ct: Type of I spection: (/_.(449///i7/4) e s : r , l , � ,.2v ` ��� ( Gift./ Date called: Special instructions: Date wagted: ` / �. / l� / Reques 1 _ Phone: . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. In rect • I Date: / / / ...5. /4 / 5 / U S,7.00 REINSPECTION 6300 Southcenter Blv R ceipt No: ,DOI- toy PERMIT NO. (206)431 -3670 E REQUIRED. Prip to inspection, fee must be paid , Suite 100. Callto schedule reinspection. Date: of' Proje• Type o Inspection: A 1 . j� 2 g �Jidi 4J�dt Date .5 aped: U I 3 / °/ 4 11 Special instructions: ■ l i Date wanted: a.m ,, // 76//0/ e. , Requester: , . P ) 7C? 3 0150 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 2:V W/ { /.l t f.2vhI4 f nJ /c ..C(1) />' ,.."/( ,tAin A ', .� D a7/// // -2( Inspec r: $47.00 REINSPECTION Fd REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. eceipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENT) ,i' 161_ l yix' l e% / r ` e (S, /,,-, .j)! / 14 J Date called: ,c _ Special instructions: 4 13 Date wanted: 2 7/�' a. Requester: , Phone: Jy /,- 1 , f 3 ) C01...e Ip -- - 4T/ - Li ...- f A . , / 1 ��- . , ,!.) - •�'L p 4-1 /l7 f / � 11 191 f l r Project: / i /V , Typ of I spection: / '. ' � s 4 D1-) Address: J Date called: ,c _ Special instructions: 4 13 Date wanted: 2 7/�' a. Requester: , Phone: Jy /,- ry[] , s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �f ) 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 - 3670 Inspector: Date: 42__3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to i nspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. U+ Corrections required prior to approval. COMMENTS: ( 9/ r I 1 Acj ress: Iot 1n-46 )Ni/03iA, Date call d: Date w ted: 1 1.4 u//1S r 1 G"-V 6/ 5 'r " 0 L, outwit , 1 - ,_. J L ,...,S I-47 ! ,,,,bi f 5,�' .c.•r. i .,-, 4 Pr ec ....r'° �� 1 T pe of Ins ec i n: i-",(4- • U Ltt , r i I 1 Acj ress: Iot 1n-46 )Ni/03iA, Date call d: Date w ted: 1 Special instructions: Re q u ter: III t Phon d 1 o r _ /(j 3 _. " 0 L, INSPECT NO. INSPECTION RECORD Retain a ropy with permit CITY OF UKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 - 36701 Approved per applicable codes. Corrections required prior to approval. $4 .00 REINSPECTI ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj ct: r AT" ' r / of Inspection: r ( spe r pl cct lee 4: cif Addres : . ■ ,. A /ri . ✓ / 1 Oat c. fled: 0 L ..... Special instructions: /472 -Tp -1 0 HS v2. // f ate t }} f /� t .m v t (/ ! P.m. Requ er: 1 01 Ph O NO — - 7 1 7?- 4'45P COMMENTS: / 0 17 t f_s, e.1.� 6 .ria ! / ' ' ( e4 rr- r, v ..- t t � /. r.�.: . ,�-E k at << , .. < P I a ' 4 (-_, 7 71_ (ii:/ - 1 t e j e r a l i A .-- —r.Q 1.." c 1 p - e ---L tA ,,f., ,1 / , �, , t 1 yam, / ) .24 ;Oft- L , ,� �, 1 try . •7 ��, ! 1 i' V T --- -es c INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 lik Approved per applicable codes. IJ Corrections required prior to approval. ° ! Date: )z f/2 =v/ c $47.00 REINSPECTION FE'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 COMMENTS: Type of Inspection: } - 't c- _ .( -, ' ( r , K. / 1 :2, r 7/ /) /,) Date called: ? t- / 4 l Special i / :X2 tructions: / I Date wa ted: C J._'_ -'J} (C'} 1 , "0 t Requester: _AI fr '1 Phone: _ j / . � Project: .-- T 7°" Type of Inspection: } - 't c- _ .( -, ' ( r , Address 1.2 is n . _�_1� -- 1 r bt, r} (':I ( Date called: ? t- / 4 l Special i / :X2 tructions: / I Date wa ted: C J._'_ -'J} (C'} 1 r d m. p.m. Requester: _AI fr '1 Phone: _ j / INSPECTION NO. INSPECTION RECORD Retain a copy with permit 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector i;7 } Date: / /72 � 7 $47.00'REINSPECTION tEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: AT `=r :Type of Inspection: t'Y - Ccvl Address: (Z. < Z f =, S tl- 4-t�,- c� �. l> i- Alt— Date c lied: I C / I C/ e Special instructions: ( 70 J /12 7'111•...Q • Date wp nt : .m. Requester: .. ! t+.-) 1 Phone: / (. /_ 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. CO MENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspecto " / Date: C ; � '''.�- ., /i /kf El $47:00 REINSPECTIONt,,FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,d Needs shift inspection Sprinklers: Fire Alarm: F'h" Hood & Duct: . , Halon: A/ Monitor: . /1 t .4 Permits: Authorized Signature Ciiy of Tukwila Fire Department Thomas P. Keefe, Fire Chief FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Approved without correction notice Approved with correction notice issued 7 , : Permit No. Date T.F.D. Form F.P. 85 Steven M. Mullet, Mayor Project Name Address / 5 : Al 1/, 5' Suite # • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206 -575-4439 OCT -12 -2001 18 18 EA/ Q /NEE"VS - s L IL OE RS RAGNAR BENSON INC FACSIMILE TRANSMISSION COVER SHEET TELECOPIER PHONE NO.: 847/692 -9320 TO: Ken COMPANY: City of Tukwila DEPARTMENT: TELECOPIER PHONE NO. 206 - 431 -3665 NO. OF PAGES: 1 + COVER SHEET = 2 INSTRUCTIONS TO RECIPIENT: Ken- 1 847 692 9320 P.01 250 S. NORTHWEST HIGHWAY PARK RIDGE, IL 60068 TELEPHONE: 8471698-4900 FAX: 8471692.9320 Per your earlier request, please find the attached cover sheet of the roofing specification for the AT &T build -out at 12628 Interurban Ave in Tukwila. We will be installing the Alternate #1, single -ply roof, with R -21 insulation. Please let me know if you need anything further. FROM: Knut Olberg DEPARTMENT: PHONE NO. 847 -698 -5628 DATE OF TRANSMISSION October 12, 2001 PLEASE CHECK THAT YOU HAVE RECEIVED ALL DOCUMENTS. IF NOT, PLEASE CALL. This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is hereby prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the United Statcs Postal Service. TIME OF TRANSMISSION D0LH6 OCT -12 -2001 18:18 RAGNAR BENSON INC D 7 CONSULTING, INC. Roofncm & Waterproof►nq Specialists 4101 Westerly Place, Suite #110 Newport Beach, CA 92660 LETTER OF TRANSMITTAL Date: TO: KNUr OLBERG 'NE (847) 698 -5628 RAGNAR BENSON Project: Tukwila C - Buildings C Built - Izcation From: MR. OLBERG: SINCERELY, 5/11/01 D 7 CONSULTING INC. Cc: PER OUR DISCUSSION, I HAVE PUT TOGETHER THE ROOF REPLACEMENT SPECIFICATION FOR THE ABOVE REFERENCED PROJECT. I HAVE ALSO LISTED AN ALTERNATE #1 ROOF SYSTEM CONSITING OF ONE LAYER OF 1 /4" DENS -DECK (FOR A CLASS A FIRE RATING), "R" - 21 INSULATION AND A 60 MUL REINFORCED PVC MEMBRANE, AS STEVE PERNA (STRUCTURAL ENGINEER) IN YOUR OFFICE IS CONCERNED ABOUT OVERALL SYSTEM WEIGHT. PLEASE CALL 7 t) CONFIRM YOU RECEIPT OF TILE SPECIICATION ON MONDAY. CHUCK MAHLUMilIZREEF MANAGEMENT 1 847 692 9320 P.02 (949) 955 -2777 FAX (949) 955 -2829 TOTAL P.02 THE AUSTIN COMPUTATION COMPANY LISTED BY a OWNER CHECKED BY /�� LOCATION CONTRACT NO. l I(i `119+.0 FORM NO.48 Rev. 7/90 � l.Ie e 2. SLftE Ze 4 Sliee e- S" C- LcULA lots o ee frois OF N L / Yoo To,' QiV1 i goet.J in, Cash /+('L( /►,' nn , A �. Ca kt 40 6:r (2 ►1i t� CleC G(') �''.� C� f;: ?� 6%) � eat-t /6'tl,� - /a.e�. '�1%wit eTi /ecl (j 2 /4C({ 4 0 4, CS SHEET EST. NO. SHEET 1 F DATE F LISTED BY CHECKED BY CONTRACT NO. 6420 THE AUSTIN COMPUTATION COMPANY SHEET Cheek For re GI Porn Ca Co^d e.itee V A 1 f : ,. We•sf Case a 4 spa For bent iel 3-1F-- -( I I I I I I i _,' 7' I Cu al 1I • I — - '-- . -* U` t ►tew a.•e bus I o Care 41ec14. t tads FORM NO.48 Rev. 7/90 OWNER LOCATION /{71 -77Altw,ila / l P4. 102A5 fo rooF ois(s cpi)('): 25 # 45 tS�� EST. NO. SHEET,__ OF DATE 519/ RiOcAe4 _ (04 : 43pIP rt.Ioed to 4clst (is ')(4 pic): 3.41 Ac tt lad to curb = oo # : F 1f In ' . S a 33I11)(1.)' 231114 Tr. 1155_416. CoI d Cortticioist S y, = ,2.6o ,i ' = IS.o3 I t I✓ c) (4 o) = 2 4 ks c . ' I ca• In LISTED BY CHECKED BY CONTRACT NO. THE AUSTIN COMPANY z Rein Po(ce RooF Roof 'ref Units - (G R24:4 toe (s w.ws ' ease For E•lal load ) 4• Screws a 2100 /ws $40* % J ost . Q� . FORM NO.48 Rev. 7/90 $ OWNER LOCATION !la Cone , 10 ‘1 t o .a4.' 1141 ex" tp "9 ax1's • CIR..•La►,,. 'lo Load {o Curb i 00 ; Id(o COMPUTATION SHEET EST. NO. SHEET 3 OF DATE bea (Io(45(15')(a'): (,8'(0 I`lpec.L, =(2.29 5(!6'): 3464 ,Go ;A A. I (a_ .._. J7,2oso i: e>< Isft•, Lean - -- 5 Ur for&. w� F � - .1.15..75s) I ( .....cold For,p Jo 13 / _ FL :(&)(4o ) F_a4.1Cs i •' • 12 14M lss c _ < a4_ 0J77 THE AUSTIN COMPUTATION COMPANY SHEET LISTED BY CHECKED BY CONTRACT NO. ttf 0 CP pl., in For re (IP r viva tr cLe FORM NO. 48 Rev. 7/90 ■ ■cs 4 01. so' I .4 l$(;l, X cd . F1, A400 • t /0t7.5 114 ft- M V! SAMOMMOBEata OWNER LOCATION EST. NO. SHEET 4- OF DATE I. la' I f meek Q. : 15-° psf 1010.5 A :.sscvie Le2. e • I • ra oveleftesS' t 152. A Ica .3 Yo moo Ltr.i ovens 1-(ess move une 6 c lose r os,ri !via, e tmii s.o 6 cern"W loa Ji tect 1/41 Cve eh/ r•/ vi. Mieclu 4 if s„„k: 41104— tos.7.1- oveeSileSS- 3. x icoY: a. t 4 Yr 1400 THE AUSTIN COMPANY LISTED BY CHECKED BY CONTRACT NO. FORM NO. 48 Rev. 7/90 * 15" g' ,s csi OWNER LOCATION so' so 34i 11' NIrtec,..1,.: 11. 2 co 41 sio% AO 11 flat Ltati ft abu.ta., c mut . COMPUTATION SHEET EST. NO. SHEET c DATE OF 12t- 0) 32.( 3z (1 : SO ni(g+ 1.2.4(?- : 3+7 ® tip (4 isr4. (4)1. i44 ON 1+4 (14) : 519 0 q12 (if 4 .244(V 144(.1r 4o1 • s() 4• . ( 1 - # ): . SC) 7/4 6, v 24 0.0 psi . SX 7 1 *et k I 0 2(7. S 1;1 • • % overstress I lr I od a400 'viva AN LA I s 6 C •0 co E6 7/40(i2) _ /0•.>" ove.skers : 3.5% Moo 4 'Yo 01( cc 2 2 o lli w V) w o co 3 g.. • 0 C.) O — 0 ul L I 0 . z Cu 0 — 0 ' -12 -2001 18:18 RAGNAR BENSON INC QG"G�� /NEE' A'S • 8LIIL OE FACSIMILE TRANSMISSION COVER SHEET TELECOPIER PHONE NO.: 847/692 -9320 TO: Ken COMPANY: City of Tukwila DEPARTMENT: TELECOPIER PHONE NO. 206 - 431 -3665 NO. OF PAGES: 1 + COVER SHEET 2 INSTRUCTIONS TO RECIPIENT: Ken- Dot - i 9 1 847 692 9320 P.01 250 S. NORTHWEST HIGHWAY PARK RIDGE, IL 60068 TELEPHONE: 8471698 -4900 FAX: 8471692-9320 Per your earlier request, please find the attached cover sheet of the roofing specification for the AT &T build -out at 12628 Interurban Ave in Tukwila. We will be installing the Alternate #1, single -ply roof, with R -21 insulation. Please let me know if you need anything further. FROM: Knut Olberg DEPARTMENT: PHONE NO. 847 -698 -5628 DATE OF TRANSMISSION October 12, 2001 TIME OF TRANSMISSION PLEASE CHECK THAT YOU HAVE RECEIVED ALL DOCUMENTS. IF NOT, PLEASE CALL. This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is hereby prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the United States Postal Service. t -12 -2001 18:18 RAGNAR BENSON INC D 7 CONSULTING, INC. Roolfn & ;:a..te o S 4101 Westerly Place, Suite #110 Newport Beach, CA 92660 LE77ER OF TRANSM177AL Date: 5 /11 /01 To: Project: Tukwila C Built- From: SINCERELY; D 7 CONSULTING INC; Cc: MR. OLBERG: KNUT OLBERG ''iNE (847) 698 -5628 RAGNAR BENSON er - Buildings C `` 4' 'cation PLEASE CALL TO CONFIRM YOU RECEIPT OF THE SPECIFICATION ONMONDA K CHUCKMANLUM /%RREEF AIANAGE1 PENT 1 847 692 9320 P.02 (949) 955 -2777 FAX 949 955 -2829 PER OUR DISrUSSION, 1 HAVE PUT TOGETHER THE ROOF REPLACEMENT SPF.CIFICAT ION FOR THE ABOVE REFERENCED PROJECT. I HAVE ALSO LISTED AN ALTERNATE # 1 ROOF SYSTEM CONSITING OF ONE LAYER OF '/4 " DENS -DECK (FOR A CLASS A FIRE RATING), "1?" - 21 INSULATION AND A 60 AfUL REINI VRCED PVC MEMBRANE, AS STEVE. PERVAI (STRUCTURAL ENGINEER) IN YOUR OFFICE IS CONCERNED ABOUT OVERALL SYSTEM WEIGHT. TOTAL P.02 10/04/2001 03:47 2066285108 UNIMARK Taxjiumber: 91- 1630886 11NICO Tax number: 91- 0605978 Resale number: (UBI) 578013124 Conttactors Registr UNICOI*347LL Exp.11/1 5/13/98 UNIMARK CONSTRUCTION COMPANY Resale number: (UBf 601526922 CQntractQrs Registration: UNIMACC066DM Exp.-34e- . r /j UNIMARK CONSTRU(' PAGE 01/01 ILD CC: 05/09/2003 08:46 17086368152 RECEIVEq EIVG/NE.EFl3 • BLF L ! RF U 3 21)63 DEEVELOPMEN FACSIMILE TRANSMISSION COVER SHEET TELECOPIER PHONE NO.: 630/761 -8940 TO: Dave Larson COMPANY: Tukwila Building Inspection TELECOPIER PHONE NO. 206 - 431 -3665 NO. OF PAGES: 0 + COVER SHEET = 1 INSTRUCTIONS TO RECIPIENT: Dave- FROM: Knut Olberg RAGNAR BENSON PAGE 01 av_/67 ermI NuMl Project Construction Trailer 500 S. KAUTZ RD. BATAVIA, IL 60510 TELEPHONE: 6301761.8530 Regarding the AT &T project at 12628 Interurban Avc in Tukwila: The generator room has a dedicated supply fan (SF -2) that supplies 1400 cfm of outside air into this room. This constant supply of air and the leakage of air thru the generator combustion air damper will provide enough combustion air for the unit heater. Let me know if this is OK. PHONE NO. 630- 761 -8530 DATE OF TRANSMISSION May 9, 2003 TIME OF TRANSMISSION PLEASE CHECK THAT YOU HAVE RECEIVED ALL DOCUMENTS. IF NOT, PLEASE CALL. This message is untended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is hereby prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the l Uni S Postal Service. FAX: 630176118940 z knut.olberg@rbic.com w w QQ � JU 0 rn 05/06/2003 16:08 17086368152 RAGNAR BENSON CC: RECEIVED �IAY U 6 2003 .. �. ivy 0- 4G- '� o,c.'nL n� PM TY FACSIMILE TRANSMISSION COVER SHEET TELECOPIER PHONE NO.: 630/761 - 8940 TO: Dave Larson COMPANY: Tukwila Building Inspections TELECOPIER PHONE NO. 206- 431 -3665 NO. OF PAGES: 0 16 l COVER SHEET — 1 , INSTRUCTIONS TO RECIPIENT: Dave- FermUNuMi Project Construction Trailer 500 S. KAUTZ RD. BATAVIA, IL 60510 TELEPHONE: 6301161.8530 FAX: 630/76118940 knut.olberg @rbic.com In response to your comments concerning the AT &T project at 12628 Interurban Ave in Tukwila, 1. P -MVT ventilated thimbles will be added at the generator exhaust roof penetrations (see attached cut sheets) 2. Cut sheets on the B vent that was used on the project are attached, no special parts are required. Also, the mechanical engineer has told me that no supplemental combustion air is required, based on the National Fuel Gas Code Section 8.3.2.1 — the room volume is large enough to provide combustion air. The room has an area of 4,360 SF x 14' tall = 61,040 cu. ft. Code allows 1000 BTUH of installed gas fired equipmenty for every 50 cu ft of room volume. (61040 / 50) x 1000 = 1,220,800 btuh input allowed, we have only 700,000 btuh input installed. Please review this material, and give me a call at 630- 761 -8530 at your earliest convenience. PAGE 01 FROM: Knut Olberg PHONE NO. 630- 761 -8530 DATE OF TRANSMISSION May 6, 2003 TIME OF TRANSMISSION PLEASE CHECK THAT YOU HAVE RECEIVED ALL DOCUMENTS. IF NOT, PLEASE CALL. This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable taw. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is hereby prohibited. If you have received this communication m error, please notify us immediately by telephooe and return the original message to us at the above address via the United States Postal Service. COMMENTS: Atldl+eis Date �► .i s • r • r tN,i. ate 1/ —1/73 Pon. p•T Requester , //'' Phone: 10411r .1 is -. •. AWAVIIIIII W+p( � ( Type d Inspe pon: Atldl+eis Date p s • r • r tN,i. ate 1/ —1/73 Pon. p•T Requester , //'' Phone: 05/06/2003 16:08 17086368152 APR - - 2503 16 :33 RAGNAR BENSON INC rut. 13 - I= 14•.710 I rwALM HLla+rw 547.00 RElNt4EECPON J REQUIRED. Prior to inspection, fee must be 6300 So.Rhcentrr Bivd. Suite 100. till to schedule eel • ecth . Receipt No Due: . ' t• • • ••• :� 3�1,A F t• • ; : fir•_ 4t1 • • • gRiel.m.we. inr�..e. �ivQ� �Zoa - y6gl D�ge../r1os,,,v �.Au 206 39‘ -68;5=2 RAGNAR BENSON PAGE 02 1 847 692 932.0 p. tub INSPECTION RECORD Retain a copy with prink. INIPECOON NO. CRY OF TUKWILA BUILDING ON1SION 6300 So tenter Blvd, #100, Tukwila, WA 96188 (206)431 -3670 0 Approved pat appnrcable codes. Corrections required prior to appnwaL v,e41-- Nit TOTAL P.02 05/06/2003 16:08 17086368152 APR -3 -•2003 16:31 RAGNAR BENSON INC . Thimble . • • • Cam: 7718. • • dr cent Of Mr; MRS • d PVT. Also can be ad by itself fora wall nbtrari«i: w PPS u *, de : sa 1. $odd PS pot MM¢ tar Weal awlse�i' r r • • Ventilated Tall Flashing • Code: VT It:lQses theTWtI, Offers tVt.ctioti from tArea>�fst xt moisture pent .t1ort. • L r cad•. . .,v id • • atslWito A..s.et A 0Mm id ams4s - -...f :brunt ' . 1. model is pt mos ter ram Ventilated Storm Collar Co de; VSC oleos me ttom lather and moisture tietratibrt.. • • -1 "4 as r- (c.ri Maeertita Avafibk led arnsy 'VC .-,,this; 1 tin= t: Model Pa port wed for PSC1 gavkaaorre. 2'd RAGNAR BENSON Yentitated:Roof Thimble "serYfbly coed: MVT Fait tati-where pipe passes through a aornbuoitatoloof or structure. Mb giedes ' the chimney 6 abave.the ,00t line. PAGE 03 1 84? 692 9320 I'.133 Roof'Penetrafions Ordered tort Ind .e: One nom, vna PR Fts vn; ant arse yea. i. $bi.t P8 part used kw 11 eppYuiana aooe 14fl ISd WdL9:20 E6, 06 2ldti 19 78 05/06/2003 16:08 17086368152 APR -30 -2003 16:31 RAONAR BENSON INC Roof Penetrations Storm Costar Code; sc Used above the IF arid' PTF for . complete weattled2atlort ebwo the roof. 'Maorieka Available ° ydrded w aa)s Ordered. Pert Includes P hartiwrtre. Nokee: • 1 . Requires MOO sealant w►h p hstaIhtg. 1 morel P8 pen used br IPSC1 app0oaoonu. • E'd • Tall Flashing coo: • Used in conjunction with SC for vr6atherization et the roof occe r con-re (01)44.11. +e! iliaradah Available wooed antra Ordered Pstlttchtdtar TF only. RAGNAR BENSON ..' '741vrvs Kokaa: t - Use tingled to Ins2eliet ens when corn h1s roof ponetradon is nan•a0rribuat[t>ie. Model PS pert &sad for 1pect appnctooris. Pitched • Tall. Flashing Code: PTF Same to nctction as TF, >9Xtlept br use On a pitched trial. PAGE 04 1 847 692 W41 r.lq iktsdala Aendlibis Maori air • Ordered Pat Include*: • PTFA (aoecltr dooh wtan ordering). Notes: . • 1. Part le non-returnable and may require extra mamnrtsctauing tune. 2 Use limited to irstalatlona whet,: compiete root penetaDon k non - rttibi te. . 3: Model PS part void for IPSO1 applications. (1001144. ISd Wd80 :2B E0. 0E i'zi z 1 W UO co O co co Li. W O 2 N O II u o lb z r .18 05/06/2003 16:88 17086368152 PPR-30-2003 16:32 RAGNAR 13ENGON INC • "- • tFLOoR•GUIPE (P.FG) " TM nos rGykis topprtsioi a Full piryp,.too Iwo Angles; and:. • two Set strops; erldvseilvesezir.the triter& Mil to.bricstt • within a ticor awl% AA *hon4no OM via). Ins flat Wraps nr b prevint sidavisyslaersing of the loiv2 amass. • • . kg. D4 • Floi?rtiYad0 ... (P-PG). • . . WAratua stp0, 01(04 !IX Oat Ora • • D PloOr:01Ade 14sotbauil;Ftda• Opening • • InsuiStfOn • lilgagssifite • VIC] ••• .• rto2 Ar/C4 • . . . PULL ANOLE&RINO (PPFR) . Tha Fu1 O Rift Thr1.41•4 be medal an irtpension gulag by atraorrnenk taUltebla ribucturstaiser trams. For $ support cradle tor hared l run. Wilma hilly be port6ild by RAIL IMPORTANT CA11110,41 The Supports and Quidss desalt:ad here ere efeY.ellitible for allachment to noncombustible con- struction . . • P 'd 14"P" ir•A, ••• • • Pips + 10° Pips. Ste ir Pipe etre + 111° . • • • : • • • F1 P'll Rini wad as Awl:states guids RAGNAR BENSON • BAND • pe_ _glow • . • ANGLE RISC, WIDE , QR LOO R GUIDE . . FULL RING BOLIED ' • To MAK (ROTE , • DO ROT AITACH ' RING TO PAO • CHAIRIEL OR rnmE mac (SI OTHERS) [ MEd suPoorno cam Aud cobAr‘o uovekno 'softer ADCOLIAlc CXPANSIck4 DISTANCE PAGE 05 1 847 692 9320 P.Let• • • • . • • SOMA& • • - mu_ RIM • • LOCATED ItiArr SUM/ OUTER &KO FOR • EXPANSION ALLOWANCE IN %OMR, SPACIM TABLE. . STAmoAFD LEAcrTH . • • vERICAL SPACSNO • Or /014c$ AWN; INstOS oft omit* gecay To . WITS SUFPORT.3PACING TA8L STACK SUPPORTED FROA1 BELOW 000(41.1.0 IScl Wd80:20 E0, OE &Id •, •••-• • ••. • • • ,•- :•-•-•77•41•*!!!"•7,•"7"7"••••"7,, 05/06/2003 16:08 17086368152 APR - 30-203 16:32 RAGNAR R BENSON INC • Roof and Wall Penetrations 'Pout Noe. P-MR ROOF SUPPORT ASSEMBLY (P -MAS) ' • . • Tht!' Roo Support Assembly is primly for penetration of roots or combustible construction, a tnctudse a Complete, pips section and It cap be Installed with wood framing at two itch minimw'n Nome. to the Thimme structural shield (soe friig. Cam•. Nominal trarr*l9dkT%*n ions are given In Table E-1 (see also Fig. E-1). For pitcthed roots it is necessary to construct a I. curb su IN* ex st?er1hrnent of the support bracken. The vortical tomtit of tht0 assembly Allows penetration Of root $trueutris up to 8 inches deep. • • . For assembly to alarard Model PUPS pipe sections, the flanged from joints of the Root Support Assembly are complet- ed M ma same mariner as standard pipe. Air c ircidation through the Roof Support should rid be biodhsd off it the c#hht n y Is installed through combusti roof structure. In small tidier rooms with gravty air suPOIX k my+ also G&fl1 as a entiation Air outlet.. .See Fg, A-3 for Roof Support Capacgka. Use of a Full Angie Ring or A VV&I or Roor Guide Assembly is recomltitsnded,Just below th$ Roof Support. The Roof Support Abaembfy mounts directly to combustible .dirveturo using bur V. X 2' /a int*•tag schwas m each support bra net, R the holes for the lag bolts alt the bottom' of the brack- ets are not prsdr fled, •nshove the piece of Modsi MAPS obe from the Roof Support y prior to installing tlhe unit so OM Mum wilt be adages» work space for tower bolt Installation. The Roof Support section of Model PAPS PIP* and the nett Ph* aaetion.above is attached to the Support using the Clamp Range provided, The Flashing is than cantered over the open- . irg,The Storm Collar ke'placed on the pipe and in•contact with the FPAShing: Use s*icona sealant at the joint between pipe and filer. • The ee8iing shield is then ettached to the support body using the fasteners pram. Fig. E5.1 - Fuming dimension for Thirn le and Roof Slippint Assoinbttes (PAINT sod PARRS) ROOF . r�ll�e s r� s ae! �' OAS AEI Illare • If woot�a sheer i ' r S - d ROOF CASING NC CONh.ETC.T rRAdEa ht MEC MR SUPPORT a Styr 14112.1 E •n boa 0418010$6 it 114X. cm too Or CURB if NEMO) MI 'NOV 76R FlB. h'-S?„ RAGNAR BENSON PAGE 06 i 847 692 9320 P. tab .INSTALLATION INSTRUCTION Soctitmn . E • 5, P-MVT' P-TF VENTILATED ROOF THIMBLE (P.M' _ The Y e h t d a t e d Root Thimble, w h i c h does not I n c l u d e 'a pipe soon,. ie primarily for penetration of building .rate of com- buable construction. It can be. installed with wood horning at two Inch t ininium clement= to the T imbue sfmavrmi ohisid (Asa Fi . E-3). envy be used with al types of roofs. • Nominal framing dimensions ars given in "table 'E -1 slid Shawn in Fig. E -1. For pitched mote, tt le necessary to construct a level Curb. T h e Thimble mounts dfrecty t o I v .cafibusOble structure u s i n g 1 M'I. X 2'h. loon lag wawo in Sotto maternal bracket. Pipe is easembied from belot.and inserted up through ile Full Ring provided with the Ventilated Thimble. The Flashing is then cerdered oar the trained openinp.The Storm Collar Is placad On the pipe and in contact' with the Flashing. Use slitter. -. sealant at the joint between pipe and aollar. • The Storm Collar has interngl spae+erb. and wthen ptaoed over the pipe will hest on the FlaaMtg to maintain charanea for the ventilation air axit.Ths eating shield is then attached to the thim- ble bock wing the Interim pnorided. . • 'abhe Er1 Roof Support � eel Thimble PIrr colon Call? Ol.mss+i A vhArh 'ITA rirof ' Awning D_.tgnsion • Delenalon 11P5 ptha M Pb! ds plus Mir 1%1 • Alps dial plus C Pipe title plus ear 4 Pg. £4 _ Roof Support Installation (P -MRS) Pip. Phit 1e • ►+os item Ow Egg Pee 10 Out tr Pips umAM (P.ugs ct. os Gq aoora4A ISd wdW :20 W. ee ddb Ammo ohsinslrr 8 Pip sal $x.145' . Pipe sue phis te.s PI* pine plus 111r p s sraaui aor • 'c arwo ar+0 ei+oW i xrM mil. r rstOhr CEX11400 LONGER cur SHIELDS AlautAigg reach octcfh►. 20 05/06/2003 16:08 17086368152 APR - 30-2003 16 :33 RAGNAR BENSON INC s ag. - tflsasnsuon or vertttlatied, oppinitts (p.rfp • • sense etwiled4 • • , �1�. w a i- gepvYir • 4 i 0- 1 •___ I - rill ' eo U IMO : F . 94/ r+olt tarmac oolvolotl. ao rear Loa= rare oaten OM F003 a wut. a Iwo ,. ' eV ST f ps *ma 'Ste was 11 PO aormio $f0618 A.6010 'R 'RAM thstemor+e: 111401114 OCT ferro ter+. r was • 21 ; MENIUMS70 mot b ,9•d.. . _ . CO • • • n, rdi +i. • et 4 " anon 4 44444 . was • aa. A.+K /sin 1.11 cage «a ./„41111 Mir +.ww ..r 011 1110,404 Mal MUM 4". . This Thlroble includee•a Alp Ring (Part No. P- FR)'*rich pm - W03 We* chimney support to. resist outdoor wind ioaoe; fol- low the V' dimension altos* ih Section A tar metdrtwm -free stahlclfnp' hNghts atxt+" 1hD. Full Ring Which is secured to the Thimble body. • • , For theVarttlisted riot)? Thimble (as aan the Roof 6uppaft) do not block dit ate circulation 'through the Thimblel the deck is insuesd•u+eeugh o mbuetlbid roof structure. • • Whait lass ahlip ao'throuph ths7b be earl& that .111001 jQequate. l espenalon allowance between pipe Outer Channel bandit and. the RM Fling supplied with the .Ne ntilated The ttble. If an Oinsr•CI)w st Bared la firerlty below Ws FtO. Ring, on upeard . t)le magort•ot • darnags the taD*•on the aseemblid channel le di nd& • • FLASHINGS AND STORM C COLLARS (P -TF and P-SC). nowt Asw to y consists Of a square base Tall Cons Flat Roof •FP;isMA% phis q Storm Crgidr oountar flashing. Both of trees fit the outside diameter of Mode PS4PS pipe. These parts are.mads of geleanited •ateek which rdlouid be cleaned and painted' after installation to help resist corrosion. These parts are optionally( enable In startles* steel for says of malntenano*. • • • The npnvsnblated Flashing, is for use only on noncombustlbie fiat of slightly pitches roots, The Flashing is not Intended to take any size orwind bade, thus a Fug RIM below the roof is used for lateral s tablIPOt 'For heights above the angle ring a cceefiaing the Dlmension F friestandlne limit. externaEguidng or guying is required to Stabilize against wind loads lb allow for thermal expansion upward through the Flashing. the that outer bard below the F3asming durst be down ffr.anough •to•awld kiterte<st = Planter, ft mom Inch, 5 inches of expert- .. RAGNAR pan- RAGNAR BENSON i 84? 692 931i aeon is, evicted, the Storm Colter `ahthIQ be (Wooded' dowrh turd wilt an ai ed $ng'oe galieritaed taint. • - • r� editnim Might t thee foot ye* a Ptak Support Peassaiblf (P.110 'Jet Wait thhe roof Whli apprarast 4ttykrg or • bracing i ow tt+e•rbef.;', . The Cbifat frpoaisalill eF+i pipes irtant std !!w• :F try t wo s er>•stormCollerend pipe 'should be tialedVeli ahf 'sealant, • Felt. .5•4 - InstaliefiefivOITSK bona Fissesinq (RTP) i • ante Meseta: sato sro & ootw e t.sci • wv+o, P TIC' cask Mama (PYr) swrnc rL MNic 70 PAW satyr a .stxoos -11 SIRE ALCM MN %Stift igaVaggr Or AMR ' ttaft • piton PSTI (II Lou: .6iRe off tailsrat wows £tOtOtMtl WoOtel aff*WCl • Pig. IPS - Mawr/ Wee gime Sittl. Mot Stand DP • OTHER PENETRATIONS In many ar+gel*. sit lauat and • .other appboatisor e, Mode: IPS maY Peso• through an extedoe Masonry well hcltZQnrafly. F g. E elks e a simple eitiliftn which can be. easil !.incorporeted- PAGE 07 r•.tor CLOPOMNINA1 rS•i wriAri:? 0 t: o►. DIP wa, TOTAL P.O? CC: 05/23/2003 • 14:59 17086368152 arY•+�'77ra;annw.aa.ry; M,akif'I�+st;1Y a °::'.'� }^*x-! Fk„p �nf: t RAGNAR BENSON Fermi/NuMl Project Construction Trailer sir 500 S. KAUTZ RD. TELEPHONE: 630/761-8530 FAX: 630176118940 knut. olberg®rbic.com FACSIMILE TRANSMISSION COVER SHEET TELECOPIER PHONE NO.: 630/761 -8940 TO: Dave Larson RECEIVED COMPANY: Tukwila Building Inspection MAY `2 .S Th( i TELECOPIER PHONE NO. 206 - 431 -3665 DEVELOPMENT NO. OF PAGES: 5 -4. COVER SHEET = 6 INSTRUCTIONS TO RECIPIENT: Attached, as we discussed, it the engineer's recommendation to use the Metalbestos roof thimbles at the generator exhaust pipes at the AT &T project at 12628 Interurban Ave in Tukwila, as well as a sketch showing the added interlock between the gen room unit heater and the supply fan. Please call me at the phone number below when you get a chance to review this, I will have the work proceed immediately upon your approval. Once this work is done all issues will be wrapped up with this project. FROM: Knut Olberg PHONE NO. 630 - 761 -8530 DATE OF TRANSMISSION May 23, 2003 TIME OF TRANSMISSION PLEASE CHECK THAT YOU HAVE RECEIVED ALL DOCUMENTS. IF NOT, PLEASE CALL. This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged. confidential and exempt from disclosure under applicable law. lithe reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is hereby prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the United States Postal Service. PAGE 01 05/23/2003 14:59 17086368152 RAGNAR BENSON MAY -23 -2003 1553 INC Oettl oy. ........ INF • .1. " mil Be navy . 0512212003 09:14 AM Please review the following. Incorporate into a cover iemtr and fax a stamped copy to Knut Otberg at 630.7814940. if you have gUeSttons Knut's phone number is 630- 761 -8530. For Knut, Rick's phone number is 205474 -8300. Fax number 2064744349 1. Engine exhaust roof thimble - Drawing O-1 notes the need for a roof thimble for the ertgMe exhaust. We have recommend using a Selkirk - Metathetic* thimble assembly Model P-WIT. There are two r exhaust penetrations of the roof. Each exhaust pips is covered with 2" of trjsulation, this results in a nominal 12" chemist assembly. Field inspection by the Seattle representative of Metalbestas and The instating contractor is advise to aasure proper size selection and support 2. Unit neater combustion air • We have provided a continuously operation fan. SF -2 to provide 1400 cfm of outside air. Per the request of the cat we are adding an interlock that will not allow the unit heater to tire if the supply fan is not running. We have addso an interlock to lock out the unit heater when Nov generator Is running. Cut sheets of the Bumble and Installation instructions are aged. A sketch of the unit heater interlocks Is al o attached. 8300000503.PDF e300000584.POF Wlpia Satnaby The Austin Company (816) - 841.2680 Phone (818) 1 -7560 Fax Nge go. , 90 Toy Rick Wiltcnh JAUS Austin cc: Knut 0a* kcIAustinQAuatin Subject Tukwila Mechanicat issues PAGE 02 1 847 692 9320 r.ei/vA JI i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. IL { .. _ .,.�'Rjw` u i0.'4 4.t�'{� 4r r 05/23/2003 14:59 17086368152 RAGNAR BENSON MAY -23 -2003 15 :54 RAGNAR BENSON INC Sent oy: Ina Austin t;ompany; eve o.w 64,w, Ins. FA YangaVoiS/MA11..t1UIWWONINT) t�IINIMp IIf W ino molt 1r OM AuOw/vI OWNIKIMMOIMINCINICWAILIAPICLIMMAME 6.1MR& WIC nom NIENIMI. t11ICIA112CIOIr. PAGE 04 1 847 692 9320 r. teas Isay - cc - uo 1 . 1 4(.., I ayc .01.11 ISIUriQ111100 rra0e oast ONUS WAWA ING wNS/osl0MICOI OI rwso mesa 53141 arO% 410104 d N610 , .� PAWS • Ioo7awswbill DO WI A111011 i Pal r•oeslIRMAID OPIMININNORMIKautni umporodiosporoes. twSOOa�s 11111/11M14 101. 01111.1110111 2 IL / I F 05/23/2003 14:59 17086368152 MAY -23 -2803 15 :54 RJR BENSON INC .261111. WI. 11.0 I...D ..v1..r.4..1�' -• • ∎∎ • •l • Ventilated Thimble Coda: THIS p t ,MRS, WO tat a watt endows Su Ti, IB prataclon too and atdsUR Pty the VTF train weather sod rleWNUtt% oenatrallae. aFeat • a Mal/a aaatitAla : Cattnnbpd OPP i Mum r 1 Mal A pot wed tr rieg a s lwtlwr. Vent!' tad Tall Flashing Coda: VTF Pipit w MCI axamwar. Ventilated Sto . • C pJ1ar Coma YsC ,. 1+r+ wd to Pot appiiroWr RAGNAR BENSON PAGE 05 i 847 692 33214 r. met= Roof Penetrations Ventilated Roof Thimble Assembly Code: �rvr Far us velure pips pameaa or aeutMMS rod fle ctimnay e' abate to loaf kw • aw■1dtlul hialko e Ow nit aft Mt a,r VW, 4W u. WIC. Maw 1. mew ri t vied fi,ififiG1 19 Z 1 W re 00 U 0 W J N LL w 0O w j 0 • w U � O N O E- W w I- O Z U O Z 05/23/2003 14:59 17086368152 RAGNAR BENSON MAY- 23-2003 15 :55 RAGNAR BENSON INC C1 ert rhy: 111! w4,10‘.m1 0.w9.I4 7 . A 'vase us 41 a4..71 THE AUSTIN COMPANY &gm SY --OA!. , ar uet NO AMMO sy •- LOCOMON.-T.411C24114. , yea sears I OF ooHmucrm ac,* r as shVcD V.s tr ME41 !C s : y ,urs•'.srar f OP1F2AT .,vim TI■ cUatfi" Surfs N 6. A.N u qtr it we :a-HE tMvz.-r- 11 CATS& 77) 7w4.4+ ad cm w Nfad TH Pitru' esog--al xt tcvAirni3car F-. TN4 W'f DitAY itEU► 6 t-L TvR' a F% TWO. 3 LY ij4 # AND TOE LWZT HEATS& 4,191111 TOE paw t.r.IL /001 .PAS XS rL' etmJ ' - MATI&AL tzsr 1.— C. . XI LA 116 CS 115 tutee- L-7 aPFU Sam .SfrerTiL 60,14d, if • C•h e -- Tp2 sV,v .C, D LAP 3-1P PAGE 06 1 84'? 692 93;e0 r. euerr, G GvAAfN *' S•.! Z•rs COMPUTATION SHEET JEXSS't"'rAor.- - r,c 3308 tAM gar( sGg arl. 2 EF 3 5TA&T Calve i' &C a s si'6- " 1aN Pit6vzO vi sx €T ar TOTAL P.05 FN < sP z. w zjE w 0 1- U u z (p July 2, 2002 Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director Richard George 18000 International BI, Suite 300 Seattle, WA 98188 RE: Permit Application No. D01 -169 12628 Interurban Av S In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Xc: Permit File No. D01 -169 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 13, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 July 18, 2001 City of Tukwila Duane Griffin, Building Official Dept. of Community Development 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Permit #D01-169 Dear Duane: Sincerely, RREEF Charles E. Mahlum Operations Manager CC: Rich George, Austin Company RREEF Real Estate Investment Managers I am writing to you as per your request during our telephone conversation of July 16, 2001. Please let this letter serve as Landlords consent and understanding of AT &T (tenant's) request to reduce the number of plumbing fixtures in our facility located in the Tukwila Commerce Park. Landlord understands and agrees that the reduction will be only for the time period of tenant's occupancy, and at the time tenant vacates the space it will be restored to the appropriate number of fixtures as governed by municipal codes. Thank -you for your cooperation and consideration in this matter, and please feel free to contact me directly if you have any further questions or requirements. A Q RoProperty Investment Management Company 16000 Christensen Road Suite 101 Tukwila,Washington 98188 (206) 43I -8336 P (206) 241 -7512 F www.rreef,com .'. .`i I':1;, 1 <' / /f', . ,)'(' /t/ e0..- 7 `, ((e x`'7 i ` ...� � r 7 � t l 'T , / R ,, : (. ; � • , l ` % 4 . 1,- { '' o. , /. f/t om i ' i . _ , rl 1 Ii1,1 / .. f r I J t•: , ;6" r• f 1 What is the issue? They want us to authorize the reduction of number of toilet fixtures required by UBC Table 29, as amended by the State, based on the fact they are going to have just a very few occupants in the building because of the type business they're in. I told Richard George that we could go along with that if I had a letter from the property owner stating that the property owner was aware that this permit was being approved under the condition that the tenant space covered by the permit could not be sold or leased to any other tenant without first bringing all the toilet facilities into compliance with the codes in effect at the time the change of occupancy takes place. Current status: I received a fax of a unsigned memo from a Ginger Mueller of RREEF (Real Estate Investment Managers) that says: "Landlord understands AT &T is reducing the number of fixtures in place for the duration of their occupancy at the above referenced address. Per their lease agreement "Tenant will be required, upon termination of the Lease, to restore the Premises to building standard condition and remove the above standard improvements." This isn't exactly what I had in mind. My intent was to put the responsibility for upgrading the structure onto the building owner - not the tenant, and the above statement doesn't appear to do that. The last sentence of the above quote doesn't make sense to me, especially the part about removing the above standard "improvements ". Reducing the number of required toilet fixtures is not and "improvement ". It is a type of judgement call variance that I'm allowing which in effect is a reduction of minimum requirements. r t : ' e l f . /, fl6Xv/ v i 4gN- 5 A- 2001(T1111) 10:05 RREu MANAGEMENT P.001/001 Memo To: Duane Griffin Building Official City of Tukwila From; Ginger Mueller, CPM© RREEF Vice President, District Manager Date: June 28, 2001 Re: AT &T 12628 Interurban Avenue South Tukwila Commerce Park Landlord understands AT &T is reducing the number of fixtures in place for the duration of their occupancy at the above referenced address. Per their lease agreement "Tenant will be required, upon termination of the Lease, to restore the Premises to building standard condition and remove the above standard improvements." Should you have any questions or require further documentation prior to issuance of a permit for their project please call me at (206)431 -8336. cc: Richard George The Austin Company (206) 674-8349 Real Estate Investment Managers 16000 Chriitcnsen Rd, Suite 101 • Mk - wile, WA 98188 Phone 206.431.8336 • Fax 206.241.7512 • c- gmuellerrrreef com RREEF � W 00 N o .u, CO LL, w CO 3 II z June 8, 2001 Mr. Duane Griffin Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Subject: Permit App #: 001 -169 Site address: 12628 Interurban Ave Tukwila, WA Dear Mr. Griffin: Sincerely, Brian K. Naef Project Manager AT&T — Global Real Estate 150 Mt. Airy Rd. Room 1S71 Basking Ridge, NJ 07920 Q.1 CV Recycled Paper (908) 630 -2066 — Voice (908) 672 -3118 — Cellular (908) 630 -2076 — Fax y2 y2 a ' / f vr�c! rY. AT&T I am writing in reference to your concern about the minimum number of plumbing fixtures as required by the UBC. Personnel requirements for AT&T at this location are minimal. Approximately 10 people will be working at this site, and they will not be there on a full time basis. The site is to be used as a local telephone switching station, which operates primarily as an unmanned location. Technicians will stop by to monitor, clean, and update the equipment. No offices are being built out in the space. The two toilets shown in the drawings generate by The Austin Company are sufficient for AT&T's needs. Please feel free to contact Knut Olberg with Ragnar Benson or myself if there are additional questions. Knut can be reached at (847) 698 -4900. 150 Mt Airy Road Basking Ridge, NJ 07920 110`51 rit 10 : r .m ere' gc./ (y e o y c. iDdre i L t'I IpfiVY, X e f1.10/C<,,�, 1 / h �" p2/0/ r )/ b‘ ,., 4 14 ec( L la - Y i` { 1i7, Trop f G W y y- 111-4 ihe, y - 141 4I s— ctekr)», ?x.64071 .toy rre 71k1)4.,er o-C re5 YOo-7i! -4 uy -1.0. ;6 Qr01,cceb.e, wb ; l /*'T 4-7 ;s // 7 ?Td 'J,.a... •�c-e , j 4 4° -1 4F.2. a S u� ©�)w� o-y� 1l . r -J p l � o P L ? -,, f / t Do . T i p7O /// C 1-iQ Y '`i7 t. /al t: 4 h 1 0 Ott Y u 'D,_ w11i Ye , y c � +4 . 0154q(Ica , 0 - 71 ©-r =S1 ic to tYc�� /yt -f :.i11, -e 6, f'1Y �e 01e( 1e( lie boric! r3�GQCL 64i+ II I{= ir) 111e P y 0 Lk) 'Y1e Doi -169 % /o/ June 8, 2001 Mr. Duane Griffin Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Subject: Permit App #: D01 -169 Site address: 12628 Interurban Ave Tukwila, WA Dear Mr. Griffin: I am writing in reference to your concern about the minimum number of plumbing fixtures as required by the UBC. Personnel requirements for AT&T at this location are minimal. Approximately 10 people will be working at this site, and they will not be there on a full time basis. The site is to be used as a local telephone switching station, which operates primarily as an unmanned location. Technicians will stop by to monitor, clean, and update the equipment. No offices are being built out in the space. The two toilets shown in the drawings generate by The Austin Company are sufficient for AT&T's needs. Please feel free to contact Knut Olberg with Ragnar Benson or myself if there are additional questions. Knut can be reached at (847) 698 -4900. Sincerely, ( 47.42 r�Y) ' Brian K. Naef Project Manager AT&T — Global R al 150 Mt. Airy Rd. Room 1S71 Basking Ridge, NJ 07920 (908) 630 -2066 — Voice (908) 672 -3118 — Cellular (908) 630 -2076 — Fax e Recycled Paper PO(I(ol 150 Mt. Airy Road Basking Ridge, NJ 07920 SECE OF TuOi auk i 5 Zo" PfPM1T PROJECT NAME: ATir PERMIZ :0 :. DUI -I (cc1 Site Address: / 2 tc t t ,LL'cLsv (act S , --- Original Issue Date: /0 REVISION LOG Revision Date Staff Date Staff No. ; Received Initials ( Issued Initials Sky Summary of Revision: ad '!,' i �(.�1 -� � �t 'tr tit Zvi LLa if Revision Date Staff No. I Received Initials Summary of Revision: Revision No. Summary of Revision: Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received Date Received Staff Initials Staff Initials Staff Initials Received By: 1 C £. Ge . 'please prim) Received By: Received By: Received By: Received By: Date Staff Issued Initials Date Issued Date Issued Date Issued (please print) ' (please print) (please print) (please prin) Staff Initials Staff Initials Staff Initials Original Plan Submittal DEPARTMENTS: ��,� M' (, 0 Buil Ing ivision C7 Pub is Wor s APPROVALS O CORRECTIONS: Approved Documents/routing slip.doc 2.28 -02 r ERMIT COOF PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -169 PROJECT NAME: A T & T SITE ADDRESS: 12628 INTERURBAN AV S h�►'L Fire Prevention En Structural (p - Z1 - a 7 ( -- 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Comments: Incomplete TUES/THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DATE: 6 -18 -02 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued cp1, 6.2 Planning Division Permit Coordinator DUE DATE: 6 -20-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 7 -18 -02 Approved with Conditions ❑ Not Approved (attach comments) 0 Notation: REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -169 PROJECT NAME: AT & T SITE ADDRESS: 12628 INTERURBAN AV S Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER'Permit Is Issued Original Plan Submittal DATE: 05 -25 -01 SUITE NO: DEPARTMENTS: Ktm B ilding Division F1—. Building 6 -Zb - O[ Publi Works C. (, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved WUtOUIUN)C 0- Fire Prevention E 11 W t� 6-11-01 c� Structural Incomplete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division ` 5 -Z -( Permit Coordinator DUE DATE: 05-29 -01 Not Applicable n F -1 No further Review Required ri DATE: DUE DATE 06 -26 -01 MENNEN Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # vg Revision # � after Permit is Issued Project Name: A T T City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Date: r / / S' 0 L Plan Check/Permit Number: D / -/ 6 Project Address: /' !v 40 i IrfrIV /kyr & O6 C. 7VV `70 Contact Person: F i c Summary of Revision: L. S Phone Number: 106 !7¢ Y C g uKWILA A -3, A -4, A- S, A -� H - 1 }1 -2- , Hv- , /-w - ro, Sheet Number(s): E - Z, C- 03, C - 04, E - 0S . c - 0 , C-09 C- // "Cloud" or highlight all areas of revision inclu date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on G z- 08/30/00 LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License UNIMACC066DM Name UNIMARK CONSTRUCTION COMPANY Address 1325 4TH AVE #610 Address City SEATTLE State WA Zip 98101 Phone Number 2066285110 Effective Date 3/14/94 Expiration Date 11/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601526922 *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance I_Iome Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?license= UNIMACC066DM 10/4/01 LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License UNICOI *347LL Name UNICO PROPERTIES INC Address 1301 5TH AVE STE 3500 Address City SEATTLE State WA Zip 981012647 Phone Number 2066285050 Effective Date 6/13/66 Expiration Date 11/1/99 Registration Status EXPIRED Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 578013124 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *_ *_* VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * * CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance I -Ionic Page https : / /wws2.wa.gov /lni /bbip /TF2Form .asp ?license= UNICOI * 347LL 10/4/01 - t.*$.81 - SZSCOVER- COVER.PLT . 6116,S1 6:21:11 PM I ALS NOD EaMmilmowilIMINEMS wsommiansom AT&T NmEmmmay LOCAL SERVICES BUILD OUT PROJECT 12628 INTERURBAN AVENUE SOUTH BUILDING "C" TUKWILA, WASHINGTON MAY 14, 2001 ZEJA0,09ANY 4qLI ENGINEERS 0 l' .ilL DIERS 250 SOUTH NORTHWEST HIGHv„,Y PARK RIDGE, IL 60068 TELEPHONE # 847 - 698 -4900 THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS 1001 E. 101ST TERRACE SUITE 250 KANSAS CITY, MO 64131 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 Permit No. 10140 GN AtiG�� V, 7R Ty; SCO pF SuKpE�� A`►� F bbl - ij09 w FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. BY •, 4. 0 * lg.►' D Sr SEPARATE PERMIT JIRED FOR: ECHANICAL ECTRICAL / UMBING L� AS PIPING CITY OF TUKWILA BUILDING DIVISION en_441 Doi- (409 REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT&T 1iE11El NO FOY4IS 0 5/14/01 63 D FOR CONSlRUCTEPI `3665 RE ISTE SESSAWAIV Y' I tart Fe erTOV pr STATE OF WASHINGTON ■ AT& INIIINIIIMINONNW Nommumv LOCAL SER I4CES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 -264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: GENERAL PROJECT INFORMATION CONSTRUCTION MANAGER ai /70 ENGINEERS 0 BUILD::: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: Z3 THE AUSTIN COMPANY CONSIBTANTS • MUMS CNEU • ENOINIUS • CONSI1UC OI$ DRAWN BY: CDB SCALE: NONE DATE: 12/06/00 SHEET: A ., 'I OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: I : \62O \62OA -1 _dwg 4JN - 2614.44 - 414A- 1- A -1.PLT . 6!16161 6:14:61 PY NORTH ARROW SECTION MARK ELEVATION MARK ROOM NAME & NUMBER WALL TYPE (SEE A -6 FOR DETAIL) EXISTING WINDOWS TO BE ENCLOSED ENLARGED PLAN OR DETAIL REFERENCE f ELEVATION SYMBOL ELEVATION NUMBER I OFFICE 1 101 I • $ FIRST FLOOR EL 100' -0" SYMBOLS LEGEND e PAGE NUMBER I EXISTING WALL TO REMAIN NEW ONE -HOUR FIRE -RATED PARTITION UL DESIGN U419 NEW TWO -HOUR FIRE -RATED PARTITION UL DESIGN U419 NEW NON- FIRE -RATED PARTITION EXISTING DOOR TO REMAIN NEW DOOR & FRAME EXISTING WALL TO BE REMOVED C — — - 3 ! i!ilis!i!i! I\ EXISTING DOOR TO BE REMOVED BUILDING CODE INFORMATION PROJECT ADDRESS: 12628 INTERURBAN AVENUE SOUTH, BUILDING "C ", TUKWILA, WASHINGTON PROJECT DESCRIPTION: APPROXIMATELY 20,625 SQUARE FEET OF TENANT BUILD -OUT (LEASE SPACE) TO HOUSE TELECOMMUNICATIONS EQUIPMENT. SITE ZONING: COMMERCIAL /LIGHT INDUSTRIAL APPLICABLE BUILDING CODES: BUILDING: UNIFORM BUILDING CODE (UBC) 1997 EDITION PLUMBING: UNIFORM PLUMBING CODE (UPC) 1997 EDITION MECHANICAL: UNIFORM MECHANICAL CODE (UMC) 1997 EDITION ELECTRICAL: NATIONAL ELECTRICAL CODE (NEC) 1999 EDITION RCW 19.28, WAC 296.48, WAC 296 -401A FIRE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1997 EDITION ACCESSIBILITY: ADA WAC 5140 & CHAPTER 11 OF THE 1997 UBC ENERGY: NON RESIDENTIAL ENERGY CODE (NREC) NEW TENANT OCCUPANCY: USE GROUP B BUSINESS (TELECOMMUNICATIONS EQUIPMENT) USE GROUP H -3 HAZARD DIVISION 3 AT GENERATOR ROOM 112 MIXED OCCUPANCY - ONE HOUR SEPARATION REQUIRED EXISTING BUILDING OCCUPANCY: USE GROUP B CONSTRUCTION TYPE: III -N COMBUSTIBLE, FULLY SPRINKLERED SEISMIC ZONE: 3 EGRESS REQUIREMENTS FROM LEASE SPACE: OCCUPANT LOAD: 20,625/300 (EQUIPMENT SPACE) = 69 MINIMUM NUMBER OF EXITS REQUIRED FROM LEASE SPACE PER OCCUPANCY LOAD: MAXIMUM LENGTH OF EXIT ACCESS TRAVEL TO APPROVED EXIT IN A SPRINKLERED BUILDING WITH MULTIPLE EXITS: 250' MINIMUM EXIT WIDTH: .2" X 69 = 13.8" ACT ADA AFF ALUM CAR CJ CL CMU CONC CONT OF DIA DIM EL ELECT EQ EXIST EXP FD FE FIN FL GYP BD H WA ACOUSTICAL CEILING TILE AMERICANS W/ DISABIUTY ACT ABOVE FINISHED FLOOR ALUMINUM CARPET CONTROL JOINT CENTER UNE CONCRETE MASONRY UNIT CONCRETE CONTINUOUS DRINKING FOUNTAIN DIAMETER DIMENSION ELEVATION ELECTRICAL EQUAL EXISTING EXPOSED FLOOR DRAIN FIRE EXTINGUISHER FINISHED FLOOR GYPSUM BOARD HIGH HOLLOW METAL ABBREVIATIONS SITE PROJECT LOCATION MAP SITE MAP HT HVAC INSUL LIN L LLV MAX( MECH MIN NIC OC OPNG OPP PL PREFAB RD SIM SQ TYP UNO W W/ W/0 VCT HEIGHT HEATING, VENTILATION & AIR CONDITIONING INSULATION ANGLE LONG LEG HORIZONTAL LONG LEG VERTICAL MAXIMUM MECHANICAL MINIMUM NOT IN THIS CONTRACT ON CENTER OPENING OPPOSITE PLATE PREFABRICATED ROOF DRAIN SIMILAR SQUARE TYPICAL UNLESS NOTED OTHERWISE WIDTH WITH WITHOUT VINYL COMPOSITION TILE ARCHITECTURAL T -1 TITLE SHEET A -1 GENERAL PROJECT INFORMATION A -2 DEMOLITION PLAN A -3 FLOOR PLAN A -4 REFLECTED CEILING PLAN A -5 ROOF PLAN A -6 SCHEDULES & DETAILS MECHANICAL INDEX TO DRAWINGS HV -1 HVAC FLOOR PLAN HV-2 HVAC ROOF PLAN HV -3 HVAC SPECIFICATIONS -PART 1, GENERAL HV -4 HVAC SECTIONS SCHEDULES & SPECIFICATIONS HV -5 HVAC SPECIFICATIONS -PART 2, GENERAL PRODUCT REG. HV - HVAC DETAILS & SPECIFICATIONS HV -7 HVAC DETAILS & SPECIFICATIONS HV -8 HVAC DETAILS & SPECIFICATIONS HV -9 HVAC SECTIONS SCHEDULES AND SPECIFICATIONS HV -10 HVAC SECTIONS AND DETAILS HV -11 HVAC SEISMIC BRACING DETAILS HV -12 HVAC SEISMIC BRACING DETAILS HV -13 HVAC SPECIFICATIONS PLUMBING P-01 PLUMBING P-02 PLUMBING SPECIFICATIONS P-03 AC HUMIDIFIER & CONDENSATE RISER DIAGRAM FIRE PROTECTION NKOJECIION FP -02 FIRE PROTECTION SPECIFICATIONS FP -03 FIRE PROTECTION DETAILS ELECTRICAL E-01 ELECTRICAL INSTALLATION SPECIFICATIONS E -02 ELECTRICAL SINGLE LINE DIAGRAM, SYMBOLS & ABBREVIATIONS E -03 ELECTRICAL LIGHTING PLAN E -04 POWER DISTRIBUTION FLOOR PLAN E -05 GROUNDING FLOOR PLAN E -06 ALARM PLAN E -07 ELECTRICAL DETAILS E -08 ELECTRICAL DETAILS & WIRING DIAGRAMS E -09 ELECTRICAL PANELBOARD SCHEDULES E -10 FIRE ALARM WIRING DIAGRAMS E -11 EXTERIOR POWER DISTRIBUTION PLAN GENERATOR G -1 GENERATOR INSTALLATION G -2 GENERATOR SECTIONS G -3 GENERATOR COOLANT FLOW DIAGRAM & SPECS GENERAL CONSTRUCTION NOTES 1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. 2. DIMENSIONS GIVEN ARE TO THE FACE OF EXISTING WALL SURFACES, TO THE CENTERUNE OF COLUMNS, UNISTRUT FOR CABLE TRAY SUPPORT, SUPPORT STEEL OR TO THE FACE OF THE METAL STUD AT NEW DRYWALL PARTITIONS. 3. ALL PENETRATIONS (PIPING, CONDUIT, DUCTS, STRUCTURAL STEEL) SHALL BE SEALED WITH APPROPRIATE UL FIRE -STOPPING SYSTEM (SEE DETAILS). ALL FIRE STOPPING PRODUCTS ARE TO BE 3M INTUMESCENT FIRE PROTECTION PRODUCTS AS MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS. INSTALLATION OF ALL 3M FIRE PROTECTION PRODUCTS IS TO BE BY A 3M CERTIFIED INSTALLER. 4. ALL GYPSUM BOARD ASSEMBLIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND UL "FIRE RESISTANCE DIRECTORY.' GYPSUM BOARD IS TO BE APPLIED AND FINISHED PER ASTM C840 AND GA -216 STANDARDS. EXPOSED PORTION OF WALLS ARE TO RECEIVE A (LEVEL 4 FINISH) *. PORTIONS OF WALLS IN CONCEALED AREAS, SUCH AS IN CEILING PLENUMS, ARE TO RECEIVE A (LEVEL 1 FINISH)* UNLESS A HIGHER LEVEL IS REQUIRED FOR FIRE RESISTANCE RATED ASSEMBLY. INSTALL CONTROL JOINTS WHERE INDICATED ON DRAWINGS, OR IF NOT INDICATED, AT 30' MAX. STEEL FRAMING AND GYPSUM BOARD PANELS ARE TO BE AS MANUFACTURED BY NATIONAL GYPSUM COMPANY OR EQUAL 5. ACOUSTICAL PANEL CEILINGS SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. CEILING GRID SYSTEM SHALL BE WHITE PAINTED STEEL [ARMSTRONG PRELUDE OR EQUAL]. CEILING TILES SHALL BE WHITE 24 X 48 X 5/8" NON - DIRECTIONAL FISSURED, SQUARE EDGE LAY -IN PANELS [ARMSTRONG FINE FISSURED 1729 OR EQUAL]. INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK." 6. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE MIN. 14 GA. (0.074 INCH) THICK STEEL FABRICATED WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS. INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE MIN 16 GA. (0.053 INCH) THICK STEEL FABRICATED WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS. HOLLOW METAL DOORS SHALL BE MIN. 16 GA. (0.053 INCH) STEEL FLUSH PANEL DOORS WITH NO VISIBLE SEAMS AND WITH STEEL VERTICAL STIFFENERS EXTENDING FULL DOOR HEIGHT, SPACED MIN. 6" O.C. FILL SPACE BETWEEN STIFFENERS WITH MIN. 0.6- LB /CU. FT. DENSITY INSULATION. DOORS AND FRAMES SHALL BE PROVIDED WITH CONCEALED REINFORCEMENT FOR HARDWARE (HINGES, STRIKES, FLUSH BOLTS, CLOSERS) AND SHALL BE PREPARED TO RECEIVE HARDWARE INDICATED. DOORS SHALL BE HUNG WITH MAXIMUM UNDERCUT OF 3/4" (LESS WHERE REQUIRED FOR FIRE /SMOKE RATING). DOORS AND FRAMES SHALL BE FACTORY PRIMED. 7. PROVIDE DOOR HARDWARE AS INDICATED IN SCHEDULE ON DRAWINGS. ALL HARDWARE SHALL MEET REQUIREMENTS OF ADA AND OF LOCAL GOVERNING AUTHORITIES. DOORS RECEIVING ELECTRIC STRIKES ARE ALSO TO BE PREPARED FOR MAGNETIC DOOR CONTACTS. COORDINATE WITH AT &T SECURITY INSTALLATION. 8. VERIFY EXISTING CONDITIONS AT THE PROJECT SITE BEFORE BEGINNING ANY WORK. COORDINATE ALL WORK WITH THE BUILDING OWNER INCLUDING, BUT NOT LIMITED TO: DEMOLITION, BUILDING SYSTEM SHUTDOWNS, SERVICE INTERRUPTIONS, ACCESS TO AREA, AND PROTECTION OF SURROUNDING CONSTRUCTION. PROVIDE MINIMUM 72 HOURS NOTICE PRIOR TO COMMENCING SYSTEM SHUTDOWNS AND SERVICE INTERRUPTIONS. 9. PATCH AND SEAL ALL PENETRATIONS IN WALLS TO MATCH CONSTRUCTION AND RATING OF WALL PENETRATED. 10. REPAIR ANY DAMAGE TO EXISTING CONSTRUCTION TO REMAIN CAUSED BY THE EXECUTION OF THIS WORK. * LEVEL 4 FINISH: THREE COAT APPUCATION. BOARD JOINTS, INTERIOR ANGLES, ACCESSORIES AND FASTENERS. STEP ONE IS TAPE EMBEDDED IN JOINT COMPOUND, LEAVING A SMOOTH THIN COAT OF JOINT COMPOUND OVER THE TAPE. STEP TWO IS A SEPARATE COAT OF JOINT COMPOUND OVER THE DRY FIRST COAT, LEAVING A SMOOTH SURFACE FREE OF RIDGES, TOOL MARKS AND SANDING GROOVES. STEP THREE IS A FINAL COAT OF JOINT COMPOUND FEATHERED OUT OVER THE DRY SECOND COAT, LEAVING A SMOOTH SURFACE FLUSH WITH THE GYPSUM BOARD AND FREE OF ALL MARKS. LEVEL 1 FINISH: ONE COAT APPLICATION. BOARD JOINTS, INTERIOR ANGLES, ACCESSORIES AND FASTENERS. TAPE EMBEDDED IN JOINT COMPOUND. TOOL MARKS AND RIDGES ACCEPTABLE. FOR ACCESSORIES NO TAPE OR COMPOUND REQUIRED. FOR FASTENERS, COVER FASTENER HEADS WITH ONE COAT OF JOINT COMPOUND IF IT IS FIRE RESISTANCE ASSEMBLY, OTHERWISE NOT REQUIRED. - DD t 1 10 9 • i r ARCHITECT/ a ENGINEER: THE AUSTIN COMPANY MINERS • ENOINEEIS • CONSTRUCTORS TELEPHONE #: 907- 264 -7343 CONSUITAIMI • FLOOR: FIRST NODE TYPE: 1 DRAWN BY: COB SCALE: 118' =1 -0" DATE: 4/20101 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 SJM - •2• - S2•APLAN- A.2.PLT - i /24,.1 6 :24;60 PU r� EXISTING DOOR & FRAME TO REMAIN, CLOSE & LOCK DOOR, REMOVE DITERIOR HARDWARE I I `� EX IS11NG DOOR & FRAME TO REMAIN • N I \ / - --- 1 - - - - - IL r DUSTING WIN do FRAME TO BE EMOVED T ALL EXISTING ROOFTOP MECHANICAL EQUIPMENT TO BE REMOVED, TYP - COSTING WINDOW & FRAME TO REMAIN y L I ALL INTERIOR PARTiTION WALLS, DOORS, CEIUNGS & FLOOR COVERINGS ARE TO BE REMOVED THROUGHOUT ENTIRE BUILDING. ALL INFERIOR ROOF BATT INSULATION IS TO BE REMOVED THROUGHOUT THE ENTIRE BUILDING. EXISTING WOOD ROOF DEC< & STRUCTURE TO REMAIN. AU. ELECTRICAL. UGHTS, CONDUITS & RECEPTACLES IN OR ON WALLS OR CEIUNGS ARE TO BE REMOVED. AU. MECHANICAL DUCTWORK, UNiT HEATERS, ROOFTOP UNITS, VENTS OR OTHER HVAC EQUIPMOIT EQUIPMENT WITHIN THE BUILDING & ON THE ROOF ARE TO BE REMOVED. ALL PLUMBING FIXTURES ARE TO BE REMOVED & PLUMBING CONNECTIONS CAPPED AT THE FLOOR LEVEL ALL GAS & WATER UNES EXPOSED ABOVE GRADE ARE TO BE CAPPED & REMOVED AT POINT OF ENTRY INTO THE BUILDING. L_ EXISTING DOOR & FRAME /i/ V TO BE REMOVED COSTING DOOR & FRAME TO REMAIN 'I n \ l l I I 11 II I I EXISTING CEIUNG HUNG UNIT HEATER TO BE REMOVED, 4 THUS rl r I I I I +r- -I—+— L L 00 j. EXISTING DOOR & REMAIN, CLOSE do REMOVE EXTERIOR 1 I In(�I r0 O J �� I ii i DLOOO� I i I II / • I I \ it', I I I I/ l'1 \11 1 /P I l , I / L-1L -- - - - -....) /— TO BE REMOVED I I FRAME TO LOCK DOOR, HARDWARE ALL EXISTING ROOFTOP MECHANICAL EQUIPMENT TO BE REMOVED, TYP \I EXISTING DOOR & FRAME / N c J r - - T I I L_J EXISTING OVERHEAD SECTIONAL DOOR TO REMAIN. SEAL DOOR AT JAMBS & HEAD WiTH BACKER ROD & ELASTOMERIC SEALANT. REPLACE ALL DOOR BOTTOMS WiTH NEW RUBBER SEAL WATER TEST EACH DOOR TO INSURE THAT A WATERTIGHT SEAL HAS BEEN ACHIEVED. USE 35PSI WATER PRESSURE TO TEST 1 JAMBS, HEAD & SILL FOR LEAKS. (TYPICAL AT FIVE OVERHEAD DOORS) 4 1 -4 ALL EXISTING ROOFTOP MECHANICAL EQUIPMENT TO BE REMOVED, TYP ALL INTERIOR PARTITION WALLS, DOORS, CEILINGS & FLOOR COVERINGS ARE TO BE REMOVED THROUGHOUT ENTIRE BUILDING. ALL INTERIOR ROOF BATT INSULATION IS TO BE REMOVED THROUGHOUT THE ENTIRE BUILDING. EXISTING WOOD ROOF DECK & STRUCTURE TO REMAIN. ALL ELECTRICAL LIGHTS, CONDUITS & RECEPTACLES IN OR ON WALLS OR CEILINGS ARE TO BE REMOVED. ALL MECHANICAL DUCTWORK, UNIT HEATERS, ROOFTOP UNITS, VENTS OR OTHER HVAC EQUIPMENT WITHIN THE BUILDING & ON THE ROOF ARE TO BE REMOVED. ALL PLUMBING FIXTURES ARE TO BE REMOVED & PLUMBING CONNECTIONS CAPPED AT THE FLOOR LEVEL ALL GAS & WATER LINES EXPOSED ABOVE GRADE ARE TO BE CAPPED & REMOVED AT POINT OF ENTRY INTO THE BUILDING. EXISTING DOOR & FRAME TO BE REMOVED 7 COO UNIT REM Ot CEILING HUNG TER TO BE , 4 THUS —4 II GENERAL DEMOLITION NOTES: 1. ALL LABOR AND YAiEM*IS REQUIRED TO COMMIE DDIOUTiON MD WW . OF ALL REPS AS SHOiN OR NOTED ON ORMNGS IS TO BE BY TiE CONTRACTOR RAN MAY NOT COIITMI ALL OEMOUiION REQUIRED TO ACNE THE FINISHED RESULTS ROOTED ON THE CONSTRUCTION ORAWNGS. REVIEW AIL ORANNGS MD PERFORM MY AND ALL DEMOLITION THAT 6 REQUIRED TO COMPLETE ALL ASPECTS OF THE WORK 2. THE CONTRACTOR IS TO VISii THE SITE IMO DETERMINE All EQUIPMENT MD MATERIAL THAT 1MLL REQUrtE REMOVAL, RELOCATION, MO REPAIR TO MAKE AREA SUITABLE FOR WV WORK AS INDICATED. 3. THE CONTRACTORS TO NMI ALL NECESSARY PLASTIC DROP CLOTH PARTM0/6 REQUIRED TO PROTECT AQNCENT BUILDING PROPERTY WIFE DEMOUi1ON AND CONSTRUCTION ARE N PROGRESS. 4. THE CONTRACTOR IS TO PROVDE A SYSTEM OF IDAPORARY LIGHT AND POWER THROUGHOUT THE AFFECTED SPACE AS REQUITED TO PERFORM THE SCOPE OF WORK 5. Ni. ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING MANAGEMENT ARE TO BE REMOVED FROM THE PREMISES. 6. UPON COMPLETION OF THE DEMOLITION WORK, THE AFFECTED AREA LS TO BE LEFT BROOM CLEJW BY THE CONTRACTOR. 7. WHERE DEMOLITION RESULTS IN DAMAGE TO ANY SURFACE THAT WILL BE EXPOSED N FINISH CONSTRUCTION, THE CONTRACTOR iS TO REPAIR THAT SURFACE TO MATCH SURROUNDING FLASH CONOI ONS. B. WHERE WALLS, FLOORS, ROOF AND DECKS ARE PEiETRAT<D DUE TO NEW CONSTRUCTION. THE CONTRACTOR IS TO PATCH, SEAL AND OTHERWISE REPAIR AREA OF PENETRATION TO WITCH THE EXISTING RATING. 9. ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT ARE TO BE REMOVED. 10. THE CONTRACTOR IS TO FLUSH AND CAP OFF BEHIND FINISH SURFACES ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. 11. IF THE EXISTING CONCRETE FLOOR SLAB IS UNEVEN OR NOT LEVEL THE CONTRACTOR IS TO PATCH TO LEVEL THE SLAB TO RECEIVE NEW FLOOR FINISH. 12. THE CONTRACTOR IS TO REMOVE ALL ANCHOR BOLTS, ELECTRICAL CONDUITS AND PiPE PENETRATIONS EXISTING IN CONCRETE FLOOR SLAB. REMOVE TO 1' BELOW SLAB SURFACE AND PATCH SLAB. 13. FOR AREAS WHERE THE FLOOR SLAB HAS BEEN DAMAGED OR FOUND TO BE OUT OF LEVEL, APPLY A COATING OF SONNEBORN SONOPATCH 300 CEMENTTTiOUS MORTAR OR AN APPROVED EQUAL THE DEPTH OF APPLICATION SHOULD NOT EXCEED 3/4' FOR ANY SINGLE LIFT. THE APPLICATION OF THIS PRODUCT IS TO BE CARRIED OUT IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 14. IT IS NOT EXPECTED TINT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THIS WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB & IMMEDIATELY NOTIFY THE ARCHITECT & OWNER. II I I I I II i -I EXISTING OVERHEAD DOOR do FRAME TO REMAIN EXISTING DOOR & FRAME TO REMAIN T II ' I EXISTING CEIUNG HUNG UNIT HEATER TO BE REMOVED, 4 THUS EXISTING DOOR & FRAME TO REMAIN • bV I REVISIONS: NO. A B DATE 5/14/01 5/24/01 DESCRIPTION ISSUED FOR CONSTRUCTION ISSUED PER REMEW CONNORS ma_ AT&T mimmommommr LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: DEMOLITION FLOOR PLAN CONSTRUCTION MANAGER 7LjC -24 AO ij lG? [Jo amuoa&zip,c. ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 SHEET: A 2 2 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: R: \620 \62OAplan.dwg REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT &T REVEM AND PERi1TS I B 5/14/01 $91JED FOR CONSTRUCTION C 5/24/C1 ISSUED PER REVIEW 00m ENTS D 5/16/02 REVISIONS PER AHJ, FIELD COMM BOBRICK PAPER TOWEL. DISPENSER 8 -262 I `366 R I T R • i I ATE OP TON iIMII•■ An LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: FLOOR PLAN CONSTRUCTION MANAGER 7r7z7j I — ? 1 IENGINEERS c> ® BUILDEIRhf TELEPHONE # 847.698.4900 ARCHITECT/ a NNNITYIR ENGINEER: THE AUSTIN COMPANY • MIENS • MESS • CIN81NSTN= DRAWN BY: CDB SCALE: 118' = 1' - 0" DATE: 12/06100 SHEET: A 3 3 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: R: \620 \62OApIan.dwg TOILET ACCESSORIES No. DESCRIPT1oN MODEL NO_ . BOBRICK 1 1/2" DIA GRAB BAR, 421 B -6106 42 2 BOBRICK 1 1/2" DIA GRAB BAR, 3E1 B- 6106 36 3 BOBRICK TOILET TISSUE DISPENSER B -2888 4 BOBRICK MIRROR, 18'x36' B -165 1836 BOBRICK PAPER TOWEL. DISPENSER 8 -262 • ti• 410 4111••••••fie - Mre:s•a �. 0 0 N N ter. / CLOSE & LOCK EXISTING DOOR, REMOVE EXTERIOR HARDWARE - 0 N N 0 IEF 3' -0 SWITCH CONTROL ROOM 1 102 1 0 c 13=5 FIRE RISER ROOM 1 108 1 ELECT ROOM 1 1o 1 25' -0' • - Jr -- JL_J r -- 1 F -- 1 _ L _J -J L_ _J l --1 (- --1 -J ' L -- _I NEW ONE -HOUR FIRE -RATED PARTITION ON TOP OF NEW CONCRETE CURB AT PERIMETER OF NEW FIRE RISER ROOM, FULL HEIGHT, TYP • ( 3'' -10" erk 0 BATTERY ROOM 1 113 1 EXISTING DOOR TO REMAIN IN OPERATION 5 -5" o, P - 1 I- J - J L -_ J ✓ - 1 r - - 1 L_J L - f — 1 f - - 1 L L_J L 10' RECEMNG RIPOM 1 105 1 REPLACE EXI FRAME UNIT DOOR & FRA EXISTING OVE -0" Nitt 0 en N o 1' -6' A -3 INC WINDOW & / NEW OVERHEAD E TO MATCH HEAD DOORS A -3 H L J v TOILET ELEVATION SCALE: 1/4 " -1'-0" H I-- i LJ U= LI NEW 4" HIGH STEEL ANGLE CONTAINMENT CURB, SEE DETAIL 10 /A -6. FIELD VERIFY ACTUAL LOCATION & DIMENSIONS r � T 0 L — .L -1__ v CO • of CLOSE & LOCK EXISTING DOOR, REMOVE EXTERIOR HARDWARE 50 -0' ii 1' -3" v EXISTING DOOR TO REMAIN IN OPERATION v VESTIBULE I i- H 1--I I- H 1--I 1--I 1--I I- H I- -I 1--I E QUIPMENT ROOM 101 I E O O E E LO R p I g t 77* rfln E n f ww II'�I ij E E E BOX BEAM BOLT MTH (2) RUNNER TRACKS a (2) 6' 20 GA. METAL STUDS HOLLOW METAL MOON FRAME (2) 3 5/8" 20 GA. METAL STUDS CONTINUOUS TO EA. END OF WINDOW OPNG- RUNNER TRACK RUNNER TRACK WALL SECTION REPLACE EXISTING DOOR & FRAME W/ NEW DOOR & F PER SCHEDULE SCALE: 1 1/2 WINDOW BLINDS ARE NOT TO BE PROVIDED IN VESTIBULE AREA CLOSE & LOCK EXISTING DOOR, REMOVE EXTERIOR HARDWARE r lTl 1fi I r A/C UNIT ij L 11 IT If 11 1� T 3 5/8' 20 GA. METAL STUDS AT 16' O.C. 1 LAYER 5/8' GYP. BD. EA. SOE OF METAL STUDS TOP OF EXISTING FLOOR SLAB Litt C�J r A/C UNIT 50' -0' PROVIDE & INSTALL 1" HORIZONTAL WINDOW BLINDS SIMILAR TO LEVELOR RMERA CONTRACT WINDOW BONDS, INSIDE MOUNT FULL WIDTH & FULL HEIGHT, WHITE. DRAW & CLOSE BLINDS BEFORE CONSTRUCTING NEW PAN II[ION, TYP AT ALL EXTERIOR WINDOW & GLASS DOOR OPENINGS ENCLOSED BY NEW PERIMETER PARTITION -� iad 0 Hbi uuII v 225' - OUANITY: (2) TWO SUCH WINDOWS A/C UNIT L____J un 12' -0' ILEC 1 103 WINDOW ELEVATION SCALE: 1/8 -0" r A/C UNIT 1 -- - J REPLACE EXISTING DOOR & FRAME W/ NEW DOOR & FR E PER SCHEDULE in 1/4' CLEAR FLOAT ME GLASS IN HOLLOM METAL FRAME WITH MITERED & CONTNJOUSLY 'MELDED CORNERS- TWO METAL STUD ANCHORS PER JAMB USE GLAZING TAPE APO 5/8' METAL STOP TO INSTALL GLASS. F A/C UNIT L J �J� I 26' -8" 10' -0' HIGH WIRE MESH PARTITION SIMILAR TO MILLER WIRE WORKS MODEL NO. 100M STANDARD ALL WIRE PARTITION, TYP CPA I104I 4' -0" WIDE X 8' -0' HIGH WIRE MESH SLIDING DOOR W/ CYUNDER LOCKSET 24' -5' AIM v E -4 50' -0" A -3 f SCALE: 1/8' =1' -0' 24' -10" 8'0 SCH. 40 STD. STEEL PPE GUAROPOST. FILL WITH OONCR£TE & ROYCE A DOZED TOP SURFACE. PRIrE & PANT 'sNtTY Yilamr AS PER STANDARD PANT SPECIFICATIONS FINISHED GRADE 2' -0' • CONCRETE BASE, 3' -6' MIN. DEPTH BELOW GRADE PIPE BOLLARD NOTE AT&T COMMUNICATION EQUIPMENT SHOWN FOR REFERENCE ONLY NEW CONCRETE CURB AT PERIMETER OF GENERATOR ROOM, TYP 0 SEPARATE PERMIT r C.: UIRED FOR: i1 CHANICAL 11 .ECTRICAL - =` +S PIPING CITY OF TUKWILA BUILDING DIVISION UNUSED SPACE TWO -HOUR FIRE -RATED PARTITION AT PERIMETER OF GENERATOR ROOM & DUCT CHASE, INSTALL 3' FIBERGLASS SOUND BATT INSULATION FULL HEIGHT, TYP 10' -8 "± -H TWO -HOUR FIRE -RATED PARTITION AT PERIMETER OF GENERATOR ROOM & DUCT CHASE, INSTALL 3" FIBERGLASS SOUND BATT INSULATION FULL HEIGHT, TYP EXTEND NEW CONCRETE CURB ACROSS OPENING REPLACE EXISTING DOOR & FRAME W/ NEW DOOR & FRAME PER SCHEDULE CONTAINMENT CURB SCALE_ 1 1/2"=1/-0" 50' -0" CASTING MALL NO. 15 FELT, CUT AT TOP OF CURB CEMENTMOUS GROUT TOP OF EXISTING FLOOR SLAB STEEL DOWELS AT 24' O.C. , t r.vz NO CHANGES SHALL BE MADE TO TY= SCOPE OF WORK WITHOUT PR!CR , QF -DV'.t. OF TUKWILA BUILD'NG D.': "S'C'E. ,6' 1C71: PTV :EONS WP1 REWIRE A NEW PLAN SUPMITTA- FILE CC I understand that the P'an Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code cr ordinance. Receipt of con- tractor's copy of approved plans acknowledged. AS 2 i - -'- o ictki flf A Ci�Y ite pfl ktc fl CITY OF TL,'K'Nlt.,q PEF+MIT CENTER REV (SON fJO. 6 I-- 'As • REVISIONS: NO. DATE DESCRIPTION r A 4 1/16/01 AT &T REVIEW NC PERMITS B 5/14/01 5SUED FOR CONSTRUCTION C 5/16/02 REM9016 PER kW, FIELD C01uNTS s RE .4 I . .�iamb `. ja d A i ■.. Ant LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: REFLECTED CEILING PLAN CONSTRUCTION MANAGER 0 ri Ma®G&Q _r_71L37 ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ a gUIILTANR ENGINEER: THE AUSTIN COMPANY • MN= • SWIMS • C11N$TNCTIN DRAWN BY: CDB SCALE: 118 " =1' -0" DATE: 12/21/00 SHEET: A 4 4 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: R. \620 \62OApIan.dwg -r. 41111we•.++ _ t0111211• qr FIRE RISER ROOM I 1osI ELECT ROOM 11 I 109 r v r 1 L M SWITCH CONT ROOM i e I 1 • - __u_ y RECEMNG ROOM 1 105 I 1 1 I I _I 1 -I 1 1 I N 1 p -Ir - - t - - - - -- 1 � II 1 I I R L____ I �_� ,� 1*! -. - - T " - - I I V\I 1 / I I I LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS, TYP f I I 1 I I tgf ✓< i I I 1 I I =F III - 1 n �, 1 J AC DUCTWORK, SEE HVAC DRAWINGS FOR SIZES & HEIGHTS, Tom -_ EQUIPMENT ROOM I 101 - - - rte d=4 0 =' 1 I I 1 I I I I I J- tiv -- - - -- 1 - -- - �- I I I I I - 1 1 I I 1 1 1 I 1 1 I 1 � 1 ILEC 1 1 I103I 1 g = : 1 1 1 CPA I I 104 I I 1 1 I 1 I II 1 II I I Hr I i N J tN l I 1 MEI D GENERATOR ROOM UNUSED SPACE I� / I F- --I I RECEIVED .. CI C) TUKWILA REVISION NOJ _ w P€F I1T CENTER REVISIONS: P4O 0117E DESCRIPTION A 1/16/01 AT &T WWI AND PERMITS 8 5/14/01 65UED FOR CONSTRUCTION C 5/24/01 ISSUED PER REVIEW COM ENTS D 5/16/02 REVISIONS PER AEU. FEUD COMMENTS 3.65 _ -.2"1. 4TATE OF WASHINGTON ,...iiil■ i LOCAL SERVICES w One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: ROOF PLAN CONSTRUCTION MANAGER Mi-3.® &qaG- 1 - 7 1 0 ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ a CWWLTNIT$ ENGINEER: THE AUSTIN COMPANY • • MIENS • CIN=TNCTIM DRAWN BY: CDB SCALE: 118" =1' -0" DATE: 12/06/00 SHEET: A 5 5 of 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 FILE: R: \620 \62OApIan.dwg 40 fir AP COOLED CONDENSER LONG SIDE VET, R4T MENNWCAL EXISTING PLYWOOD ROOF DECK i NEW 115&16 COLD FORMED JOIST EXISTING TIMBER BEAM �- NEVI ROOF. CURB & FLASHING / PfR LANDLOOE SPEOFIGQIONS / & DETMS AS PREPARED BY 07 COINSU_TMIG. TYP ' CONDENSER UNIT SUPPORT DETAIL SCALE: NOT TO SCALE 0 0 EXISTING ROOF HATCH _ 1/2" D& LAG SCREWS 0 24" O.C. INSTALL 2 -2X4 WOOD JOISTS FOR EQUPMENT SUPPORT C 27' -1 1/4" CONDENSER EQUIPMENT RAILS, SEE DETAIL 1/A-5, TYP 35' -8 1/2" CL FKIX ISTING MEMO VALKPAD [77 -- MECHANIC SEE DET AR COOLED CONDENSER END MIL REF MECHANIC& 900# NE L II EXISTING TIMBER SAM W/ 115SJ16 COLD FORMED JOIST 000fa] 9' -10 1/2" AL ROOF CURB, L 2/A -5, TYP 6 75' -2 1/2" I� II CL rn L EXtSTNG TIMBER BEAM NEW 115SJ16 COLD FORMED JOIST INSTALL 2X4 WOOD JOISTS FOR BLOCKING _ DUCTWORK, REF UIECHA ICAL -� 4 ST CL -5 2 -2X4 NEW MECHAN'CAL REINFORCED EACH 2Y4 DETAILS 1 A -5 PIPE PENETRATION CURBS, SEE DETAIL 3/A - 5, TYP ROOFTOP UNIT LONG SO( VIEW EXISTING GLULAM BEAM 30 "X6 1/2" OM JOISTS BELOW -" JNIT CURBS. FRAME INTO OOF BEAM & FASTEN H 2 -12d NAILS, SEE & /A -5, TYP EXISTING GLULAM BEAM 30 "X6 1/2" EXISTING GLULAM BEAM 30 "X6 1/2" ' A ►' — DUCTWORK. MECHANICAL SCALE: NOT TO SCALE PROVIDE NEW STEEL BEAMS ADJACENT TO EXIS i iNG WOOD ROOF BEAMS AT LOCATIONS INDICATED AS SUCH FOR THE SUPPORT OF NEW ROOF TOP UNITS. NEW BEAMS TO BE 11 1/2 "x 16 GAGE COLD FORMED JOISTS (USG 115SJ16, Fb =40 KSI MIN., WITH A MIN. Sx = 2.06 IN3). SEE DETAILS 1, 2 & 5/A -5, TYP EXISTING GLULAM BEAM 30"X6 1/2" 2 -2X4 NEW WOOD JOISTS BELOW MECHANICAL UNIT CURBS. FRAME INTO REINFORCED ROOF BEAM & FASTEN EACH 2X4 WITH 2 -12d NAILS, SEE DETAILS 1 & 2/A -5, TYP WEIGHT OF ROOFTOP MECHANICAL UNIT, TYP 6001 • ROOFTOP LMT END VIEW 00 J la! ROOF TOP UNIT SUPPORT DETAIL MID TYP CONN CTION AT GLULAM BEAM NCI ROOF. CURB a FLAS HNG PER LANDLORD ECIF CAT IS & M DE S AS PREPARED BY 07 OOISUL.TNG. TYP s l Aro 1 `DOSING INSTALL 2 -2X4 WOOD JOISTS FOR EQUIPMENT SUPPORT ALONG SIDE EXISTING 2X4 WOOD BLOCKING NOTE ALL EXISTING ROOFING MATERIAL & INSULATION IS TO BE REMOVED DOWN TO THE EXISTING PLYWOOD ROOF DECK ON THE ENTIRE BUILDING. NEW ROOF INSULATION, CURBS, FLASHING & MEMBRANE IS TO BE PROVIDED & INSTALLED PER LANDLORD SPECIFICATIONS & DETAILS AS PREPARED BY D7 CONSULTING. CONDENSER EQUIPMENT RAILS, SEE DETAIL 1/A-5, TYP 11 PROVIDE NEW STEEL BEAMS ADJACENT TO EXISTING WOOD ROOF BEAMS AT LOCATIONS INDICATED AS SUCH FOR THE SUPPORT OF NEW ROOF TOP UNITS. NEW BEAMS TO BE 11 1/2 "x 16 GAGE COLD FORMED JOISTS (USG 1155.116, Fb =40 KSI MIN., WITH A MIN. Sx = 2.06 1N3). SEE DETAILS 1, 2 & 5/A -5, TYP I PIPE PENETRATION I CURBS, SEE DETAIL 3/A -5, TYP RE>FETI ERNlT PPE & ELECTRICAL CONDUIT 1. X OIYENSIONN TO ALLOW FOR CLEARANCES OF PIPES, CONDUIT, DUCTWORK AND /OR EQUPMENT 2 PAN SHALL BE 3" LARGER EACH SIDE THAN CUT OPENING. 3. DRANN PAN PER Ht/-5, 2.5.M. SUPPORT PAN PER HV -5, 2.5.0. TREAT AS DUCTWORK — - A- 16 GA GALVANIZED DRIP PAN. COAT INTERIOR WITH BTTUMASTIC COATING ROOF PENETRATION DETAIL SCALE: NOT TO SCALE PITCH NIEN ROOF. CURB a FLASINING PER LANDLORD SPECIFICATIONS & DETAILS AS PREPARED BY D7 CONSULTING. TYP " COPPER PIPE FLOOR TYP CONNECTION AT GLULAM BEAM DOSING PLYWOOD ROOF DECK 2" 2 -2X4 NEW WOOD JOISTS BELOW MECHANICAL UNIT CURBS. FRAME INTO REINFORCED ROOF BEAM & FASTEN EACH 2X4 WITH 2 -12d NAILS, SEE DETAILS 1 & 2/A -5, TYP INSULAtION CRICKET, TYP / 9# i 0 0 CL In N -5 A -5 WEIGHT OF ROOFTOP MECHANICAL UNIT, TYP ROOF HOOD DETAIL SCALE NOT TO SCALE PROVIDE NEW STEEL BEAMS ADJACENT TO EXISTING WOOD ROOF BEAMS AT LOCATIONS INDICATED AS SUC FOR THE SUPPORT OF NEW ROOF TOP NITS. NEW BEAMS TO BE 11 1/2 "x 16 GE COLD FORMED JOISTS (USG 115SJ1 Fb =40 KSI MIN., WITH A MIN. Sx = 06 IN3). SEE DETAILS 1 & 2/A -5, TYP 0 0 0 0 0 0 0 0 7- NEW ROOFTOP EQUIPMENT, REF MECHANICAL DRAWINGS & DETAIL 4/A -5, TYP 0 0 0 0 0 0 0 0 END SCREEN NEW ROOF. CURB & FLASHING PER LJINDLORD SPECIFICATIONS & DETAILS AS PREPARED BY D7 CONSULTING, TYP RELEF H000/0U15 AR INTAKE \\-- ROOF DECK PLYWOOD ROOF DECK INSTALL 2 -2X4 WOOD JOISTS FOR EQUPMENT SUPPORT ALONG SIDE EXISTING 2X4 W000 BLOCKING DUCTWORK, REF MECHANICAL 19001 II€W ROOF, CURB & FLASHING PER LANDLORD SPECi1CATIOI6 & DETMS AS PREPARED BY D7 CONSULTING. TYP BEAM CONNECTION SCALE: NOT TO SCALE FASTEN COLD FORMED JOISTS INTO cosmic GLU -LAM BEAM WITH 2x204 GA CUP ANGLE a 4-1/2' DOWIETER LAG SCREWS OOSTNG PLYWOOD ROOF DECK TO REWN DOSING TIMBER BEAM TO REMAIN EXISTING 2X4 WOOD JOISTS AT 24' OC TO MANN COSTING GLU -LAN GIRDER 0 REVISION N0 1 COI -1 109 • 4 • ROOM FINISH SCHEDULE ROOM NO. ROOM OR 1R EA FLOOR BASE -- CEILING NORTH WALL SOUTH WALL EAST WALL WEST WALL REMARKS ROOM NO. UNDERBED FINISH MATERIAL - HEIGHT MATERIAL FINISH/ COLOR MATERIAL FINISH/ COLOR MATERIAL FINISH/ COLOR MATERIAL FINISH/ COLOR 101 EQUIPMENT ROOM CONC VCT R81 EXP /PT3 - GWB PT1 GWB PT1 GWB PT1 GWB /GLASS PTV- STEEL COLUMNS - PT2 101 102 SWITCH CONTROL ROOM CONC VCT RB1 EXP, /PT3 - GWB PT1 GWB PT1 GWB /GLASS PT1 /- GWB PT1 3'-0' 102 103 ILEC SPACE CONC VCT RB1 EXP /PT3 - GWB PT1 GWB PT1 WM PT2 GWB PT1 ENGINEER: THE AUSTIN COMPANY • IMES • MEIN • 11111M1111111211 103 104 CPA CONC VCT RB1 EXP /PT3 - GWB PT1 (OMB PT1 GWB PT1 WM PT2 STEEL COLUMNS - PT2 104 105 RECEIVING CONC VCT RB1 EXP /PT3 - GWB P11 LAMB PT1 GWB PT1 GWB PT1 HOLLOW METAL 105 106 WOMEN TOILET CONC VCT R81 ACT 9 -0" GWB PT1 GWB PP GWB PT1 GWB PT1 EXISTING WOOD ROOF DECK - PT3 ABOVE NEW CEIUNG 106 107 MEN TOILET CONC VCT RB1 ACT 9'-0" GWB PT1 GWB PT1 GWB PT1 GWB PT1 EXISTING WOOD ROOF DECK - PT3 ABOVE NEW CEILING 107 108 FIRE RISER ROOM CONC CONC - EXP /PT3 - GWB P11 GWB PT1 GWB PT1 EXIST PT1 NEW CONC CURB AT PERIMETER, DETAIL 3/A -6 108 109 ELECTRICAL ROOM CONC CONC RB1 E:P /PT3 - GWB PT1 EXIST PT1 GWB PT1 EXIST PT1 7 -2' 109 110 UNUSED SPACE CONC CONC - EXP /PT3 - EXIST - EXIST - EXIST - GWB PT1 110 /A 110 111 VESTIBULE CONC VCT RB1 ACT 9' -0" GLASS - GWB PT1 GLASS - GWB PT1 EXISTING WOOD ROOF DECK - PT3 ABOVE NEW CEIUNG 111 112 GENERATOR ROOM CONC CONC RB1 GWB _ GWB PT1 GWB PT1 GWB PT1 GWB PT1 EXISTING WOOD ROOF DECK - PT3 ABOVE NEW CEIUNG 112 113 BATTERY ROOM CONC CONC RB1 EXP /PT3 _ GWB PT1 GWB PTt GWB PT1 GWB PT1 STEEL COLUMNS - PT2 1t3 ALUMINUM /GLASS AWMNrUM - - - - - - EXT 111 5 EXT EXISTING ENTRANCE DOOR & FRAME 111 /8 A - 3 A -3 A -? ,12 /A r 3'-0• 113/A F 4'-0" , 13/8 3' -;' REVISIONS: No DATE DESCRIPTION A 1/16/0! AT &T READ AND PERMITS 8 5/14/01 ESUED FOR CONSTRUCTION C 5/16/32 REVISIONS PER Mi, FELD COMM REMARKS DOOR NO NO.. TYPE WIDTH HEIGHT THICKNESS WIDTH WEIGHT HEAD JAMB SILL FROM TO HpWR SET KEY SET KEY S0. RM. N0. A -3 101/A f 3 7 -0" 1 3/4' 366 5 - HOLLOW METAL HOLLOW METAL - 6/A -6 6/A-6 - :1 ' _ EXT 101 1 EXT STATE OF WASHINGTON 101/A A -3 102/A F 3'-0' 7 -0" 1 3/4' /1111■• AmmmmoMMOIMIL /11■111=11 An limmomor LOCAL SERVICES w One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: SCHEDULES AND DETAILS CONSTRUCTION MANAGER S 1=2.41 I7I37 RS 102 TELEPHONE # 847.698.4900 ARCHITECT/ a I SMTINR ENGINEER: THE AUSTIN COMPANY • IMES • MEIN • 11111M1111111211 DRAWN BY: CDB SCALE: AS SHOWN DATE: 12/21/00 SHEET: A___ 6 6 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: R: \62O \62OA6.dwg - DOOR AND HARDWARE SCHEDULE 9 DOOR DOOR SIZES FRAME DOOR MATERIAL FRAME MATERIAL LABEL DETAILS GLASS UNTEL LOCATION HARDWARE REMARKS DOOR NO NO.. TYPE WIDTH HEIGHT THICKNESS WIDTH WEIGHT HEAD JAMB SILL FROM TO HpWR SET KEY SET KEY S0. RM. N0. A -3 101/A f 3 7 -0" 1 3/4' - - HOLLOW METAL HOLLOW METAL - 6/A -6 6/A-6 - - - _ EXT 101 1 EXT NEW DOOR & FRAME N DtSTMIG OPENING - VERIFY 06ENSIONS 101/A A -3 102/A F 3'-0' 7 -0" 1 3/4' 3` -4' 7 -2" HOLLOW METAL HOLLOW METAL 45 MIN 7 /A-b 7/A-6 - - - 101 102 3 101 102 /A A -3 103/A F 3' -0' 7 -0' 1 3/4' - - HOLLOW METAL HOLLOW METAL - 6/A -6 6/A-6 - - - EXT 103 1 EXT NEW DOOR & FRAME N EX151NC OPENING - VERFY DIMENSIONS 103/A A -3 105/A F PR 3-0' 8' -0' 1 3/4' 6'-4' 8' -2" HOLLOW METAL HOLLOW METAL 45 MN 7/A 7/A-6 - - - 101 105 4 101 105/A A -3 106/A F 3'-0' 7' -0' 1 3/4' 3' -4" 7 -Y HOLLOW METAL HOLD METAL - 7/A-6 7/A-6 - - - 101 106 2 101 106/A A - 3 107/A F 3' -0' 7-0' 1 3/4' 3' -4' 7 -2" HOLLOW METAL HOLLOW METAL - 7/A-6 7/A -6 - - - 101 107 2 101 107/A A -3 106/A F 3'-0" 7-0' 1 3/4' 3' -4' 7 -2' HOLLOW METAL HOLLOW METAL - 7/A-6 7/A -6 - - - 101 108 3 101 DOOR & FRAME SET ON TOP NEVI CONCRETE CURB 108 /A A -3 110 /A F 4'-G' 8' -0" 1 3/4' 4' -4" 8' -2" HOLLOW METAL HOLLOW METAL 90 MW 8/A -6 8 /A -6 - - - 110 101 1 110 110 /A A -3 111/A F 3 -0' 7-0" 1 3/4' 3' - 4" 7 -2" HOLLOW METAL HOLLOW METAL 45 MN 7/A-6 7/A -6 - - - 111 101 1 111 111/A A -3 111 /B - 3'-0" 7 -0" - - - ALUMINUM /GLASS AWMNrUM - - - - - - EXT 111 5 EXT EXISTING ENTRANCE DOOR & FRAME 111 /8 A - 3 A -3 A -? ,12 /A r 3'-0• 113/A F 4'-0" , 13/8 3' -;' 7' -0' 8 -0' 7' -D 1 3/4" 1 3/4' 1 3/4' - 4' -4' 3' -4" - 8' -2" 7 -2' HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL - 45 MN 45 MN 6/A -6 7/A -6 7/A -6 6/A -6 7/A -6 7/A -6 - - - - - - - - EXT 101 112 113 1 3 EXT 101 NEW DOOR & FRAME IN EXISTING OPENING - VERIFY DIMENSIONS 112/A 113/A - 101 113 3 101 113/8 EXISTING PLYWOOD DECK 14 GA. HOLLOW METAL DOOR FRAME PARTITION SCALE: 1 1/2 " =1' -0" ANCHOR DIRECTLY TO 2x4 WOOD ROOF JOISTS 3" THICKNESS MIN. 4 pcf DENSITY MINERAL WOOL NOM. 3 5/8" WIDE BY 3" DEEP 24 GA DEFLECTON PLATE 3 5 /E" 20 GA. METAL STUDS AT 16" O.C. 1 LAYER 5/8" GYP. BD. EACH SIDE OF MTL STUD RUNNER TRACK 4" HIGH RUBBER COVE BASE TOP OF EXISTING FLOOR SLAB EXISTING PRECAST CONCRETE WALL OPENING 2" (3) BOLT ANCHORS WITH SLEEVES PER JAMB. NOTE TO DIMPLE FRAME DOOR JAMB/ HEAD SIM SCALE: NOT TO SCALE • I, EXISTING PLYWOOD DECK 16 GA. HOLLOW METAL DOOR FRAME 2x4 CONT. WOOD BLOCKING W/ 2 LAYERS 5/8' GYP BOARD EACH SIDE 3" THICKNESS MIN. 4 pcf DENSITY MINERAL WOOL FIRESTOPPING FILL MATERIAL POLYETHYLENE BACKER ROD NOM. 3 5/8" WIDE BY 3" DEEP 24 GA DEFLECTON PLATE, ANCHOR DIRECTLY TO 2X4 WOOD ROOF JOISTS RUNNER TRACK • 3 5/8" 20 GA. METAL STUDS AT 16" O.C. 2 LAYERS 5/8" TYPE X GYP. BD. EACH SIDE OF METAL STUD RUNNER TRACK r — 4" HIGH RUBBER COVE BASE TOP OF EXISTING FLOOR SLAB NOTE: 1) WALL CONSTRUCTION UL DESIGN NO. U419 2-HR PARTITION A -3 Ay SCALE: 1 1/2"=r-0" NON -RATED OR 1 HR FIRE WALL - SEE WALL SECTION (3) DRYWALL ANCHORS PER JAMB DOOR JAMB/ HEAD SIM SCALE: NOT TO SCALE M FIRE RISER ROOM 1 108 CEMENTITIOUS GROUT CURB EXISTING PLYWOOD DECK ROUGHEN EXIST CONC SURFACE ''��► 16 GA. HOLLOW METAL DOOR FRAME 2 HR FIRE WALL - SEE WALL SECTION (3) DRYWALL ANCHORS PER JAMB 2x4 CONT. WOOD BLOCKING W/ 1 LAYER 5/8" GYP BOARD EACH SIDE 3" THICKNESS MIN. 4 pcf DENSITY MINERAL WOOL FIRESTOPPING FILL MATERIAL NOM. 3 5/8" WIDE BY 3" DEEP 24 GA DEFLECTON PLATE, ANCHOR DIRECTLY TO 2X4 WOOD ROOF JOISTS RUNNER TRACK 3 5/8" 20 GA. METAL STUDS AT 16" O.C. 1 LAYER 5/8' GYP. BD. EACH SIDE OF MTL STUD RUNNER TRACK 4" HIGH RUBBER COVE BASE — TOP OF EXISTING FLOOR SLAB STEEL DOWELS AT 24" O.C. NOTE: 1) WALL CONSTRUCTION UL DESIGN NO. U419 1 -HR PARTITION AT CURB SCALE: 1 1/2"-= 1' -0' METAL STUD PRE - FORMED CONTROL JOINT EXISTING PLYWOOD DECK NOTE: 1) WALL CONSTRUCTION UL DESIGN NO. U419 RATED FIRE WALL - SEE WALL SECTION FOR WALL CONSTRUCTION TWO LAYERS 5/8" TYPE X GYP. BD. ATTACHED TO METAL STUD AT 24" O.C. 1/2" CONTROL JOINT SCALE: 1 1/2"-1 1-HR PARTITION SCALE: 1 1 /2 " =1' -0" 10 A -3 A -6 FIRESTOPPING FILL MATERIAL NOM. 3 5/8" WIDE BY 3" DEEP 24 GA DEFLECTON PLATE, ANCHOR DIRECTLY TO 2X4 WOOD ROOF JOISTS E RUNNER TRACK 3 5/8" 20 GA. METAL STUDS AT 16" 0.C. 1 LAYER 5/8" TYPE X GYP. BD. EACH SIDE OF MTL STUD RUNNER TRACK 4" HIGH RUBBER COVE BASE TOP OF EXISTING FLOOR SLAB 2x4 CONT. WOOD BLOCKING W/ 1 LAYER 5/8" GYP BOARD EACH SIDE 3' THICKNESS MIN. 4 pcf DENSITY MINERAL WOOL 4"X4"X 1/4" CONTINUOUS STEEL ANGLE SET IN BED OF SIUCONE SEALANT TOP OF EXISTING FLOOR SLAB ,,--- ANCHOR WITH 3" EMBEDMENT 0 24" O.C. CONTAINMENT CURB SCALE: 1 1 /2 " - - ACT ACOUSTICAL CEIUNG TEE: SEE CONSTRUCTION NOTES, DRAWING A -1 FINISH SCHEDULE KEY: CONC EXIST EXP GL GWB PT1 PT2 PAINT, SEMI -GLOSS LATEX: ICI DULUX PAINTS ULTRA -HIDE LATEX SEMI - GLOSS, COLOR NO. 991 WEXFORD FOG FOR HOLLOW METAL DOORS & FRAMES IN BUILDING, 1 COAT PRIMER & 2 COATS FINISH MINIMUM PT3 PAINT, ARE RETARDANT LATEX: FIAMORT COMPANY, INC. INTUMESCENT FIRE RETARDANT LATEX PAINT, 2 COAT MINIMUM TO ACHE/YE A CLASS 'A' NFPA RATING, WHITE. RB1 RESILIENT BASE: JOHNSONIfE RUBBER COVE WALL BASE, COLOR NO. 40 BLACK, 4" HIGH VCT VINYL COMPOSITION TILE: ARMSTRONG WORLD INDUSTRIES, INC. EXCELON IMPERIAL TEXTURE VINYL COMPOSITION TILE, COLOR NO. 51933 BLUE CLOUD, 12'X12 WM WIRE MESH PARTITION CONCRETE EXISTING EXPOSED STRUCTURE GLASS GYPSUM WALL BOARD RUNNER TRACK PERIMETER PARTITION SCALE: 1 1/2 " =1' -0" HARDWARE SET SCHEDULE: SET NO. 1 SINGLE SECURE ENTRY DOOR PAINT, SEMI -GLOSS LATEX: ICI DULUX PAINTS ULTRA -HIDE LATEX SEMI - GLOSS, COLOR NO. 1010 N.B.C. WHITE, 1 COAT PRIMER & 2 COATS FINISH MINIMUM EXISTING PLYWOOD DECK RUNNER TRACK DRAW & CLOSE WINDOW BUNDS AT ALL GLASS LOCATIONS 3 5/8" 20 GA. METAL STUDS AT 16" 0.C. 3 1/2" R -11 FIBERGLASS BATT INSULATION W/ VAPOR BARRIER ON TENANT SIDE 1 LAYER 5/8" GYP. BD. EXISTING EXTERIOR WINDOW & WALL CONSTRUCTION 4" HIGH RUBBER COVE BASE r TOP OF EXISTING FLOOR SLAB 1 EA DOOR BOTTOM: HAGAR 778S -A (DOORS 101 /A, 103/A, 112/A ONLY) 1 EA THRESHOLD: HAGAR 4165 -A (DOORS 101 /A, 103/A, 112/A ONLY) SET NO. 2 SINGLE PRIVACY DOOR 1 1/2 PR 1 1 1 3 2 PR EA HINGES: HAGAR BB1199 4 1/2X4 1/2, US26D (DOOR 110/A ONLY) 2 1 1/2 PR EA HINGES: HAGAR BB1199 4 1/2X4 1/2, US26D (DOORS 101 /A, 103/A, 111 /A, 112/A ONLY) 1 EA ELECTRICAL STRIKE: FOLGER ADAM 712 -75 12 VDC FAIL SECURE, US26D 1 EA MORTISE LOCKSET: CORBIN RUSSWIN ML2257 NSP, US26D 1 EA CLOSER: LCN 4041, US26D 1 EA DOOR STOP: GLYNN - JOHNSON F813, US26D 1 SET GASKET: HAGAR 891S -A,V (HEAD & JAMBS) 1 1 1 1 2 FINISH NOTES: DOOR TYPE F PAINTING NOTES: 1. PROVIDE MANUFACTURER'S BEST QUALITY PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDED SURFACE PREPARATIONS, PRIMERS & THICKNESSES, FURNISHED IN ORIGINAL MANUFACTURER'S CONTAINERS. 2. NEW INTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED PT2. WIRE MESH PARTITION TO BE PAINTED FT2. 3. DUCTWORK, FIRE PROTECTION COMPONENTS AND UNISTRUT ARE NOT TO BE PAINTED. 4. ENTIRE EXISTING INTERIOR WOOD ROOF DECK AND ROOF STRUCTURE TO BE PAINTED PT3. 1. PROVIDE & INSTALL MANUFACTURER'S MATERIALS SPECIFIED ALONG W/ RECOMMENDED PREPARATION, ACCESSORIES, TRIM, EDGE STRIPS, PRIMERS, ADHESIVES, LEVELING COMPOUNDS, SEALANTS, ETC. AS REQUIRED TO PROVIDE A COMPLETE UNIFORM INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. 2. LEAVE FINISHED INSTALLATION CLEAN & FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED, OR OTHERWISE DEFECTNE WORK. �11N 2 k 2 2 HARDWARE SET SCHEDULE: SET NO. 4 DOUBLE SECURE 4 PR EA HINGES: HAGAR BB1199 4 1/2X4 1/2, US26D EA MORTISE LOCKSET: CORBIN RUSSWIN ML2230 NSP, US26D EA CLOSER: LCN 4041, US26D EA DOOR STOP: GLYNN - JOHNSON FB13, US26D EA SILENCERS: GLYNN - JOHNSON GJ64 SET NO. 3 SINGLE SECURE DOOR 1 1/2 PR EA HINGES: HAGAR BB1199 4 1/2X4 1/2, US26D EA MORTISE LOCKSET: CORBIN RUSSWIN ML2265 NSP, US26D EA CLOSER: LCN 4041, US26D EA DOOR STOP: GLYNN - JOHNSON FB13, US26D SET GASKET: HAGAR 8915 -V (HEAD & JAMBS) DOOR EA HINGES: HAGAR BB1199 4 1/2X4 1/2, US26D EA MORTISE LOCKSET: CORBIN RUSSWIN ML2265 NSP, US26D EA CLOSER: LCN 4041, US26D EA COORDINATOR: GLYNN JOHNSON COR2- USP -72 x BX1 SET AUTOMATIC FLUSH BOLT: GLYNN - JOHNSON FB7, US26D (USE: DPI DUST PROOF STRIKE AT FLOOR) EA ASTRAGAL: HAGAR 835S -P EA DOOR STOP: GLYNN - JOHNSON FB13, US26D SET GASKET: HAGAR 891S -V (HEAD & JAMBSk 4 AV \ e SET NO. 5 EXISTING ENTRANCE SINGLE SECURE DOOR 1 EA MAGNETIC LOCK: LOCKNETICS 350+ DSM, US1OB, 12VDC EVI1ON NO. J bo I- M b9 w • 13'-0" FIELD VERIFY 3'-0" FIELD VERIFY REVISIONS: NO DATE DESCRIPTION A '/16/01 AT &T mnner AND PERMITS B 5/14/01 ISSUED FOR CONSTRUCTION C 5/24/01 ISSUED PER RENON COMMENTS 0 5/16/02 REVISIONS PER AM. FIELD COMMENTS ■ i LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC FLOOR PLAN CONSTRUCTION MANAGER J37[7Z /7E37 ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY NU$ TMT$ • AEON • EINEM • TIUCINS DRAWN BY: WBB SCALE: AS SHOWN DATE: 12/04/2000 SHEET: ' i v' 7 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: M: \620 \HVAC \620MHV01.DWG Vil" Oil A 8x6 DUCT TO HIGH TAG -1 OPENING IN EXISTING WALL (TYP. ) (1) TAG -1 MOUNT 1 AFF AND DUCT TO HIGH TAG -1 OPENING 1 -0" BELOW ROOF DECK (1 TAG - MOUNT 1' -0' AFF AND DUCT OPENING 1 ROOF DECK NEW (1 ) TAG -1 MOUNT 1 -O" AFF (FIELD LOCATED) AND NEW UCT OPENING 1' -0" BELOW ROOF DECK SR -1 18x12 120 C REMOVE HIGH TAG -1 TYPICAL AT NEW DUCT CONNECTIONS 46x20 DAMPER W /ACTUATOR I . (1) TAG -1 MOUNT 1' -0" AFF AND DUCT OPENING 1' -0" BELOW ROOF DECK 65 CFM SF -1 ON ROOF LOCATE NEW D/ AROUND EF -1 E ►: ING BEAMS 20x20 UP TO RH -1 to UI 1 8x6 TOD= , 12' -6" NqW SFD l 12' -6 FIELD LOCATE NEW DUCT AROUND EXISTING DUCTS TOD= 12' -6" OD= 12' -6" FIELD LOCATE I - EW DUCT AROUND -ST3W LOCA NEW DUCT AROUND \46x20 EXISTING BEAMS POC FOR 1" CW SEE DWG. P -1 -, FIELD LOCATE NEW DUCT AROUND EXISTING DUCT TAG -1 BOTH SIDES W/ SFD, MOUNT 1' -0" BELOW STRUCTUPE TAG W/ BEL 34x12 -1 BOTH SIDES ;FD, MOUNT 1' -0" W STRUCTURE- 46x16 38x14 UP TO RTU -1 38x24 RAG w/ SFD TAG -1 BOTH SIDES W/ SFD, MOUNT 1' -0" BELOW STRUCTURE FV -1 j EF -5 � -- 32x14 DN FROM RTU -2 32x14 SR -1 18x12 300 CFM ADD NEW TAG -1 MOUNT 1 -0" AFF DUCT TO HIGH OPENING 1' -0" BELOW ROOF DECK 46x20 11 ( 5 C FM t0 J 14x8 CT TO HIGH TAG- IN EXISTING WALL (TYP.) 46x20 38x14 UP TO RTU -2 TYPICAL 46x20 SR -1 18x12 610 CFM 46x20 MAINTAIN MAXIMUM BOP ELEVATION FROM FINISHED FLOOR AS POSSIBLE ® 1 1 4x14 I I ® 32x141 / �% + N TO HUB DR N ! I 5 SEE DWG. P 1-1/2" PC 1 N. 1 32x 14 DN R -1 - x12 CFM \ I I FROM R TU -1 _. .., AC 8 I_ _ _ _ TYP 4 Mae - 46x20 46x20 30x20 46x20 38x24 46x20 46x20 DAMPER W /ACTUATOR - 30x14 0 SR -1 co 18x12 615 CFM TYP 6 120 "x48" CD - DUCT DOWN TO FLOOR FD 4" COOLANT TO /FROM RADIATOR ON ROOF 8" EXHAUST UP THRU ROOF I ., 1 �i■ • i 46x20 DAMPER W /ACTUATOR - 46x20 DAMPER W /ACTUATOR - HVAC FLOOR PLAN TAG -1 BOTH SIDES W/ SFD, MOUNT 1' -0" BELOW STRUCTURE E>q I 34x'14 IN 1 SAG - 1 BOTH SJDES P W/ SFD, MOUNT 1' -0" I BELOW STRUCTURE _` I i • NOTE: ALL EQUIPMENT SHALL BE BRACED AND AND ANCHORED TO THE STRUCTURE TO COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS 46x20 DAMPER W /ACTUATOR ALL PC & CW IN EQUIPMENT ROOM SHALL BE PLACED WITHIN A PIPE TRAY CONTAINMENT SYSTEM 6 "0 FLUE UP THRU ROOF - MAINTAIN MAXIMUM BOP ELEVATION FROM FINISHED FLOOR AS POSSIBLE TAG -1 BOTH SIDES W/ SFD, MOUNT 1' -0" BELOW STRUCTURE 60x32 DN.TO 24" AFF 12x12 1-1/4" GAS CONNECT TO EXISTING VALVED GAS CONNECTION SEE ENLARGED PARTIAL FLOOR PLAN DWG. G -1 (4) 24x24 SILENCERS MAC TYPE S 7 -0" LONG REFRIGERANT PIPING SCHEDULE PIPING SIZE NO UNITS SERVED OF REMARKS LIQUID GAS CIRCUITS AC -1 & ACU -1 3/4" 1 -1/8" 2 10 TONS PER CIRCUIT AC -2 & ACU -2 3/4" 1-1/8" 2 10 TONS PER CIRCUIT AC -3 & ACU -3 3/4" 1-1/8" 2 10 TONS PER CIRCUIT AC -4 & ACU -4 3/4" 1-1/8" 2 10 TONS PER CIRCUIT AC -5 & ACU -5 3/4" 1-1/8" 2 10 TONS PER CIRCUIT AC -6 & ACU -6 3/4" 1 -1/8" 2 10 TONS PER CIRCUIT AC -7 & ACU -7 3/4" 1-1/8" 2 10 TONS PER CIRCUIT UH -1 6 "0 FLUE UP THRU ROOF 42x42 UP TO EF -3 ON ROOF Nr tl. I••r1M EXPIRES 6/29/O. J • • 1 RESON N0. D • REVISIONS= t NO. DATE t A 1/16/01 _ DESCRIPTION A' &'. WAD NIID PEfil1/1S B 5/14/01 ISSUED FOR CONSTRUCTION C 5/16/02 RE1l51O145 PER AKJ. FE1D COMMENTS ■ I JElkii LOCAL SER V/CES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 -264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: i DRAWING TITLE: HVAC ROOF PLAN CONSTRUCTION MANAGER Eirjcfbw, T 7Jl E NGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ a BSU T ENGINEER: THE AUSTIN COMPANY IS • MIMS • EM.IEK • IIIIMMINNIII DRAWN BY: WBB SCALE: AS SHOWN DATE: 12/04/2000 SHEET: 2 8 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: M: \620 \HVAC \620MHV02.DWG tut -AO ilillaillkaaaraft Nr- rMrzr vita we A M M F�- 1 , ,-;., p i EF -1 EF -2 0 0 SF -1 A -5 L— - t 1 ACU -2 itli ACU - 0002 I 4 I EF -4 EF -5 Ak VEr A- 5 n u f RTU -2 • HVAC FLOOR PLAN SCALE 1/8" = 1 -0" A -5 Ak VEY ACU -6 ACU -3 0 0' • • -4 • . j J 0 ACU -5 0 0 — - 4 • • - - - - ACU -4 (16) LORAN COOK 8" TURBINE VENTS EXTERNALLY BRACED 00 - 6" FLUE OQ 8" EXHAUSTS UP FROM GENERATOR Ali 0 0 0 • — 6" FLUE 0 • ,D 0 0 e �o 4" SUPPLY & R RN UP FROM GENERATOR • a Ark RH -2 u TYP. FOR 16 TURBINE VENTS NOTE: SEE DRAWING A -5 FOR FLASHING DETAILS. ALL FLASHING MUST COMPLY WITH SPECIFICATIONS AND DETAILS OF D7 CONSULTING. EVISION NO n u EF -3 n6" FLUE U EXPIRES 6/29/0 4 1 - Dot-k69 F 4 LEGEND AND SYMBOLS NO. DATE AHU AIR HANDUNG UNiT P PUMP C.P. CONTROL PANEL EF EXHAUST FAN SF SUPPLY FAN LSD UNEAR SLOT DIFFUSER SD SUPPLY DIFFUSER RAG RETURN AIR GRILLE EAR EXHAUST AIR REGISTER SAR SUPPLY AIR REGISTER VD VOLUME DAMPER A.P. ACCESS PANEL FD FIRE DAMPER EF EXHAUST FAN DR DRAIN PT PRESS. & TEMP TEST PORT AV AIR VENT FOB FLAT ON BOTTOM FOT FLAT ON TOP NTS NOT TO SCALE BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE TOD TOP OF DUCT AFF ABOVE FINISHED FLOOR CL CENTER UNE DN DOWN UP UTILITY PANEL VTR VENT THRU ROOF UH UNIT HEATER L LIQUID LINE 5 SUCTION UNE DR DRAIN CVB CONSTANT VOLUME BOX VAV VARIABLE AIR VOLUME BOX CUH CABINET UNIT HEATER AC PACKAGED AIR CONDITIONER C.f TAG TRANSFER AIR GRILLE ACU AIR- COOLED CONDENSING UNIT POC POINT OF CONNECTION GC GRAVITY CONDENSATE CD CONTROL DAMPER e.4 , C , p • , li '1 ill Vie `' r I ONAON A 1/16/01 SUPPLY DUCT UP SUPPLY DUCT DOWN CW CITY WATER V VENT ISSUED FOR CONSTRtIC1i011 PC PUMPED CONDENSATE CHILLED WATER SUPPLY - CHWR CHILLED WATER RETURN La CHWS WI il. RETURN DUCT UP CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN GLS GLYCOL SUPPLY il GLR GLYCOL RETURN FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN ill EXHAUST AIR REGISTER (EAR) RETURN DUCT DOWN G HOT GAS DISCHARGE G1,G2 INDICATE CIRCUITS IIII L ic) T TO V... TO H... ® RISE LIQUID UNE [ THERMOMETER PRESSURE GAGE W/ GAGE COCK OT THERMOSTAT O HUMIDISTAT STATIC PRESSURE SENSOR ' = DUCT RISE ,,� &10 SUPPLY DIFFUSER (SD) V RETURN AIR GRILLE (RAG) VOLUME DAMPER (MVD) DROP DUCT DROP "Y" allit DUCT MOUNTED HUMIDIFIER \ -TYPE STRAINER BUTTERFLY VALVE -I H Q CIRCUIT SETTER 0 CIRCUIT SENSOR SQUARE TO ROUND TRANSITION D'4 GATE VALVE 'ripp , 1:::{2r TEE W/ TURNING VANES RECTANGULAR BRANCH De4 GLOBE VALVE f CHECK VALVE _ IOI - BALL VALVE D REDUCER II- UNION CITY CONTACT: JIM WICKES FLEX CONNECTOR LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 9 DRAWING TITLE: HVAC SPECIFICATIONS PART 1- GENERAL CONSTRUCTION MANAGER UNED RETURN DUCT SQUARE ELBOW W/ TURNING VANES T_ REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT&T RENEW MO POUTS 8 5/14/01 ISSUED FOR CONSTRtIC1i011 ■11■.. _I. A a LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 9 DRAWING TITLE: HVAC SPECIFICATIONS PART 1- GENERAL CONSTRUCTION MANAGER 7Lj MQa :/ F7D7 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: en THE AUSTIN ceMSTltflfiTt • eai � PA1 �Yoes DRAWN BY: WBB SCALE: AS SHOWN DATE: 1211812000 SHEET: -T- 9 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV03.DWG • lets..• - stIHVS$.PLT • 6 /16/61 6166:46 PM 1.0 GENERAL PROVISIONS A. The objective of this specification is to provide high quality. safe, and satisfactory construction in all work. s. Terms ors defined as follows: 1. 'A/E" means The Austin Company and or Rognar Benson. 2. "Owner" means AT&T. 3. "Bidder" means the individual or firms proposing to furnish and install this work in occordonce with A/E drawings and specifications. 4. "Subcontractor' means the successful bidder to whom the work is awarded. C. It is imperative that this Bidder visit the jobsite to acquaint himself with job conditions. D. The 'General Requirements for Subcontractors' included herewith. form a port of this specification. The Subcontractor shall consult these in detail for instruction pertaining to his work. E. Cooperation with Utilities. Owner. WE, and other Subcontractors is mandatory. F. Design and fabrication features or proven methods not specifically covered by this specification shall be subject to special design investigation or test at A/E's option. The provisions listed herein may be challenged by evidence of continued testing or performance which can satisfy the specified intentions of eoch requirement, but such exceptions to these specifications shall be specifically stated and documented in the proposal. G. The Subcontractor's responsibility for the work herein specified shall in no way be modified or eliminated to any extent by any action of any representative of: the Owner, A/E, or any other individual or firm, except by written Change Order. H. Ail labor, materials, equipment, and services necessary to perform the work shown on the drawings or normally and generally required for the completion of the work, but are not necessarily specifically mentioned or specified herein, shall be a part of the work. I. It shall be the responsibility of the Subcontractor to check with the A/E and other Subcontractors on site of the work in order to eliminate interference with the work being installed by others. The cost of the work caused by such interferences shall be at the Subcontractor's expense. J. The systems and all components shall be guaranteed for a period of one (1) year after acceptance date of the A/E completed project and turnover for operation to the Owner. and the Subcontractor, during the guarantee period, shall provide service (e.g. trouble- shooting, etc.), parts and labor to repair or replace defective parts. K. Where this Subcontractor is the purchaser of equipment, he shall provide a manufacturer's competent, factory trained service engineer to check the installation, supervise start -up operation, and instruct Owner's personnel in the • proper and most efficient operation and maintenance of equipment, so as to prolong the life of the equipment to the maximum degree. L Proposals shall be submitted with a list of equipment and components, drawings, and data sheets showing capacities, weights, types of services required, and quantities, i.e. gas, water, air, steam, etc., and all information necessary to make a complete and proper evaluation of the proposal. M. Unless exceptions, assumptions, clarifications, etc. to the drawings and specifications are listed or itemized in the proposal, it is understood that the Subcontractor will furnish and install this work in accordance with these drawings and specifications. N. Guards, barricades, lights, signs, flares services, etc., necessary for the protection of persons and property shall be furnished and maintained. 0. Existing work such as pavements, sidewalks, curbs, and other structures and utilities which ore damaged or disturbed to make connections or any phase of operations shall be restored to the satisfaction of the A/E and the governing authorities. P. Materials, Products & Equipment shall be first quality and be furnished and installed in strict accordance with ell of the governing codes, ordinances, and applicable standards. 1. Furnish proof of approval on equipment requiring approval by UL and authorities having jurisdiction. Certified Performance Guarantee shall be delivered to A /E. 2. Materials, products, and equipment shall be delivered to jobsite with factory packaging bearing manufacturer's name or label, and union label whenever practical. 3. All items shall be of known reputable manufacturer, unless limited to specific sources by the detailed specifications. S. Manufacturers listed are for reference; other manufacturers may be submitted for approval by the A /E. Items of material and equipment which are not specifically defined within the detailed specifications, but are required by the governing authorities, shall conform to the quality standard established by such authorities. U. Applicable standards of the following are made part hereof, and shall be considered the same as if attached hereto. The latest published issue or edition available during the bidding period shall prevail, unless otherwise modified elsewhere in the specifications. 1. American Gas Association (AGA) 2. American Institute of Steel Construction (AMC) 3. American Society of Heating, Refrigeration and Air- Conditioning Engineers (ASHRAE) 4. American Society of Mechanical Engineers (ASME) 5. American Society for Testing and Materials (ASTM) 6. American Water Works Association (AWWA) 7. American Welding Society (AWS) 8. Associated Air Balance Council (ASSBC) 9. Factory Mutual Fire Insurance Companies (FM) 10. Federal Specifications and supplements hereto 11. Institute of Electrical and Electronics Engineers (IEEE) 12. Local and State codes, lows, regulations, and ordinances governing the work 13. Manufacturers' Standardization Society of Valves and Fittings Industry 14. National Fire Protection Association (NFPA) 15. National Electrical Code (NEC) 16. National Electrical Manufacturers Association (NEMA) 17. National Safety Council (NSC) 18. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) 19. Underwriters' Laboratories, Inc. (UL) 20. American National Standards Institute (ANSI) 21. United States Department of Agriculture, Consumer Protection Division, Technical Service Division (MID) 22. Federal Occupational Safety and Health Act (OSHA) 1.2 SHOP DRAWINGS AND DATA SHEETS A. For assembles and equipment, approval of shop drawings and data sheets are required before starting fabrications. They shall provide all pertinent data and information necessary to evaluate each Rem. Irrelevant information on drawings and data sheets shall be completely marked out, leaving only data that pertains to the items submitted for approval. Drawings and data sheets shoe show: 1. Principal dimensions, indudig tie -in dimensions to site and building(s), and details of construction. 2. Weights, sizes, bolting, etc. of principal equipment, components, etc. and certified drawings of total weights, loads. etc. with information required for the design of supports and foundations. 3. Sizes and locations of ductwork and connections. 4. Performance data. including fon curves. air distribution flow, etc. 5. Data on electric motors, including broke HP of driven equipment, nameplate ratings and classes, and starting and running full load currents. 6. Approval stomp of Underwriters and all other authorities having jurisdiction of drawings, calculations, data sheets, etc. requiring such approval. 7. Certified performance guarantees. B. Shop drawings and Operations and Maintenance manuals and complete Spore Parts Lists shall be furnished. 1.3 ACCESSIBIUTY A. items such as valves, controls, access doors, specialties, and accessories shall be installed so as to be readily accessible for operating, servicing, maintaining and repairing. B. Those items which are installed in unsuitable locations shall be removed and replaced as directed by the WE at the Subcontractor's expense. C. Doors and other means of access (for equipment installation) for which information /notification is provided to WE prior to installation of building walls, doors, etc., will be installed by A/E. 1.4 DIRECTIONAL PERFORMANCE A. The Subcontractor shall furnish labor necessary for unloading and assembling all pieces of equipment which, due to shipping limitations. have components which arrive on the jobsite disassembled. B. The Subcontractor shall perform in such manner that the work of others shall not be affected by dirt or debris occasioned by his work. C. The Subcontractor shall instruct the Owner on the operation and function of all systems and equipment furnished and installed by the Subcontractor. D. Prior to execution, by this Subcontractor, of any required corrective work initiated by a malfunction, failure, misinstallation, or non - acceptance of his work, he shall coordinate with all others that have been and /or will be affected in order to ascertain, for each, the scope of the work. Further, this Subcontractor shall accept and pay any and all charges submitted by those so affected and agrees that all such costs shall be this Subcontractor's expense. 1.4 SCOPE OF WORK A. This section of Mechanical Specifications covers the furnishing of materials, tools, equipment, transportation services, scaffolding, supervision, labor and other items which may not be mentioned, but are necessary for fabrication, installation or operation of heating, ventilating and air conditioning work as shown on drawings and herein specified. B. For equipment pre - purchased by the A/E, but installed by this subcontractor, see "Material Specifications ", of this specification. This installing subcontractor shall provide all checkout (check belts, iubri^atinn, filters and alignment, etc.), startup and associated service of the prepurchased equipment to put the system into operation. 1.5 WORK INCLUDES, BUT IS NOT UNITED TO, THE FOLLOWING A. Furnish and Install: Equipment Room heating and air conditioning system. The system shall consist of seven Packaged Air Conditioning Units (and all accessories provided with this equipment), seven air cooled condensers to be installed on the roof, air distribution ductwork, dampers, registers, manual volume dampers, electric dampers and actuators, flex connections, refrigerant piping, refrigerant piping insulation, refrigerant charge, all as shown on the drawings and as described in these specifications and as required for a complete and operational system. The Packaged Air Conditioning Units (AC's) are purchased by RBI. B. Furnish and Install: RTU -1 & 2. The system shall consist of two roof mounted bottom discharge packaged rooftop units, equiped with a refrigerant coil. Air cooled condenser to be part of the packaged unit, air distribution ductwork, dampers, registers, manual volume dampers, electric dampers and actuators, louvers, flex connections, refrigerant piping, refrigerant piping insulation, refrigerant charge, all as shown on the drawings and as described in these specifications and as required for a complete and operational system. C. Furnish and install: EF -1 & 2. Toilet room exhaust system, the system shall conist of ceiling mounted exhaust fans, ductwork and roof penetrations. All as shown on these drawings and described in these specifications and as required for a complete and operational system. D. Furnish and Install: All roof curbs, equipment rails, fleshings, and sealants required for all roof mounted mechanical equipment and duct penetrations thru roof. E. Furnish and Install: Hangers and supports as required to install equipment described in these specifications and shown on drawings. F. Furnish and Install: All duct openings in walls, and roofs. G. Furnish and Install: All materials, equipment and services as specified in these specifications and as shown on the drawings. H. Furnish and Install: Provide insulation as described below and as shown on drawings. 1. AC -1 thru AC -7: No insulation is required for these units. H. Prime paint all exposed support steel including, but not limited to angles, rods and clips. J. Furnish: All labor and materials required to ensure that all equipment installed by this contractor is running properly, without excessive noise or vibration, ensure fans are rotating in the proper direction after power has been applied, and test all ductwork systems for excessive leakage before insulation is installed. K. Furnish and Install: All plumbing as shown on P -1, thru P -3. L Furnish and Install: All fire protection as shown on FP -1 th M. Furnish and Install: A drip pan system for all insulated water lines, including all water and pumped condensate lines. Pon shall be as detailed on the drarwings. N. Furnish: Test and Balance Services. Contract services of a certified testing, adjusting and balancing agent registered by either Associated Air Balance Council (MBC) or National Environmental Balancing Bureau (NEBB) to perform the testing, adjusting and balancing services on the above installed system. The agent shall provide Testing, Adjusting and Balancing Reports using standard forms and respective diagrams. Provide information on instrumentation type used to balance system. System shall be tested cnd balanced before owners equipment installation begins. 0. Structural Framing - as required, for additional steel and hangers required to support mechanical equipment. This subcontractor shall locate and cut all openings in roof deck and provide structural framing. P. Roof Fleshings: This Subcontractor furnishes and installs all flashings, sleeves, closures and provides services of a qualified roofer to properly seal all roof penetrations. Q. Furnish and Install: A drip pan system for all refrigerant piping, including suction and liquid lines. Pan shall be as detailed on the drarwings. R. Furnish and install: SF -1 & RH -2. Electrical room ventilation system, the system shall conist of one roof mounted supply fan, roof hood, ductwork and wall penetrations. All as shown on these drawings and described in these specifications and as required for a complete and operational system. S. Furnish and Install: Gos fired unit heaters UH -1 & 2 in the unoccupied area of the building. this shall include all piping, valves, gas flues and roof openings as required to provide a natural gas heating system in the unoccupied portion of the building. R. Furnish and instal Engine mounted generator. Generator room ventiatbn system, the system stall conic of one wall mounted supply fon. 2 roof hoods, ductwork and wall penetrations. As os shown on these drawings and described in these spedfcations and as required for a complete and operational S. Furnish and Install: Engine generator fuel piping. This shall include all fuel oil supply piping. valves, exhaust gas flues and roof openings as required to provide a complete and operational fuel oil fired generator. S. Furnish and Install: Engine generator exhaust piping. This shall include all exhaust piping. supports. exhaust gas flues and roof openings as required to provide a complete and operational fuel oil fired generator. 1.6 WORK NOT INCLUDED IN THIS SECTION: A. The Electrical Subcontractor will furnish and install: 1. Wiring through motor starters. 2. All disconnect switches, motor starters and power wiring, unless specified as furnished with HVAC equipment. 3. All control wiring. B. Fire Protection for Building: by Fire Protection Subcontractor. C. Lighting in Building: by Electrical Subcontractor. 1.7 DESIGN CONDITIONS A. Equipment Rooms: 75 degrees F, 407E to 607E R.H. 1.8 MATERIAL SPECIFICATIONS A. The Material Specifications attached hereto, and supplemented by formai purchase orders, specify in detail, those items of equipment which hove been pre - purchased to expedite delivery. B . The following is a list of the material specifications attached hereto: 1. Material Ust 11, Environmental Control Systems. Di- 1 65 EXPIRES 6/29/02 • I _ ENVIRONMENTAL CONTROL SYSTEMS 12 AREA SERVED SUPPLY FAN COOLING COIL COMPRESSOR HUMIDIFIER HEAT /REHEAT SECTION ALTERS REMARKS TOTAL CFA OUTSIDE CFM S T. PRESS. (W.G.) HP RPM OF FANS ELECT. CHAR. MINIMUM COOLING CAP. MBH AIR �" COMP TOTAL 2 4 ELECT. CHAR. TYPE 517 KW CAPACITY HEATING (OUTPUT) MBH EAT .F LAT •F NO. STAGES ELECT. CHAR. TYPE CLEAN LOSS DIRTY LOSS Kt VOLT • Hz 1 FACE AREA Sq Ft EAT. LJ1 T. VOLT • Hz VOLT • Hz DST WB•F DEPT WEITF TOTAL SENS. AC -1 EQUIPMENT ROOM 10200 0 1 -0 10 - 2 460 3 60 227.4 2011 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR. FIRESTAT, PUMPED CONDENSATE. UNIT PRE - PURCHASED BY RBI AC -2 EQUIPMENT ROOM 10200 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4 - TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPED CONDENSATE. UNIT PRE - PURCHASED BY RBI AC -3 EQUIPMENT ROOM 10200 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPED CONDENSATE. UNIT PRE - PURCHASED BY RBI AC -4 EQUIPMENT ROOM 10200 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPED CONDENSATE. UNIT PRE - PURCHASED BY RBI AC -5 EQUIPMENT ROOM 10200 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPEE CONDENSATE. UNIT PRE - PURCHASED BY RBI AC -6 EQUIPMENT ROOM 102C0 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 1 15.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPED CONDENSATE. UNIT PRE- PURCHASED BY RBI AC -7 EQUIPMENT ROOM 10200 0 1.0 10 - 2 460 3 60 227.4 201.2 450 22.2 75.0 62.5 56.8 54.7 2 20 1 460 3 60 IR 22.1 6.4 115.0 56.8 66.8 1 460 3 60 4" TA 0.10 0.2 45% OPTIONS: SMOKE DETECTOR, FIRESTAT, PUMPED CONDENSATE. UNIT PRE- PURCHASED BY RBI _ 1 FAN SCHEDULE MARK NO. AREA SERVED CFM STAT. PRESS. I W G TYPE DRIVE RPM WHEEL DIA. MOTOR AMP ELEC. CHAR. REMARKS V PH HZ EF -1 TOILET ROOM 106 120 0.50 CENTRI. DIRECT 1600 5.25 1.0 120 1 60 BROAN 361 LoSone EF -2 TOILET ROOM 107 120 0.50 CENTRI. DIRECT 1600 5.25 1.0 120 1 60 BROAN 361 LoSone EF -3 GENERATOR ROOM 112 20,000 1.00 CENTRI. BELT 600 42 7.5 HP 460 1 60 GREENHECK GB- 420 -75 EF -4 BATTERY ROOM 106 1600 0.50 CENTRI. BELT 1300 13.5 0.5 460 3 60 COOK 135C -4B EF -5 BATTERY ROOM 106 1600 0.50 CENTRI. BELT 1300 13.5 0.5 460 3 60 COOK 135C -4B 63 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -5 AC -5 COMPRESSOR IN AC 4 3/4 SF -1 ELECTRICAL ROOM 109 600 0.25 CENTRI. BELT 565 16 1/4 HP 120 1 60 GREENHECK RSF -90 -3 SF -2 GENERATOR ROOM 112 1400 0.325 CENTRI. BELT 965 14 1/4 HP 120 1 60 GREENHECK CWB -140 -4 AC - -7 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1-1/8" 2 GAS FIRED UNIT HEATER SCHEDULE MARK NO. AREA SERVED CAP. MBH (OUTPUT) MIN. EFF. % NO. OF STAGES GAS PRESS. (IWG) FAN POWER VENT MTG. HT. REMARKS CFM ENT. AIR - F LVG. AIR T HP ELEC. CHAR. V PH HZ UH -1 ROOM 110 UNUSED 280.0 80 2 10 5000 60 112 201/3 120 1 60 NO 11' -0" NONE UH -2 ROOM 110 UNUSED 280.0 80 2 10 5000 60 112 201/3 120 1 60 NO 11' -0" RA -1 UH -3 ROOM 112 GEN. ROOM 280.0 80 2 10 5000 60 112 201/3 120 1 60 NO 11' -0" 105 AIR TERMINAL DEVICE SCHEDULE MARK NO. TYPE SERVICE DUCT (D) WALL (W) CEIL.(C) FACE SIZE NECK SIZE DAMPERS REMARKS SR -1 SUPPLY REGISTER D 18:12 NONE YES 2:1 SR -2 SUPPLY REGISTER C SEE DW GS NONE YES HARD CEILING SR -3 SUPPLY REGISTER W SEE DWGS NONE YES ACU -1 SD -1 SQUARE SUPPLY DIFFUSER C 24x24 10 "0 NONE LAYIN CEILING TAG -1 TRANSFER AIR GRILLE W 30x30 NONE NONE UNIT PRE - PURCHASED BY RBI TAG -2 TRANSFER AIR GRILLE W 14x14 NONE NONE 3 RA -1 RETURN AIR GRILLE C 24x • NONE NONE LAYIN CEILING EAR -1 EXHAUST AIR REGISTER C 12x12 NONE YES DUCT ROOF HOOD SCHEDULE MARK NO. MAX. INLET VELOCITY FPM THROAT SIZE HOOD PERIMETER TO THROAT RATIO REMARKS RH -1 500 20x20 2:1 GREENHECK FHI RH -2 500 60x112 2:1 GREENHECK FHI KW V 0 HZ HP V 0 HZ Su F ER WINFTER UQUID GAS ACU -1 AC -1 COMPRESSOR IN AC AIR COOLED CONDENSING UNIT SCHEDULE MARK NO. UNIT SERVED COMPRESSOR CONDENSER WEIGHT CONNECTION SIZE NO OF CIRCUITS REMARKS TYPE NOM. TONS I NO. OF STAGES ELEC. CHAR. NO. FANS ELECTRICAL OA DESIGN KW V 0 HZ HP V 0 HZ Su F ER WINFTER UQUID GAS ACU -1 AC -1 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -2 AC -2 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE- PURCHASED BY RBI ACU -3 AC -3 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -4 AC -4 COMPRESSOR IN AC 4 3/4 460 3 63 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -5 AC -5 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -6 AC -6 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1 -1/8" 2 UNIT PRE - PURCHASED BY RBI ACU -7 AC - -7 COMPRESSOR IN AC 4 3/4 460 3 60 105 -20 815 7/8" 1-1/8" 2 UNIT PRE - PURCHASED BY RBI A ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY SNSRTMR • ■1 • NNM • NNiNOTN DRAWN BY: WBB SCALE: AS NOTED DATE: 12/18100 411F11M WAPIR1-MlZWA ALL AIR TERMINAL TYPES MAY NOT BE UTILIZED FOR THIS PROJECT. 2.1 AIR TERMINAL 0 A. Supply Registers (SR) 1. Supply registers shall be one of the following or an A/E approved substitute: a. Krueger b. Hemostat c. Titus 2. Sizes shall be as listed on drawings. Double deflection registers shall have horizontal front with vertical rear deflection vanes. Vanes shall be spaced on 3/4' centers and be adjustable, front and rear. A sponge rubber gasket shall be provided to prevent streaking. Units shall be of steel construction and be for lay -in ceiling, duct mounted or wall /surface mount as required. All registers shall have an off-white baked enamel finish. 3. Units shall be provided with opposed blade damper for volume control. Damper shall be adjustable through face of register. B. Return Grilles /Exhaust Registers/ Transfer Grilles (RAG) /(EAR) /(TAG) 1. Return grilles shall be one of the following or an A/E approved substitute: a. Anemostat b. Titus Mfg. c. Krueger 2. Sizes shall be as listed on the drawings. Single deflection grilles shall have stationary horizontal vanes set on 3/4" centers and 35' angle. Unit shall be of steel construction and be for wall, ceiling or duct mounting as specified on drawings. NI grilles shall hove an off -white finish. Unit shall have mullions and frames for solid substantial construction. 3. Registers shall be provided with opposed blade damper for volume control, as required on drawings and schedules. C. Square Ceiling Supply Diffusers (SD) 1. Square Ceiling Supply Diffusers shall be one of the following or on A/E approved substitute: a. Anemostat EFL b. Titus Mfg. TMS c. Krueger 1400 2. Sizes shall be as listed on drawings. All diffusers shall have on off-white baked enamel finish, shall be of heavy gauge steel Construction, for lay -in ceiling grid, shall have straightening grids and shall have sector blank -off baffles where shown on drawings Os necessary for distribution pattern. IR = INFRARED STM = STEAM 2.2 EXHAUST FAN (EF) A. Housing: Steel housing with duct connection outlet. Discharge backdraft damper shall be in fan discharge. B. Housing Insulation: Faced, 1/2" heavy- density, sound insulation over entire casing. D. Housing Finish: Baked -on finish. E. Centrifugal fon, with forward - curved, double -width wheels of steel, in painted steel fan scrolls, directly connected to manufacturer's standard motor. 1. Direct drive blower statically and dynamically balanced. 2. Multi-speed leadless motor with plug -in connections, 3 motor speeds. Speeds changes with simple wiring change. 3. Blower slides out of housing for servicing. F. Accessories 1. Metal grille inlet. 2.3 ROOF HOOD (RH) A. Roof Hoods shall be of the size and type shown on the drawings and specified herein, and shall be manufactured by one of the following: 1. Acme Engineering 2. Aerovent 3. Penn Ventilator 4. Greenheck 5. Cook B. The hoods shall be constructed of aluminum for outdoor installation, of sufficient ridgidity and strength. C. Throat velocity shall not exceed 650 FPM. Hood to throat area shall be 2:1 D. Hoods shall be securely anchored to the building on an approved manner and shall be installed to be completely free from vidration under all conditions of operation. TA = THROW AWAY W = WASHABLE REVISION N k,? Ca - 04 0 crri Of 1° RM1T CE341S11 t EXPIRES 6; ?9/04' I REVISIONS: t NO. A B C DATE 7/16/01 5, 14/01 5/16/02 DESCRIPTION AT &T REVEII AND PERMITS ISSUED FOR CONSTRUCTION REVISIONS PER AKI. FIELD COMMENTS ATJ�T LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SECTIONS SCHEDULES AND SPECIFICATIONS CONSTRUCTION MANAGER L IiI I ENGINEERS o BUILDERS // Lr �� =zYl 2! -= z //��/77 // 1l ��� - /�77 .y TELEPHONE # 847.698.4900 10 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 FILE: M: \620 \HVAC \620HVO4.DWG C I, f OI- \)o9 ROUND DUCTWORK - LOW PRESSURE NO. OF VANES NEGATIVE PRESSURE (UP TO - 2'W.G.) POD PRESSURE (UP TO +2'W.G.) ] OUCT DIAMETER INCHES SPIRAL SEAM GAGE LONGITUDINAL SEAM GAGE SPIRAL SEAM GAGE LONGITUDINAL SEAM GAGE 3 thru 8 26 24 26 26 9 thru 14 26 24 26 26 15 thur 26 24 22 26 24 27 thru 36 22 20 24 22 37 thru 50 20 18 22 20 51 thru 60 18 16+ 20 18 61 thru 84 - 16• - 16 PERCENT REDUCTION NO. OF VANES RADIUS OF 1ST VANE RADIUS OF 2ND VANE RADIUS OF 3RD VANE 33% TO 99.9% 1 R1 = R + 0.35(W) 15% TO 32.9% 2 R1 = R + 0.15(W) R2 = P + 0.45(W) 10% TO 14.9% =CDC 0 - n, u.r non, 3 ,e• /ru in. unn...t R1 = R + 0.10(W) R2 = R •+• 0.25(W) R3 = R + 0.52(W) 21 GEIEAAL PRODUCT REEF A Procunwreet and inddation d materials products and equipment shd emanated be er hated ea the work d the other Wades m sheen an the medionicaL sisdricat. erdriecbsol and Owner's equipment dreams. a W Items of o one classification which me need in madly, such ere raises. specialties. accessories. case be the product d are manufacturer, and did be used arty for the ssnloes recon rye dad by manufacturer. ur a each 2.2 MOTORS - GENERAL A. Electric Motors 1. SId be furnished as required for d equipment furnished by this subcontractor. 2. Motors shot be guaranteed by rrarxufacbrer to meet appicable requirements d IEEE and NELIA of each doss end service; and to operate satisfodonly under norm load conditions and continua* under full loot Al motors shad hove high efficiency wir 3. She shall be as stated on dro gs, or as required. 4. Nameplate Ratings shall not be less than brake HP of equipment to be driven, in full range of operotig conditions. 8. Motors up to 1/6 HP may have bronze sleeve bearings. and those over 1/6 HP shd be drip -proof, open type, squirrel cage with ball or roller bearings, unless otherwise required in description of equipment. 1. Motor speed shall not be over 1800 PRY, unnless otherwise stated herein. Power characteristics shall be as stated on drawings, as follows: , a. Up thru 1/3 HP - 115 volt, 1 plow, 60 hertz b. 1/2 HP and huger - 460 volt, 3 phase 60 hertz. 2. Permanently lubricate double seal WI bearings. 3. Single phase motors shall be shaded pole type. 4. Single phase motors shall hove built -in thermal overload protection. 5. Open drip proof NEW Class A -1 or as required for service location. 2.3 INSULATION - GENERAL A Fumish and Install al thermal insulation as specified herein on clean thy surfaces only after testing, inspection and approval of the air tight ductwork systems. The test ng shall be in strict accordance with these specifications and manufacturer's printed instructions. insulation shall be of the type specified and as manufactured by one of the following, or an A/E approved substitute: 1. Owens- Corning 2. Pittsburgh-Corning 3. Certain -Teed • 4. Schuller Industries (John- Manville) 5. PPG Industries 6. Knout B. Insulation, Covering, Tape and Adhesive - shall meet the NFPA non - combustible requirements of flame spread not to exceed 25, and smoke developed not to exceed 100 as rated by Underwriters Laboratories for Pipe and Equipment Coverings R5583 U8.15. 2.4 DUCTWORK INSULATION A Duct Insulation 1. All round or rectangular air conditioned supply ductwork, return ductwork and all outside air intake ductwork with or without lining shall be insulated on the outside unless stated otherwise In the specifications. 2. Concealed insulated ductwork a. Ductwork located in the space above ceilings or in chases and not exposed to view without removal of ceiling tile or access doors, shall be insulated with 2' thick 0.75 lb. density duct wrap with factory fat Kroft laminate backing. The wrap shall conform to NFPA 190A and 1908 Standards. The duct wrap shall be supplied over dean dry airtight ductwork. Minimum thickness at m coers shall be 1'. Insulation shall be butted tightly at joints and vapor barrier facing shall be overlapped a minimum of Y. Insulation should be removed from lap prior to stapling. All seams shall be stapled approximately 6' on center with outward clinching staples, then sealed with a foil vapor barrier tape or vapor barrier mastic. 3. Exposed to view ductwork a. Insulated ductwork exposed to view such as all ductwork in mechanical areas, ductwork in machine rooms, warehouse, process areas and ductwork in walk -in chases, and called for on drawings shall be insulated with 2" thick 3 lb. density duct -board with factory Foil Reinforced Kraft backing similar to Owens Coming Fiberglass type 703 FRK. Pre - scoring may be required to allow the board to conform to the surface. Insulation shall be applied using mechanical fasteners such as weld pins attached with adhesive 177 General Purpose by Aerko Fastening Systems, Inc. Fasteners shall be located not less than 3" from each edge or corner with maximum spacing of 12" on center. Apply FRK pressure - sensitive patches and seal edge with FRK joint sealing tape. 2.5 DUCTWORK - GENERAL A. All ductwork shall be fabricated according to the recommendations of the Sheet Metal and Air Conditioning Contractor's National Association (SMACNA), 4th Edition 1969 with the exceptions of the gauges and details as listed in these specifications. All duct sizes on drawings indicate net free area. B. Ductwork shall be galvanized steel, lock forming quality, unless aluminum or other material is specifically called for on the drawings. Other joint construction of equivalent mechanical strength and airtightness may be used in lieu of that specified below, provided approval is obtained prior to fabrication. Submit for approval, sheet metal details of any proposed alternate joint construction and reinforcement. All supply ductwork shall be cross- broken outward and return and exhaust ductwork cross- broken inward. Beading may be used instead of cross - braking if material two gouges heavier is used (i.e. 20 gauge instead of 22 g au g e) . C. Holes for damper rods, thermostats, etc., shall be drilled or machine punched, not punch driven. D. Streamlined sleeves and increased duct sizes shall be furnished wherever piping or other interferences pass through ducts. E. Elbows shall be with inside radii the same as duct widths, insofar as possible. Where radii must be reduced, vanes shall be added as follows: • TABLE 2.505.E.1 , W = NEW RADIUS (R x % REDUCTION f. Trorrsataw eba widths may be taken as swam width. C. Taming vanes for square ebows shell be tbctory mode. Vanes shall be isstlaled at proper angles t Transkion pieces shed be writ' 1 to 7 slopes wherever poesnlbie. Without fines. Ito 5 wrmdernrwn > p_ Wherever slope must be Increased. spatter vanes shd be added. be I. Branch connections corking less than 10% of the trunk may be mode by cutting full sae brunch duct into the trunk Other connections shall be mode with h throats proportioned to maintain equal velocity in each branch tdoeoff, or Oh carted spin -lee. kl. Al ductwork seons shat be sealed witr hardening mastic sealant K. Where shown or necessary for balancing. manual volume dampers shalt be m uttipie tower type, unless otherwise 'pealed, with b6 bushing blades interlocking edges, not over 8" wide and 48" long. Bearing and hardware shd consist of steel rods and - oi9 bearings, cadmium plated brackets, quadrants, indicatory, and eccentric wing nut clomps. M. Drain pons for installation where shown shall be provided lf not furnished by manufacturer. They shall be constructed of 16 gouge galvanized steel with seams soldered or caulked water tight. Depth shall be 2' and have 1 -1/2' drain and 3' water seal on traps, and shed be coated on inside with bitumostic point. 0. Hangers and supports shd be such as will support duct and accessories with safety factor of 6. Hangers and supports shall include one piece malleable iron or wrought steel inserts with long necks and keyhole slots for attadunent in forms; expansion shells, self-drilling type with inside threads and expanding plugs; ongles, channels, rods, etc., and wd brackets and riser support damps. For ducts up to 35' wide, use galvanized band iron strops fastened to bottom of ducts with sheet metal screws. Over 36 in. wide ducts, use steel angle carriers under ducts and support on steel hanger rods. Angle carriers shall be of sufficient length to prevent hanger rods from touching sides of duct. P. Instolation of hangers and supports shall be to existing overhead budding /roof support structure. Installation shall be in a substantial, safe and rigid manner and shall not interfere with the work of the other trades. Hangers shall not be spaced over 6'-0' on centers. O. Low Pressure Duct Construction Standards: TABLE 2.5.Q.1 TABLE 2.5.Q.2 -' - w. c. MAXIMUM NEGIIJVE PRESSURE LARGEST (H OR W) DUCT DIMENSIONS INCHES up thru 18 19 thru 30 31 thru 42 43 thru 48 49 thru 54 55 thru 60 61 thru 84 85 thru 96 97 thru 120 RECTANGULAR DUCTWORK - LOW PRESSURE (UP TO 2" W.G.) GALVANIZED STEEL GAUGE 24 20 18 TRAVERSE JOINTS AND BRACING 1' standing seam or 1' pocket lock 1' standing seam or 1" pocket lock with lxlx1 /8 angle stiffeners between joints at 5ft centers maximum 1 -1/2" standing seam or 1 -1/2" pocket lock with 1- 1/2x1 - 1/2x1/8 angle stiffeners between joints at ;Nft centers maximum 1 -1/2' standing seam or 1 -1 /2" pocket lock with 1- 1/2x1 - 1/2x1/8 angle stiffeners between joints at }jj centers maximum 1 -1/2' standing seam or 1 -1/2' pocket lock with 1- 1/2x1 - 1/2x1/8 angle stiffeners between joints at 2ft centers maximum 1 -1 /Y standing seam or 1 -1/2' pocket lock with 1- 1/2x1 - 1/2x3/16 angle stiffeners between joints at 2ft centers maximum 1 -1/2' standing seam or 1 -1/2' pocket lock with 1- 1/2x1 - 1/2x1/4 angle stiffeners between joints at 2f centers maximum R. Where special rigidity or stiffness is required, ducts should be constructed of metal two gauge numbers heavier, e.g., use 22 gouge instead of 24 gauge. Ducts wider than 96" require special field study for hanging and supporting methods. 2.6 0RMbSiiC COI1TING A Shamstic 000tinge steal be two harry brad coats a/ E bsnostic Tank Solution as mode by Koppers Company, Inc. a Apply in d drain pons and where cried out on drawings 2.7 FUME OtiCiWOta( INSULATED A Fledge ductwork slid be as manufactured by one at the following or an A/E approved substR ute. 1. Wiremdd 2. Thermoflex 1 ' 3. General Environment Corporation r B. Fled* ductwork that be composed of on inner finer of corrosion resistant we, with 1', 3/4 b. densely fbergioss blanket of insulation and a flame retardant izly wire vapor eix supporting an airtight comply cor the latest NEPA Bulletin /904 and be listed as a Coss I connector, UL Standard 181. Maximum flex duct length shod be r C. Duct shad be Type WG as manufoctured by Wiremold, or on A/E approved substitute. 2.8 SEALING MATERIALS A. Joint and Seam Sealants: 1. The term sealant used here is not Wiled to materials of adhesive or mastic nature. B. Joint and Seam Sealant: 1. One- part, non -sag, solvent-release-curing. polymerized butyl sealant complying with FS Ti -S- 001657, Type k formulated with o minimum of 75 percent solids. C. Flanged Joint Mastics: 1. One -port, odd- cuing, silicone elostomeic joint sealants, complying with ASTM C920, Type S, Grade NS, Class 25, Use 0. 2.9 FlRE- STOPPING A Fire- Resistant Sealant Provide one -port imtumescent elastomeric sealant formulated for use in a through-penetration Penetration furs -stop system for filling i �g opener around duct penetrations through walls and floors, having fire - resistance ratings indicated as established by testing identical assemblies per ASTII E 814 by Underwriters Laboratory, Inc. or other testing and inspecting agency acceptable to authorities having ju risdiction. See Architectural plans for fire wall designation. B. Products: Subject to compliance with requirements, provide one of the following: 1. '3M Fire Barrier Caulk CP -25'; Electrical Products Div. /3M. 2.10 DUCT HARDWARE A. Generot Provide duct hardware, manufactured by one manufacturer for all items on project, for the following: 1. Test Holes: Provide in ductwork at fon inlet and outlet, and elsewhere as indicated, duct test holes, consisting of slot and cover, for instrument tests. 2. Quadrant Locks: Provide for each damper, quadrant lock device on one end of shaft; and end bearing plate on other end for damper lengths over 305 mm (12 "). Provide extended quadrant locks and end extended bearing plates for externally insulated ductwork. B. Manufacturer. Subject to compliance with requirements, provide duct hardware of one of the following: 1. Ventfabrics, Inc. 2. Young Regulator Co. 2.11 DUCT ACCESS DOORS A. Provide duct access doors of size as indicated on drawings and at fire dampers and cooing coils. Access panels are required where shown or necessary for servicing. Under 4 sq. ft., construct to 20 gauge galvanized steel with standing seams and sash lock fasteners. Over 4 sq. ft., construct of 16 gauge galvanized steel with 1 -1/2 x 1 -1/2 x 1/ angle frames and cam locking latches with operators on both sides. Panels for insulated ducts or housings shall hove equivalent insulation built -in. Access panels shall be installed adjacent to all fire dampers. B. Construction: Construct of same or greater gauge as ductwork served, provide insulated doors for insulated ductwork. Provide flush frames for uninsulated ductwork, extended frames for externally insulated duct. Provide one side hinged, other side with one handle -type latch for doors 12" high and smaller, 2 handle -type latches for larger doors. C. Manufacturer: Subject to compliance with requirements, provide duct access doors of one of the following: 1. Air Balance Inc. 2. Duro Dyne Corp. 3. Ruskin Mfg. Co. 4. Ventfabrics, Inc. 5. Zum Industries, Inc.; Air Systems Div. 2.12 FLEXIBLE CONNECTIONS A. General: Provide flexible duct connections wherever ductwork connects to vibration isolated equipment. Construct flexible connections of neoprene - coated flameproof fabric crimped into duct flanges for attachment to duct and equipment Make airtight joint. Provide adequate joint flexibility to allow for thermal, axial, transverse, and torsional movement, and also capable of absorbing vibrations of connected equipment. B. Flexible ducts shall be installed in accordance with TIMA/SMACNA Flexible Duct Performance Standards and Flexible Duct Installation Standards. C. Manufacturer. Subject to compliance with requirements, provide flexible connections of one of the following: 1. Duro Dyne Corp. 2. Flexaust (The) Co. 3. Ventfabrics, Inc. 2.13 DAMPER ACTUATORS A. Open /Close type for AC units 1. Provide damper actuators for open/close type dampers as shown on drawings. Units shall be 24 Volt, 60 Hz. 2. All actuators shall be spring return to normal position as required by sequence upon power interruption. 3. All actuators shall have an auxiliary switch, SPDT, which makes or breaks circuit at powered and of stroke. 4. Provide damper linkages and accessories as required for a complete installation. 5. Actuators shall be sized to provide the required torque to operate the dampers. 6. Provide an end switch to be mounted on damper shaft, to be installed by this contractor and wired to AC unit by Electrical subcontractor. End switch to verify that damper is open. B. Open /Close type for SMOKE DAMPERS 1. Provide damper actuators for open /dose type dampers as shown on drawings. Units shall be 120 Volt, 60 Hz. 2. All actuators shall be spring return to normal position as required by sequence upon power interruption. 3. All actuators shall have an auxiliary switch, SPOT, which makes or breaks circuit at powered end of stroke. 4. Provide damper linkages and accessories as required for a complete installation. 5. Actuators shall be sized to provide the required torque to operate the dampers. Do1- L EXPIRE /29/ i r w REVISIONS: NO. A B DATE 1/16/01 5/14/01 DESCRIPTION AT &T RE1IE>Y AND PERMITS =ED FOR COMSiRUCTOR AT&T ■ LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CiTY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SPECIFICATION PART 2 - GENERAL PRODUCT REQUIREMENTS CONSTRUCTION MANAGER 7Lj 1;2a®aaa r momayan. ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSOITAIITS • man • EU6INEIEMS • CONSTROCTOiS DRAWN BY: WBB SCALE: AS SHOWN DATE: 1211812000 SHEET: 5 11 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV05.DWG CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 • JH - 2823 _Se - •211NV11e _PLT - 6/16/111 i :611 :a8 PSI 2.0 S1RTE16 2.1 GENERAL REFRIGERIUION PPS A ASIE CarrOance: Qualify brazing end welting poowes and operators according to ASiK Bohr and Prwrre Vessel Code, Section DC ydding and Brazing Qualifications.' B. Regulatory Requirements witm pronsions d the following coder 1. ASME 831.5, "Refrigeration Piping' 2. ASHRAE 15, 'Safety Code for Mechanical Refrigeration.' C. IL Operated Standard: 1 products mg win tL 207. 'Refrigerant - Containing Components and Accessories. Noneiectricd'; or LL D. Listing and Labeling Provide products speciied in t s Section that are A. feted and labeled. 2.2 MUFACil1RERS A Arlon focturers: Subject to corpiance with requirements, panicle products by one of the following: 8. Refrigerants: 1. Abed Signal Inc.; Genetron Refrigerants. 2. DuPont Company; Fluorochemicon Div. 3. Elf Atochem North America, Inc. 4. ICI Americas Inc.; Fluorochemicda Bus. C. Refrigerant Valves and Specialties: 1. Donfoss Electronics, Inc. 2. Eaton Corporation; Industrial Control Div. 3. Emerson Electric Company, Atco Controls Div. 4. Henry Valve Company. 5. Parker- Honnifin Corp. ;Refrigeration & Air Conditioning Division. 6. Spartan Valve Company. 2.3 PIPES AND TUBES A. Hard Copper Tube: ASTIU B 280, Type ACR, drawl temper. B. Hard Copper Tube: ASTM B 88, Type L. drown temper. 2.4 PIPE AND TUBE FITTINGS A. Copper Fittings: ASMEB 16.22, wrought - copper streamlined pattern. 2.5 JOINING ItATERIA S A. Brazing Filler Metals: AWS A5.8, Classification BAg -1 (Silver). B. Solder shall be hard silver 1122 streamline or an approved substitute. C. Sealant for screwed joints shall be wrapped or coated with on approved material. 2.6 VALVES A. General: Complete valve assembly shall be UL- Fisted and designed to conform to ARI 760. B. Globe valve: 450 psig maximum operating pressure, 275 deg F maximum operating temperature; cost bronze body, with cast bronze or forged brass wing cap and bolted bonnet replaceable resilient sear cisc; plated steel stem. Valve shall be capable of being repacked under pressure. Valve shall be straight through or angle pattern, with solder -end connections. C. Refrigerant Charging valve: 27 REFRIGERANT PIPING SPECIALTIES A. Straight or Angle - Type Strainers: 430 -psig working pressure; forged -brass or steel body with stainless -steel wire or brass- reinforced Monet screen, and screwed cleonout plug, with solder -end connections. B. Moisture /Liquid Indicators: 500 -psig operating pressure, 200 deg F operating temperature; forged -brass body, with replaceable, polished, optical viewing windqw with color -coded moisture indicator, and solder -end connections. 2.8 REFRIGERANTS A. Provide refrigerant charge for all systems installed by this contractor, R -22: Monochlorodifluoromethane. 3.0 REFRIGERANT PIPNG EXECUTION 3.1 EXAMINATION A. Examine roughing -in for compliance with requirements for installation tolerances and other conditions affecting performance of refrigerant piping. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 APPLICATIONS A. Aboveground, within Building: Type ACR drawn - copper tubing. B. Aboveground, within Building: Type L drawn-copper tubing. 3.3 INSTALLATION A. Install refrigerant piping according to ASHRAE 15. B. Install piping in short and direct arrangement, with minimum number of joints, elbows, and fittings. C. Arrange piping to allow normal inspection and service of compressor and other equipment. Install valves and specialties in accessible locations to allow for service and inspection. D. Install piping with adequate clearance between pipe and adjacent walls and hangers, or between pipes for insulation installation. Use sleeves through floors, walls, or ceilings, sized to permit installation of full - thickness insulation. E. Insulate suction lines and liquid lines, but insulate them together if adjacent. F. Do not install insulation until system testing has been completed and all leaks have been eliminated. G. Install branch lines to parallel compressors of equal length, and pipe identically and symmetrically. H. Install copper tubing in rigid or flexible conduit in locations where copper tubing will be exposed to mechanical injury. I. Slope refrigerant piping as follows: 1. Install horizontal hot -gas discharge piping with a uniform slope of 0.4 percent downward away from compressor. 2. Install horizontal suction lines with a uniform slope of 0.4 percent downward to compressor. 3. Install traps and double risers and where required to entrain oil in vertical runs. 4. Liquid lines may be installed level. J. Use fittings for changes in direction and branch connections. K. Install exposed piping at right angles or parallel to building walls. Diagonal runs are not permitted. L Reduce pipe sizes using eccentric reducer fittings installed with level side down. M. Provide bypass around moisture -liquid indicators in Ones larger than 2 -inch NPS. N. Install unions to allow removal of solenoid valves, pressure- regulating valves, expansion valves, and at connections to compressors and evaporators. 0. Install flexible connectors at the inlet and discharge connection, at right angles to axial movement of compressor, parallel to crankshaft. P. Install replaceable -core filter- dryers, with isolation valves and valved bypass. Q. Install refrigerant valves according to manufacturer's written instructions. R. When brazing, remove solenoid -valve coils; remove sight glasses; and remove stems, seats, and packing of valves, accessible internal parts of refrigerant specialties. Do not apply heat near bulb of expansion valve. S. Install pressure relief valves as required by ASHRAE 15. Pipe pressure relief valves on receivers to outdoors. T. Charge and purge systems; after testing, and dispose of refrigerant following ASHRAE 15 procedures. U. Charge system as follows: 1. Install filter -dryer core after leak test, but before evacuation. 2. Evacuate refrigerant system with vacuum pump, until temperature of 35 deg F is indicated on vacuum dehydration indicator. 3. Maintain vacuum for a minimum of 5 hours. 4. Break vacuum with refrigerant gas and charge to 2 psig. and PROVIDE FLEX AT UNIT CON AG 1/2' CW 3/4' PC MOUNT ALL AC UNITS ON NON - ADJUSTABLE PADS. PADS SHALL HAVE A HIGH -GRADE CORK PLATE, PERMANENTLY BONDED BETWEEN TWO LAYERS OF WAFFLE- DESIGN, OIL RESISTANT SYNTHETIC RUBBER. THE WAFFLE DESIGN SHALL INCREASE DEFLECTION AND FORM A NON -SKID SURFACE WHICH RESISTS "CREEPING' OF EQUIPMENT. PADS SHALL BE OR EQUIVALENT TO ELASTO -RIB, AS MANUFACTURED BY KORFUND DYNAMICS CORP. MINIMUM LOAD RANGE OF 60 LBS /SQIN, WiTH A THICKNESS OF ONE INCH. C SEE PLUMBING DRAWING P -3 FOR WATER AND PUMPED CONDENSATE REQUIREMENTS 3.4 HANGERS AND SUPPORTS ISOMETRIC DETAIL NOT TO SCALE A. Adjustable steel clevis hangers for individual horizontal runs less than 20 feet in length. B. Roller hangers and spring hangers for individual horizontal runs 20 feet or longer. C. Pipe rollers for multiple horizontal runs, 20 feet or longer supported by a trapeze. 0. Spring hangers to support vertical runs. E. InstoU hangers for copper tubing with the following maximum spacing and minimum rod sizes. Tube sizes are nominal or standard tube sizes as expressed in ASTM B 88. 1. 1/2 Inch: Maximum span, 60 inches; minimum rod size, 1/4 inch. 2. 5/8 Inch: Maximum span, 60 inches; minimum rod size, 1/4 inch. 3. 1 Inch: Maximum span, 60 inches; minimum rod size, 1/4 inch. 4. 1 -1/4 Inches: Maximum span, 72 inches; minimum rod size, 1/4 inch. 5. 1 -1/2 Inches: Maximum span, 96 inches; minimum rod size, 3/8 inch. 6. 2 Inches: Maximum span, 96 inches; minimum rod size, 3/8 inch. 7. 2 -1/2 Inches: Maximum span, 108 inches; miniimum rod size, 3/8 inch. 3.5 PIPE JOINT CONSTRUCTION A. Fill pipe and fittings with an inert gas (nitrogen or carbon dioxide) during brazing to prevent formation of scale. 3.6 VALVE INSTALLATIONS A. Install refrigerant valves according to manufacturer's written instructions. B. Install valves on suction and discharge of compressor, for gage taps at compressor inlet and outlet, for gage taps at hot -gas bypass regulators, on inlet and outlet, and on each side of strainers. C. install check valves on compressor discharge and on condenser liquid lines on multiple condenser systems. 0. Install refrigerant- charging (packed - angle) valve in liquid line between receiver shutoff valve and expansion valve. E. Install globe valves on each side of strainers and dryers, in liquid and suction lines at evaporators, and elsewhere as indicated. F. Install a full- sized, 3 -valve bypass around each dryer. G. Install solenoid valves ahead of each expansion valve and hot -gas bypass valve. Install solenoid valves in horizontal lines with coil at top. H. Mount thermostatic expansion valves in any position, close to evaporator. J. Where refrigerant distributors are used, mount directly on expansion -valve outlet. K. Install valve so diaphragm case is warmer than bulb. L. Secure bulb to clean, straight, horizontal section of suction line using 2 bulb straps. Do not mount bulb in a trap or at the bottom of the line. M. Where external equalizer lines are required, make connection where it will reflect suction -One pressure at bulb location. N. Install pressure - regulating and relief valves as required by ASHRAE 15. 3.7 SPECIALTIES APPLICATION AND INSTALLATION A. Install liquid indicators in liquid line leaving condenser, in liquid line leaving receiver, and on leaving side of liquid solenoid valves. B. Install strainers Immediately upstream of each automatic valve, including expansion valves, solenoid valves, hot -gas bypass valves, and compressor suction valves. C. Install strainers on main liquid line where multiple expansion valves with integral strainers are used. D. Install moisture - liquid indicators in liquid Ones between filter -dryers and thermostatic expansion valves and in liquid One to receiver. E. Install pressure relief valves on ASME receivers, and pipe to outdoors. CONDENSER COIL 1 EVAPORATOR FANS AC - 1 THRU AC - 7 EVAPORATOR 2 EVAPORATOR 1 •4 CONDENSER COIL 2 EXPANSION VALVE S OLENOID VALVE C SIGHT GLASS DRYER - INVERTED TRAP F � a a N MNIMUY TRAP HEIGHT 8' ABOVE BASE ON CONDENSER COIL_ GLOBE VALVE MUFFLER B PROVIDED WITH CAC, SUBCONTRACTOR TO INSTALL COMPRESS L, MUFFLER 8 TRAP ON COMPRESSOR DISCHARGE MUFFLER SENSING BULB REFRIGERATION FLOW DIAGRAM NOT TO SCALE F. Install replaceable-core filter - dryers in vertical liquid line adjacent to receivers and before each solenoid valve. G. Install permanent filter -dryers in low - temperature systems, in systems using hermetic compressors, and before each solenoid valve. H. Install solenoid valves in liquid line of systems operating with single pump -out or pump -down compressor control, in liquid One of single or multiple evaporator systems, and in oil bleeder lines from flooded evaporators to stop flow of oil and refrigerant into suction line when system shuts down. J. Install receivers on systems 5 tons and larger, and on systems with long piping runs, sized to accommodate pump -down charge. K. Install flexible connectors at or near compressors where piping configuration does not absorb vibration. I 3.8 HELD QUALITY CONTROL { S A. Vacuum 1. Pressure Test. Piping system shall be charged with nitrogen or anhydrous carbon dioxide to 150 psig on low side for refrigerant 22: 300 psig on high side for refrigerant 22. Tap each solder joint with a rubber mallet and check all joints with a soap solution for leaks. All leaking joints shall be dissembled and new joint made. Do not seal with brazing material. After all leaks are repaired, system shall hold pressure for 24 hours. Corrections will be made for ambient temperature. 2. Vacuum Test. After pressure test, the system shall be thoroughly dehydrated by means of vacuum pump capable of developing 29.9 in of mercury vacuum, as indicated by mercury manometer and wet bulb indicator and system is capable of holding such vacuum. After system is leak tested, connect vacuum pump and pull vacuum for 24 hours or longer. Use wet bulb indicator, vacuum must reduce wet bulb to 35 F or lower. After vacuum is drown, stop pump. After 10 hours, start pump for two minutes; wet bulb reading should remain some. To draw vacuum, it may be necessary to sevice pump and change oil. If vacuum cannot be held, check system for leaks and repeat vacuum test. A stated declaration of test shall be provided, mounted, and installed in equipment room as required by ANSI 89.1 'Field Tests'. Paper certificates shall be protected with glass or plastic. Signs shall be provided and installed as required by ANSI 81.9 Instructions. 3. Final Inspection. All systems, when completed and prior to final acceptance, shall be operated 72 hours or longer to test performance by Subcontractor as directed by and to the satisfaction of WE and the Owner. Defects demonstrated by inpsections and tests shall be remedied immediately, to A/E's satisfaction at no cost to Owner or WE Tt tl 3.9 ADJUSTING Nifp ogi �( A. Adjust thermostatic expansion valve to obtain proper evaporator superheat requirements. 3.10 COMMISSIONING D 1- I 69 kS A. Charge system using the following procedures: 1, Install core in filter dryer after leak test, but before evacuation. 2. Evacuate refrigerant system with vacuum pump until temperature of 35 deg F is indicated on vacuum dehydration indicator. 3. During evacuation, apply heat to pockets, elbows, and low spots in piping. 4. Maintain vacuum on system for minimum of 5 hours after closing valve between vacuum pump and syste 5. Break vacuum with refrigerant gas, allowing pressure to build up to 2 psig. 8. Complete charging of system, using new filter -dryer core in charging line. Provide full - operating C?( I EXPIRES 6/29/ffZ,J 1 REVISIONS: ISIONS: NO. A 8 DATE 1/16/01 5/14/01 DESCFtIPTTON AT&T REAM MD PERIIRS ISSUED FOR CONSTRUCTION ,.r ■ matinew.„. AT&T LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: HVAC DETAILS & SPECIFICATIONS CONSTRUCTION MANAGER Ti7C2AC IQs 00169/ERaksv. ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSULTANTS • IESISNEIS • BICINEERS • CONSTRUCTORS DRAWN BY: WBB SCALE: NONE DATE: 12/18/00 12 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M:\620 \HVAC1620HV06.DWG REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT&T REVS AND PERIM B 5/14/01 ISSUED FDR CONSIRJCTIOI /IIIII■ ___. A a LOCAL SER DICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC DETAILS & SPECIFICATIONS CONSTRUCTION MANAGER �T f7 t 91 C-2 TiLl 0 ®L ERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSUITl1NTS • IEWIINIIS • BIGIN ®t • COISIBUCTOIS DRAWN BY: WBB SCALE: NONE DATE: 12/18/00 SHEET: , 7 13 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV07.DWG DUCT N -1:7 ACCES L- DOOR I 111 pi I I i II . II j ;' DUCT 'ill » tE1 f JN - ?S?$.•$ - •21IHV67.PLT - 6116101 6:66:40 PM 2.1 OMIPERS A. Rectongiior Normal Volume Dampen 1. Damper shot be an opposed bade type.. Frame slur be 16 gouge galvanized sled dllorwhd with corner braces. Bodes shall hove inlerioda�g edges and ceder aimps, width moan= d 8' and constructed d oft 16 gouge galvanized steel, w operating rods centers. 2. Splitter dampers with 18 gouge blades where shown on drawings. 3. Bearings and hardware shoe be complete walk a. Steel rods and cadmium doted brocoets, quadrants, indicators and eccentric wing nut damps, and brass bushings or bronze self- oiikng be 4. Monufodurer shol be os follows or A/E approved substitute o. Ruskin ID35 B. Round Manual Volume Damper 1. Damper shoe be of the butterfly type. Frame shall be 18 gouge steel up to 20' diameter, and with angle ring reinforcement above 20' diameter. Blade shot be two layers of 14 gouge galvanized steel with a neoprene gasket between the two bodes to form a seal encompassing the entire blade perFr..eter 2. Bearing and hardware shoe be complete with: a. Steel rods and cadmium brackets, quodronts, indicators and eccentric wing nut clamps, and brass bussing or brort<e sell -owing bearings. 3. Manufacturer shall be as folows or A/E approved substitute: a. Ruskin CDRS -25 C. Control Dampers 1. Provide dampers with parallel blades for 2- position control. or opposed blades for modulating control. Construct blades of 16-go steel, provide heavy-duty molded self- lubricating nylon bearings, 1/2' diameter steel codes spaced on 9' centers. Construct frame of 2' x 1/2' x 16 gouge steel channel for foce areas 25 sq. ft and under, 5' x 1' x 16-ga channel for face areas over 25 sq. ft. Provide galvanized steel finish with aluminum touch -up. 2. Dampers shall be low leakage type and shall not leek more than 1 /2X of the design cfm of the unit with 2' w.g. differential pressure across the damper. The damper shall achieve proper sealing using no more than 2 inch /pounds of torque per square foot of damper. 3. Manufacturer. Subject to compliance with reglaements, provide dampers of one of the following: 0. Air Balance, Inc. b. Ruskin Mfg. Co. CD60 D. Counterbalanced Relief Dampers: Provide dampers with parallel blades, counterbalanced and factory -set to relieve at indicated static pressure. Construct blades of 16 gauge aluminum, provide 1/2' diameter ball bearings, 1/Y diameter steel axles spaced on 9' centers. Construct frame of 2' x 1/2' x 16 gauge steel channel for face areas 25 sq. ft. and under, 5' x 1' x 16 gouge channel for face areas over 25 sq. ft. Provide galvanized steel finish on frame with aluminum touch -up. E. Smoke /Fire Dampers: 1. Smoke /fire dampers shall be constructed and located in conformity with requirements of Underwriters and other authorities having jurisdiction. Are dampers shall be with fusible links and access panels. Smoke /fire dampers shall bear U.L label 2. Provide smoke /fire dampers of sizes as indicated on drawings. Dampers shall be one hour, two hour or three hour rated. Reference architectural floor plans for wall ratings. Dampers shall have galvanized steel channel, blades, and enclosure with construction to match fire rating. The damper shall be for vertical installation and be of the horiziontol opposed blade type. Provide fusible ink rated at 160 to 165F unless otherwise indicated. 3. The damper actuator shall be mount on the exterior of the ductwork. 4. The damper shall come complete with ail linkage and shafts. 5. Manufacturers shall be as follows or an A/E approved substitute: o. Ruskin FS035 b. Jr A Balance 2.2 TURNING VANES A. Fabricated Turning Vanes: Provide fabricated turning vanes and vane runners, constructed in accordance with SIMAC.NA 'HVAC Duct Construction Standards'. B. Manufactured Turning Vanes: Provide turning vanes constructed of 1 -1/2' wide curved blades set at 3/4' o.c., supported with bars perpendicular to blades set at 2' 0. C., and set into side strips suitable for mounting in ductwork. C. Acoustic Turning Vanes: Provide acoustic turning vanes constructed of airfoil shaped aluminum extrusions with perforated faces and fiberglass fill. O. Manufacturer. Subject to compliance with requirements, provide turning vanes of one of the following: 1. Anemostat Products Div.; Dynamics Corp. of Americo. 2. Duro Dyne Corp. 2.3 PREFABRICATED CURBS /EQUIPMENT SUPPORTS A. General Product Requirements 1. Provide manufacturers standard units, modified as necessary to comply with requirements. Shop fabricate each unit to greatest extent possible. 2. Standards: SMACNA 'Architectural Sheet Metal Manual' details for fabrication of units, including flanges and cap - flashing to coordinate with type of roofing indicated; 'NRCA Roofing and Waterproofing Manual' details for installation of sheet metal work and roof accessory units. B. Material Requirements 1. Znc- Coated Steel: Commercial quality with 0.20% copper, ASTM A525, G90 hot -dip galvanized. mill phosphatized. 2. Insulation: Manufacturers rigid or semi -rigid board, glass fiber, thicknesses indicated. 3. Wood Nailers b. General: Softwood lumber, Construction Grade; min 1 -1/2' thick c. Preservative treatment Pressure treat all wood nailers with CCA Type 'C' oxide formulation; comply with AWPA Standard C2 and with AWPB LP -2; after treatment, kiln dry to 19% max moisture content. 4. Fasteners: Some metal as metals being fastened, or nonmagnetic stainless steel or other noncorrosive metal as recommended by manufacturer. Match finish of exposed fasteners with finish of material being fastened. C. General 1. Comply with loading and strength requirements as indicated where wits support other work. Coordinate dimensions with rough -in sheets or shop drawings of equipment to be supported. Fabric ete of structural quality sheet steel ;ASTM A570, Grade as required) which has been prepared for pointing and factory-primed and painted with 1 trail thickness of bakes -on synthetic enamel, after fabrication. 2. Fabricate with welded or sealed mechanical corner joints, and with cant ,:trips and base profile coordinated with roof insulation thickness. Provide wood nailers at tops of curbs, coordinate with thickness of insulation and roof flashing as indicated, and tapered where necessary to compensate for roof deck slopes of 1/4' per ft and less. 3. Unless otherwise indicated or required for strength, fabricate units of min 14 go metal, and to min height of 12'. D. Sloping Roofs: Fabricate curbs with height tapered to match slope, to result in level installation of tops of units. E. Manufacturers 1. Custom Curb, Inc. 2. The Plate Company 3. Thycurb Div/ThyBor Corp. WOOD ROOF MIN. NOT TO SCALE I I/ 1 1 1 1 al FLAP CAP 8 "0 ACCESS DOOR WOOD ROOF OPPOSITE SIDE EXTERIOR MOUNTED DAMPER OPERATOR 12' MIN. SCH 40 STEEL EXHAUST FROM ENGINE GENERATOR FASTEN TO ROOF PER D7 CONSULTINGS SPEC'S AND DETAILS WALL SLEEVE GENERATOR EXHAUST DISCHARGE DETAIL 1 NOT TO SCALE RAIN CAP 6"0 ALL /CEIUN TYPE 'B" FLUE FOR UNIT HEATERS FASTEN TO ROOF PER D7 CONSULTINGS SPEC'S AND DETAILS ROOF VENT DISCHARGE DETAIL HV -1 NOT TO SCALE RETAINING ANGLE - SMOKE /FIRE DAMPER SMOKE & FIRE DAMPER DETAIL 3217.1 -1X BOTH SIDES III 11 11 I I 6 u 24 REFRIGERANT PIPE INSUA11O1I A Expanded Closed -Cal Type hnhld'r a sitar be a belie duMomeric, emended dosed -sell type. %Maass d initiation dial be as Mow 1. Refrigeration Not gas be (beta 10x-0' AFC) 1'thidk 8,. bwbtion shot be of the type specified and as rnaoufoctwed by one of the blowing. or an A/E approved subsb'tute 1. kmetrang AP kmolin 2.5 PIPING SPECIALTIES A. Piping Specialties and accessories shd be provided as fisted below. 8. Pipe Skews shot be provided for pipes passing through wab, floors and rods as Fisted below. 1. Sleeves shall be galvanized steel pipe, stadord weight 2 Sleeve diameter shall aloe for expansion of pipe Ines, however, size dial be invited to reasonable clearance. 3. Length of sleeves shol allow sleeve to project 2 inches above floors and be flush 'rah finished surface of walls and mange. 4. In fire walls and fee floors and where noted on drawigs, mom between sleeve and pipe ell be pocked with fiberglass _insulation. C. Escutcheon Plates: Escutcheon plates shd be provided on pipes positing through walls, floors and mange in finished rooms and areas Escutcheon pates shall be chrome plated brass or pressed steel with concealed hinges and springs to hold position on PiPeL D. Flash gs shd be provided on d pipes penetrating the roof. Fleshings shall be watertight and extended one foot beyond perimeter and one foot above roof. 1. Where vents are less than one foot above roof, flashing shall run to top of vent and fold aver. Roof fleshings shall be fabricated of 4 lo. lead. 2. Fleshings for floor drains, roof drains and other items are specified in various Plumbing sections when fleshings are required 2.6 PIPE HANGERS A Oevis Hongers: Pipe hangers shall be of the adjustable devis hanger type as manufocbsed by the following or on WE approved substitute: 1. Grinnell Fig. CT -65 a. The folowing systems shall use the devis type hanger as described: 1. Domestic Water 2. Pumped Condensate 3. Refrigeration on runs less than 20 feet. B. Roller Hangers: Pipe hangers shall be of the adjustable steel yoke pipe roll hanger type as manufactured by the following or on WE approved substitute: 1. Grinnell Fig. 181 or Fig. 175 a. The following systems shall use the Bevis type hanger as described: 1. Refrigeration on runs greater than 20 feet. D. Shields: Shields shall be provided for all insulated piping. 1. Provide a ribbed shield for Bevis type hangers to keep hanger centered on shield. Protection against insulation damage shall be provided with this type of shield as shown on drawings. Shields shall be glued to insulation to prevent sippage. Shield shall be os manufactured by the following or on WE approved substitute: a. Grinnell Fig. 168 SLOPE PAN DOWN TOWARDS AC UNIT D = PIPE SHALL BE A MINUMUM OF 2' BELOW TOP OF PAN W = WIDTH AS REQUIRED TO CONTAIN PIPES 22 GAUGE COVER FASTEN TO BOTTOM PAN WITH SHEET METAL SCREWS PROVIDE RUBBER GASKET BETWEEN COVER AND PAN 45.0' 2' t•-• REFIGERANT PIPE PAN DETAIL NOT TO SCALE CAP END AND CAULK 20 GAUGE GALVANIZED SHEET METAL WATER PIPE NOT TO SCALE DAMPER H I W = WIDTH AS REQUIRED TO CONTAIN PIPES WATER PIPE PAN DETAIL NOT TO SCALE FRONT BLADE - REAR BLADE TeLiS STRAP HANGERS FABRICATE PER DUCTWORK SPECIFICATIONS PAN (TROUGH) TO BE INSTALLED BELOW All REFRIGERANT PIPE INSTALLATION SHALL PREVENT OIL FROM SPRAYING OR DRIPPING ON EQUIPMENT NOTE LOCATIONS ON FLOOR PLANS SLOPE PAN DOWN TOWARDS MECH ROOM OR AC UNIT TYPE B SUPPLY REGISTER DETAIL 22.5 TYPE C H = HEIGHT OF DIFFUSER AU. REAR BLADES TO HAVE TYPE A ARRANGEMENT STRAP HANGERS FABRICATE PER DUCTWORK SPECIFICATIONS WATER PIPE 20 GAUGE GALVANIZED SHEET METAL PAN (TROUGH) TO ENCLOSE PRESSURIZED WATER PIPING 1 45.0' CITY Q F Ti i'` 11 _A. JUL 23 ^ ^1 .5 TOP II' :a • EXPIRES 6/29/07, , CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 20211.1111 - •2•NY•Ii .PLT . 11/16101 6:66:46 PSI 2-1 PIPE INSULATION - CIENBIAI A. Finnish and Saki d Normal ids iabon as speared herein an dim dry surfaces after lasing, Inspection and 'gonad in strict aceordahoe eel the speal ootions and manufacturer's printed irotndcti'ns. kedatioa star be of the type specified add as manufactured by cos of the following. or an Austin approved wrbab4ute: 1. Ors- Corning 2. Pittsburgh-awning 3. Certain-Teed 4. Schuller Industries (John- orwI e) 5. PPG industries 6. Knout B. Mutation, Covering, Tope and Adhesive - slid meet the NFPA non-combustible requirements of flame spreod not to exceed 25, and smoke developed not to exceed 50 as rated by Underwriters Laboratories for Pipe and Equipment Coverings R5533 U8.15. C. Piping hake= 1. Fbergbss Piping Insulation: ASTM C 547. cos' l 1 unless otherwise indicated. Shall be heavy density pipe insulation, jacketed with vinyl coded and a nboesed vapor barrier laminated with pressure seoirg lop adhesive wfh ASJ covering. Thickness of insulation shall be as follows: Piping Size 2' & Smaller 2 -1/2' & Larger Domestic Water (make-up) 1' 1' 2. Piping Shields: Shall be gdvonized metal (stainless steel in Kitchen 1183, Wash Room 1182 and Equipment Storoge 1184) covering the lower half of the insulation and the contractor shall adhere to the following schedule (also see pipe hangers): PiPe or Tubing Size Thickness Length 1/Y - 1 -1/2' 2' -4' 5' -6' 18 ga. 16 ga. 16 go. 12' 12' 18' 3. Fittings, flanges and valves shall be insulated with preformed insulation with PVC premolded one piece fitting covers. Circuit setters shall be supplied/installed with factory insulation enclosures. 4. M piping insulation shall extend continuously through walls with joints 12' or greater from face of wall. E. Staples, Bands, Wires, and Cement: M recommended by insulation manufacturer for applications indicated. F. Adhesives, Sealers, and Protective Finishes: As recommended by insulation manufacturer for applications indicated. 2.2 Natural Gas (Under 1 PSI) A. Pipe shot be Schedule 40 ASTM A106 or A53 Grade B U. Fittings shall be: 1. 125 lbs. cast iron conforming to ANSI B16.4. 2. Butt welding fittings, matching pipe wall thickness conforming to ANSI 816.9 and ASTM A234 WPB. 3. Elbows shall be long radius type, 1 -1/2 times pipe diameter. 4. Branch connections may be made with 'weld -o -lets' conforming to ANSI B16.9 or 'thread -o -lets' conforming to ANSI 616.11 as manufactured by the following or Austin approved substitute: a. Bonney Forge Co. b. Wheeling c. Phoenix Forging d. Allied C. Assembly shall be as follows: 1. Thru 2' pipe size, screwed with unions or flanges at valves and equipment. 2. 2 -1/2' pipe size and larger, welded with flanges at valves and equipment 0. Flanges shall have drilled bolt holes, spot faced for bolts. 1. Thru 2' pipe size, 1251 cast iron flat face screwed ANSI B16.1. 2. 2 -1/2' pipe size and larger, connecting to 1251 cast iron flanges, shall be 1501 forged steel, weld neck, ANSI 816.5, ASTM A181 -2 with raised face removed. 3. 2 -1/2' pipe size and larger, 1501 forged steel, weld neck ANSI B16.5, ASTM A181 -2. 4. Gaskets shall be 1/16' thick Buno N or Viton. a. John Crane E. Unions up to 2' shall be 1501 malleable iron unions, female pattern, bronze to iron seats and ground joints. Unions for connecting steel pipe to copper pipe shall be dielectric type. 1. Bonney Forge 2. Stockham 3. Dart Union 4. Laddish F. Companion flanges shall be used in pipe 2 -1/2' and larger. 1. Bolts shall be carbon steel with unfinished American Standard square heads, ASTM 307, Grade 2. Nuts shall be carbon steel, semi - finished, heavy series hexagonal heads, ASN A194, Class 0. G. Valves shall be as follows: 1. Check valves 2' pipe size and smaller shall be swing type, 1251 bronze body, bronze disc, screwed cap and screwed ends. a. Crane No. 37 b. Jenkins Fig. 92 -A c. Walworth W406 2. Check valves 2 -1/2' pipe size and larger shall be swing type, 1251 iron body, bronze disc, bolted cap and flanged ends. . a. Crone 373 b. Jenkins 624 c. Walworth 929F 3. Gauge cocks: 1/4' pipe size, 5001 bronze body, teflon seat, Buno-N seal, nickel plated brass boll, screwed ends and lever handle. a. Apollo 7G -100 b. Specialty Mfg. 1025 -FF -BT C. Crane 940 -S 4. Ball valves, 2' diameter and smaller, shall be 400 WOG bronze body, teflon seats and seals, 316 stainless steel blowout -proof extended stem, and 316 stainless steel bat. Ball valves larger than 2' shall not be used. a. Nibco 7560 b. Crane 940 -S C. Worchester Wovco Series 48 d. Apollo Series H. Strainers 1. Strainers shall be non - collapsible stainless steel, brass or morel mesh. a. Thru 2' pipe size, strainer shall have screwed, 1501 bronze body, Y pattern with .033 screen openings. Brass 1) Mueller Steam Specialty 351 2) Spirax /Sorco BT 3) Hoffman 420 4) 0.C. Keckly F -150 2 . 7 . - - SPECLALiES A Piping Specialties and accessories she/ be provided as fated below. B. Pipe Save= dial be provided for pipes ping Uwaegh walk Soars and root as isbd below. 1. Where hydrostatic pressure is expected, use cast iron wd pye. Space between pips and sleeve wit be caulked water tight wiwh lead and oalorm or lead wool. 2. Sleeves she be golvanized steel pipe, standard weight. 3. Slave diameter stall allow for expansion of pipe Ines. however. site slhatt be kited to mosonoble dearonce. 4. length of sleeves she allow sleeve to project 2 inches above floors and be flush w.th finished surfoce of wogs and cetings. 5. In fire walls and fire floors and where noted on drawings, space between sleeve and pipe will be packed with tbergloss insulation one sealed on both sides of wet with fireproof coding at the thickness required to meet the was rate as shown on the architectural floor pions. 6. In other than fre wars and foe floors, space between sleeve and pipe std be meted for acoustics. 7. Insulation shall extend through walls. C. Escutcheon Plot= Escutcheon plates shat be provided on pipes Possb9 through walls, floors and cei ings in finished roars and areas. Escutcheon plates shall be chrome plated brass or pressed steel with concealed hinges and springs to hold position on pipes. D. Gaskets and Pockings: shot be the products of the following: 1. Manufacturers 0. Aare Manufacturing and Gasket Company b. Anchor Packing Company c. John Crone Company d. Johns - Manville 2. Type shall be as recommended by manufacturer for service. 3. Full face gasket wit be used with flat face flanges. 4. Ring type gaskets will be used with raised face flanges. 5. Gaskets shall contain no asbestos. E Dielectric Unions: Provide dielectric unions with appropriate end connections for pipe materials in which installed (screwed, soldered, or flanged), which effectively isolate dissimilar metals, prevent galvanic action, and stop corrosion. 1. Manufacturers of Dielectric Unions. 0. Eclipse, Inc. b. Perfection Corp. c. Watts Regulator Co. 2.8 MECHANICAL IDENTIFlCAT)ON MATERIALS A. Except as other wise indicated, provide manufacturer's standard products of the categories and types required for each application. B. Above Ground Pipe Markers: 1. Provide manufacturer's standard pre - printed, flexible, permanent, color - coded, vinyl cloth or film markers, complying with ANSI A13.1. 2. All pipe markers shall be self - sticking vinyl cloth pipe markers similar to W.H. Brady Company Model 8 -500 for inside service or pressure sensitive weatherproof film markers similar to W.H. Brady Company B -946 for outside service or approved substitute. a. For external pipe diameters less than 3' (including insulation, if any), provide full -band or strip type pipe markers, extending 360 degrees around pipe at each location, lettering shall be at least 3/4' high, fastened by the following method. 1) Taped to pipe (or insulation) with matching color -coded vinyl cloth or film adhesive tape, not less than 3/4' wide; full circle at both ends of pipe marker, tape lapped 1 -1/2'. b. For external pipe diameters of 3' and larger (including insulation, if any), provide either full -band or strip -type pipe markers, but not narrower than 2" letter height (and of required length), fastened by the following method: 1) Taped to pipe (or insulation) with color -coded vinyl cloth or film tape, not less than 1 - 1/2' wide; full circle at both ends of pipe marker, tape lapped 3'. c. Lettering shall be manufacturer's standard pre- printed working which best describes piping system as follows, but not limited to: Label System Color 1) Natural Gas GAS GW 2) '62 Chilled Water Return' 62'F CHWR GW C. Plastic Tope: Manufacturer's standard color -coded self- adhesive cloth vinyl on film tape, not less than 3 mils thick. 1. Provide 3/4' wide tape markers on pipes with outside diameters (including insulation, if any) of less than 3' and 1 -1/2' wide tape on larger pipes. 2. Colors shall comply with ANSI A13.1, except where another color selection is indicated. D. Arrows: Provide manufacturer's standard cloth vinyl or film arrows of same height as marker lettering at each pipe marker. Install arrows some os markers. Provide single or double head arrows as required for each flow condition. E. General Installation Requirements: Where identification is to be applied to surfaces which require Insulation, painting or other covering or finish, install identification after completion of covering and painting. Install identification prior to installation of acoustical ceilings and similar removable concealment. F. Piping System Identification 1. Install pipe markers of the following type on each system indicated to receive identification, and Include arrows to show normal direction of flow: 0. Vinyl cloth or film pipe markers and arrows, with application system as indicated under `Materials' in this section. 2. Locate pipe markers and color bands as follows wherever piping is exposed to view in occupied spaces, machine rooms, accessible maintenance spaces (shafts, tunnels, plenums) and exterior non - concealed locations: a. Near each valve and control device. b. Near each branch, including short take -offs for fixtures and terminal units; mark each pipe at branch, and where there could be a question of flow pattern. c. Near locations where pipes pass through walls floors, ceilings, or enter non - accessible enclosures. d. At access doors, manholes and similar access points which permit a view of concealed piping. e. Near major equipment items and other points of origination and termination. f. On piping above removable acoustical ceilings. 9. Spaced intermediately at maximum spacing of 50' along each piping run, except reduce spacing in congested areas of piping and equipment 2.10 PIPE HANGERS A aevis Hangers: Pipe hangers shall be of the adjustable clevis hanger type as manufactured by the following or an Austin approved substitute: 1. Grinnell Fig. 260 a. The following systems shall use the clevis type hanger as described:f 1) Natural Gas 2) City Water B. Shields: Shields shall be provided for all insulated piping. 1. Provide a ribbed shield for clevis type hangers to keep hanger centered on shield. Protection against insulation damage shall be provided with this type of shield as shown on drawings. Shield shall be as manufactured by the following or an Austin approved substitute: a. Grinnell Fig. 168 2.1 Fad Oil Pipit, and Accessories A Pipe 1. Pipe ski be srisdde 40, ASiM 163 Gilds B. B. Flags 1. 1501 malleable ion filings. in occordonce wit h NtSl 6116.2 2 Butt weldwrg Meng,. machine pipe wall ttidmess, NISI 16.9, AS!M A234 WPA. N ebows slid be icing radius. I Branch comectiorn may be mode with '*dd-0 -tats' or 'Thread -Lets' as manufactured by Bomey Forge Company or eubsttiute. C. Flanges she hove dried bolt holes, spot faced for bolts, and faces to match companion flanges an wives and equiement 1. Thru 2' pipe size, 1251 cast iron, screwed ANSi 616.5. 2. 2 -1/2' pipe size and brger, 1501 forged steel, weld neck ANSI 616.5, ASiM A181 GR -1. D. Caskets shall be 1/16' thick compressed asbestos free fiber. 1. John Crane 444 2. Garlock 3000 E Assembly 1. Thru 2' pipe size, screwed with unions or flanges at valves and equipment. 2. 2 -1/2' and larger, butt welded with flanges at valves and equipment. F. Piping Accessories 1. Unions shall be 1501 maleable iron unions, Iran to iron seats, ground joints. 2. Companion flanges in lieu of unions shall be used in steel pipe, 2 -1/2' pipe size and larger. 3. Strainers shall have non -ale screens. a. Ihw 2' pipe size strainer shall have screwed 1501 bronze or 1251 cost iron body, basket type. b. 2 -1/2' and lager pipe sae strainer shall flanged 1251 cost iron body, basket type w'th dual baskets and 3-way cock. 4. Bolts shall be carbon steel with unfinished American Standard square heads, ASTM 307, Grade k 5. Nuts, carbon steel, semi - finished, heavy series, hexagonal heads, ASTM A194, Class 0. C. Valves 1. Gate valves. 2' pipe size and smaller, 1501 bronze body and trim, rising stem, inside screw, screwed or union bonnet, sold wedge, and screwed ends. a. Crone 431 b. Jenkins 651A c. Walworth 11 3. Check valves swing type, 2' pipe size and smaller, 2001 bronze body, bronze disc, screwed cap and screwed ends. a. Crone 36 b. Jenkins 762 -A c. Lunkenheirner 554 d. Power 560Y 4. Ball valves 2' pipe size and smaller shall be 1251 bronze body, reinforced Teflon seats and seals and 316 stainless steel ball and blow out proof extended stem. a. NIBCO T -560 b. Crane 930 c. Worchester d. Apollo 91 2. Gate valves, 2 -1/2' pipe size and larger, 1251 cast iron body, bronze trim, outside screw and yoke, and flanged ends. a. Crane 465 -1/2 b. Jenkins 651A a Walworth 726E H. flexible Connections 1. flexible connections 2' and smaller shall have a 1501 flexible stainless steel interior and stainless steel exterior braid with threaded ends. 2. Flexible connections 2 -1/2' shall have a 150, flexible stainless steel interior and stainless steel exterior braid with flanges both ends. One flange shall be fixed and one shall be lap type. a. Metraf ex SL b. American BOA 84-1 up to 4' c. Anaconda BWA 21 -1 -C d. Flexonics 401U e. Hyspan 450 L Vent Cap 1. 2' vent caps shall be combination pressure /vacuum vent with gasketed gage hatch. Pressure settings shall be 1/2 oz. vacuum, 2 oz. positive. Vent cap shall be constructed of cast iron with aluminum cage hatch cap, teflon seats, anodized aluminum discs, and stainless steel stem. Size shall be 2'. a. OPW 95U1 -7071 b. Engineer Approved Equal J. Emergency Vent Cops 1. Emergency vent caps on outdoor fuel oil storage tank shall be spring loaded to open at 2.5 psi maximum. Sealing surface shall be teflon coated to prevent sticking. Vent cap shall be constructed of aluminum with a stainless steel spring. Vent shall be fitted with screen. Size shall be 6' a. OPW 2025 -0665 b. Engineer Approved Equal K. Cam and Groove Coupling 1. Coupling adaptor at tank fit line shall be standard male end, constructed of carbon steel, with female threaded end. Size shall be 2' An adaptor cap shall be supplied. a. OPW 633 -A, 634 -8 b. Emco- Wheaton Part A, Part DC L Fuel Level Gauge 1. Level gauge on outdoor fuel oil storage tank shall be magnetic direct reading type. Gauge shall be calibrated in proportion to tank depth. Gauge shall be tube type with a 1 1/2' NPT mounting connection and vertical dial orientation. Tank depth of 60' must be specified at order. Graduations shall be from E (empty) to F (full) in quarter - tank increments. a. Hersey Measurement Co. MDR -114 M. Insulation 1. Furnish and install insulation as specified on clean, dry surfaces after testing, inspection and approval in strict accordance with manufacturers printed instructions. Insulation shall be of the type specified and as manufactured by one of the following, or an engineer approved substitue: a. Owens- Coming b. Pittsburgh-Corning c. Certain -Teed d. Schuller Industries (John - Manville) e. PPG Industries f. Knauf 2. Fuel all piping exterior to the building shat be insulated with 1' thick foam glass insulation. 3. Exhaust piping and silencer shall be insulated with 2' of 71W. N. Aluminum Insulation Jacketing and fittings 1. NI insulation shall be Jacketed with aluminum, soft annealed temper with smooth 28 mil finish, 0.020 thick with 1 mil polyethylene film laminated to 40 lb virgin kraft paper. Jacket shall be secured 'capped' to carrier pipe to prevent exposure of insulation ends (when insulation is terminated). (Do not paint), 2. Manufacturer. a. Childers Products Company b. Pabco c. RPR . "1 \ koci REVISIONS: NO. A ISSUED FOR CONSiRUCn0N B DATE 1/16/01 5/14 DESCRIPTION AT&T ROAR ADO PERMITS AT&T LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: HVAC DETAILS & SPECIFICATIONS CONSTRUCTION MANAGER / Lr � =r / yl�J � ® n IIM Q� , L�7l�UVk�®UV - ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSOLTANTS • DESIGNERS • LNGINEIRS • CONSTBOCTOIS DRAWN BY: WBB SCALE: AS SHOWN DATE: 12/28/2000 SHEET: 14 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV08.DWG 14 !'I 14)4 . 2023.66 - e :s veePLT . 16 01 6 :RS:4$ PM MARK NO. RTU -1 RTU -2 TOTAL CFM 1200 1200 OUTSIDE CFM 340 340 OCT. STAT. PR. 1.00 1.00 HP 1/3 1/3 RPM 1400 1400 FAN WHEEL DIA. (in.) 9 9 FC FC WHEEL OUTLET 460 460 ELEC. CHAR. PH 2' TA. 2' TA. 2. 1 ROOFTOP UNITS A. General Description Unit shall be single fan unit of sectionalized construction with al sheet metal parts of carbon steel, rigidly braced and bolted. Casing panels shall be easily removable for oxess to the interior. The fans shall meet the requirements of the notional Board of Fire Underwriters, local and state fire and hecith regulations. All equipment shah be primed and pointed. Unit shall be roof mounted. B. Casing Casing shall be as follows: AU components shall be enclosed in a heavy gauge galvanized, bonderized, and factory painted weatherproof cabinet. Heavy gauge, weatherproof, easily removable access panels shall be provided for easy access to all components and connections. Evaporator casing access panels and plenums for return air and conditioned air shall be insulated with 1 inch fiberglass with vinyl facing. All access doors and hinged panels shall have positive watertight seals. Provide heavy duty eye hooks or hugs for lifting during installation. Vibration absorption mounts, for each assembly, shall be of captured spring type. Efficiency that not be less than 65%. Air supply discharge and return air inlets shall be on the bottom of the unit. Unit shall be bottom supported on structural base, suitable for mounting on a roof curb. Unit shall be provided with weatherproof louver and bird screen for outside air intake, sized for up to 100% outside air. Baffles shall be provided to mix outside air and return air to reduce stratification and wind effect on unit. Drain pans under coil section shall be of not less than 12 gouge galvanized steel. Drain pan shall be insulated with a foam insulation with fire retardant mastic coating. All sections shall be insulated with 1 -1/2' x 1 1 glass fiber insulation with a black flame - resistant coating. The insulation shall be affixed to the casing with waterproof adhesive and permanent fasteners. The insulation and adhesive shall meet the flame and smoke generation requirements of NFPA -90A. C. Fan Sections The fan sections shall come supplied with hinged and latched access doors, belts, drive pulleys, belt guards, and vibration isolators for floor mounting. Fon sections shall be constructed of galvanized steel and have a formed channel base for mounting fan, motor and casing panels. Fan scroll and bearings shall be mounted on an 'A' or 'H' frame rigidly secured to the channel base. Fan section shall have a large hinged door on fan casing of unit for repair of fan wheel, motor and drive. Fan shall be designed for continuous operation at the maximum rated fan speed and motor horse power. Fans and shafts shall be selected to operate at least 25% below the first critical speed. Fan wheels and shafts shall be statically and dynamically balanced as an assembly. After final assembly, the entire unit shall be given a final vibration test. Fans shall be double width, double inlet with multi blade centrifugal forward curved, backward inclined or air foil type as required by schedule. Fan wheels shall be either bonderized steel and painted with baked -on enamel or unpainted mill galvanized steel. Fan sizes shall be selected for a minimum sound level and maximum efficiency. D. Bearings Bearings shall be sealed, externally mounted, grease lubricated, self - aligning heavy duty boll bearings of flange mounted type with extended copper lubrication tubes and alemite fittings located on service side of fans. Tubes terminating outside the unit ore required. Bearings shall be guaranteed to have a minimum 1-10 rating of 200,000 hours of operating life. E. Drives V -belt drives shall be selected for a minimum 1.5 service factor based on motor horsepower and including factors for belt length, effective sheave diameter and arc of contact correction. The arc of contact shall not be less than 160' at minimum effective sheave diameter. The drive shall be adequately enclosed with a wire mesh or sheet metal belt guard. The motor drives shall be double taper, adjustable diameter, wedge belt drive sheave, close to midpoint of adjustment at design conditions. Multiple belt drives shall be furnished if required to meet the horsepower requirements. F. Motor Furnish squirrel cage induction type, open dripproof, type B insulation motors. Motor nameplate shall not be less than the brake horsepower of the equipment and drive through the full range of the operating conditions. Motor shall be mounted on a sliding type base with provisions for the adjustment of belt tension complete with jock screws, locking nuts and washers. Motor shall be factory mounted. Motor sizes as listed in these specifications are approximate valves. Provide motor sizes as required to meet performance requirements. G. Vibration Isolators Vibration absorption mounts for entire assembly shall be of captured spring type. Efficiency shall be not less than 80%. H. Direct Expansion Cooling Coils Capacity shall be as stated in schedule, with counterflow of air and refrigerant, air velocity sufficiently low to prevent water carryover, and maximum air velocity as stated in schedule. Coils shall be a front to back spilt and top to bottom split with four refrigerant circuits. Fin spacing shall be 8 fins per inch or less. Design and construction shall be as follows: a. Continuous serpentine tubes, with fins properly bonded to tubes, circuited as required for reasonable pressure drop, and arranged for counterflow of air and refrigerant to drain oil at all loads, with coils pitched in casings; refrigerant distributor shall produce uniform distribution when used with thermal expansion valve; fin tubes and headers shall float in casings to allow free expansion and contraction. 1) Materials shall be as follows: a) Tubes: Drawn seamless copper b) Fins: Aluminum a) Headers: Copper pipe d) Casings: 16 gauge galvanized steel Coil casing shall be heavy gouge steel with insulation and coil supports to allow free expansion and contraction of the tubes and headers in the casing. An insulated galvanized condensate drain pan shall span the coil sections and be piped to the exterior of the unit. Drain pan shall be constructed of not less than 12 gouge galvanized steel and insulated with a foam insulation with fire retardant mastic coating. FILTERS S.P. LOSS .12 .12 45% 45% K. Condensers TOTAL MBH COOLING 33600 33600 SENSIBLE MBH COOLING CAP. 29400 29400 REF. TYPE R -22 R -22 FACE VEL COOLNIG COIL FACE AREA 6.3 6.3 ft DOT 77.8 77.8 EAT. WB'F 63.6 63.6 ROOF TOP UNIT SCHEDULE MR DB7 55.0 55.0 LAT. WB'F 54.2 54.2 P IN LW.G. 0.1 0.1 L Air Cooled Condensing Section Compressors shall be fully hermetic reciprocating or scroll type and shall have an automatically reversible oil pump and an operating oil charge. Compressors shall be equipped with suction and discharge shutoff valves and be mounted on spring vibration isolators. There shall be two compressors. Each compressor shall have single suction and discharge lines and the refrigerant flow is split between its condenser coils and its evaporator cols during full and reduced capacity operation. The two compressors' refrigeration circuits shall be independent of each other, therefore allowing one compressor to run if the other should fail. Motor shall be cooled by suction gas passing around the windings and shall have over temperature protection. Manual restart of unit shall be required after motor stoppage due to thermal overload or insufficient oil pressure. Compressor shall be equipped with a crankcase heater to minimize oil dilution during shutdown periods. A contactor and a calibrated, manual - reset, ambient - insensitive overload protector shall be factory installed for the compressor motor. Condensing unit shall be provided with ha guards. Unit shall be factory tested and given complete factory operating control sequence test under full load conditions. NI factory wiring and components shall be contained within the unit enclosure. Unit shall be capable of operating within + 10% of nominal line voltage. Condenser fans shall be vertical discharge. Unit shall be mounted on rubber vibration isolators. Unit shall bear the UL label. Condensing section shall be furnished with a unit mounted non -fused disconnect switch. Unit shall be provided with all motor starters. • J. Compressors Compressors shall be suction gas cooled, field serviceable hermetic reciprocating or scroll compressors equipped with service valves. Unit shall be equipped with unloader system to allow each compressor 3 steps of capacity control and hot gas bypass for further capacity control and maintain refrigerant gas circulation as required for oil return and motor cooling. The compressors shall be equipped with an oil pressure switch, adjustable high and low pressure cut-outs, and pump -down or pump -out control. Compressors shall be mounted on vibration isolators and enclosed in condensing section housing to minimize transmission of sound and vibration. Crank case heaters with remote panel light for failure warning shall be provided. Compressor motor shall be serviceable hermetic with compressor speed not over 3600 RPM. Air cooled condenser section: Condenser coils shall be copper tube, aluminum finned coils, sized for full heat rejection of compressors at 1057 outdoor temperature; shall be air - coded, aluminum fin secondary surface mechanically bonded to primary surface of 3/8' 0.0. seamless copper tubing, factory- tested at 450 PSIG., vacuum dehydrated. The condenser shall have weatherproof, vertical discharge, direct -drive fans, statically and dynamically balanced, with galvanized steel or aluminum blades and zinc plated steel hubs, motor with permanently lubricated ball bearings, built -in current and thermal overload protection suitable for outdoor operation. At either full load or part load, units shall operate to 55'F outdoor temperature by cycling condenser fan. L Refrigerant Piping Refrigerant piping valves and specialties in the compressor condenser section shall be provided as necessary for complete and operational system. The refrigerant circuit shall include a moisture indicator, sight gloss and liquid line filter -drier. Refrigerant piping system shall be factory piped, dehydrated and charged with full operating charge of refrigerant. Refrigerant suction lines shall be insulated. M. Condensing Unit Controls Shall be factory wired and include a positive acting timer to prevent short cycling of compressor and to delay restart of compressor after shutdown. The unit control box shall include high and low pressure stets, field power and control circuit terminal blocks, circuit breakers, motor contactors and relays. Unit shall be furnished with a control power transformer. Subsequent to the shut down of the last stage of refrigeration, the compressor shall pump down the suction line. Unit manufacturer shall furnish a complete wiring diagram for all power and control wiring to the condensing units, including wiring of auxiliary equipment. N. Filter Section Filter shall be throwaway fiberglass type, and have 2 inch thickness. With rigid frame and support across entering and leaving faces of media. Face velocity shall not exceed 335 fpm. One initial and one refill set of filters shall be supplied. Filter supports shall have holding frames with felt air seals on filter locking devices, support angles, brackets, and other items necessary to support filters. Filter requirements shall be U.L Class II. Average resistance shall be 82X. Clean resistance shall be O.12' w.g. at 300 fpm using A.F.I. static test methods. 0. Mixing Section 0 to 100% outside air economizer control shall consist of outside air, return air, exhaust air dampers, adjustable potentiometer, damper motors, and an adjustable ambient temperature mounted in outside air stream. The potentiometer shall be unit mounted and control minimum outside air damper position for fresh air requirements. An enthalpy control shall be provided to sense the dry bulb temperature and relative humidity of the outside air for use in cooling. P. Outside air and return air mixing dampers shall be as follows: Blades of 16 gauge, galvanized steel, multiple louver type with interlocking edges and center crimps not over 8 inches wide or 48 inches between bearings. Edges of blades shall have rubber liners permanently cemented and stapled on. Frames shall be welded steel with side and end stops. Bearings shall be bronze self - oiling type or nylon. Hardware for dampers shall be mounted to prevent binding. OA. dampers and relief dampers shall be low leakage type, less than 2 1/2%. The damper motor shall be modulating spring return type. Q. Roof Curbs General: Provide roof curbs capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported on roof curbs. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. TYPE RECIP. RECIP. NOM. TONS 3.1 INSTALLATION 3.3 CLEANING A. Replace filters in RTU. COMPRESSOR NO. OF COMP. 1 1 HP 3.0 3.0 CONDENSING SECTION ELEC. CHAR. 460 460 R. Electric Heating The electric resistance heater shall be open coil heater elements A -Grade resistance wire (80% nickel, 20% chromium). Heaters shall be rated to a maximum of 35 watts per square inch of wire surface. All wire terminals and nuts shall be of stainless steel insulators shall be ceramic mounting frames of heavy gauge galvanized steel. Compliance heaters shall be UL listed for duct installation and meet the applicable requirements of the Notional Electrical Code (NEC). Controls shall be factory installed and prewired in the heater terminal box. Heater shall be a multi-step with de- energizing magnetic contactors per step, fusing per NEC and 24 volt transformer. Controlled by o remote step controller and modulating duct thermostat Including disconnecting magnetic contactors, interlocking disconnect switch and remote control panel. Power and control blocks shall be clearly marked. Each heater shall have a wiring diagram that Identifies contractor supplier control and power wire sizes required per NEC. Heoter shall be supplied with a built -in automatic reset thermal cutout for primary safety protection, manually replaceable thermal cutouts for secondary safety protection and a differential pressure air flow switch. All safety devices serviceable through the thermal box without necessitating removal of the heater. 2.2 EXTRA MATERIALS A Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels dearly describing contents. 1. Rooftop Unit Filters: Furnish two spare filter for each filter installed. A. Install RTU as indicated, to comply with manufacturer's written instructions and NFPA 90A. B. Connect RTU and components to wiring systems and to ground as indicated and instructed by manufacturer. Tighten connectors and terminals, including screws and bolts, according to equipment manufacturer's published torque- tightening values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals according to tightening requirements specified in UL 486A 3.2 FIELD QUALITY CONTROL A. Testing: After installing RTU and after electrical circuitry has been energized, demonstrate product capability and compliance with requirements. 8. Remove and replace malfunctioning units with new units, and retest. 0 3 3 NO. OF FANS 1 1 0.25 0.25 CONDENSER ELECTRICAL 110 110 0 1 1 OA SUMMER DESIGN 95 95 3.4 COMMISSIONING A. Startup Services: Engage a factory- authorized service representative to provide startup service. B. Operate fan motor to verify proper rotation. C. Operate electric heating elements through each stage to verify proper operation and electrical connections. D. Test and adjust controls and safeties. Replace damaged or malfunctioning controls and equipment WINTER CFM 1200 1200 OUTPUT MBH 35.0 35.0 HEATING SECTION 17.4 17.4 ELECTRICAL 460 460 • ri 0 3 3 ENT. MR 'F 59.1 59.1 LVG. MR 7 85.0 85.0 o m TOTAL UNiT WEIGHT 575 575 REMARKS TCD037C4AB TCD037C4AB EXPIRES 6/29/07 REVISIONS: NO. A B DATE 1/16/01 5/14/01 DESCRIPTION AT &T REVEER AND PERMITS ISSUED FOR CONSIRLJCi ON i..■ AThi LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JiM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SECTIONS SCHEDULES AND SPECIFICATIONS CONSTRUCTION MANAGER ari MACOGM,C-2 I - E L�7LS'U�"1� ®� RS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: ,a THE AUSTIN COMPANY CONSOLTMTS • OESIONIRS • ENOINEEMS • CONSTNOCTOBS DRAWN BY: WBB SCALE: AS NOTED DATE: 12/18/00 SHEET: 9 15 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV09.DWG 14)4 . 2023.66 - e :s veePLT . 16 01 6 :RS:4$ PM MARK NO. RTU -1 RTU -2 TOTAL CFM 1200 1200 OUTSIDE CFM 340 340 OCT. STAT. PR. 1.00 1.00 HP 1/3 1/3 RPM 1400 1400 FAN WHEEL DIA. (in.) 9 9 FC FC WHEEL OUTLET 460 460 ELEC. CHAR. PH 2' TA. 2' TA. 2. 1 ROOFTOP UNITS A. General Description Unit shall be single fan unit of sectionalized construction with al sheet metal parts of carbon steel, rigidly braced and bolted. Casing panels shall be easily removable for oxess to the interior. The fans shall meet the requirements of the notional Board of Fire Underwriters, local and state fire and hecith regulations. All equipment shah be primed and pointed. Unit shall be roof mounted. B. Casing Casing shall be as follows: AU components shall be enclosed in a heavy gauge galvanized, bonderized, and factory painted weatherproof cabinet. Heavy gauge, weatherproof, easily removable access panels shall be provided for easy access to all components and connections. Evaporator casing access panels and plenums for return air and conditioned air shall be insulated with 1 inch fiberglass with vinyl facing. All access doors and hinged panels shall have positive watertight seals. Provide heavy duty eye hooks or hugs for lifting during installation. Vibration absorption mounts, for each assembly, shall be of captured spring type. Efficiency that not be less than 65%. Air supply discharge and return air inlets shall be on the bottom of the unit. Unit shall be bottom supported on structural base, suitable for mounting on a roof curb. Unit shall be provided with weatherproof louver and bird screen for outside air intake, sized for up to 100% outside air. Baffles shall be provided to mix outside air and return air to reduce stratification and wind effect on unit. Drain pans under coil section shall be of not less than 12 gouge galvanized steel. Drain pan shall be insulated with a foam insulation with fire retardant mastic coating. All sections shall be insulated with 1 -1/2' x 1 1 glass fiber insulation with a black flame - resistant coating. The insulation shall be affixed to the casing with waterproof adhesive and permanent fasteners. The insulation and adhesive shall meet the flame and smoke generation requirements of NFPA -90A. C. Fan Sections The fan sections shall come supplied with hinged and latched access doors, belts, drive pulleys, belt guards, and vibration isolators for floor mounting. Fon sections shall be constructed of galvanized steel and have a formed channel base for mounting fan, motor and casing panels. Fan scroll and bearings shall be mounted on an 'A' or 'H' frame rigidly secured to the channel base. Fan section shall have a large hinged door on fan casing of unit for repair of fan wheel, motor and drive. Fan shall be designed for continuous operation at the maximum rated fan speed and motor horse power. Fans and shafts shall be selected to operate at least 25% below the first critical speed. Fan wheels and shafts shall be statically and dynamically balanced as an assembly. After final assembly, the entire unit shall be given a final vibration test. Fans shall be double width, double inlet with multi blade centrifugal forward curved, backward inclined or air foil type as required by schedule. Fan wheels shall be either bonderized steel and painted with baked -on enamel or unpainted mill galvanized steel. Fan sizes shall be selected for a minimum sound level and maximum efficiency. D. Bearings Bearings shall be sealed, externally mounted, grease lubricated, self - aligning heavy duty boll bearings of flange mounted type with extended copper lubrication tubes and alemite fittings located on service side of fans. Tubes terminating outside the unit ore required. Bearings shall be guaranteed to have a minimum 1-10 rating of 200,000 hours of operating life. E. Drives V -belt drives shall be selected for a minimum 1.5 service factor based on motor horsepower and including factors for belt length, effective sheave diameter and arc of contact correction. The arc of contact shall not be less than 160' at minimum effective sheave diameter. The drive shall be adequately enclosed with a wire mesh or sheet metal belt guard. The motor drives shall be double taper, adjustable diameter, wedge belt drive sheave, close to midpoint of adjustment at design conditions. Multiple belt drives shall be furnished if required to meet the horsepower requirements. F. Motor Furnish squirrel cage induction type, open dripproof, type B insulation motors. Motor nameplate shall not be less than the brake horsepower of the equipment and drive through the full range of the operating conditions. Motor shall be mounted on a sliding type base with provisions for the adjustment of belt tension complete with jock screws, locking nuts and washers. Motor shall be factory mounted. Motor sizes as listed in these specifications are approximate valves. Provide motor sizes as required to meet performance requirements. G. Vibration Isolators Vibration absorption mounts for entire assembly shall be of captured spring type. Efficiency shall be not less than 80%. H. Direct Expansion Cooling Coils Capacity shall be as stated in schedule, with counterflow of air and refrigerant, air velocity sufficiently low to prevent water carryover, and maximum air velocity as stated in schedule. Coils shall be a front to back spilt and top to bottom split with four refrigerant circuits. Fin spacing shall be 8 fins per inch or less. Design and construction shall be as follows: a. Continuous serpentine tubes, with fins properly bonded to tubes, circuited as required for reasonable pressure drop, and arranged for counterflow of air and refrigerant to drain oil at all loads, with coils pitched in casings; refrigerant distributor shall produce uniform distribution when used with thermal expansion valve; fin tubes and headers shall float in casings to allow free expansion and contraction. 1) Materials shall be as follows: a) Tubes: Drawn seamless copper b) Fins: Aluminum a) Headers: Copper pipe d) Casings: 16 gauge galvanized steel Coil casing shall be heavy gouge steel with insulation and coil supports to allow free expansion and contraction of the tubes and headers in the casing. An insulated galvanized condensate drain pan shall span the coil sections and be piped to the exterior of the unit. Drain pan shall be constructed of not less than 12 gouge galvanized steel and insulated with a foam insulation with fire retardant mastic coating. FILTERS S.P. LOSS .12 .12 45% 45% K. Condensers TOTAL MBH COOLING 33600 33600 SENSIBLE MBH COOLING CAP. 29400 29400 REF. TYPE R -22 R -22 FACE VEL COOLNIG COIL FACE AREA 6.3 6.3 ft DOT 77.8 77.8 EAT. WB'F 63.6 63.6 ROOF TOP UNIT SCHEDULE MR DB7 55.0 55.0 LAT. WB'F 54.2 54.2 P IN LW.G. 0.1 0.1 L Air Cooled Condensing Section Compressors shall be fully hermetic reciprocating or scroll type and shall have an automatically reversible oil pump and an operating oil charge. Compressors shall be equipped with suction and discharge shutoff valves and be mounted on spring vibration isolators. There shall be two compressors. Each compressor shall have single suction and discharge lines and the refrigerant flow is split between its condenser coils and its evaporator cols during full and reduced capacity operation. The two compressors' refrigeration circuits shall be independent of each other, therefore allowing one compressor to run if the other should fail. Motor shall be cooled by suction gas passing around the windings and shall have over temperature protection. Manual restart of unit shall be required after motor stoppage due to thermal overload or insufficient oil pressure. Compressor shall be equipped with a crankcase heater to minimize oil dilution during shutdown periods. A contactor and a calibrated, manual - reset, ambient - insensitive overload protector shall be factory installed for the compressor motor. Condensing unit shall be provided with ha guards. Unit shall be factory tested and given complete factory operating control sequence test under full load conditions. NI factory wiring and components shall be contained within the unit enclosure. Unit shall be capable of operating within + 10% of nominal line voltage. Condenser fans shall be vertical discharge. Unit shall be mounted on rubber vibration isolators. Unit shall bear the UL label. Condensing section shall be furnished with a unit mounted non -fused disconnect switch. Unit shall be provided with all motor starters. • J. Compressors Compressors shall be suction gas cooled, field serviceable hermetic reciprocating or scroll compressors equipped with service valves. Unit shall be equipped with unloader system to allow each compressor 3 steps of capacity control and hot gas bypass for further capacity control and maintain refrigerant gas circulation as required for oil return and motor cooling. The compressors shall be equipped with an oil pressure switch, adjustable high and low pressure cut-outs, and pump -down or pump -out control. Compressors shall be mounted on vibration isolators and enclosed in condensing section housing to minimize transmission of sound and vibration. Crank case heaters with remote panel light for failure warning shall be provided. Compressor motor shall be serviceable hermetic with compressor speed not over 3600 RPM. Air cooled condenser section: Condenser coils shall be copper tube, aluminum finned coils, sized for full heat rejection of compressors at 1057 outdoor temperature; shall be air - coded, aluminum fin secondary surface mechanically bonded to primary surface of 3/8' 0.0. seamless copper tubing, factory- tested at 450 PSIG., vacuum dehydrated. The condenser shall have weatherproof, vertical discharge, direct -drive fans, statically and dynamically balanced, with galvanized steel or aluminum blades and zinc plated steel hubs, motor with permanently lubricated ball bearings, built -in current and thermal overload protection suitable for outdoor operation. At either full load or part load, units shall operate to 55'F outdoor temperature by cycling condenser fan. L Refrigerant Piping Refrigerant piping valves and specialties in the compressor condenser section shall be provided as necessary for complete and operational system. The refrigerant circuit shall include a moisture indicator, sight gloss and liquid line filter -drier. Refrigerant piping system shall be factory piped, dehydrated and charged with full operating charge of refrigerant. Refrigerant suction lines shall be insulated. M. Condensing Unit Controls Shall be factory wired and include a positive acting timer to prevent short cycling of compressor and to delay restart of compressor after shutdown. The unit control box shall include high and low pressure stets, field power and control circuit terminal blocks, circuit breakers, motor contactors and relays. Unit shall be furnished with a control power transformer. Subsequent to the shut down of the last stage of refrigeration, the compressor shall pump down the suction line. Unit manufacturer shall furnish a complete wiring diagram for all power and control wiring to the condensing units, including wiring of auxiliary equipment. N. Filter Section Filter shall be throwaway fiberglass type, and have 2 inch thickness. With rigid frame and support across entering and leaving faces of media. Face velocity shall not exceed 335 fpm. One initial and one refill set of filters shall be supplied. Filter supports shall have holding frames with felt air seals on filter locking devices, support angles, brackets, and other items necessary to support filters. Filter requirements shall be U.L Class II. Average resistance shall be 82X. Clean resistance shall be O.12' w.g. at 300 fpm using A.F.I. static test methods. 0. Mixing Section 0 to 100% outside air economizer control shall consist of outside air, return air, exhaust air dampers, adjustable potentiometer, damper motors, and an adjustable ambient temperature mounted in outside air stream. The potentiometer shall be unit mounted and control minimum outside air damper position for fresh air requirements. An enthalpy control shall be provided to sense the dry bulb temperature and relative humidity of the outside air for use in cooling. P. Outside air and return air mixing dampers shall be as follows: Blades of 16 gauge, galvanized steel, multiple louver type with interlocking edges and center crimps not over 8 inches wide or 48 inches between bearings. Edges of blades shall have rubber liners permanently cemented and stapled on. Frames shall be welded steel with side and end stops. Bearings shall be bronze self - oiling type or nylon. Hardware for dampers shall be mounted to prevent binding. OA. dampers and relief dampers shall be low leakage type, less than 2 1/2%. The damper motor shall be modulating spring return type. Q. Roof Curbs General: Provide roof curbs capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported on roof curbs. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. TYPE RECIP. RECIP. NOM. TONS 3.1 INSTALLATION 3.3 CLEANING A. Replace filters in RTU. COMPRESSOR NO. OF COMP. 1 1 HP 3.0 3.0 CONDENSING SECTION ELEC. CHAR. 460 460 R. Electric Heating The electric resistance heater shall be open coil heater elements A -Grade resistance wire (80% nickel, 20% chromium). Heaters shall be rated to a maximum of 35 watts per square inch of wire surface. All wire terminals and nuts shall be of stainless steel insulators shall be ceramic mounting frames of heavy gauge galvanized steel. Compliance heaters shall be UL listed for duct installation and meet the applicable requirements of the Notional Electrical Code (NEC). Controls shall be factory installed and prewired in the heater terminal box. Heater shall be a multi-step with de- energizing magnetic contactors per step, fusing per NEC and 24 volt transformer. Controlled by o remote step controller and modulating duct thermostat Including disconnecting magnetic contactors, interlocking disconnect switch and remote control panel. Power and control blocks shall be clearly marked. Each heater shall have a wiring diagram that Identifies contractor supplier control and power wire sizes required per NEC. Heoter shall be supplied with a built -in automatic reset thermal cutout for primary safety protection, manually replaceable thermal cutouts for secondary safety protection and a differential pressure air flow switch. All safety devices serviceable through the thermal box without necessitating removal of the heater. 2.2 EXTRA MATERIALS A Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels dearly describing contents. 1. Rooftop Unit Filters: Furnish two spare filter for each filter installed. A. Install RTU as indicated, to comply with manufacturer's written instructions and NFPA 90A. B. Connect RTU and components to wiring systems and to ground as indicated and instructed by manufacturer. Tighten connectors and terminals, including screws and bolts, according to equipment manufacturer's published torque- tightening values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals according to tightening requirements specified in UL 486A 3.2 FIELD QUALITY CONTROL A. Testing: After installing RTU and after electrical circuitry has been energized, demonstrate product capability and compliance with requirements. 8. Remove and replace malfunctioning units with new units, and retest. 0 3 3 NO. OF FANS 1 1 0.25 0.25 CONDENSER ELECTRICAL 110 110 0 1 1 OA SUMMER DESIGN 95 95 3.4 COMMISSIONING A. Startup Services: Engage a factory- authorized service representative to provide startup service. B. Operate fan motor to verify proper rotation. C. Operate electric heating elements through each stage to verify proper operation and electrical connections. D. Test and adjust controls and safeties. Replace damaged or malfunctioning controls and equipment WINTER CFM 1200 1200 OUTPUT MBH 35.0 35.0 HEATING SECTION 17.4 17.4 ELECTRICAL 460 460 • ri 0 3 3 ENT. MR 'F 59.1 59.1 LVG. MR 7 85.0 85.0 o m TOTAL UNiT WEIGHT 575 575 REMARKS TCD037C4AB TCD037C4AB EXPIRES 6/29/07 REVISIONS: NO. A B DATE 1/16/01 5/14/01 DESCRIPTION AT &T REVEER AND PERMITS ISSUED FOR CONSIRLJCi ON q 7 RG�V�1S1O S: SIR / DATE DATE DESCR A — 1/16/01 AT&T REVE:i AND POWS B 5/!4/01 ISSUED FOR CONSTRUCTION C 5/12/01 65UFD PER REVD! mimosas D 5/16/02 REVISIONS PER AHJ. FOLD CONNO S ■••.. IRNIIIMNININIIIIIIM AMIll LOCAL SER VICES' w One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SECTIONS AND DETAILS CONSTRUCTION MANAGER /T,1 1,E-WA®aaZ I -37E � ' L � UVc RS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY NN$ILTIIINTS • NUMBS • EMMBC • CCN=TNCTNi DRAWN BY: WBB SCALE: AS NOTED DATE: 12/18/00 SHEET: T V 0 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: M: \620 \HVAC \620HV10.DWG •r►- • mssrs.wMD UL DESIGN SYSTEM No. GAJ -1162 (F RATING - 2 HR MAX.) 1. FLOOR ASSEMBLY — MIN 4 1/2 IN. THICK( STEEL REINFORCED UGHTWEIGHT OR NORMAL WEIGHT (100 -150 PCF) STRUCTURAL CONCRETE 2 THROUGH PENETRANTS — PPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTEDON BOTH SIDES OF FLOOR OR WALL ASSEMBLY_ A MAX OF ONE PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE OPENING. THE ANNULAR SPACE SWILL BE A MIN 1 IN. TO MAX 2 -7/8 W. PIPE . CONDUIT OR TUBING TO BE RIGOLY SUPPORTED ON BOTH SCES OF FLOOR OR WALL ASSEMBLY 3. FRESTOP SYSTEM — THE FRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL — MIN 3 1/2' IN. THICKNESS OF MIN 3.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL A REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. B. FILL, VOID OR CAVITY MATERIAL' -- CAULK— MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITWN THE ANNULUS, FLUS- WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL • BEARING NE LI CUISSIF)CATION MARKIrNG HV -10 HV -10 NO SCALE F • Nr NOT TO SCALE FLEX I OHl \.i- STRAINER DRIP LEG TYPICAL GAS UNIT HEATER DETAIL WOOD FRAMING TO MATCH EXISTING JOIST, FRAME ALL SIDES OF OPENING AT UNDERSIDE OF DECK OPENING IN ROOF DECK UNION (TYP.) YJ JOIST OR BEAM ROOF OPENING SECTION HV -1 Ory -10 NO SCALE UNIT MOUNTED THERMOSTAT UNIT HEATER REZNOR MODEL — B 300 UNIT HEATER FRAMING TO MATCH EXISTING JOIST, FRAME ALL SIDES OF OPENING AT UNDERSIDE OF DECK UNIS EAR -1 800 CFM SET AT BOJ VD PIPE PIPE HANGER WHERE LINES ARE PARALLEL TO JOISTS OR BEAMS DETAIL VD EAR -1 800 CFM SET 6" AFF JOIST OR BEAM NO SCALE SECTION HV -1 SCALE: 1 /2 " =1 ' —O" EF -4 / 5 DT 14 x 14 x 14 !PROVIDE STEEL SHIELD FOR INSULATED PIPE U-BOLT UNIS PIPE JOIST OR BEAM ( CLEVIS A HANGER PROVIDE STEEL SHIELD FOR _ �1 INSULATED PIPE HANGER ROD PIPE HANGER WHERE LINES CROSS JOISTS OR BEAMS DETAIL PROVIDE 360" STEEL SHIELD FOR INSULATED PIPE ADJUSTABLE PIPE STAND DRILLED CONC. ANCHORS NO SCALE NO SCALE TYPICAL PIPE SUPPORT DETAILS REVISION NO, t.1% r ,r PECEAVED E CCTy OFT UOIlA J ly'y i r u _ p►l I EXPIRES 6/29/0¢ • SCHEDULE #3 SEISMIC BRACING FOR PIPES ON TRAPEZE SCHEDULE #2 TYPICAL CONNECTIONS TO STRUCTURAL SUPPORTING MEMBERS lJ MAX. LOAD CAPACITY I TENSION POUNDS EXPANSION ANCHORS INTO CONCRETE CONC. CAST —IN PLAEEL INSERT CE MACHINE BOLT AT ST CLAMP EAM B SPREADER SIZE ANGLE TO SUPPORTING STRUCTURAL MEMBER ROD SIZE FOR L ar LT. WT. HARD ROCK 1 400 5/8" 3/8" 3/8" 3/8" C4x5.4 L 3 1/2 "x 2 1/2"x 3 /8 "x O' -3" LLH 1/2" 3/8" 2 550 3/4" 3/3" 1/2" 3/8" C4x5.4 L 3 1/2"x 2 1/2"x 3/8 "x 0' -3" LLH 5/8" 2x2x16GA 3 900 2 -1/2" 2 -3/8" 1/2" 3/8" C5x6.7 2 —L 4 "x 3 "x 5/16 "x 0' -4" LW 3/4" 2x2x16GA 4 1300 2 -5/8" 2 -5/8" 1/2" 1/2" C6x8.5 2 —L 5 "x 3 "x 3/8 "x 0' -4" UN 3/4" 2 1/2 x2 1/2 x1 5 1800 2 -3/4" 2 -5/8" 5/8" 1/2" C8x 11.5 2 —L 5 1/2N 3 1/2"x 1/2"x O' -4" LLH 7/8" TYPE 5 6 2600 4 -5/8" 4 -1/2" 2 -1/2" 5/8" C9x13.4 2 —L 5 "x 3"x 3 /8 "x O' -10" LLH 7/8" 7/8' 7 3700 4 -3/4" 4 -5/8" 2 -5/8" 5/8' C10x15.3 2 —L 5 1/2"x 3 1/2"x 1/2"x O' -11 1/2" LLH 7/8" 43' - - / 17 ,/ OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M:\620\1 SCHEDULE #3 SEISMIC BRACING FOR PIPES ON TRAPEZE PIPE SIZE SCHEDULE //i SEISMIC BRACING FOR PIPES PI E HANGER TYPE BOLTS O ANGLE ® ® � ROD SIZE MAX. LENGTH FOR RODS TOP CONNECTION OF DIAGONAL Ic R�QpDp SIZE FOR L ar 2 1/2 CLEVIS TYPE 3/8' 2x2x16GA 2x2x16GA 2 1/2 x2 1/2 x16GA TYPE 2 1/2" 25" 3 CLEVIS TYPE 3/8" 2x2x16GA 2x2x16GA 2 1/2 x2 1/2 x16GA TYPE 2 1/2" 25" 3 1/2 CLEVIS TYPE 3/8" 2x2x16GA 2x2x16GA 2 1/2 x2 1/2 x16GA TYPE 3 1/2" 25" 4 CLEVIS TYPE 3/8' 2x2x16GA 2x2x16GA 2 1/2 x2 1/2 x16GA TYPE 4 5/8' 31' 5 CLEVIS TYPE 1/2" 2x2x166A 2x2x16GA 2 1/2 x2 1/2 x1 TYPE 4 5/8' 31' 6 CLEVIS TYPE 1/2' 2 1/2 x2 1/2 x16GA 2 1/2 x2 1/2 x16GA 2 1/2 x2 1/2 xl6GA TYPE 5 3/4' 37' 8 CLEVIS TYPE 5/8' 2 1/2 x2 1/2 x12GA 2 1/2 x2 1/2 x12GA 2 1/2 x2 1/2 x12GA TYPE 6 7/8' 43" 10 CLEVIS TYPE 3/4" 2 1/2 x2 1/2 x12GA 3x3x12GA 3x3x12GA TYPE 7 7/8' 43' SCHEDULE #3 SEISMIC BRACING FOR PIPES ON TRAPEZE PIPE SIZE MAX. LOAD CAPACITY I (POUNDS) TENSION BOLTS TO Q2 ANGLE VERTICAL DIAGONAL LONGITUDINAL ANGLE'S MAXIMUM TRAPEZE SPAN TOP CONNECTION OF DIAGONAL & LONGITUDINAL ANGLE S 0 ROD SIZE MAX. LENGTH FOR RODS 2 1/2 320 3/8" 2x2x16GA 3' -4" TYPE 3 1/2" 25" 3 440 3/8" 2x2x16GA 3' -4" TYPE 4 1/2" 25" 3 1/2 540 3/8" 2x2x16GA 3' -4" TYPE 4 1/2" 31" 4 660 3/8" 2x2x16GA 4' -0" TYPE 5 5/8" 31" 5 940 3/8" 2x2x16GA 4' -0" TYPE 6 3/4" 37" 6 945 3/8" 2x2x16GA 3' -10" TYPE 5 3/4" 37" 8 1010 1/2" 2x2x16GA 3' -6" TYPE 5 3/4" 37' NODE TYPE: 1 DRAWING TITLE: HVAC SEISMIC BRACING DETAILS CONSTRUCTION MANAGER mi - 7 C2 [JO ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSULTANTS • 1101 1I$ • NOM • CON$TBUCTOIS v+.► - vs• • ossn....ru. - •I i•. e 1 o : c4 : aY w 0 SEE SCHEDULE #2. FOR TYPICAL CONNECTION TO STRUCTURAL SUPPORTING MEMBERS © PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL ANGLE'S AND NUT © VERTICAL ANGLE IN SCHEDULE IS REQUIRED IN ADDITION TO HANGER ROD ONLY WHEN MAXIMUM LENGTH IS OCEEDED ® SEE GENERAL NOTE 5 FOR LONGITUDINAL DIAGONAL BRACE REQUIREMENT. 0 SEE SCHEDULE #2, FOR TYPICAL CONNECTION TO STRUCTURAL SUPPORTING MEMBERS 0 PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL ANGLE'S AND NUT VERTICAL ANGLE IN SCHEDULE IS REQUIRED IN ADDITION TO HANGER ROD ONLY WHEN MAXIMUM LENGTH IS EXCEEDED ® SEE GENERAL NOTE 5 FOR LONGITUDINAL DIAGONAL BRACE REQUIREMENT. NOTE ALL EQUIPMENT SHALL BE BRACED AND AND ANCHORED TO THE STRUCTURE TO COMPLY WITH SEISMIC RESTRAINT REQUIR9AENTS GENERAL NOTES FOR SEISMIC BRACING OF PIPING 1. Bruce all pipes 2 -1/2' diameter and larger. 2. Bracing details. support details. schedules and notes apply to all types of pipe and all types of joints. EXCEPTIONS a. Brace all piping 1-1/4" and larger located in boiler rooms, mechanical equipment rooms and refrigeration machinery rooms. Bracing requirements for pipes less than 2 -1/2' In diameter shall be the some as for 2 - 1/2" pipes in all other locations. b. Brace all fuel gas and oil piping, medical gas piping and compressed air piping 1 " and larger. c. Seismic braces may be omitted: 1) When the top of the pipe is suspended 12" or less from the supporting structure member and the pipe is suspended by an individual hanger. 2) On all piping 3/4' and smaller. 3. Details shown provide a lateral bracing system. A typical vertical support system conforming to the following requirements must also be used. a. Vertical Piping 1) Attachment — Vertical piping shall be secured of sufficiently close intervals to keep the pipe in alignment and carry the weight of the pipe and contents. Stocks shall be supported at their bases and if over 2 stories in height at each floor by approved metal floor clamps. 2) Screwed pipe — Screwed pipe (I.P.S.) shall be supported at not — less than every other story height. 3) Copper tubing — copper tubing shall be supported at each story for piping 1 -1/2" and larger diameter, and at not more than 6 foot intervals for piping 1 -1/2" and smaller in diameter. 4) Pipes of other approved material shall be supported in accordance with their approved installation standards. b. Horizontal — Piping 1) Supports — Horizontal piping shall be supported. 4. Transverse bracings at 40' -0" O.C. maximum unless otherwise noted. 5. Longitudinal bracings at 80' -0" O.C. maximum unless otherwise noted. When thermal expansion or contraction is involved, provide longitudinal bracings at anchor points. The longitudinal braces and the connections must be capable of resisting the force induced by expansion and contraction. 6. Transverse bracing for one pipe section may also act as longitudinal bracing for the pipe section connected perpendicular to it, if the bracing is installed within 24" of the elbow or tee of similar size. 7. For threaded piping the flexibility may be provided by the installation of swing joints. In welded or solder joint piping the flexibility shall be provided by expansion loops or manufactured flexible connectors. 8. Do not use branch lines to brace main lines. 9. Trapeze hangers may be used. Provide flexibility in joints where pipes pass through building seismic or expansion joints, or where rigidly supported pipes connect to equipment with vibration isolators. 10. A rigid piping system shall not be braced to dissimilar parts of a building or two dissimilar building systems that may respond in a different mode during an earthquake. 11. Provide large enough pipe sleeves through walls or floors to allow for anticipated differential movements. 12. At vertical pipe risers, wherever possible, support the weight of the riser at a point or points above the center of gravity of the riser. Provide lateral guides at the top and bottom of the riser, and at intermediate points not to exceed 30' -0" on center. 13. For gas piping, the bracing details, schedules and notes may be used except that transverse bracing shall be at 20' - O.C. maximum and longitudinal bracing at 40' —O" O.C. maximum. Also 1", 1-1/4% 1 -1 / 2 ". and 2" diameter pipes shall be braced the same as 2 - 1/2" diameter pipe in the schedule. (No bracing is required for pipes 3/4" diameter and smaller). 14. All seismic bracing shall be installed in accordance with the latest editon the SMACNA Seismic Restraint Manual : GUIDLINES for "MECHANICAL SYSTEMS" Installation shall conform to California OSHPOD standards. ft-. 1 ti.c EXPIRES 6/29/07— t • • a w I REVISIONS: NO DATE DESCRIPTION A 1/16/01 AT &T RENDS NO PERMITS 8 5/14/01 SSUED FOR CONSTRUCTION ■11111111■ AU' LOCAL SERVICES ■■■■ One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SEISMIC BRACING DETAILS CONSTRUCTION MANAGER mi - 7 C2 [JO ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSULTANTS • 1101 1I$ • NOM • CON$TBUCTOIS DRAWN BY: WBB SCALE: AS SHOWN DATE: 01/18/01 SHEET: - - / 17 ,/ OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M:\620\1 v+.► - vs• • ossn....ru. - •I i•. e 1 o : c4 : aY w 0 SEE SCHEDULE #2. FOR TYPICAL CONNECTION TO STRUCTURAL SUPPORTING MEMBERS © PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL ANGLE'S AND NUT © VERTICAL ANGLE IN SCHEDULE IS REQUIRED IN ADDITION TO HANGER ROD ONLY WHEN MAXIMUM LENGTH IS OCEEDED ® SEE GENERAL NOTE 5 FOR LONGITUDINAL DIAGONAL BRACE REQUIREMENT. 0 SEE SCHEDULE #2, FOR TYPICAL CONNECTION TO STRUCTURAL SUPPORTING MEMBERS 0 PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL ANGLE'S AND NUT VERTICAL ANGLE IN SCHEDULE IS REQUIRED IN ADDITION TO HANGER ROD ONLY WHEN MAXIMUM LENGTH IS EXCEEDED ® SEE GENERAL NOTE 5 FOR LONGITUDINAL DIAGONAL BRACE REQUIREMENT. NOTE ALL EQUIPMENT SHALL BE BRACED AND AND ANCHORED TO THE STRUCTURE TO COMPLY WITH SEISMIC RESTRAINT REQUIR9AENTS GENERAL NOTES FOR SEISMIC BRACING OF PIPING 1. Bruce all pipes 2 -1/2' diameter and larger. 2. Bracing details. support details. schedules and notes apply to all types of pipe and all types of joints. EXCEPTIONS a. Brace all piping 1-1/4" and larger located in boiler rooms, mechanical equipment rooms and refrigeration machinery rooms. Bracing requirements for pipes less than 2 -1/2' In diameter shall be the some as for 2 - 1/2" pipes in all other locations. b. Brace all fuel gas and oil piping, medical gas piping and compressed air piping 1 " and larger. c. Seismic braces may be omitted: 1) When the top of the pipe is suspended 12" or less from the supporting structure member and the pipe is suspended by an individual hanger. 2) On all piping 3/4' and smaller. 3. Details shown provide a lateral bracing system. A typical vertical support system conforming to the following requirements must also be used. a. Vertical Piping 1) Attachment — Vertical piping shall be secured of sufficiently close intervals to keep the pipe in alignment and carry the weight of the pipe and contents. Stocks shall be supported at their bases and if over 2 stories in height at each floor by approved metal floor clamps. 2) Screwed pipe — Screwed pipe (I.P.S.) shall be supported at not — less than every other story height. 3) Copper tubing — copper tubing shall be supported at each story for piping 1 -1/2" and larger diameter, and at not more than 6 foot intervals for piping 1 -1/2" and smaller in diameter. 4) Pipes of other approved material shall be supported in accordance with their approved installation standards. b. Horizontal — Piping 1) Supports — Horizontal piping shall be supported. 4. Transverse bracings at 40' -0" O.C. maximum unless otherwise noted. 5. Longitudinal bracings at 80' -0" O.C. maximum unless otherwise noted. When thermal expansion or contraction is involved, provide longitudinal bracings at anchor points. The longitudinal braces and the connections must be capable of resisting the force induced by expansion and contraction. 6. Transverse bracing for one pipe section may also act as longitudinal bracing for the pipe section connected perpendicular to it, if the bracing is installed within 24" of the elbow or tee of similar size. 7. For threaded piping the flexibility may be provided by the installation of swing joints. In welded or solder joint piping the flexibility shall be provided by expansion loops or manufactured flexible connectors. 8. Do not use branch lines to brace main lines. 9. Trapeze hangers may be used. Provide flexibility in joints where pipes pass through building seismic or expansion joints, or where rigidly supported pipes connect to equipment with vibration isolators. 10. A rigid piping system shall not be braced to dissimilar parts of a building or two dissimilar building systems that may respond in a different mode during an earthquake. 11. Provide large enough pipe sleeves through walls or floors to allow for anticipated differential movements. 12. At vertical pipe risers, wherever possible, support the weight of the riser at a point or points above the center of gravity of the riser. Provide lateral guides at the top and bottom of the riser, and at intermediate points not to exceed 30' -0" on center. 13. For gas piping, the bracing details, schedules and notes may be used except that transverse bracing shall be at 20' - O.C. maximum and longitudinal bracing at 40' —O" O.C. maximum. Also 1", 1-1/4% 1 -1 / 2 ". and 2" diameter pipes shall be braced the same as 2 - 1/2" diameter pipe in the schedule. (No bracing is required for pipes 3/4" diameter and smaller). 14. All seismic bracing shall be installed in accordance with the latest editon the SMACNA Seismic Restraint Manual : GUIDLINES for "MECHANICAL SYSTEMS" Installation shall conform to California OSHPOD standards. ft-. 1 ti.c EXPIRES 6/29/07— t • • a w I ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSULTANTS • IESIINDS • MINIM • CONSTRUOTONS LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON DRAWN BY: WBB SCALE: AS SHOWN DATE: 01118101 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 HANGER ROD PER SCHEDULE- ADD VERTICAL ANGLE FROM SCHEDULE -1 WHEN LENGTH "L" EXCEEDS MAXIMUM LENGTH ALLOWED PER SCHEDULE -1 1 -3/4" SQ.x 1/8" PL WASHER EACH END BOLT TO ANGLE SEE SCHEDULE -1 2 MAX SEE SCHEDULE -2 FOR END CONE CTIONS NOTES; 1.HANGERS AND COMPONENTS SHALL BE COATED WITH RUST RESISTANT PRIMER 2.SEE GENERAL NOTE 5 FOR LONGITUDINAL BRACING REQUIREMENTS 3.FOR USE WERE TEMPERATURE EXPANSION IS MINIMAL EXCEPTION NOTE; IN UEU OF DETAILS, SCHEDULES, AND NOTES CONTAINED ON THIS DRAWING, MECHANICAL SUBCONTRACTOR MAY PROVIDE ALTERNATE BRACING METHOD. PROPOSED ALTERNATE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO APPUCATION AND MUST BE SUBSTANTIATED BY MANUFACTURERS CERTIFICATION OF PREFABRICATED BRACING SYSTEM COMPLIANCE WITH SEISMIC ZONE 2 OR HIGHER BRACING REQUIREMENTS OR BY CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER CONFIRMING FIELD FABRICATED AND APPUED BRACING MEETS SEISMIC DISTURBANCE CRITERIA STATED ON DRAWING A -1 AND IN SPECIFICATIONS. CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR VERTICAL, DIAGONAL AND LONGITUDINAL ANGLE'S PER SCHEDULE -1. CONNECTIONS PER SCHEDULE -2. "ELCEN" WELDED BEAM ATTACHMENT OR EQUAL THREADED STUD BOLT SEE SCHEDULE -1 12" LONG INSULATION AND COVERING (KALO OR EQUAL) THICKNESS EQUAL TO ADJACENT INSULATION AT BOTTOM HALF AT PIPE SHIELD "ELCEN" PIPE CLAMP HEAVY TYPE OR EQUAL ELEVATION ADD VERTICAL ANGLE FROM SCHEDULE -1 WHEN LENGTH "L" EXCEEDS MAXIMUM LENGTH ALLOWED PER SCHEDULE -1 HANGER ROD PER SCHEDULE - - LONGITUDINAL ANGLE PER SCHEDULE -1 PIPE INSULATION AS SPECIFIED 12" LONG 18 GA. GALV. STEEL SHIELD FOR ALL PIPES NOTES: 1.HANGERS AND COMPONENTS SHALL BE COATED WITH RUST RESISTANT PRIMER 2.SEE GENERAL NOTE 5 FOR LONGITUDINAL BRACING REQUIREMENTS 3. FOR USE WERE TEMPERATURE EXPANSION IS MINIMAL MAXIMUM TRAPEZE SPAN PER SCHEDULE LONGITUDINAL ANGLE PER SCHEDULE 1 SECTION WASHER TO COVER WELD THREADED STUD BOLT SEE SCHEDULE -1 "ELCEN" PIPE CLAMP HEAVY TYPE OR EQUAL 12" LONG INSULATION AND COVERING (KALO OR EQUAL) THICKNESS EQUAL TO ADJACENT INSULATION AT BOTTOM HALF AT PIPE SHIELD TYPES 3 & 4 PLATE 3 "x 1/4" (BENT) TYPES 5 & 6 PLATE 4"x 3/8" (BENT) TYPICAL BRACING OF PIPES ON TRAPEZE NO SCALE CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR VERTICAL, DIAGONAL AND LONGITUDINAL ANGLE'S PER SCHEDULE -1. CONNECTIONS PER SCHEDULE -2. ADD VERTICAL ANGLE FROM SCHEDULE -1 WHEN LENGTH "L" EXCEEDS MAXIMUM LENGTH ALLOWED PER SCHEDULE -1 HANGER ROD PER SCHEDULE -1 "ELCEN" WELDED BEAM ATTACHMENT OR EQUAL 12" LONG 18 GA. GALV. STEEL SHIELD FOR ALL PIPES NOTES; 1.HANGERS AND COMPONENTS SHALL BE COATED WITH RUST RESISTANT PRIMER 2.SEE GENERAL NOTE 5 FOR LONGITUDINAL BRACING REQUIREMENTS 3.SEE ELEVATION FOR LONGITUDINAL BRACING TYPICAL LONGITUDINAL PIPE BRACING DETAIL - NO SCALE SEE SCHEDULE -2 FOR END CONNECTIONS PIPE INSULATION AS SPECIFIED 1/4" GAP MINIMUM HANGER ROD PER SCHEDULE -1 ADD VERTICAL ANGLE FROM SCHEDULE -1 WHEN LENGTH 1" EXCEEDS MAXIMUM LENGTH ALLOWED PER SCHEDULE -1 2 MAX BOLT TO ANGLE SEE SCHEDULE -1 DIAGONAL ANGLE PER SCHEDULE -1 w W 0 CL 2 "X2 "X 16GA. VERTICAL L--- B3 / " MA STEEL BEAM r 1 1r N cn j 0 NOTE: FOR SPACING OF BRACING REFER TO TYPICAL NOTES CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR VERTICA DIAGONAL & LONGITUDINAL ANGLES. L 3 1/2i ¶ BOLTS ANG DIAG. L BRACE-1 2 "X2"X16GA. DIAGONAL L BRACE 1' 2 1/2 "X12GA. SHEET METAL STRAP TYPICAL ROUND DUCT BRACING DETAIL NO SCALE VERTICAL AND DIAGONAL ANGLE'S. FOR SIZE AND BOLTING SEE SCHEDULE -2 CONNECTIONS TO STEEL NO SCALE 2 "X2 "X16GA. LONGITUDINAL DIAG. L BRACE 1 SHOWN DOTTED) AS REQUIRED. VERTICAL L 12' -0" (MAX.) I DIAGONAL ANGLE PER SCHEDULE -1 (2) 4" X 3 1/2" X 5/16" x O' -5 1/2" ANGLE TYP. EACH END. (2) 5/8" MACHINE BOLTS EACH LEG. (OR EQUIVALENT WELDED CONNECTION) BOLT TO ANGLE SEE SCHEDULE -1 "ELCEN" HUNGER ROD CUP OR EQUAL 2 MAX 12" LONG INSULATION AND COVERING (KALO OR EQUAL) THICKNESS EQUAL TO ADJACENT INSULATION AT BOTTOM HALF AT PIPE SHIELD t i j NOTE: HANGERS AND COMPONENTS SHALL BE COATED WITH RUST RESISTANT PRIMER TYPICAL TRANSVERSE PIPE BRACING DETAIL NO SCALE DIAGONAL L BRACE. SE SCHEDUI. L HORIZONTAL L EQ. ` STEEL BEAM SPREADER CHANNEL SEE SCHE ULE -2 LONGITUDINAL ANGLE AS AS REQUIRED SEE SCHDULE -2 FOR SIZE CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR VERTICAL, DIAGONAL & LONGITUDINAL L'S VERTICAL L SEE SCHEDULE C BOLTS = LC ANGLES FOR BOLT SIZE SEE SCHEDULE TYPICAL NOTES: 1. FOR SPACING OF BRACING REFER TO TYPICAL NOTES. TYPICAL RECTANGULAR DUCT BRACING DETAIL NO SCALE o CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR VERTICAL. DIAGONAL AND LONGITUDINAL ANGLE'S PER SCHEDULE -1. CONNECTIONS PER SCHEDULE -2. ADD VERTICAL ANGLE FROM SCHEDULE -1 WHEN LENGTH 1" EXCEEDS MAXIMUM LENGTH ALLOWED PER SCHEDULE -1 HUNGER ROD PER SCHEDULE -1 CLEVIS HUNGER ADD PIPE SLEEVE THAT HAS AN INSIDE DIAMETER 1/e± LARGER THAN OUTSIDE DIAMETER OF BOLT PIPE INSULATION AS SPECIFIED 12" LONG 18 GA. GALV. STEEL SHIELD FOR ALL PIPES LONGITUDINAL L. ONE EACH SIDE OF DUCT. FOR SIZE SEE SCHEDULE. INSULATION (WHERE REQUIRED) 2. WHEN A COMBINATION OF DUCTS ARE USED IN UEU OF ONE DUCT ^ ' AT LEAST (2) SIDES OF EACH DUCT MUST BE CONNECTED TO ,�\. VERTICAL OR HORIZONTAL L'S. (ADD HORIZONTAL L'S IF REQUIRED) • EXPIRES 6/29/02 ` REVISIONS: NO DATE DESCRIPTION A 1/16/01 5/14/01 AT &T REVCO AND POUTS ISSUED FOR CONSTRUCTION - AT�T -■ LOCAL SER !/ICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: HVAC SEISMIC BRACING DETAILS CONSTRUCTION MANAGER ifaU 0E17 Ma®aaM ENGI NEERS o BUILDERS TELEPHONE # 847.698.4900 SHEET: i 18 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV 12.DWG f' REV1S1ONS: NO. _ DATE _ DESCRIPTION A 1/16/01 AT&T W AID PERklf1S B 5/14/01 ISSUED FOR CONSTRUCTION AM Nommoov LOCAL SER l4CES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: HVAC SPECIFICATIONS CONSTRUCTION MANAGER 7L7 G- - J'A® J aaM l �I�IENGERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a . THE AUSTIN CON$VLTANT$ • BUMS B U DRAWN BY: WBB SCALE: NONE DATE: 12118100 SHEET: OF 39 19 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620HV13.DWG JR - 6818.88 - 828H 111 . PLT - 6/16/81 6:68:48 PM 3.1 DUCTWORK FABRICATION MD N TM.LA1 ONS A. Shot be in ooeadaae with the latest edboe of MIRA( and the Manual d Dud Comb non as published by the Shed Meld industry. we exceptions as bled in these "peacetime. B. Unless otherwise dated, dudrork A be dandled as Maw Law Pressure - vsloc ins less than 2000 fpm and static press res in duct 2' d water or less. Medium Pressure - static pressures in dud up through 6' of water. High Pressure - stotie pressures in dud over 6' of vaster and up to 10' of rater. C. Extra Menem em shat be presided d fan disdharge and other areas as required to prevent 'drumming' or baloonig. Fm &charge duds (fret 8 feet) shat be 2 gauges beerier and reinforcement spacing shall be half of SUM standards. 3.2 GENERAL PPE INSULATION ItSTItLLA110N A The service Re of the insulation depends primarily an the in -place permeonce of the vapor barrier. Therefore. the Contractor will exercise digs nce to provide a vaper bonier free d discontinuities and penetrations. B Metd fasteners or staples are not permitted under any ciwmnatances and if used ri be cause for rejection of the vapor barrier and require reptocement Where breaks wax in the vapor barrier jacket during installation, they shat be covered in the some manner as butt joints. C. Pressure sensitive adhesive tapes under any brand name, for seing butt joints as the finished vapor barrier are not perm tted under any circumstances. Mnoflex butt joints to be glued. D. Installation: Shall be in strict accordance with manufacturer's recommended printed instructions and as follows: 1. Joints of insulation shall be butted tightly, stoggered if in multiple layers, and be properly sealed. E Fiberglass Insulation 1. At jackets shall be factory applied aid shat be of the type that hoe self- sealant longitudinal lops with factory oppied adhesive with some protected in shipment and /or storable by a 'peel-off release paper or as hereinafter specified. Insulation herein specified as requiring o vapor barrier she have sane foctory appied jackets 'Rh self-seeing lops and adhesive as mentioned above. o. NI insulation systems, inducting vapor barrier, shot be continuous, covering of system components, udess otherwise noted. Provision shall be made for the operation and viewing of all nameplates, escutcheon& code stomp plates controls, instruments, and valve bonnets and stems. b. All insulated piping shall have pipe covering protection saddles of rigid insulation cork, wood blocks, high density fiberglass, or 'Kayla (capable of supporting the pipe and contents), protected with galvanized steel insulation protection shields at hangers and supports. c. insulation saddles and shield shall be of a design to distribute the bed over an area sufficiently large to prevent deflection of the insulation or damage to the vapor barrier. d. Under no circumstances shall any form of wheat paste be brought or used on this site. At adhesives shall be as hereinafter stated. e. All insulation, insulation jacketins and adhesives shell be as those specified or equal. 3.3 PIPE HANGERS, SUPPORTS AND FASTENERS A. General: Install hangers, supports, clamps and attachments to support piping properly from building structure; comply with MSS SP -69 and SP -89. Arrange for grouping of parallel runs of horizontal piping supported together on field - fabricated, heavy -duty trapeze hangers where possible. Install supports with maximum spacings complying with MSS SP -69. Where piping of various sizes is supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe as specified for individual pipe hangers. 1. Riser piping shot be supported independently of connected horizontal piping where practical. 2. Where vibration is anticipated, vibration absorption mounts shall be provided. 3. NI piping shot be carried on adjustable hangers or properly leveled supports. 4. All system components shot be sized to the outside diameter of pipe or tubing which they support or to the outside diameter of the insulation on insulated lines when insulation protection saddles are used. 5. Shop drawings shat include catalog cuts or data sheets on manufactured hangers, supports and accessories. B. Install building attachments within concrete or to structural steel. Space attachments within maximum piping span length indicated in MSS SP -69. install additional attachments at concentrated bads, including valves, flanges, guides, strainers, expansion joints, and at changes in direction of piping. 1. M welding, drilling, ,cutting or any other operations required for the attachment of the pipe to the support or hanger, or the support of hanger to the supporting structure, shall be performed by the subcontractor. 2. Fasten hangers and supports to supporting structures by means of beam attachments, damps, inserts, bolts, or other suitable fastening devices. C. Hanger shall support piping filed with water with safety factor of 5 based on ultimate strength. Hangers shall be capable of supporting the pipe in all conditions of operation. They shall allow for free expansion and contraction of the piping, and prevent stress resulting from transferred weight being induced into the pipe or connected equipment The installation shall be clear of the work of other trades. D. Install hangers and supports to allow controlled movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. E. The methods of attaching or fastening equipment or equipment supports or hangers to the building structure shall be subject to approval by the WE at all times. F. Cutting, buming, drilling, welding, and /or the use of explosive driven fasteners on building structures shall not be permitted. G. Installation of hanger supports shall be made to structural steel, masonry and poured concrete. Hangers and supports shat not be installed to roof decks, steel bracing or bridging, conduit, or other piping. H. Insulated Piping: Comply with the following installation requirements. 1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ASME B31.9. 2. Covering on insulated piping shat be protected from damage at hanger locations. Saddles, bases or suitable metal shields, properly constructed and secured to the covered pipe, shat be used at points of roller, base and trapeze supports. Pipe damps for insulated pipe shall have the load bolt located outside of the insulation. 3. Saddles: Install protection saddles MSS Type 39 where insulation without vapor barrier is indicated. Fill interior voids with segments of insulation that match adjoining pipe insulation. 4. Siiefdc add probates shields MSS Type 40 on cold rater pipiing that hers vapor bender. Shields Biel seen as are d 1W. 5. insert moterid shall be at least as keg as the protective shield. Weddle did where indicated, with i etioGon d Nelms' elm' as piping. L 1. In general. the blowing table shall be applied far hanger spacing of d types d piping and shell not applyy shoe cry votes, angs& tli Ergs, etc. create concentrated bads bstreen supports. Single Ripe Maximum tinimurn Rod Sze Spacing Diometer 1/2 in. 3/4 in. . in. 1 -1/4 in. 1 -1/2 in. tin. 2 -1/2 in. 3 in. 5 ft 6R 7 ft 8 ft. 9 f 10 ft. 11 ft. 12 ft. 2. Spacings given above are based on pipe filed with water and do not apply where concentrated loads or changes in direct ion require additional support. 3. Spacing shall permit normal pitch of lines. 4. For mains sized one inch through one -holf inch and having pitches twice those as stated in these Specicatios, hangers may be spaced 10 ft. on center. 5. Tubing (copper or aluminum) or thinwot stoinless steel pipe shall be supported with devil type hangers with the use of a stainless steel bearing plate between the hanger and the pipe or tube. The plate shall be six inches long with a width equal to 1/4 of the pipe or tube circumference and shall be 1/8' thick. The bearing plate shall be tack welded to the hanger after erection. 3.4 HANGER ADJUSTMENT 3/8 in. 3/8 in. 3/8 in. 3/8 in. 3/8 in. 3/8 in. 1/2 in. 1/2 in. A Hanger Adjustment: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. 3.5 COMMISSIONING A. Commissioning - the act of putting all systems into proper operating service. Commissioning shall consist of the following in the order listed: 1. Cleaning and purging as described in these specifications. 2. Leak testing as described in these specifications. 3. Check pumps for proper rotation and inform WE superintendent of any discrepancies. 4. Check orientation of control valves for proper flow pattern. 5. Lubricate all motors purchased by and assigned to this subcontract 6. Startup and place systems in operation. 7. Final acceptance. 3.6 DUCTWORK CLEANING A. MI duct openings will be covered with plastic sheet taped in place with end of each working day. B. Ducts with heavy accumulations of construction dust wit be brushed or vacuum cleaned before starting fans. C. After completion of installation of ductwork and equipment, including filters, but before final connections to grilles and diffusers, each exhaust and supply system shall be operated one full working day or longer until it is established that ductwork is free of loose dirt or dust. 3.7 PIPING CLEANING AND PURGING A Cleaning and purging shall be as specified for each service and as follows: 1. Internal surfaces of piping shall be inspected and kept free of trash, dirt and corrosion. Dirty or corroded pipe will be cleaned to dean, new condition before assembly. 2. External surfaces of piping shot be cleaned of dirt, rust scale, grease and other foreign matter to be acceptable for painting. 3. Subcontractor shall provide temporary connections to water and drain lines for flushing all lines. 4. Clean all strainers after lines are flushed. 5. When lines are to be blown down with air, Subcontractor shall make temporary connections to services, provide air compressors or gas bottles to pressurize system. 6. Where lines are to be dehydrated by pulling a vacuum, Subcontractor shall provide vacuum pumps and other equipment required to dehydrate and test system as specified for service. B. Water Flush - Domestic Water, Process Water 1. Close all isolation valves at each piece of equipment. 2. Fill system up to isolation valves with city water (at city pressure). 3. At each piece of equipment or valve assembly connection disconnect union down stream of strainer and discharge water to a drain until a clear stream is flowing, system shall not be flushed thru equipment. 4. Reconnect union and repeat at each piece of equipment until all have been cleaned. 5. Open at isolation valves and fill rest of system. 6. Continue flushing systems, discharge water at all fixtures. '7. Charge system with water. Water shall be allowed to circulate thru the system for two hours. A drain shall be opened and checked to see if a clear stream is flowing. If not, repeat water flush procedure until a clear stream is achieved. 8. System is ready for pressure and leak testing. C. Jr Purge - Compressed Air 1. Air lines shall be blown out with compressed air. 2. Compressed air shall be at 100 to 125 psig. 3. All equipment and instruments shell be disconnected and protected from purge. 4. Contractor to provide compressed air for cleaning. 5. Blow one branch at a time to ensure adequate pressures and velocities. 3.8 TESTING DUCTWORK A. Test shall be conducted in accordance with the specifications in the manual of the Sheet Metal and Air Conditioning Contractors National Association, Inc. 3.9 LUB ICAI10N A. Before apedhng any egprnsn., the Corriroctor inert verify that d bearings. etc, roguing oil or grease Mall be lubricated as recommended by the manufactuer, uig the recommended type and weight of lubricants. Do not overcharge bearings s8h grease, as serfs may be damaged Bearings shot be inpected and set screws t4utened to ovoid shaft from turning in boxing. 3.10 NW SlSPECIiON A. Prior to fed acceptance, d system shat be operated by Subcontractor to test performance as deeded and to the satisfaction of the Owner and A/E 1. Air in duds shat circulate without excessive noise 2. Motors, fans and other equipment shat operate without excessive noise or vibration. 3. Heating, ventilating and air- conditioning systems shat maintain uxriarrn temperatures without drafts. 4. At valves wi be operated under pressure to prove operational. 5. Float and gases shat circulate throughout entire piping system without noise, vibration, water hammer, leases or air binding. 6. Drains shall flow freely without splashing, leaks, stoppoges, or excessive noise. 7. Pipe Gies will be installed in o neat, orderly maser with hangers and supports, anchors and gam• loops and swing joints instated. 8. N wakes and other items necessary for operation shot be in accessible locations. B. Defects demonstrated by inspections and test stall be corrected to the satisfaction of WE at no cost to A/E and Owner. C. On satisfoctory completion of inspections and tests, Subcontractor shall deriver a certificate of approval issued by administrative authority. D. Equipment and machines shall have idiot lubrication, and be aligned and tuned -up for efficient performance. E. At dean ing and purging shall be completed and systems shall be ready for operation by Owner. 3.11 PIPING INSTALLATION - SOL, WASTE, AND VENT A. Soil, waste and vent system shall be instated as required by governing code, Piping section and as follows: 1. Assembly, joints shall be as specified In Products section for piping materials for this service. 2. Sanitary drains shall be pitched as noted on drawings. Minimum pitch is 1/8 inch /foot B. Hangers or supports shall be provided within 2 feet of all joints on horizontal runs except screwed joints. Distance between supports on vertical runs will not exceed 15 feet C. aeanouts shall be provided at base of stocks, every 100 feet on buried sanitary drains on straight runs and at every change of direction. Ceanouts shall be line size up to 4 inch pipe size and 4 inch for 4 inch pipe size and larger. D. Lead fleshings fabricated of 61 lead shall be provided for floor drains above ground floor. Fleshings will extend not less than one foot beyond perimeter of drain. E. Sanitary drainage structures shall be as detailed on drawings. 3.12 PIPING INSTALLATION - HOT AND COLD WATER A. Soldering and Brazing procedures shall conform to ANSI 89.1 Standard Safety Code for Mechanical Refrigeration. B. Hot and cold water piping shall be installed as required by governing code, Piping Section, and as follows: 1. Assembly, joints shall be as specified for pipe and fittings specified for this service. Do not use 50/50 tin -lend solder. 2. Dielectric unions shall be used for transition from steel to copper pipe for prevention of electrolytic corrosion. 3. Pipe luxes will be pitched not less than 1 inch in 40 feet to low points. Drains will be provided at low point. 4. Air chambers will be provided for lines serving faucets. 5. Hot and cold water lines will be insulated as specified in the Insulation section. a. For piping 2 inches and smaller, hangers may be attached to bare pipe and insulation shall encase hanger. b. For piping 2 - 1/2 inch pipe size and larger, provide saddle of high density insulation and 16 gage galvanized steel protection cover. C. Cleaning- Purging 1. Piping shall be flushed with water on completion of work. 3.13 TESTING PIPING A. Leak tests shall be conducted on all piping systems before making final connections to equipment or applying insulation, baddiffing or concealing. Tests shall be conducted in presence of representatives of A/E, Owner and Authorities having jurisdiction. 1. Subcontractor shall provide temporary connections to services, instruments, pumps and cylinders of gas necessary for testing. Test instruments will be calibrated and have range and accuracy for a proper test 2. Tests may be made in sections so that other work may proceed. 3. Instruments, specialties and equipment that may be subject to damage shall be isolated during testing. 4. With system valved or plugged off, test pressure shall be maintained for the specified test period with no evidence of leaks. 5. Leaks and defects demonstrated by inspections and tests shall be corrected immediately and test repeated until system is proved tight 6. On completion of test, fluids from leaks will be cleaned up and fluid in pipe lines discharged where it will not interfere with work in progress or cause damage. 7. Pipe lines will be installed in a neat, orderly manner with hangers and supports, anchors and guides, loops and swing joints installed. All valves and other items necessary for operation shell be in accessible locations. B. Not and Cold Water Leak Test 1. Hydrostatic Test - Test with water at I -1/2 times the working pressure, but not less than 100 psi for two hours. Joints will be visually inspected for leaks. C. Soil, Waste and Vent Leak Test 1. Media - The piping of the plumbing, drainage, and venting systems shall be tested with water or air. The Administrative Authority may require the removal of any cleanouts, etc., to ascertain if the pressure has reached all parts of the system. After the plumbing fixtures have been set and their traps filed with water, they shall be submitted to a final test. 2. Water Test - The water test shall be applied to the drainage and vent systems either in its entirety or in sections. If applied to the entire system, all openings in the piping shall be tightly closed, except the highest opening, and the system filled with water to point of overflow. If the system is tested in sections, each opening shall be tightly plugged except the highest opening of the section under test, and each section shall be filled with water, but no section shall be tested with less than a ten (10) foot head of water. In testing successive sections, at least the upper ten (10) feet of the next preceding section shall be tested, so that no joint or pipe in the building (except the uppermost ten (10) feet of the system) shall have been submitted to a test of less than a ten (10) foot head of water. The water shall be kept in the system, or in the portion under test, for at least fifteen (15) minutes before inspection starts. The system shall then be tight of at points. 3. Air Test - The air test shall be mode by attaching an air compressor testing apparatus to any suitable opening, and, after closing all other inlets and outlets to the system, forcing air into the system until there is a uniform gage pressure of five (5) pounds per square inch cr sufficient to balance a column of mercury ten (10) inches in height The pressure shall be held without introduction of additional air for a period of at least fifteen (15) minutes. D. Test Gauges - Tests required by this Code, which are performed utilizing did gauges, shall be limited to gauges having the following pressure graduations or incrementations. 1. Required pressure tests of ten (10) pounds or less shall be performed with gouges of 1/10 pound incrementation or less. 2. Required pressure tests exceeding ten (10) pounds but less than one hundred (100) pounds shall be performed with gauges of one (1) pound incrementation or less. 3. Required pressure tests exceeding one hundred (100) pounds shall be performed with gauges incremented for two (2) percent or less of the required test pressure. 4. Test gauges shall have a pressure range not greater than twice the test pressure applied. 140()I%-- ( r EXPIRES 6/29/07- 1 .. REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT&T REIN AND PEJiI/1S B 5/14/01 b'SLJED FOR CONSTRUCTION , ■■■. _1_ Alt LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 -264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: PLUMBING FLOOR PLANS AND RISER DIAGRAMS CONSTRUCTION MANAGER jg5 ji k 4 COSM , cd Er . 3 -7 ENGINEERS 0 BUILD:: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN CONSULTANTS • IESII PA U DRAWN BY: JMH SCALE: AS SHOWN DATE: 12 -18 -00 , SHEET: ___) 1 20 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \PLBG \620P -1.DWG JH - t$2$ .3$ - •YIP - t .PLT - iI 16161 6 :6• :46 PM HD 18" AFF S 1109 4 "SAN 2 �d 4 "SAN IE -1.54 1 -1/2 " PARTIAL FLOOR PLAN SCALE: 1/4 " =1' -O" CONNECT TO EXISTING SANITARY DRAIN. VERIFY SIZE & LOCATION IN FIELD. SANITARY RISER DIAGRAM NOT TO SCALE S �1 - 2 "V UP IELEQ. 2 -VTR ROOM 4 "SAN 4 "A IE -1.52 - 50 i 4` K 1qQ � 1 D L IE -1.54 'S -+ O NNE TO EXISTING ANITAR RAIN. VERIFY ZE & L ATION IN FIELD. 6 . I 3 "SAN SS IE -1.50 L � FIRE RISER 1 TOT. (BY 11081 L - _1_112_VJ PARTIAL FLOOR PLAN SCALE 1 /4 " =1' -0" VIC AC UNIT CONT) I 2'V UP 2'VTR 4 "SAN IE -1.53 IE -1.50 1 SAN L IE -1.56 4 "SAN 2 `V 2 , SANITARY RISER DIAGRAM NOT TO SCALE • MEM CONNECT TO EXISTING SANITARY DRAIN. VERIFY SIZE & LOCATION IN FIELD. 1 "CW CONNECT TO E IST1N DOMESTIC WA R. VERI Y i SIZE & LOCATI N IN FIE D. 1 /2 "CW i 1 "BFP 48" AFF CONNECT TO EXISTI SANITARY DRAIN. VERIFY SIZE & LOCATION IN FIELD. 1" COPPER TO DRAIN 1" POC TO CW MAKE -UP TO AC UNITS 1 "BFP 48" AFF ELEC. ROOM 11091 1" COPPER TO DRAIN PARTIAL FLOOR PLAN SCALE: 1 /4" =1' -0' FIRE RISER 11081 SS WH2 TOTALC UNIT (BY f P CONT) PARTIAL FLOOR PLAN SCALE: 1/4"=1'-0" • WATER RISER DIAGRAM NOT TO SCALE BALL VALVE (TYP.) WATER RISER DIAGRAM NOT TO SCALE .) CONNECT TO EXISTING DOMESTIC WATER. VERIFY SIZE & LOCATION IN FIELD. LOOSING SINK TO BE REMOVED BY THIS CONTRACTOR. / 1 - -� 1 1 co JI CONNECT TO EXISTING • SANITARY DRAIN. VERIFY II SIZE a LOCATION IN FIELD. JJ r JJ _i ,JAI c3 C3 _ 11 _ t Tn;�; C3 c3 ; — BALL VALVE (TYP.) CONNECT TO EXISTING DOMESTIC WATER. VERIFY SIZE & LOCATION IN FIELD. I I I M ` u' I II; ' 1 L EXISTING TOILET FIXTURES TO BE REMOVED BY THIS CONTRACTOR. f - -r II NOTES- 1. REMOVE EXISTING HW PIPING FROM EQUIPMENT ROOM. 2. REMOVE EXISTING CW PIPING SERVING SINK, CAP CW BRANCH AT MAIN. 3. REMOVE EXISTING SANITARY PIPING FOR SINK. PLUG UG DRAIN WITH CONCRETE. MAKE SMOOTH IMTH FINISHED FLOOR. 4. REMOVE EXISTING TOILET FIXTURES AND ASSOCIATED WATER PIPING. CAP CW WATER PIPING AT CW MAIN. 5. REMOVE EXISTING HW PIPING. 6. REMOVE EXISTING VENT PIPING EXISTING TOILET AREA. 7. INSTALL PIPE PAN ON NEW AND EXISTING WATER PIPING IN EQUIPMENT ROOM. - - —*- EQUIPMENT Eat PARTIAL FLOOR PLAN SCALE: 1 /8" =1' -0" TYP CONNECTION CON TAN MEN),T ai m gum NEW 4 "SAN NEW 1- 1 /2"CW ROUGH -IN FOR 12 " FUTURE TOILET ROOM o AFF AG BFP CW EWC FD FP HD HW IE L PC SAN SS UG V VTR WC WH DOI N D UNUSED SPACE - b lo LEGEND ABOVE FINISHED FLOOR ABOVE GROUND BACKFLOW PREVENTER COLD WATER ELECTRIC WATER COOLER FLOOR DRAIN FIRE PROTECTION HUB DRAIN HOT WATER INVERT ELEVATION LAVATORY PUMPED CONDENSATE SANITARY DRAIN /SEWER SERVICE SINK UNDER GROUND VENT VENT THROUGH ROOF WATER CLOSET WATER HEATER BALL VALVE CHECK VALVE REDUCER BACKFLOW PREVENTER COLD WATER - VENT OE— FLOOR DRAIN W/P -TRAP NOTE: UNDERGROUND SANITARY DRAIN PIPING SHALL PITCH AT 1/8" PER FOOT MINIMUM. EXPIRES 29/py rr REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT&T REVIEW AID PE RIM 8 • 5/14/01 6SUED FOR CONSiRUCTION • ■011111■ AM LOCAL SERVICES ■ One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: PLUMBING SPECIFICATIONS AND DETAILS CONSTRUCTION MANA � / L- -7 f ENGINEERS C. ®/L DERS TELEPHONE # 847.698.4900 ARCHITECT/ a CONSOITANTS ENGINEER: THE AUSTIN COMPANY • DESIGNERS • ENGINEERS • CONSTBOCTODS DRAWN BY: JMH SCALE: AS SHOWN DATE: 12 - 18 - 00 SHEET: ___) 2 21 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \PLBG \620P -2.DWG IN !$u8 .SO • •2SP.2.PLT - 6/16/61 6:60:411 P11 2.0 PLUMBING 21 UNDERGROUND SOL WASTE AND VENT - PIPE AND FITTINGS A. Sanitary drain and vent systems under slab. B. Cost iron soil pipe and fittings shall be as follows 1. Cast iron, bell and spigot. 2 through 6 inch pipe size, service weight ASTM A74, ANSI A1125.1. C. Joints shall be os follows: 1. Bell and spigot - Push -on rubber gasket. ASTM C564 or lead oakum caulked joint. Pack joint with oakum to within 1" of top of hub, fill with molten lead, when cool caulk flush with top of hub. 2. Installation - in accordance with best practice and Cost iron Sol Pipe and Fittings Handbook prepared by Cast Iron Sol Pipe Institute. 3. Subcontractor shall have had prior experience with installation of underground sanitary sewer lines and have been trained by the pipe manufacturer as to their proper installation procedures. 2.2 ABOVEGROUND SOIL WASTE AND VENT - PiPE AND FITTINGS A. Pipe, fittings and accessories for aboveground soli, waste and vent system shall be as specified as follows. 1. Cast iron soil pipe and fittings shall be as follows: a. Cast iron - Hubless, asphalt coated with eiostomeric gasket, stainless steel cover and bands, Cast Iron Soil Pipe Institute (CISPI) Standard 301. 2. Joints shall be as follows: a. No hub pipe - Neoprene gasket and stainless steel cover and bands or cast iron couplings. b. Installation - In accordance with best proctice and Cast Iron Soil Pipe and Fittings Handbook prepared by Cast Iron Soil Pipe institute. 2.3 WATER AND CONDENSATE - PIPE AND FITTINGS A. Pipe, fittings and accessories for water shall be as specified as follows: 1. Type L copper water tube and fittings with solder joints through 3" pipe size. 2. Tube shall be 99.9% pure copper, Type "L ", hard, according to ASTM Specification B 88 -78. 3. Fittings shall be wrought copper fittings of same material and made especially for soldered connection. 95 -5 tin antimony solder shall be used. Self - cleaning flux will NOT be allowed without specific approval of A /E. Unions connecting steel pipe to copper pipe shall be dielectric. a. Wrought copper conforming to ANSI standard B16.22. b. Cast brass conforming to ANSI standard 816.18. c. Assembly shall be soldered, with soldered joints soldered to screwed adapters, or flanges at valves and equipment. 4. Unions for copper tubing shall be 125# brass unions, copper to copper seats, solder or screw ends. B. Valves for use with copper tube shall be as listed below. 1. Boll valves - 2 -1/2" tubing size and smaller, 400 WOG bronze body, Teflon seats and seals, bronze ball, bronze blowout proof stem, solder ends. a. Apollo Series 70 -200 b. Crane Capri - 9321 c. Nibco S580 2. Check Valves - 3" tubing size and smaller, 125 lb. bronze body and disc, screwed cop, solder ends. a. Crane 1707S b. Jenkins 1222 c. Waiworth 406SJ 3. Backflow Preventer (BFP) Backflow preventer shall be a reduced pressure principle type consisting of two in -line independent bronze body check valves with an Intermediate relief valve, with bail type test cocks and quarter -turn, full port, resilient seated bronze ball shut -off valves and air gap. Unit shall be mounted horizontally and shall be tested and certified under ASSE Standards. 1. Febco, Model 825Y 2. Watts, Series 009QT 3. Zum (Wilkins), Model 975XL 2.4 FIBERGLASS PIPE INSULATION A. Furnish and install all thermal insulation as specified herein on clean dry surface after testing, inspection and approval in strict accordance with these specifications and manufacturer's printed instructions. Insulation shall be of the type specified and as manufactured by one of the following, or an A/E approved substitute: 1. Owens- Coming 2. Pittsburgh- Coming 3. Certain -Teed B. Insulation, Covering, Tape, and Adhesive - shall meet the NFPA non - combustible requirements of flame spread not to exceed 25, and smoke developed not to exceed 100 as rated by Underwriters Laboratories for Pipe and Equipment Coverings R5583 U8.15. C. Fiberglass pipe insulation: ASTM C547, Class I unless otherwise indicated shall be heavy density pipe insulation, jacketed with vinyl coated and embossed vapor barrier laminated with pressure sealing lap adhesive, Fiberglass 25 ASJ /SSL. Thickness of insulation shall be as follows: 1. Domestic Cold Water 1 "thick 2. Condensate Drains l "thick D. Piping Shields: Shall be galvanized metal (glued to the insulation to prevent slippage) and the contractor shall adhere to the following schedule: Piping or Tubing Size: 1. 1/2" - 1 -1/2" 18 ga. Length - 12" 2. 2" - 4" 16 ga. Length = 12" E. Fittings, flanges, and valves shall be insulated with preformed insulation with PVC p-emolded one piece fitting covers, J -M Zeston or shop fabricated glass fiber covers, with a smoothing coct of J -M 375 finishing cement. F. Staples, Bands, Wires and Cement: As recommended by insulation manufacturer for applications indicated. G. Adhesives, Sealers and Protective Finishes: As recommended by insulation manufacturer for applications indicated. 2.5 PIPING SPECIALTIES A. Piping Specialties and accessories shall be provided as listed below. B. Pipe Sleeves: shall be provided for pipes passing through walls, floors and roofs as listed below. 1. Sleeves shall be galvanized steel pipe, standard weight. 2. Sleeve diameter shall allow for expansion of pipe lines, however, size shall be limited to reasonable clearance. 3. Length of sleeves shall allow sleeve to project 2 inches above floors and be flush with finished surface of walls and ceilings. 4. In fire walls and fire floors and where noted on drawings, space between sleeve and pipe will be pocked with fiberglass insulation. C. Escutcheon Plates: Escutcheon plates shall be provided on pipes passing through walls, floors and ceilings in finished rooms and areas. Escutcheon plates shall be chrome plated brass or pressed steel with concealed hinges and springs to hold position on pipes. D. Fleshings: shall be provided on all pipes penetrating the roof. Fleshings shall be watertight and extended one foot beyond perimeter and one foot above roof. 1. Where vents ore less than one foot above roof, flashing shall run to top of vent and fold over. Roof fleshings shall be fabricated of 4 lb. lead. 2. Fleshings for floor drains, roof drains and other items are specified in various Plumbing sections when fleshings are required. 2.6 PIPE HANGERS A. Clovis Hangers: Pipe hangers shall be of the adjustable clevis hanger type as manufactured by the following or on A/E approved substitute: 1. Grinnell Fig. CT -65 a. The following systems shall use the cevis type hanger as described: 1. Domestic Water 2. Pumped Condensate B. Hangers for cast iron soil pipe shall be manufactured by the following or An A/E approved substitute: 1. Grinnell Adjustable Clevis for Cast Iron Pipe -Fig. 590 C. Shields: Shields shell be provided for all insulated piping. 1. Provide a ribbed shield for clevis type hangers to keep hanger centered on shield. Protection against insulation damage shall be provided with this type of shield as shown on drawings. Shields shall be glued to insulation to prevent slippage. Shield shall be as manufactured by the following or an A/E approved substitute: a. Grinnell Fig. 168 2.7 FLOOR DRAINS A. Floor Drains (FD) - Cost iron floor drain, two piece body with double drainage flange, iockMg flange, locking flashing collar, weep holes, bottom hub or spigot outlet, odjustable 8" diameter nicks' bronze strainer, deep seal trap. 1. Josom, 3000E 2. Smith, 2010 -E 3. Wade, W- 1100TS 4. Zurn (Wilkins), Z -511 2.8 FIXTURES AND FITTINGS A. Plumbing fixtures and fittings shall be as listed below: 1. Chinaware shall be first quality, non - absorbent vitreous china of even color and without warpage. Color shall be white unless color is noted in description of fixture. 2. Enamelware shall be smooth, sound, iron castings, properly finished and provided with fret - quality high - temperature enamel; color shall be white unless color is noted in description of fixture. 3. Fittings shall be heavy, red brass castings, properly finished and chrome plated. Escutcheons shall be of brass, sawtooth type. All exposed piping and tubing shall be of red brass, chrome plated. 4. Each plumbing fixture shall be provided with all required water supply and waste fittings, local stops on hot and cold water supply, traps, and connections to wall. 5. Fixture supports and carriers shall be provided to support fixtures and fittings. B. Carriers and supports shell be proper type for fixture specified as manufactured by. 1. Jay R. Smith Manufacturing Company 2. Josom Manufacturing Company 3. Wade Division Tyler Pipe 4. Zurn industries C. Lavatory carriers shall be well supported, complete with concealed arms, leveling and securing screws and adjustable wall plate. 2.9 FIXTURES A. Accessible Water Closet (WC) 1. Bowl - Vitreous china, siphon -jet, elongated bowl, floor mounted, 1.5 gallon flush, 1 -1/2" top spud. Color shall be white. Water closet shall conform to ADA requirements. a. Crane Hymont Jr. #3 -816 b. Kohler Highdiff #K -4368 2. Flush Valve - Quiet, exposed, diaphragm type, chrome plated, ADA compliant, non -hold open type handle, 1" iPS screwdriver angle stop, adjustable tailpiece, vacuum breaker, spud coupling and flange for 1 -1 spud, 1.5 gallon flush. a. Sloan Royal Model 111 Low Consumption b. Zum Z- 6000 -WS -1 3. Extended white seat for elongated bowl, with open front and stainless steel or chrome plated self - sustaining hinge with check. a. Beneke 523SSNCH b. Church 295NSSC c. Olsonite 1OCCSS B. Accessible Lavatory (L) 1. White Vitreous china, 20" x 18 ", wall hung 4" faucet centers, concealed arm carrier. Rim of lavatory shall be 34" above finished floor to conform to ADA requirements. a. Crane Harwich 1 -412 -V b. Kohler Kingston K -2005 2. Faucet - 4" center -set lavatory fitting 3 -3/4" spout, soft flow outlet, single indexed lever handle, coupling nuts. a. Delta 501 b. Moen 4400 c. Symmons S -90 3. Supplies - Chrome plated, loose key angle stop, 3/8" IPS chrome plated inlets, 1/2" O.D. flexible risers and wall escutcheons. a. Chicago Faucet No. 1005 b. Elkay LK 1005 c. T &S Brass B -1306 4. Strainer - Chrome plated cast brass lavatory drain with perforated open strainer and 1 -1/4" 0.D. tailpiece. a. Chicago Faucet 327 b. EI jer 803 -0552 c. Kohler K -7715 5. Trap - 1 -1/4" x 1 -1/4" chrome plated 17 gauge cast brass adjustable P -trap, with cleanout plug, tubing to wall escutcheon. a. Crane 8 -5260 b. Eljer 804 -1180 c. Kohler K -9000 6. Safety covers for undercounter and under fixture plumbing shall be an insulated vinyl cover with tamper -proof locking straps and recloseable sealing strips. Covers shall be ivory in color. Covers shall be as manufactured by. a. Plumberex Specialty Products b. Truebro, Inc. C. Service Sink (SS) 1. Acid resisting enameled cast iron floor service sink with rim guard and strainer. a. EIJer 242 -0050 b. Kohler "Whitby" K -6710 2. Faucet - Rough chrome finish with vacuum breaker, stops in shanks, pail hook and " hose threads. a. Eller 749 -1450 b. Kohler K -8920 D. Electric Water Cooler (ewc) 1. Unit shall be wall mounted, self - contained, air cooled, refrigerated water cooler having a minimum capacity of 7.5 GPH when cooling water from 80'F to 50'F at 90'F ambient. Unit shall be UL approved, ADA compliant and comply with ARI standard 1010. Cabinet shall be stainless steel with front and side push bars. Unit shall have a HP, 115V, single phase, 60 cycle motor. a. Elkay EHFSA 8 b. Kohler HWCAB 2.10 ELECTRIC INSTANTANEOUS WATER HEATERS A. Water heater (WH1) shall be an electric instantaneous type, 208 V, 8.3 KW, 39 Amps, heating 1 GPM at a temperature rise of 57'. Unit shall hove an ABS -UL 94Vo rated cover. Heater body and element shall be gloss reinforced noryl. Element shall be a replaceable cartridge insert. Unit shall have o replaceable filter in the inlet connector. Element shall be iron -free, nickel chrome material. Heater shall be fitted with 1/2" compression nuts and sleeves. Maximum operating pressure of 150 PSI. 1. Chronomite S801 2. Eemax EX8208 B. Water heater (WH2) shall be an instantaneous type, 208 -120V, 18KW, 50A per phase, heating 2.0 GPM at a temperature rise of 61'F. Heater body and element shall be glass reinforced noryl. Element shall be a cartridge insert. Unit shall have a replaceble filter in the inlet connection. Element shall be iron free nickel- chrome wire. Heater shall be fitted with is compression nuts and sleeves. Maximum operating of 150 psi. Hot water storage tanks shall not be used. Unit shall be UL approved. 1. Chronomite 5801 2. Eemax EX180P3 PIPE STAINLESS STEEL CLAMPING RiNG ROOFING MEMBRANE INSULATION I -- • VENT PIPE PRE- MOLDED FLASHING - -� e e e e . • •• • • • • • . • • e SPLICING CEMENT LAP • • . • e • e • VENT FLASHING DETAIL NOT TO SCALE WATER CUT -OFF MASTIC SEALANT INDOOR VAPOR '\ BARRIER FINISH FIBERGLASS INSULATIO CEMENT INSULATION TO t � ,l REFER TO SPECS. FOR SIZES CALCIUM CIUCATE OR WOOD BLOCK WATER PIPE HANGER DETAIL NOT TO SCALE • 22 GAUGE COVER. FASTEN TO BOTTOM PAN WITH SHEET METAL SCREWS. PROVIDE RUBBER GASKET BETWEEN COVER AND PAN. WATER PIPE CAULK ALL JOINTS AND SEAMS. PIPE SHALL BE SUPPORTED SEPARATELY. TYP. FLOOR DRAIN DETAIL NOT TO SCALE jr FINISHED FLOOR SLOPE PAN DOWN TOWARDS MECHANICAL ROOM. ♦J HUB DRAIN DETAIL NOT TO SCALE PAN SHALL BE WATER TIGHT. W WIDTH AS REQUIRED TO CONTAIN PIPE. PAN (TROUGH) TO ENCLOSE WATER PIPE. INSTALLATION SHALL. PREVENT WATER SPRAYING OR DRIPPING ON EQUIPMENT. NOTE LOCATIONS ON FLOOR PLANS. TYPICAL PIPE PAN DETAIL NOT TO SCALE \tog s EARTH FiLL DEEP -SEAL TRAP (TYP.) STRAP HANGERS. FABRICATE PER DUCTWORK SPECIFICATIONS. WATER PIPE 20 GAUGE GALVANIZED SHEET METAL r EXPIRES 6/29/07. 1 REVISIONS: NO. DATE DESCRIPTION A 1/16/01 AT &T MOEN AND PERMS 8 5/14/01 65iD FOR OOII6181JCTON ■■ All LOCAL SER k7CES ■ One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: AC HUMIDIFIER AND CONDENSATE RISER DIAGRAM CONSTRUCTION MANAGER u ,c2.4®aa,c2 117D7 E RS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: Z3 THE AUSTIN COMPANY CONSULTANTS • DE$JCNLJS • ENGINEERS • CONSTRUCTORS DRAWN BY: WBB SCALE: NONE DATE: 1/3101 SHEET: 3 22 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M:\620\PLBG\620P-3.DWG JN - *$,$.'S - •t•P- aI.PLT . 6/16/.1 6:6$:4S PY AC HUMIDIFIER AND CONDENSATE RISER DIAGRAM NOT TO SCALE EXPIRES 6/29/0 z. ELEC, REMa/E EXISTING FIRE PROTECTION SYSTE I IN THIS AREA EXIST RISER FIRE DRY PIP RISER RISER na3 I d SWITCH CONTROL (1021 imits m .. of ems Imo. x:11 Ram; s-' FE • 4 AN "1"` 4- DOUBLE INTER PREACTION SYSTEM ORDINARY HAZARD .15 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 130 S.F. PER SPRINKLER. 165'F (MIN.). 1/2" Oi FICE RECE SED TYPE CHROME PENDENT SPRINKLERS F" R AREAS WITH CEIUNGS. SPRINKLERS S BE LOCATED IN THE • CENTER OF T E CEIUNG TILE. DOUBLE INTERLOCKED I.. PREACTION VALVE. VIKING "TOTALPAC" SYS EM WITH REMOTE AIR COM RESSOR. DRY PIPE SPRINKLER Saa'M .10 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 130 S.F. PER SPRINKLER. 1657, 1/2" ORIFICE, CHROME STANDARD PENDENT SPRINKLERS. DOUBLE INTFRIOCKF) PRFWTKIN TFM ORDINARY ZARD .15 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 130 S.F. PER SPRINKLER. 1657 (MIN. 2" CIRTFIC RECESSED TYPE CHROC E PEN . 1 - SPRINKLERS FOR AREAS WITH CEIUNGS. SPRINKLERS SHALL BE LOCATED IN THE CENTER OF THE CEIUNG TILE RECEIVING S • • • • REMOVE EXISTING ARE PROTECTION SYSTEM IN THIS AREA. aft I ♦( t` REMOVE SYSTEM IN EXISTING FIRE THIS AREA. I EQUIP, ROOM 1 1 DOUBLE INTERLOCKED PREAQTION SYSTEM ORDINARY HAZARD 15 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 7■ 130 S.F. PER SPRINKLER. 165T (MIN.), 1/2" ORIFICE, STANDARD UPRIGHT SPRINKLERS FOR AREAS WITHOUT CEIUNGS. FIRE PROTECTION FLOOR PLAN SCALE: 1/8"=.1'-0" IELC SPACE Im LEGEND FIRE EXTINGUISHER FP FIRE PROTECTION CPA I GENERATOR ROOM • • DRY PIPE SPRINKLER SYSTEM .10 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 130 S.F. PER SPRINKLER. 1657, 1/2" ORIFICE, CHROME STANDARD PENDENT SPRINKLERS. • NOTES; 1. SYSTEM CONTROL PANEL SHALL BE FURNISHED WITH "VESDA" SMOKE DETECTORS. 2. SYSTEM CONTROL PANEL SHALL BE FURNISHED WITH LOCAL TROUBLE ALARM DEVICE AND REMOTE AUDIBLE/ VISIBLE DEVICE. 3. VESDA DETECTOR SYSTEM AND REMOTE AUDIBLE/VISIBLE ALARM DEVICE SHALL BE FURNISHED, INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. 4. SYSTEM CONTROL PANEL SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR. 5. SPRINKLERS SHALL BE INSTALLED UNDER FIXED OBSTRUCTIONS OVER 4' WIDE SUCH AS DUCTS, DECKS, OPEN GRATE FLOORING, CUTTING TABLES AND OVERHEAD DOORS. 6. SPRINKLER DENSITIES SHALL NOT BE ALTERED. 7. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER FLOWS AND PRESSURE READINGS AND FORWARDING A COPY TO THE A /E. 8. WHERE STEEL PIPE IS USED IN PREACTION AND DRY PIPE SYSTEMS, PIPING MATERIALS SHALL BE LIMITED TO INTERNALLY GALVANIZED STEEL. 9. SUBMIT SHOP DRAWINGS, MATERIAL DATA AND HYDRAUUC CALCULATIONS FOR REVIEW BY AUTHORITIES HAVING JURISDICTION AND THE A/E. UNUSED SPACE 10. SUBCONTRACTOR SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE IN FIRE PROTECTION DESIGN AND INSTALLATION. 11. REFER TO ARCHITECTURAL DRAWINGS FOR REFLECTED CEIUNG PLANS. 12. SPRINKLER HEADS SHALL BE CENTERED IN CEIUNG TILES. 13. EXISTING FIRE PROTECTION SHALL NOT BE REMOVED UNTIL NEW SYSTEM IS OPERATIONAL AND APPROVED 14.SEISMIC BRACING FOR ALL FIRE PROTECTION PIPING SHALL COMPLY WITH NFPA & FM REQUIREMENTS CVS' S REMOVE EXISTING FIRE PROTECTION SYSTEM IN THIS AREA. • t h5K p ;v c `1 r.- �, ? ? , O • iip fe.f • - . , 4. „.6, 1 EXPIRES 6/29/07. REVISIONS: NO. A 8 DATE 1/16/01 5/14/01 5/24/01 ISSUED PER REVEW omens DESCRIPTION AT&T RIEI ER AND PERMS ISSUED FOR CONSTRUCTION AThT: imommomw LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 -264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: FIRE PROTECTION FLOOR PLAN AND DETAILS CONSTRUCTION MANAGER a 57 f7 L QCJ r HIERMORZ INC ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSULTANTS • BUMS • MINERS • CONSTRUCTORS DRAWN BY: JMH SCALE: AS SHOWN DATE: 12 -18 -00 SHEET: 23 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \FP \620FP -1.DWG la ' r ARCHITECT/ a THE ENGINEER: AUSTIN COM PAN CONSTRUCTORS TELEPHONE #: 907 - 264 -7343 cell:ItT,ulrse • ,�6 FLOOR: FIRST NODE TYPE: 1 DRAWN BY: JMH SCALE: AS SHOWN DATE: 12 -18 -00 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 vsse .$I - •Y•P ' -Y .YU 6/16/1111 6:611:411 PY 2.1 FIRE PROTECTION SYSTEM A. Shat be the same or A/E approved ate. B. Fire protection products shall be UL fisted and FM approved C. Except as noted on the drawings, ail materials, specialties, accessories, equipment and components provided under this contract shdl be new and shall comply in strict occordance with the requirements and with the approval /acceptance of all other governing authorities hodng jurisdiction. 1. All materiels shall bear approval labels and /or legible marking to comply with the requirements of ail governing authorities having Jurisd ction and these specifications. 2. AU moterids shdl be of the approved type, size, working pressure, temperature rating as required for the intended application. 3. Materials shdl be as required and where applicable as currently listed in the a. Latest Edition of NFPA Fire Protection Reference Directory and Buyers Guide. b. Latest Edition of approved Fre Protection Materials Guide from Underwriter's Laboratories c. Latest Edition of Factory Mutual System Approval Guide. 2.2 PIPING SYSTEM COMPONENTS A. All piping system components, fittings, joints, unions, etc., shall be in full conformance with requirements of NFPA No. 13, this specification, and all other applicable standards, as well as all governing authorities' requirements. 2.3 PIPING A. Pipe for aboveground fire protect on shall be carbon steel pipe. 1. Pipe and fittings shall be as listed below. a. Standard weight Schedule 40, A53, ANSI 836.10 or Schedule 10 pipe, ASTM A135 (for 2 -1/2" or larger pipe only), carbon steel. b. Fittings shall be 125 or 250 psi, cost iron, screwed ends, ANSi B16.4. c. Fittings shall be 150 or 300 psi, malleable iron, screwed ends, AS -NSI 816.3. d. Butt Welding Fittings - Matchirg pipe wall thickness, ANSI 1316.9, ASTM A234 WPA. 1) Elbows will be long radius unless otherwise noted on drawings. e. Weld Adopters - Forged steel for socket weld or screwed branch connections as manufactured by. 1) Allied Piping Products Company, Inc. 2) Bonney Forge 1. Joints for carbon steel pipe shall be as listed below. 1) Screwed Joints - Threads shall conform to requirements of ANSI B2.1. Cut threads full and clean using sharp dies. Threads shall provide proper number of perfect threads to provide metal to metal contact when screwed tight. Apply thread lubricant or teflon tope to mole threads. g. Tighten joint to leave not more than three threads exposed. Screwed joints will not be caulked with cord or other means to stop leaks. h. Flanged Joints - Conform to requirements of code for Pressure Piping ANSI B31.1. Gaskets will be provided suitable for service. Use full face gaskets with cast iron flat face flanges. i. Grooved Joints with Couplings and Elastomeric Gaskets - Assemble in accordance with manufacturers printed instructions for pressure tight joints. j. Welded joints shall be made following an approved standard welding procedure by certified welders in accordance with requirements of Power Piping Code ANSI B31.1 and Section IX ASME Boiler Code. 1) With oxygen acetylene torch use a neutral flame rod to match base metal and flux. k. Branch connections not exceeding 2' pine size and 1/4 size to main may be made by cutting and welding the branch connection to main. Branch corinentions may also be made with welding tees or forged steel adapters. B. Where steel pipe is used in preaction systems, piping materials shall be limited to internally galvanized steel. C. Assembly shall be screwed or rolled groove with flanges or unions at valves and equipment. D. Fittings shall be cast iron, or malleable iron, screwed, grooved or flanged, suitable for this service. 2.4 FITTINGS A. Cast -Iron Threoded Fittings: ANSI B16.4, Class 125, standard pattem, for threaded joints. Threads shall conform to ANSI B1.20.1. B. Malleable -Iron Threaded Fittings: ANSI B16.3, Class 150, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20.1. C. Steel Fittings: ASTM A 234, seamless or welded, for welded joints. D. Grooved Mechanical Fittings: ASTM A 536, Grade 65 -45 -12 ductile iron; ASTM A 47 Grade 32510 malleable iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. All fittings must be UL and FM approved and listed for a minimum of 300 psi working pressure. E. Grooved Mechanical Couplings: consist of ductile or malleable iron housing, a synthetic rubber gasket of a central cavity pressure- responsive design; with nuts, bolts, locking pin, locking toggle, or Tugs to secure roil- grooved pipe and fittings. Grooved mechanical couplings including gaskets used on dry -pipe systems shall be listed for dry -pipe service. All couplings must be UL and FM approved and listed for a minimum of 300 psi working pressure. F. Manufacturer: Flexible grooved end pipe couplings: 1. Central Model 705 2. ITT Grinnell Fig. 7001 3. Victaulic style 77 G. Manufacturer: Grooved end pipe reducing couplings: 1. Central Model 706, 716 2. ITT Grinnell Fig. 7010 3. Victaulic style 750 H. Manufacturer. Grooved end pipe outlet couplings: 1. Central Model 722 2. ITT Grinnell Fig. 7059 3. Victaulic style 72, 920 I. Manufacturer. Grooved end pipe flanged adapter nipples: 1. Central 2. ITT Grinnell 3. Victaulic J. Manufacturer. Grooved end pipe nipples: 1. ITT Grinnell Fig. 7080 2. Victoulic No. 43 K. Plain end piping systems are not acceptable for fire protection piping. L. Cast -Iron Threaded Flanges: ANSI 916.1, Class 125; raised ground face, bolt holes spot faced. M. Reducers shall be of 150# ductile iron construction. 2.5 PIPING SPECIALTIES A. Pipe Specialties and accessories shall be provided as listed below. B. Pipe Sleeves: Shall be provided for pipes passing through floors and walls as listed below. 1. Where hydrostatic pressure is expected, use cast iron wall pipe. Space between pipe and sleeve will be caulked water tight with lead and oakum, lead wool or "Link -Seal' mechanical sealant system, as manufactured by Thunderline Corporation. 2. Sleeves shall be galvanized steel pipe, standard weight. 3. Sleeve diameter shall allow for expansion of pipe lines. However, size shall be limited to reasonable clearance. 4. Length of sleeves shall allow sleeve to project 2" above floors. 1 4 2.6 VALUES A_ ,.,had be approved by and °ear identification marks of underwriters having jurisdiction. B. Viking 'TOTALPAC Preoction System 1. System shill be o free standing totally integrated, double interlocked preoction system riser assembly; completely pre - assembled and factory tested. The release control pond and electrical riser components shali be pre - wired with contacts for field connection to the power supply and electrical detection circuit. AM mechanical and electrical components of the system shah be contained in o 14 gauge metal cabinet. The double Interlocked preoction system shill utilize o detector system and pressurized air in the sprinkler piping. The system shall utilize o deluge valve and shall be arranged so the valve will open only when both pressure in the sprinkler piping is reduced and the detection system operates. Compressed air for the system shop be supplied by a remote tank type ok compressor with or maintenance device. Mr compressor shall be 120 volt, 60 hz, single phose. Air compressor should establish total required air pressure in 30 minutes. The air supply must be mohtained automatically. Unit shall have a 12 AH battery supply and pneumatic actuator. 'Totdpoc` system is manufactured by FlreFlex Systems, Inc., 770 Cure- Boivin Blvd, Boisbond, Quebec, Canada J7G2A7, (450) -437 -3473. C. Butterfly Valves: Shill be a 175 psi cost iron body, bronze disc, stainless steel stem, grooved end or wafer style body, with internd monitor switch, UL/F11 approved. 1. Grinnell Series 8000FP 2. Mueller 8 -3250 Series D. Gate Valves, shall have 175 psi working pressure, cast iron body, bronze stem, and traveling nut, outside stem and yoke, replaceable rubber seat, fanged ends. Voives shall be UL /FM approved. Valves shall be as manufactured by 1. American Darling 2. Kennedy Valve 3. Mueller Company E. Dry pipe valve shall be furnished as shown on the drawings and herein specified, complete with standard trim. This shall include but not be limited to pressure gauges, testing bypass, water flow pressure switch, drain valve, low air pressure alarm switch, and maintenance air compressor. Dry pipe valve shall be UL ?FM approved. Valve shall be Viking Model E. 2.7 SPRINKLERS A. 1657. 1/2" orifice, chrome pendent sprinklers, Viking Model M, or A/E approved substitute, for areas with ceilings. B. 1657, 1/2" orifice, standard brass upright sprinklers, Viking Model M, or A/E approved substitute, for areas without ceilings. C. Extra sprinklers, with cabinet and wrench shall be furnished for each type of sprinkler in accordance with NFPA 13. D. For general building areas: Escutcheon plates for sprinklers shall have same finish as sprinklers. 2.8 MISCELLANEOUS EQUIPMENT A. Fire extinguishers shall be fully charged and ready for operation. Units shall be 2 -1 gallon Class A and C water mist extinguishers. Units shall comply with NFPA standard #10, `Standard for Portable Fire Extinguishers." Extinguishers shall have standard manufacturers finish, mounting brackets for extinguishers not located in cabinets. Extinguishers shall be installed as per manufacturer's instructions. Extinguishers shall be UL listed and rated 2A: C. Extinguishers shalt be: 1. Amerex "Water Mist" Model 272 8. Meters and Gouges: Provide meters and gouges in accordance with the following listing: 1. Pressure Gauges 0 -50 psi range C. Water flow detectors shall be a vane -type sensor used to actuate dual SPDT snap - action switches. Detectors shall be UL /FM approved with NEMA 1 housings. Detectors shall be rated at 0.5 amps at 24 VDC. Detectors shall be as provided by. 1. Grinnell Model VSR 2. Viking Model VSR -F D. Supervisory switches for O.S. & Y gate valves shall have dual SPDT snap- action switches. Switches shall be UL /FM approved with NEMA 4 housings. Switches shall be rated at 0.5 amps at 24 VDC. Switches shall be as provided by 1. Potter Model OSYSU -2 E. Pressure alarm switches shall have dual SPDT snap - action switches. Switches shall be UL /FM approved with NEMA 4 housings. Switches shall be rated at 0.5 amps of 24 VDC. Switches shall be as provided by. 1. Potter Model PS10 -2 F. High/Low pressure alarm switches shall have dual SPDT snap - action switches. Switches shall be UL /FM approved with NEMA 4 housings. Switches shall be rated at 0.5 amps at 24 VDC. Switches shall be as provided by. 1. Potter Model PS40 -2 2.9 ESCUTCHEON PLATES A. Shall be provided on pipes passing through floors, ceilings, and walls in finished rooms and areas. Plates shall be chrome plated pressed steel and provided with concealed hinges and springs to hold position on pipes. 2.10 GASKETS AND PACKINGS A. Shall be the products of the following: 1. John Crane B. Type shall be as recommended by manufacturer for service. C. Full face gasket will be used with flat face flanges. D. Ring type gaskets will be used with raised face flanges. E. Gaskets shall contain no asbestos. F. Gaskets: 1. 1/8" thick full face, Buna -N rubber. a. John Crane Style 900 2.11 HANGERS AND SUPPORTS A. Hangers, Supports, and Accessories - Comply with Code for Pressure Piping ANSI B31.1.0 and MSS -SP5E and SP -89. B. Hangers and supports shall support piping filled with water with a safety factor of 5 based on ultimate strength, under all operating conditions. Hangers and supports will be spaced to prevent over stressing of building structure and ottached equipment. Hangers and supports shall allow free expansion and contraction of piping. Hangers and supports will support piping without sagging in excess of pitch specified for service. C. Where lateral or axial movement is anticipated, slides or other methods shall be provided to permit movement. Pipe spacing will allow for movement. D. Where vibration Is anticipated, vibration absorption mounts shall be provided. E. Hangers shall be as follows: 1. Constant support and variable spring hangers will be as scheduled on drawings. 2. Sway braces and vibration absorption mounts will be as noted on drawings and as specified for each service. 3. Pipe rolls and other special types of hangers will be used where noted on drawings or as specified for each service. 4. Three inch pipe size and smaller, adjustable ring or clevls hangers In compliance with MSS -SP69. F. Supports will include riser clamps, wall brackets, saddles, pipe rolls, trapeze assemblies, slide supports, and other devices necessary to support piping. G. Hangers - Plastic coated or taped piping with two layers of an approved plastic tape where hangers and supports touch plastic or dissimilar metals. 1. Steel hangers may be copper plated for use with copper tubing in lieu of plastic coating. H. Hangers and Supports - Attach to structural steel, poured concrete or masonry. Do not attach to metal decks, steel bridging or cross bracing, other pipes or electrical conduits. 1. Attachments will include 1. Beam dumps, welded studs or other approved devices for attachment to steel. Retaining dips will be provided for beam damps supporting pipe 4 " size and larger. 2. Malleable iron or wrought steel inserts with keyhole dots for precast or poured -in- place concrete. 3. Self drilling expansion shields and plugs for use with masonry or poured -in -place concrete. 4. Studs set by explosives are not permitted 5. Welded connections to structural steel is not permitted 6. It is not occeptable to fasten to the underside of roof deck for support of pipe. J. Channels, Angles, Box Channels, and Miscellaneous Steel - Provide auxiliary steel for pipe hangers between building structural elements, anchors and guides, and for pipe racks. 1. Steel - Galvanized steel or shop primed with an approved rust inhlithg paint. 2. Field Assembly - Belting or welding. 3. Rill or slide supports and insulation protection saddles, provide for piping on pipe racks. K. All thread rod shall be used. L Hangers and Supports - Space in accordance with Power Piping Code ANSI.1 and as follows. 1. Maximum spacing between pipe supports (in feet) for standard weight steel pipe and copper water tube Is scheduled below: Pipe or Tubing Size Alin. Rod Size Steel Pipe Copper Tubing 1/2 through 1 1 -1/2 2 2-1/2 3 4 5 6 8 10 12 2. For steel pipe 1/2 through 1 -1/2 inch pipe size with a pitch greater than 1 inch in 20 feet, distance between supports may be 10 feet. 3. Load carrying capacity of building structure may limit maximum span and location of hangers. Limits noted on drawings will take precedence over this table. M. Hangers and supports will be as manufactured by 1. B -Une Systems, Inc. 2. Globe Pipe Hanger Products, Inc. .. 3. Grinnell Corp. 4. Mason Industries, Inc. 5. PHD Manufacturing, Inc. 6. Tolco, Inc. 7. Unistrut Building Systems 2.12 FIRE - STOPPING A. Fire- Resistant Sealant: Provide one -part elostomeric sealant formulated for use in o through - penetration fire -stop system for filling openings around penetrations through walls and floors, having fire- resistance ratings indicated as established by testing identical assemblies per ASTM E814 by Underwriters Laboratory, Inc. or other testing and inspecting agency acceptable to authorities having jurisdiction. B. Products: Subject to compliance with requirements, provide the following: 1. "3M Fire Barrier Caulk CP -25"; Electrical Products Div. /3M. C. 3M Fire Barrier Caulk shall be Installed by 3M certified installers. 2.13 Maintenance Air Compressor A. Compressor shall be an electric motor - driven, air - cooled, single- stage, oil -less compressor. Compressor shall be equipped with a check valve and pressure relief valve. Unit shall be direct drive with permanently lubricated bearings, self - lubricating pistons, stainless steel valves, automatically resetting thermal protection, stainless steel mounting bracket, adjustable pressure switch. Compressor shall be 115V, 60Hz, single phase, UL /FM approved and sized accordingly to match dry system requirements. Compressor shall be Viking Model E Maintenance Air Compressor. 3/8 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2 5/8 5/8 9 10 11 12 14 16 17 19 22 23 7 5 8 8 9 10 12 "b01 • I EXPIRES 6/29/O12 REVISIONS: NO. A 8 DATE 1/16/01 5/14/01 DESCRIPTION AT &T ROAM MO POUTS ISSUED FOR CONSTRUCTiON A AT&T LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: FIRE PROTECTION SPECIFICATIONS CONSTRUCTION MANAGER ar:77 LI7 //.I ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 SHEET: FP 2 24 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \FP \620FP -2.DWG *u - 41044.410 - 10xerr- o.rio . bit6J$t 6:68:411 PM MAINTENANCE AIR COMPRESSOR ACCELERATOR NR INLET ANTI -FLOOD ISOLATION VALVE N.O. PRIMING WATER LEVEL TEST VALVE N.C. • SUPERVISED O.S. & Y. GATE VALVE --� DRY PIPE VALVE NOT TO SCALE 4. TIGHT TURNS ACCELERATOR i ANTI -FLOOD DEVICE SYSTEM DRAIN SPLAYED SEISMIC BRACING WIRE STEEL STRAP SEISMIC BRACING DETAIL AT STEEL BEAMS NOT TO SCALE STRUCTURAL SHAPE T O DRAIN �.._ DRAIN CUP ELECTRIC ALARM PANEL CONNECTION ALARM CONNECTION ALARM SHUT -OFF VALVE N.O. PRESSURE SWITCH 7/32' RESTRICTED ORIFICE ALARM TEST VALVE N.C. _ 1/8' COPPER TUBING PRESSURE GAUGE (TYP.) S PANEL MOUNTED ALARM 'VESDA' SMOKE DETECTOR SYSTEM 1 SPLAYED SEISMIC BRACING WIRE REMOTE AUDIBLE/ VISIBLE ALARM -� SEISMIC BRACING DETAIL AT OPEN WEB STEEL JOIST NOT TO SCALE AIR COMPRESSOR L_ WEB MEMBERS 4 TIGHT ...-- TURNS NOTES: SPLAY WIRES PARALLEL TO JOIST. SPLAY WIRES CANNOT BE PERPENDICULAR TO JOIST. BOTTOM CHORD OF TRUSS SHUT -OFF VALVE (.) r J RELEASE CONTROL PANEL SOLENOID VALVE 1• (N.C.) TO DRAIN STRAINER ORIFICE CHECK VALVE —� ALARM (S.Q.C.V.) PRESSURE SWITCH l �- P TO WATER I 1 (MOTOR 1LARM 1 ALARM TEST VALVE (N.C.) DRIP --+•- •(/� -- CHECK VALVE TO� DRAIN AIR MAINTENANCE EVICE & BYPASS PRIMING VALVE - WATER L.1 INLET , PR. GA. T PRESSURE OPERATED RELIEF VALVE (P.O.R.V.) CEILING CHECK VALVE (TYP.) I 1 TEST DRAIN VALVE (N.C.) TO SYSTEM LOW AIR PRESSURE SUPERVISORY SWITCH g WATER INLET SPRINKLER BRANCH UNE 2 STRAINER TO 7 (1 P.) ] i DRAIN I VIKING "TOTALPAC" DOUBLE INTERLOCKED PREACTION SYSTEM .. (ELECTRIC /PNEUMATIC RELEASE) ,NOT TO SCALE k I o AS REQUIRED f poi - 1(O9 SYSTEM MR PRESSURE GAUGE PRIMING CHAMBER PRESSURE GAUGE MAIN I l i/ DRAIN VALVE TO DRAIN 1 DRAIN CHECK VALVE WITH RUBBER SEAT DELUGE VALVE MAIN WATER SUPPLY CONTROL VALVE WITH TAMPER SWITCH �.1 SPRINKLER �. BRANCH LINE 1 SPRINKLER DROP POUSHED CHROME RECESSED ESCUTCHEON POLISHED CHROME RECESSED PENDENT SPRINKLER TYPICAL SPRINKLER DROP DETAIL NOT TO SCALE UPRIGHT SPRINKLER TYPICAL SPRINKLER DETAI NOT TO SCALE ENCLOSURE ---I CABINET I MANUAL EMERGENCY! RELEASE I EXPIRES 6/7.9 /O 1 REVISIONS: NO. A DATE 1/16/01 5/14/01 DESCRIPTION AT &T RUIN NO POYWS MED FOR CONSTRUCTION Ail:11 wommior LOCAL SER !/ICES One Teleport Drive, Staten Island, IVY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: FIRE PROTECTION DETAILS CONSTRUCTION MANAGER uAO§ ate I - j ff � ENG � UV � ®UV RS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSULTANTS • OESIUNEUS • LACINESS • CONSTHOCTOSS DRAWN BY: JMH SCALE: AS SHOWN DATE: 12 -18 -00 SHEET: P 3 25 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \FP \620FP -3.DWG *u - 41044.410 - 10xerr- o.rio . bit6J$t 6:68:411 PM MAINTENANCE AIR COMPRESSOR ACCELERATOR NR INLET ANTI -FLOOD ISOLATION VALVE N.O. PRIMING WATER LEVEL TEST VALVE N.C. • SUPERVISED O.S. & Y. GATE VALVE --� DRY PIPE VALVE NOT TO SCALE 4. TIGHT TURNS ACCELERATOR i ANTI -FLOOD DEVICE SYSTEM DRAIN SPLAYED SEISMIC BRACING WIRE STEEL STRAP SEISMIC BRACING DETAIL AT STEEL BEAMS NOT TO SCALE STRUCTURAL SHAPE T O DRAIN �.._ DRAIN CUP ELECTRIC ALARM PANEL CONNECTION ALARM CONNECTION ALARM SHUT -OFF VALVE N.O. PRESSURE SWITCH 7/32' RESTRICTED ORIFICE ALARM TEST VALVE N.C. _ 1/8' COPPER TUBING PRESSURE GAUGE (TYP.) S PANEL MOUNTED ALARM 'VESDA' SMOKE DETECTOR SYSTEM 1 SPLAYED SEISMIC BRACING WIRE REMOTE AUDIBLE/ VISIBLE ALARM -� SEISMIC BRACING DETAIL AT OPEN WEB STEEL JOIST NOT TO SCALE AIR COMPRESSOR L_ WEB MEMBERS 4 TIGHT ...-- TURNS NOTES: SPLAY WIRES PARALLEL TO JOIST. SPLAY WIRES CANNOT BE PERPENDICULAR TO JOIST. BOTTOM CHORD OF TRUSS SHUT -OFF VALVE (.) r J RELEASE CONTROL PANEL SOLENOID VALVE 1• (N.C.) TO DRAIN STRAINER ORIFICE CHECK VALVE —� ALARM (S.Q.C.V.) PRESSURE SWITCH l �- P TO WATER I 1 (MOTOR 1LARM 1 ALARM TEST VALVE (N.C.) DRIP --+•- •(/� -- CHECK VALVE TO� DRAIN AIR MAINTENANCE EVICE & BYPASS PRIMING VALVE - WATER L.1 INLET , PR. GA. T PRESSURE OPERATED RELIEF VALVE (P.O.R.V.) CEILING CHECK VALVE (TYP.) I 1 TEST DRAIN VALVE (N.C.) TO SYSTEM LOW AIR PRESSURE SUPERVISORY SWITCH g WATER INLET SPRINKLER BRANCH UNE 2 STRAINER TO 7 (1 P.) ] i DRAIN I VIKING "TOTALPAC" DOUBLE INTERLOCKED PREACTION SYSTEM .. (ELECTRIC /PNEUMATIC RELEASE) ,NOT TO SCALE k I o AS REQUIRED f poi - 1(O9 SYSTEM MR PRESSURE GAUGE PRIMING CHAMBER PRESSURE GAUGE MAIN I l i/ DRAIN VALVE TO DRAIN 1 DRAIN CHECK VALVE WITH RUBBER SEAT DELUGE VALVE MAIN WATER SUPPLY CONTROL VALVE WITH TAMPER SWITCH �.1 SPRINKLER �. BRANCH LINE 1 SPRINKLER DROP POUSHED CHROME RECESSED ESCUTCHEON POLISHED CHROME RECESSED PENDENT SPRINKLER TYPICAL SPRINKLER DROP DETAIL NOT TO SCALE UPRIGHT SPRINKLER TYPICAL SPRINKLER DETAI NOT TO SCALE ENCLOSURE ---I CABINET I MANUAL EMERGENCY! RELEASE I EXPIRES 6/7.9 /O 1 REVISIONS: NO. A DATE 1/16/01 5/14/01 DESCRIPTION AT &T RUIN NO POYWS MED FOR CONSTRUCTION REVISIONS: NO. DATE DESCRIPTION A i 1/11/01 AT&T NM/ ND PEWS 8 5/14/01 ISSUED FCR CONSIRILMON White Groan 480Y/277 Brown Orange _ Yellow Gray _ Green Alkii LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: ELECTRI CAL INSTALLATION SPECIFICATION CONSTRUCTION �� U MANA n G n ER /--� 7- [izllr-J. VQC 171 -3 7 ENGINEERS o BUILDETIF TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSOLWITS • •ESIBNERS • ENGINEERS • CONSTWCTORS DRAWN BY: MAL SCALE: NONE DATE: 01/05/01 - SHEET: 0 . 26 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: L: \620 \620- E01.DWG v oltage Phase A Phase 8 Phan C Neutral Ground 208Y/120 Back Red Blue White Groan 480Y/277 Brown Orange _ Yellow Gray _ Green 4. idM - ?128.$S - 112•- Eet- LAYOUTI.PLT - ;ii i•i $ :68:4$ PM PART 3 - EXECUTION 3.1 INSTALLATION A. ScheduMnq: The Electrical Subcontractor shall stay in constant communication with the General Contractor in regard to both the long range and immediate scheduling of the work and to respond to any changes in the construction schedule that will affect his work so as not to impede the progress of the job due to not hoeing equipment or materials on hand in time or inadequate crews avalab$e. B. Appearance: All work shall be neat, orderly, properly aligned and fitted and provide o workmanlike appearance. Exposed conduit shah run parallel or at right angles to building steal. Work shall be in strict compliance with applicabie Coda. See drawing A -1 for Building Code information. • nduit System: The con • uit - m shall be Installed in accordance with the following requirements: 1. Conduits and Junction boxes shall be fastened to the building structure with U- bolts, Unistrut. malleable Iron clamps (Steel City 500, RC, PC, and EC series), or Hilt' powder - driven studs where job conditions and local authorities allow. 2. Where obstruction prohibits attaching conduit or junction boxes to the building structure, all - thread rod and /or UnIstrut type auxillary supports shall be used. 3. No conduits of any type may be hung or tied to structure with wire. 4. Unless otherwise shown on the drawings, all conduit shall be concealed within ceiling, walls, floors, and underground where possible and shall be kept o minimum of 6' from parallel runs of flues or hot water pipes. 5. Conduit shall be securely fastened to all sheet metal outlets, junction boxes, and pull boxes with Iocknuts and bushings, care being observed to see that the locknuts and bushings are in firm electrical contact with the box. 6. Conduits shall be installed continuous between connections to outlets, boxes, and cabinets and shall have the minimum possible number of bends or fittings. Bends shall be made with an approved hickey or conduit bending machine and shall be smooth and without flattening. 7. Conduits shall be securely fastened in place with galvanized steel supports. Single exposed conduits for feeders shall be hung with hanger rods set in the construction above. Groups of exposed horizontal conduits shall be damped to channel supports and suspended from construction above. Vertical feeder conduits shall be securely clamped to steel members and attached to the building structural steel. Exposed conduit shall be supported in accordance with the following: Conduit Size Max. Spacing of Supports • 1/2' and 3/4' 7' -0' fond 1 -1/2" 8 1 -1/2" and larger 10' -0" Rigid metal conduit may be supported according to NEC Table 346 -12. 8. Conduit shall be thoroughly cleaned before installation. Conduit ends shall be capped and openings in conduit bodies, Junction boxes, and cabinets shall be plugged or covered during construction to prevent the entrance of foreign matter. All conduit shall be cleaned prior to inst_!lina wires or cable. 9. Ail conduit and fittings shall be supported independently of any suspended ceiling system components or supports. 10. No electrical raceway or device shall be supported from sheet metal roof deck. 11. Where conduit Is field cut, cuts shall be made square and carefully reamed to remove rough edges. A standard cutting die with 3 /4-in taper shall be used for all fielding threading. 12. The conduit system and pull boxes shall form o continuously conductive grounded system. 13. Conduit runs crossing buildings, equipment, or structural expansion Joints shall have expansion fittings installed in the area where the expansion joints are encountered. Expansion Joints shall be equipped with suitable grounding bonding jumpers or a built -in bond. 14. No more then four (4) 90 degree bends shall be installed in any conduit run between junction boxes, pull boxes, outlets, or other electrical equipment. 15. M conduit entries into NEMA 3R, NEMA 4, or NEMA 12 boxes or equipment that do not have threaded hubs shalt be made with Appleton Electric Company "Uni -Seal" rigid conduit hubs, or A/E approved substitute. 16. EMT (electrical metallic tubing shall be installed where conduit is shown in locations not subject to physical damage. Schedule 40 PVC (polyvinyl chloride) conduit shall be installed underground within concrete encasement PVC conduit shall be installed exposed where indicated on the drawings. PVC coated steel elbows shall be installed on all 90 degree bends in concrete encased PVC. 17. Conduit shall be sized by the contractor in accordance with the NEC wire fill tables, unless noted otherwise on the drawings. The minimum conduit size below grade shall be 3/4 ", and the minimum size above grade shall be 1/2'. 18. Install pull wires in empty raceways. Use no. 14 AWG zinc - coated steel or plastic line having not less then 200 pound tensile strength. Leave not less than 12 inches of slack at each end of the pull wire. 19. Conduits 2 inch trade size and smaller shall have a maximum length of 150 feet between Junction boxes with no more than two (2) 90 degree bends in the 150 feet Junction or pull boxes are to be included as required to meet this length limitation. 20. Use short length (maximum of 6 feet) of flexible conduit for connection to recessed and semi- recessed lighting fixtures. Equipment connections subject to vibration, noise transmission, or movement; and for all motors use liqutdtight flexible metal conduit Install separate ground conductor across flexible connections. D. Grounding: Installation of grounding conductors shall comp! with NEC Article 250 and the f • 1. Equipment grounding conductors shall comply with NEC Article 250 for size** and quantities, except where larger sizes or more conductors are indicated on the drawings. All •round conductors shall be copper. 2. • • with all brunch circuits and feeders and as indicated on drawings. 3. Separately derived systems required by NEC to be grounded shall be grounded In in accordance with NEC paragraph 250 -26. 4. Route grounding conductors along the shortest and straightest paths possible without obstructing access or placing conductors where they may be subject to strain, impact, or damage, except as indicated on the drawings. 5. Make connections in such a manner as to minimize the possibility of galvanic action or electrolysis. Select connectors, connection hardware, conductors, and connection methods so that metals in direct contact will be galvanically compatible. 6. Terminate insulated equipment grounding conductors for feeders and branch circuits with pressure type grounding lugs. Where metallic raceways terminate at metallic housings without mechanical and electrical connection to the housing, terminate each conduit with a grounding bushing. Connect grounding bushings with a bare grounding conductor to the ground bus in the housing. Bond electrically noncontinuous conduits at both entrances and exits with grounding bushings and bare grounding conductors. 7. Tighten grounding and bonding connectors and terminals, including screws and bolts, in accordance with manufacturers published torque tightening values for connectors and bolts. Where manufacturers torquing requirements are not indicated, tighten connections to comply with torque tightening values specified in UL 486A and UL 486B. 8. Grounding system shall be tested utilizing a fall -of- potential ground resistance teat. Tests shall be performed in accordance with instrument manufacturer's published testing procedures. Test results shall be submitted to the WE for review prior to completion of grounding installation. before the installation of -. . cedars is allowed 2. AN conductors shall be visuo»y inspected before Instailation for obvious insulation defects, shipping damage, proper marking, and conformance with drawings and specification requirements. 3. M cable shall be adequately lubricated with a industry recognized cable pulling lubricant as the cable is inserted into the raceway for puling. 4. Individual cables must not be bent during installation at radio lees than 8 times the cable diometer, or the cable manufacturers recommended minimum bending radius, whichever is larger. 5. Pulling tensions and sheave diameters must be such that sidewall pressure does not exceed 100 pounds per foot (tension divided by the sheave radius). 6. Pull conductors simultaneously where more than one is being installed in the same raceway. Use UL listed pulling compound or Lubricant whenever pulling cables in raceway or duct. 7. Use pulling means including fish tape, cable, rope, and swivel attachments to basket weave conductor or cable grips. Do not use rope hitches for pulling attachment to wire or cable. 8. Provide adequate length of conductors within electrical enclosures and train the conductors to terminal points with no excess. Do not bend conductors sharper than 8 times the cable outside diameter. Make terminations so there is no bare conductor at the terminal. Bundle multiple conductors, with conductors larger than number 10 AWG in individual circuit bundles. 9. Keep cable splices to a minimum. Install splice and tap connectors which posses equivalent or better mechanical strength and insulation rating than the conductors being spliced. Use splice and tap connectors which are compatible with the conductor material being spliced. 10. Tighten electrical connectors and terminals. Including screws and bolts, in accordance with the manufacturers published torque tightening values. Where manufacturers torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL 486A and 4868. F. Cabinets, boxes, and fittings shall be installed in accordance with the requirements of the NEC and the following: 1. Install items where indicated on the drawings and where required to suit NEC requirements and installation conditions. 2. Cap unused knockout holes where blanks have been removed and plug unused conduit hubs. 3. Support and fasten items securely in accordance with manufacturer's requirements. 4. Sizes of cabinets and boxes shall be adequate to meet NEC volume requirements, but in no case smaller than sizes indicated on the drawings, where sizes are specified. 5. Remove sharp edges where they may come in contact with wiring or personnel. 6. Install outlet and device boxes and associated covers and fittings of materials and NEMA types suitable for each location and In conformance with the following requirements: a. In interior dry locations install NEMA type 1, sheet steel or nonmetallic boxes and fittings as permitted by local code. b. In locations exposed to weather or dampness, install cast metal or glass fiber reinforced plastic NEMA type 3R outlet boxes and fittings. c. In wet locations, install NEMA type 4 outlet boxes and fittings. 7. Install pull and junction boxes of materials and NEMA types suitable for each location except as otherwise indicated. 8. Locate outlets at windows close to window trim. For outlets Indicated above doors, mount 9' above the top of door and center outlets above the door opening except as otherwise indicated. 9. Locate outlet boxes for switches and receptacles on columns or pilasters so the centers of the columns are clear for future installation of partitions. 10. For outlet boxes for switches and receptacles mounted in desks or furniture cabinets or in glazed tile, concrete block, marble, brick, stone, or wood walls, use rectangular shaped boxes with square comers and straight sides. Install such boxes without plaster rings. Saw cut all recesses for outlet boxes in exposed masonry walls. 11. At the following locations use cast metal, threaded hub type boxes with gasketed weatherproof covers: a. Exterior locations b. Where surface mounted on unfinished walls, columns, or pilasters. (Cover gaskets may be omitted in dry locations.) c. Where exposed to moisture laden atmosphere. d. At other locations as indicated on the drawings. 12. Iron alloy, waterproof, coat boxes with threaded raceway entries and features and accessories suitable for each location, including mounting ears, threaded screw holes for devices, and closure plugs shall be installed where indicated on the drawings. 13. Mount outlet boxes for switches with the long axis vertical or as indicated. Mount boxes for receptacles vertically except where indicated otherwise on the drawings. 14. Locate boxes so that the box covers or device plates will not span different types of building finishes either vertically or horizontally. 15. Locate boxes for switches near doors on the side opposite the hinges and close to door trim, except when the drawings show the switches located on the wall adjacent to the the door opening on the hinge side of the door. When the switch is shown on the wall adjacent to the hinge side of the door, the switch shall be installed in the wall in a location that will not be hidden behind the door when the door Is open. 16. Use plates sized to box front without overlap to cover surface mounted boxes. 17. P • = • : .. to s •.vent entrance of • laster, and debris. Thoroughly clean • egn ma e .. ea 18. Pull boxes and /or junction boxes in main feeder conduit rune shall shall comply with NEC 370 -28. C88 ride, or dev c cables may be secured. Arrange ca • es so they may be readily identified. Support cable at least every 30 inches inside boxes. 20. Provide pull and /or junction boxes for telephone, signal, and other systems at least 50 percent larger than would be required by Article 370 of the NEC, or as Indicated on the drawings. Locate boxes strategicaly and provide shapes to permit easy pulling of future wires or cables or types normal for such systems. 21. Mount cabinets or hinged door enclosures with fronts straight and plumb. Tops of cabinets and hinged door enclosures shall be 78 inches above floor. Set cabinets in finished spaces flush with walls wherever possible. 22. Electrically ground metallic cabinets, boxes, and enclosures. Where wiring to item includes a grounding conductor, provide a grounding terminal in the interior of the cabinet, box, or enclosure. 23. Upon completion of installation, inspect components. Remove burrs, dirt, and construction debris and repair damaged finish including chips, scratches, abrasions, and weld marks. 24. Repair damaged galvanized finish using a zinc -rich paint recommended by the equipment manufacturer. 25. Repair damaged paint finish using matching corrosion inhibiting touchup paint coating. G. wiring Doric= install wiring devices and accessories as Indicated, in accordance with the manufacturers written instructions, applicable requirements of the NEC, recognized industry practice and the following requirements: 1. Coordinate with other work, Including painting, electrical boxes, and wiring installations, as necessary to interface installation of wiring devices with other work. 2. Install wiring devices orhy in electrical boxes which ore clean; free from buNding materials, dint, and debrle. 3. Install galvanized steel wallpiot's in unfinished spokes. 4. Install wiring devices after wiring work is completed. 5. Install wall plates after painting work is completed. 6. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque tightening values for wiring devices. Where torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standard 488A, Use properly scaled torque indicating hand tool. 7. Protect installed components from damage. Replace damaged items prior to final acceptance. H. Supporting Devices: Install supporting devices to fasten electrical components securely and permanently 1. Coordinate with ccordance dIdi the structural ucui of and with other electrical installation. 2. Raceway supports shall conform to manufacturers recommendations for selection and installation of supports. 3. The strength of each support shall be adequate to carry the present and future load multiplied by a safety factor of at least four (4). Where this determination results in a safety allowance of less than 200 pounds, provide additional strength until there is a minimum of 200 pounds safety allowance in the strength of each support 4. Install individual and multiple (trapeze) raceway hangers and riser clamps as necessary to support the raceways. Provide U -bolts, clamps, attachments, and other hardware necessary for hanger assembly and for securing hanger rods and conduits. 5. Support parallel runs of horizontal rcx together on trapeze -type hangers. 6. Vertical conductor supports shall be in ed simultaneousy with installation of the conductors. 7. Support miscellaneous electrical components as required to produce the some structural safety factors as specified for raceway supports. Install metal channel rocks for mounting cabinets, panelboards, disconnects, control enclosures, pull boxes, junction boxes, transformers, and other devices. 8. In open overhead spaces, cast boxes threaded to raceways need not be supported from they except building where ing structun p or by bar hangers. Where bar metal boxes ar are used, attach bar to raceways on opposite sides of the box and support the raceway with an approved typo of fastener not more than 24 inches from the box. 9. Install sleeves in concrete slabs and walls and all other fire-rated floors and walls for raceway and cable installation. For sleeves through fire rated wall or floor construction, apply UL listed firestopping sealant in gaps between sleeves and enclosed conduits and cables in accordance with requirements of firestopping system being used. Firestopping sealant shall be "3M Fire Barrier Caulk CP -25`; Electrical Products Div. /3M. Firestopping sealant shall be installed by a 3M certified installer. 10. Install conduit sealing fittings for conduit penetrations of slabs on grade and exterior walls below grade and where indicated. Tighten sleeve seal screws until sealing grommets have expanded to form a watertight seal. Unless otherwise indicated on the drawings, fasten electrical items and their supporting hardware securely to the building structure, including but not limited to conduits, raceways, cables, cable trays, busways, cabinets, panelboards, transformers, boxes, disconnect switches, and control components in accordance with the following: a. Fasten by means of wood screws or screw -type nails on wood, toggle bolts on hollow masonry units, concrete inserts or expansion bolts on concrete or solid masonry. and machine screws, welded threaded studs, or spring - tension clamps on steel. Threaded studs driven by a powder charge and provided with lock washers and nuts may be used instead of expansion bolts and machine or wood screws. Do not weld conduit, pipe strops, or items other than threaded studs to steel structures. In partitions of light steel construction, use sheet metal screws. b. Holes cut to depth of more the 1 -1/2 inches in reinforced concrete beams or to a depth of more than 3/4 inch in concrete shall not cut the main reinforcing bars. Fill holes that are not used. c. Ensure that the load applied to any fastener does not exceed 25 percent of the proof teat load. Use vibration- and shock - resistant fasteners for attachments to concrete slabs. 12. Shop drawings for equipment supports shall be submitted to the A/E for approval prior to fabrication. 1 . 11. Electrical Identification: Electrical tdentiflcation shall be installed in accordance with the manufacturer's written instructions, the requirements of the NEC. and the following: 11. Coordinate names, abbreviations, colors, and other designations used in electrical identification work with corresponding designations specified or indicated. Install numbers, lettering, and color as approved in eubmittais and as required by code. 2. Where identification is to be applied to surfaces that require finish, install identification after completion of finish work. 3. Identify raceways of certain systems with color banding. Band exposed or accessible raceways or the following systems for identification. Banda shall be pretensioned, snap - around colored plastic sleeves, colored adhesive marking tape, or a combination of the two. Make each color band 2 inches wide, completely encircling conduit. and place adjacent bands of two -color markings in contact, side by side. Install bands at changes of direction, at penetrations of walls or floors, and at 20 foot maximum Intervals in straight runs. Apply the following colors: a. Fire Alarm System: Red 4. Identify Junction boxes, pull boxes, and connection boxes. Code - required caution sign for boxes shall be pressure- sensitive. self- adhesive labels indicating the system voltage in black preprinted on orange background. Printing shall be in English. Install the signs on the outside of the box cover. Also label box covers with the identity of contained circuits. Use pressure- sensitive plastic labels at exposed locations and similar labels or plasticized card stock tags at concealed boxes. 5. During trench backfUUng, for exterior underground power, signal, and communications lines, install continuous underground plastic line marker, located directly above the line at a burial depth of between 6 and 8 inches below finished grade. Where multiple lines are installed In a common trench or concrete envelope, and do not exceed an overall width of 16 inches; install a single line marker over the centerline of the trench. Where the trench exceeds 16 inches in width. Install two line markers 6 inches in from each edge of the trench at a burial depth of 6 to 8 inches below finished grade. Install line markers for underground wiring whether the wiring is direct buried, in raceway, or in concrete encased raceway. 6. Conductor color coding for secondary service, feeder, and branch circuit conductors shall be as specified in table below. Use conductors with color factory applied the entire length of the conductors except as follows: 0. The following field applied color coding methods may be used in lieu of factory coded wire for sizes larger than No. 10 AWG. 1. Apply colored, pressure - sensitive plastic tape to half - lapped tume for a distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply the last two (2) laps of tape with no tension to prevent possible unwinding. Use one (1) inch wide tope in colors as specified. Do not obliterate cable identification markings by taping. Tape locutions may be adjusted slightly to prevent such obliteration. 2. In lieu of pressure- sensitive tape, colored cable ties may be used for color identification. Apply three ties of specified color to each wire at each terminal or splice point starting 3 inches from the terminal and spaced 3 inches apart Apply ties with a special tool or pliers, tighten for snug fit, and cut off excess. 7. Power circuit identification shall be on securely fostensd pro - numbered Oolitic labels on cable, feeders, and power circuits in vaults, pull boxes, junction boxes, manholes, and switchboard rooms. The togs shah have numbers knprinted in them. The � information shall be the same as the corresponding designations on the 8. Tag or label conductors as follows: a. Conductors indicated to be for future connections under another contract or as deliberately installed spare conductors shah have identification indicating the source and circuit number, or the source and that the conductors ore b. Where multiple branch circuits or control wiring or communication /signal conductors are present in the same box or enclosure (except for three- circuit four -wire home runs), label each conductor or cable. Provide legend Indicating source, voltage, circuit number, and phase for branch circuit wiring. Phase and voltage of brunch circuit wiring may be indicated by means of coded color of conductor insulation. For control and communication /signal wiring, use pre - numberd plastic labels at terminations and at intermediate lo where conductors appear in wiring boxes, troughs, and control cabinets. Use consistent letter /number designations throughout on wire/cable marking. c. klatch identification markings with designations used in panelboards shop drawings, Contract Documents, and similar previously established identification schemes for the facility's electrical installation. 9. Apply warning, caution, and instruction signs and stencils as follows: a. Install warning, caution, or instruction signs where required by the NEC, where indicated on the drawings, or where reasonably required to assure safe operation and maintenance of electrical systems and of the items to which they connect. install engraved plastic laminated instruction signs with approved legend where instructions or explanations are needed for system or equipment operation. Install butyrate signs with metal backing for outdoor items. b. Emergency operating signs shall be engraved laminate signs with white lettering on red background. The lettering for these signs shall be a minimum of 3/8 inch high and shall be in English. The signs shall contain emergency instructions on power transfer, load shedding, or other emergency operations. 10. Apply equipment identification labels of engraved laminate on each major unit of electrical equipment in the building, including central or master unit of each electrical system. This includes communication /signal /olorm systems, unless unit is specified with its own self- explanatory identification. Except as otherwise indicated, provide equipment identification labels with a single line of text. with 1/2 inch high lettering on 1 -1/2 inch high label (2 inch high label if two lines of text are required), black lettering in a white field. Text shall match terminology and numbering on the contract Documents and shop drawings. Apply labels for each unit of the following categories of electrical equipment a. Panelboards, electrical cabinets, and enclosures. b. Access doors and panels for concealed electrical items. c. Electrical switchgear and switchboards. d. Control devices. 0. Transformere. f. Power generating units. g. Power transfer equipment 11. Apply clrcult /control /iitem designation labels of engraved plastic laminate for disconnect switches, breakers, push buttons, pilot lights and similar items for power distribution and control components above, except panelboards and alarm /signal components, where labeling is specified elsewhere. For panelboards, provide framed, type circuit schedules with explicit description and identification of items controlled by each . individual breaker. The panelboard schedules shall be Installed on the inside surface of the panelboard door providing access to the breaker operating handles. 12. Install labels at locations indicated and at locations for best convenience of viewing without interference with operation and maintenance of equipment J. Transformers: Traneforners furnished for this project shall be installed in conformance with the requirements of the NEC and the following: 1. Arrange transformer location in relation to other equipment and building walls to provide adequate spacing for cooling air circulation. 2. Identify transformers in accordance with the requirements of section 1 above. 3. Transformers shall be mounted on spring -type vibration isolators whether they are mounted on building floors or on supporting structures suspended from the building structure. 4. All conduit connections to indoor dry type transformers shall be made with liquid - tight flexible metallic conduit 5. Ground transformers and tighten connections to comply with tightening torques specified in UL Standard 486A. 3.2 TESTING A. General Tests: Acceptance tests as herein specified are defined as those tests and inspections required to determine that the equipment involved may be safely energized for final adjustment and operation: 1. The electrical installer shall provide ail necessary test equipment and shall be responsible for setting up the teat equipment and any other preliminary work in preparation for the electrical acceptance tests. 2. Equipment items which are damaged or destroyed as the result of energizing, testing, or adjusting the electrical system shall be replaced at no cost to the Owner. • 3. Phase rotation at all buses, panels, motors, and other important distribution and utilization points shall be checked as to conformance with Job requirements. 4. Control circuits shall b • -, • •, oning. 5. • :*' ore - cilia i . or ents, or flattened areas, and chipped, cracked, or broken se ons. 6. Prior to energizing circuits, check airing visually for damage, test wiring for electrical continuity, and for short circuits. Ensure proper polarity of connections is maintained. Subsequent to energizing. test wiring devices and demonstrate compliance with requirements, operating each operable device at least six times. Insulation resistance to ground shall be tested for 400a circuits and larger with a 1000 VDC megger for one (1) minute. Notify engineer of less than 50 me ohms to ground. 3.3 CLEANING argue circuits and demonetra e capab ' and compliance with requirements. Except as otherwise indicated, do not teat switches by operating them under load. However, demonstrate switch operation through six opening /closing cycles with circuit unloaded. Open each switch enclosure for inspection of the electrical contacts for pitting or other damage after the switch has been operated for the sixth cycle. Any switch showing any pitting or other damage shall be replaced and the operational test shall be repeated. 8. Prior to energization of panelboards, check with resistance tester the phase to phase and phase to ground insulation resistance levels, as allowed by the manufacturer's written instructions, to ensure requirements are fulfilled. a. Minimum acceptable levels are: 1. 600 V class and lower. 9. Prior to energization, check circuitry for gohms on 1000 V megohm -meter at continuity, and for short- circuits. A. Cleaning: Work areas shall be maintained in a clean and orderly manner. Debris and trash shall not be allowed to accumulate in work or temporary shop areas. The Contractor shall be responsible for the safe and sanitary condition of these areas. When temporary shop areas are moved about or removed from the job site, the area shall be thoroughly cleaned. Special attention shall be directed to the complete removal of all liquid waste such as cutting oil from floors and other building elements. All temporary facilities Installed by the Contractor in and around these areas shall be completely removed. bo\. iLoq rr EXPIRES 11/21/07.. e. /am FIE VISIONS: RErISIONS: NO. DATE DESCRIPTION A 1/16/01 ATILT NMI AND PERMS 8 5/14/01 5SJEJD FOR COMSTRJCIO C 5/24/01 ESJED PER REV COMMIS D 6/26/01 LSSiED FOR UTLJIY FMALT CURRENT E 5/16/02 REASON PER AKA. FIELD COMMENTS Jli Alriti LOCAL SER LACES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: ELECTRICAL SINGLE LINE DIAGRAM, SYMBOLS & ABBREVIATIONS 1 CONSTRUCTION MANAGER 7[ a� 1 7 m-y ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY NNBBLTARTS • • OSISTWCT181 DRAWN BY: MAL SCALE: NONE , DATE: 01/05/01 SHEET: H 0 2 27 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: L: \620 \620— E02.DWG 411114411106300101 Aim stew ate BULDNG EXTERIOR BY LNDLORD NEW XFMR BY UTILITY INCOMING FN PRIMARY SERVICE BY UTILITY UTLAY METERING SEE NOTE 11 AVAILABLE FAULT CURRENT FROM THE SECONDARY OF THE TRANSFORMER AS PROVIDED BY SEATTLE CITY LIGHT: 40,100 A RMS S•A NOTES: BULDNG MIENOR BY ESC ELECTRICAL ROOM 4 RUNS OF 4- 600kcmil APPROXIMATELY 4.5 FEET IN LENGTH 4 1 ( 31 w/ 3-500 Nan X►Ww -2 ND 1 41/0 GND X141111-2 (2) 3' C.O. CAPPED FOR FUTURE USE BY OTHERS 800A FUSED SWITCH 800A FUSED SWITCH D MDP1 30A / SEE NOTE 2� TVSS 3'C W/ 3- 1500kcmT XHHW -2 FAULT CURRENT WNW ER X4,549 A NS SYM 400A/3P MECHANICALLY INTERLOCKED SWITCH SEE NOTE 1 MOUNT ABOVE AATS1 SEE NOTE 5 & 6 1204 300A / 313 1. MTS1, PGCB, RDP1. RDP2, MHDP1 AND MHDP2 SHALL BE FURNISHED BY RAGNAR BENSON, INC. (RBI), INSTALLED BY ESC. 120A SEE DWG E-09 FOR SCHEDULE 7. THE AC UNITS AND THEIR CONDENSERS ARE BASED ON FOUR UNIT OPERATION. N THE FUTURE WHEN THE SECOND 800A SWITCH 15 ACTIVATED, RDP2 SHALL BE RELOCATED TO THE SECOND 800A SWITCH. AT THAT THE UP TO SIX UNITS WILL BE ALLOWED TO OPERATE AT ANY GIVEN TIE. THE NUMBER OF OPERATING UNITS IS SET BY THE AC CONTROLLER. 000A. 4804,3P ATS1 SEE NOTE 5 2. THE TVSS ON MDP1 SHALL BE JOSLYN 1456 -21 -D OR l,/E APPROVED SUBSTITUTE. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE TVSS ON RDP1, RDP2, MIIDPI AND MHDP2 ARE FURNISHED AND INSTALLED BY THE FACTORY. 3. ALL WIRING SHALL BE CU TYPE THAI - THWN -2 OR XHRI -2 FOR ALL WET LOCATIONS AND LOCATIONS WHERE TEMPERATURE MAY DROP BELOW FREEZING LINO. 4. MINIMUM INTEGRATED EQUIPMENT SHORT CIRCUIT RATING (ER) FOR ALL EQUIPMENT SHALL BE 35.000 AMPS UNO BUT NOT LESS THAN THE AVAILABLE FAULT CURRENT. 5. ATS1, CONTROLS /ALARMS J-BOX AND REMOTE ANNUNCIATOR PANEL FURN BY OWNER, INSTALLED BY ESC. CONTACT LEV ABRAMONICH AT (718) 355 -2664. 6. SEE DWG E-08 FOR WIRING DETNLS. 8. THE GENERATOR MAINLINE BREAKER SHILL HAVE GROUND FAULT PROTECTION PER NEC FOR FEEDERS OF 1000A AND GREATER. 9. PROVIDE A SIGN AT THE PGCB THAT READS 'THE PORTABLE GENERATOR MAINUNE BREAKER MUST HAVE GROUND FAULT PROTECTION E RATED 1000A OR GREATER.' 10. CONDUIT FOR ENGINE START WIRES TO PGCB (BY OWNER). 11. NEW SWITCHBOARD AND ELECTRICAL SERVICE PROVIDED BY LANDLORD. 12. PROVIDE A NEMA SIZE 1 COMBINATION STARTER, NON- FUSIBLE DISCONNECT, HAND-OFF -AUTO SELECTOR SWITCH, AMBER PUSH -TO -TEST PILOT UGHT, 480 -120V CONTROL POWER TRANSFORMER W/ FUSES, 2 N.O. & 1 N.C. AUXIUARY CONTACTS IN NEMA 1 ENCLOSURE INSTALL A SHEJ..DON CONTROLS MODEL pus-500 CURRENT SENSOR (800/234 -1452) ON THE 'B' PHASE AND ADJUST PER MANUFACTURER'S INSTRUCTIONS SO THAT THE CONTACT JUST CLOSES WHEN FAN 15 RUNNING. SEE WIRING DIAGRAM 2 ON DWG E -04. 13. ESC SWILL VERIFY ALL ELECTRICAL SOURCES HAVE A PHASE ROTATION OF A -B -C CLOCKWISE BEFORE ANY TRANSFER SWITCHES ARE TRANSFERRED. 120A /3P (2) /1 o wG2/D - Ncemi xHF#RI -2 774A 2'c W/ 3-13/0 XH11W -2 NO 146 GND XHHW -2 75WA, 480- 208Y /120VAC, 3- PHASE. 4 -WIRE. 60HZ, FLOOR-MTD DRY -TYPE XFMR, W/ COPPER WINDINGS, DECTROSTATK: SHIELD, K -13 RATING. SEE DTL 7 ON DWG E-07. 112.5WA, 480- 208Y/120VAC, 3- PHASE, 4-WRE, 60HZ. FL00R -MID DRY -TYPE XFMR, w/ COPPER WINDNGS. SEE DTL 8 ON DWG E-07. 3'C W/ 5- 250kani XHHW -2 - & 1 - 12 GND XHHW -2 1 1/4•C w/ 342 XHHW -2 de 1 -18 GND XHHW -2 3'C W/ 4- 250kcmi XHHW -2- & 1 - 12 GND XHHW -2 ,e/ e--3 /41. SEE NOTE 6 1 1/41. SEE NOTE 6 FAULT QXRRD1T MINIMUM ER = 33,741 ARMS SYM 161A FAULT CURRENT 27,576 A RWS SYM R N.C. N 4001r 48GN, 3PH 3W, GLAD Ti f PANEL l LDP1 1 1/4t, SEE NOTE 6 1 1/4'04 SEE NOTE 6 104A PANEL LDP3 T1 SQUARE D I-U E 480/AC 8004 IRA 3 PHASE CU BUSSING 3 WIRE NEMA 1 ENCLOSURE 60 HZ TOP FEED T 125A / T2 PANEL 10P2 / — (2) 31/2 w/ 3-500 kani X14* -2 NO 141/0 CND MAIL -2 400A / 3 i 245A DIYWiOIN DIT AL MARY TERMIM111011 TROUGH SEE DR 1 ON DWG E-08 SEE 101E 6 T46 DWG. 1 1/41.0. EPDP1 1 1/4 W/ 3- 12 XHHW -2 MECHANICALLY N AND 1-16 GND XHHW -2 INTRUDED SWITCH SEE NOTE 1 MHDP1 90A /3P 1/2'C W/ 3-112 AWG & 1 - #12 GND 1 1/4'C W/ 3-14 & 1 -#8 GND 4004, 480V, 3PI , 3W, GND 1 90A 2 90A /3P /3P 1 AC -1 AC -2 70.9A 70.9A AC -3 AFT ARCH ASYM AUX AWG BLDG B.O. c cs CKT CLG C.O. CU CT DIA DTL DWG ELEC EM ESC F FBO FLUOR GFCI GND INCAN kcmil 90A / D EMOTE ANNUNCIATOR PNEL (RAP) SEE NOTE 5t6 12004 . 48043P MTS1 SEE NOTE 1 I AC -4 N 4004 300A / , • /3P • FAULT CURRENT: ANNUM ER = 24,306 A RMS SYM SEE DWG E-09 FOR SCHEDULE 15A / ACU -1 SEE NOTE 7 ABOVE FINISHED FLOOR ARCHITECTURAL ASYMMETRICAL AUXIUA RY AMERICAN WIRE GAGE BUL D 4G BOTTOM OF CONDUIT, OR CONDUCTOR CIRCUIT BREAKER CIRCUIT CEIUNG 3'C W/ 3- 1500kan1T XHHW -2 AND 1 - 11/0 G10 XIIIW -2 ACU -2 N.C. . N.0 • 15A / NACU -3 70.9A 70.9A STAND -BY STAND -BY STAND -BY STAND- CONDUIT ONLY COPPER CURRENT TRANSFORMER DIAMETER DETAIL DRAWING ELECTRIC OR ELECTRICAL EMERGENCY ELECTRICAL SUBCONTRACTOR FUSE FURNISHED BY OTHERS FLUORESCENT GROUND FAULT CIRCUIT INTERRUPTER GROUND INCANDESCENT THOUSAND CIRCULAR MILS 11/4 SEE NOTE 6 SQUARE D I-U E 480/AC 12004 11LO 3 PHASE CU BUSSING 3 MIRE NEW 1 ENCLOSURE 60 112 TOP FEED 300x1 400A / • / • 15A /3P (4) 31 w/ 3-350 Nan /90/6-2 NO 143/0 GND MADE FEED -THRU WGS FOR FUTURE CONNECTION TO EPDP2 PROVDE ROOM FOR EPDP2 NEXT TO EPOP1 ABBREVIATIONS LTG MTD N N.C. NEC NIC NL N.O. PN LB PRI PVC RCPT REQ'D RGS RP SEC SHT SW SYM T.O. TYP LINO W/ W/0 WP XFMR XMTR �Y INTERLOCKED SWITCH 161A 90A /3P 1/2 w/ 3 - #12 AWG & 1 - 112 GND 1 1/4't W/ 3 -#4 do 1 - #8 GND 24X24' PULL BON TO E YID TO STRUCTURE ABOVE GENERATOR SEE DWG (-04. OONDUIS W E MENDED AND CONNECTED TO NEIER ATOR. 10 FUl. BOX MTD 10 STRUCTURE ABOVE GENERATOR. EPDP2 (FUTURE) oa � a T MHDP2 400A, 480V, AC -5 70.9A 70.9A LIGHTING MOUNTED NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CODE NOT IN CONTRACT NIGHT UGHT NORMALLY OPEN PUSH BUTTON OR PULL BOX PA NELBOARD PRIMARY POLYVINYL CHLORIDE CONDUIT RECEPTACLE REQUIRED RIGID GALVANIZED STEEL CONDUIT RECEPTACLE PANEL SECONDARY SHEET SWITCH SYMMETRICAL TOP OF TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT WEATHERPROOF TRANSFORMER TRANSMITTER 3'C W/ 3- 1500kcmi XIfIW -2 AND 1-11/0 GND XHIHW -2 SEE NOTE 1 99OA) 2 990A 3P 3P AC -6 3W. GND AC -7 70.9A STANDBY 15A /3P SEE NOTE 7 ACU -5 8.5A 8.5A 8.5A 23.7A 23.7A 15kW STANDBY 1/2'C W/ 3 - #10 AWG & 1 - 110 GND EXPOSED CONDUIT. CONDUIT CONCEALED N WALLS OR ABOVE LAY-IN CLG. HOMERUNS -SHORT MARKS INDICATE PHASE CONDUCTORS & SWITCH LEGS. LONG WRK INDICATES NEUTRAL. CURVED MARK INDICATES GROUND CONDUCTOR. S s3 COI MECHANICALLY INTERLOCKED SWITCH 15A / ACU -6 N.C. 15A /3P ACU -7 ONE -LINE DIAGRAM N.0 FAULT CURRENT MINIMUM IER = 24.796 A RMS SYM 30A 7 330A / 3P RTU -1 3P 31 NEW 3R NEW 3R RTU -2 SYMBOLS 2454 25A 9 30A /3P /3 V -1 3P I EXPIRES 1 21;'02 EF -3 RECEIVED CITY OF TU u J PERMIT CENTER 10 154 / SEE NOTE 12 3P 11A 9A RADIATOR FAN CONTROL PANEL SPECIFICATION GRADE 201, 120 -277V, SNGLE-POLE TOGGLE MI CH, GRAY, MTD 42'AFF LINO, HUBBU1. CAT. N0. IBL1221GY, W/ STEEL COVER PLATE. HUBBELL CAT. NO. S1 (1-GANG) OR S2 (2-GANG). PL PILOT UGHT, IBL1221PL RECEPTACLE PANEIBOARD - AS DESCRIED ON PMNEI80ARD SCHEDULES DISTIRBUTION PMlEIBQARD - AS COCKED ON PMELBONO SCHEDULES DRY -TYPE TRANSFORMER. SQE & VOLTAGE AS SHOWN ON ®1 COMBINATION STARTER W/ OVERLOADS - SIZE & TYPE AS SHOWN. 11 SPECIFICATION GRADE 204, 120 -277V, TIRES -AY TOGGLE SWITCI1, GRAY, MTD 42'AFF 1M0, HUBBELL CAT. N0. HBL1223GY, W/ STEEL COMER PLATE, HUBBELL CAT. NO. S1 (1- GANG). S2 (2-GONG) OR S3 (3- GANG). ,,1•k SPECWICATION GRADE DU LD EPTACL E, 204, 125V, NEMA 5-20R, GRAY, MTD VV..JJ� TOFF UNO, WELL CAT. NO. 5362Gf, W/ SMOOTH STEEL COVER PLATE HUBBELL CAT. NO. S8. DOUBLE DUPLEX RECEPTACLE, TYPE AS USTED ABOVE, MID 18'Alf UNO, HUBBELL CAT. 140. 5362GY, W/ SMOOTH STEEL COVER PLATE HUBBELL CAT. NO. S82. 0 JUNCTION BOX-SIZE & GAGE PER NEC U10 15'W x 4'L WRAPAROUND FLUORESCENT UGHTNG FDQURE. SEE FIXTURE SCFEDUIE ON DWG E-03 FOR DESCRIPTION. UGHITNG FIXTURE, AS DESCRIBED ABOVE, W/ DERGENCY BALLAST CONNECTED TO UNSwtTCHED CIRCUIT. 30A 12 REVRON NO. 1 VII CITY: TUKWILA, WA. 1. LIGHTING FIXTURES SWILL BE AS USTED ABOVE LIGHTING FIXTURE SCHEDULE OR A/E APPROVED SUBSTITUTE. gs “11 • o 1 DESCRIPTION MANUFACTURER & CATALOG NUMBER LAMPS MOUNTh1 G l n DESCRIPTION MANUFACTURER & CATALOG NUMBER LAMPS MOUNTING TYPE N0. PER FlXT. ANT S WATT TYPE N0 PER ma. LAMP WATTS A 118 120 INDIGO II - SPECIFICATION GRADE WRAPAROUND FLUORESCENT W/ CLEAR PRISMATIC ACII'YUC LENS, D(- FORM ED 20 GAUGE STEEL HOUSING, PREMIUM ELECTRONIC BALLAST, W/ MOUNTING STEAMS HUBBELL N0. WSW432T5 W/ (2) MOUNTING STEMS CAT. NO. 3500DSLN K LENGTH AS REVD) FWOR F32T8/ SPX41 SPX41 4 32 PENDANT MOUNT . 11' UNO G 150 120 EXISTING INCANDESCENT CAN UGHT (ALL LAMPS TO BE REPLACED W/ NEW TO MATCH EXISTING LAMPS). 1 150 MAX EXISTING B 118 120 SAME AS TYPE 'A' EXCEPT W/ BODINE 850 EMERGENCY BALLAST. HUBBELL N0. WSW43215 -2B W/ (2) MOUNTING STEMS CAT. NO. 35OUDSUN• (LENGTH AS REM)) FLUOR F32T8/ SPX41 4 32 PENDANT MOUNT 11' -O'AFF UNO H 295 120 DOSING H.I.D. WALLPA( UGHT FIXTURE 1 250 EXISTING, WIINTMNED BY LANDLORD C 87 120 SAME AS TYPE 'A' EXCEPT W/ 3 -1AMPS HUBBELL NO. WSW332T W/ (2) MOUNTING STEMS CAT. N0. 35000SLNa (LENGTH AS REQ'0) FLUOR F32T8/ SPX41 2 32 PENDANT MOUNT 11' -0'AFF LINO X1 11 120 LED DOT SIGN, WALL MOUNT, SINGLE FACE, RED LETTERING ON WHITE DIE CAST ALUMINUM ALLOY HOUSING, W/ EMERGENCY NICKEL CADMIUM BATTERY OPERATION CHLORIDE N0. CXLN1 Rw (ED WALL MID. 6' ABOVE DOOR LINO 0 64 120 TWIN TUBE, 4' FLOOR STRIP FIXTURE W/ PREMIUM ELCTRONIC BALLAST. HUBBEL #C232T FLUOR F32T8/ SPX41 2 32 PENDANT MOUNT 11' -0'AFF UNO E 64 120 SAME AS TYPE 'D' EXCEPT W/ BODINE B50 EMERGENCY BALLAST. HUBBEL fC232T -28 FLUOR SPX4 2 32 PENDANT MOUNT 11' -0'AFF UNO eoF 1\3 "'1J► F 80 120 EMERGENCY UGHTING UNIT, 12VDC, 450W OUTPUT, W/ STEEL HOUSING, Dc POWER SWITCH, AC POWER SWITCH MAC FUSE, w/ (4) - 12VDC, 3ow CHROME REMOTE LAMP HEADS & (2) - 2 -LAMP MOUNTING PLATES BATTERY UNIT- CHLORIDE NO. 111.450 -ACP1 DCPACF1 LAMP HEADS- CHLORIDE N0. G MOUNTING PLATE- CHLORIDE N0. MP2 PAR 36 TUNGSTEN #4405 - 4 - 30 - MOUNTED TO BOX AT 11' -0'AFF - - - - .3\% ,, 1 - .n�A1'T GE tea CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY @UNLTINT' • MOM • HINNN • CIN$T UCTNN$ DRAWN BY: MAL SCALE: 1/8n=1'-ON DATE: 01/05/01 12 VDC, 2f12 AWG IN 1/2'C (TYP FOR FIXTURE TYPE 'F') 1 &&&&& LDP1 -1,3,5 VIA LC1,LC2 & LC3 LDP1- 7,9,11 VIA LC4 & LC5 UNUSED SPACE 7_ - 1 r 21 G 21 G i TO EXHAUST FAN. CONTINUED ON DWG E-04 TOILET ROOM BATTERY BOX FOR TYPE 'F' WALL MTD. AT AFF () 19 Li ARE RISER ROOM ELECTRICAL ROOM 11 A 11 p SWITCH CONTROL ROOM X 102) SURFACE MTD TO CLG. I F 9 \ i 11 1 B 1 B 3 TOILET ROOM 19 H LDP1 -19,21 VIA LC6 9 X1 l — 2,G SL/IFACE YID TO CL6. 1 21 LIGHTING CONTACTORS, SEE NOTE 4 G 1 } 3 1 ; , TO NEUTRAL FOR I LDP1 -1 - O T 8t es 1 ° T s Q Q -- Z 9 T 1 -L — TIP 4..C1 -105 NOTE. PROVIDE SIX (6) ELECTRICALLY HELD UGHTNG CONTACTORS W/ NEW 1 DICLOSURES (SQUARE D CLASS 8903 TYPE L YODEL NO. LS20I102) OR A/E APPROVED SUBSTITUTE 1 LIGHTING CONTACTOR WIRING DIAGRAMS E-031 E-03 NONE 11 19 H , 19 LC1 LC2 LC3 LC4 LC5 1 3 5 7 9 1921 1sssss IOR'T11 3- 1t f /15#12- S 1#12610 Isssss SOUTH 3 -11AYS 1/2' W/6#12 t 1 #12GND E- 03�E -03 NONE SOW 2101. 120 Y. WID OR 1130E FA(26 NOR1k L3 LC5 LIGHTING CONTACTOR MOUNTING DETAIL f LDP3 -11 X1 3/4'C //3#12 1 #12iyi O 110A SIAM SQUARE D #9001 96112 414 UMW I LDP1- 1,3,5.7,9,1921 FROM LOAD I GENERAL NOTES: 1. MARIE QtwITRY SATED OF 11 (MG MME FOR ALL UCH= =um. UM PENCE CONDUIT SIES PER NEC. 2. PROVIDE AN UN XII CHED WERE TO EMIT SOG16 AND FDRl6IES DESIGNATED AS EMERGENCY WHITS EN THE F'D LINE TYPE. 3. PRO DE TRAPEZE TYPE HANGER WHERE REQUIRED TO SUSPEND LIGHT FDRURES AROUND DUCTMI» OR OTHER OBSTRUCTIONS. COORDINATE RISTALI A110N WITH OTHER DSCIPUNES. 4. PROVIDE 5 SWITCHES FOR CONTROL OF I OIVDUAL LIGHTING CONTACTORS. SEE D1L 1 & DTL 2 THIS SHEET FOR WIRING OF SNITCHES AND REVISION N0. r * 19 I EXPRES 11,2 ' 0 2. 19 REVISIONS: NO. A e c D DATE 1 /1ML{/01 5 /14/M 5/24/01 5/16/02 DESCRIPTION MIK MU NO PERM ISSUED FOR C0 G JCTION 65UFD PER REVIBI COMMENTS REVISION PER NU, FEUD COMMENTS MIT LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 w DRAWING TITLE: ELECTRICAL LIGHTING PLAN CONSTRUCTION MANAGER rgr7 / G3I NA L� RICE l'JSY®L ENGINEERS o BUILDERS TELEPHONE # 847.698.4900 SHEET: 03 28 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: � ,s�o,szo_ FILE: L: \620 \620— E03.DWG DoH 169 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 ARCHITECT/ ENGINEER: MI THE AUSTIN COMPANY l U$ TMR • ION= • OM= • NII$TNCTM6 DRAWN BY: MAL SCALE: 118" =1' -0" DATE: 01/05/01 SPA M. 41MW O NEW 3R PULLBOX BOLLARD - SEE NOTE 3. TYP OF 2. PGCB FUSED SERVICE DISCONNECT. SEE ONE -UNE DWG E -02. SPRINKLER SYSTEM CONTROL PANEL MIDP1 -9 - BATTERY ROOM EXHAUST FAN CONTROLLER. SEE DET. 1, THIS DWG. CONT'D ON DWG E -11 MDP2 (ARE) ATS2 (ARE) EPDP2 (FUTURE) SMOKE DAMPER CONTROL CONTACT RDP1- 1,3,5,7,9,11 NHNIF RDPI- 2,4,6,8,10,12... - - 3' -5 "± RDP2 1 ,3.5.7,9.11 •}1111111E RDP2- 2,4,6,8.10,12 1916; VC - (TYP FER 4 HOME RUNS) RECENNG ROOM 105 12 INSTANTANEOUS WATER HEA FURNUSHED AND INSTALLED OTHERS, WIRED • NON DWG E -11 MATERIAL LIST 1- SQUARE D CLASS 9003 TYPE K ROTARY CAM SWITCH /K2B001S. 2- SHELDON CONTROLS (800 - 234 -1452) CURRENT RELAY f CMS -500A. - SQUARE D CLASS 8501 TYPE KU, DPDT, 24V COIL 10A 0 120V CONTACT, w /BASE; IKU12V14. 4- SQUARE D PUSH TO TEST PILOT LIGHT, TYPE J, LID 24- 28VAC, RED, 1JT35LRR29. 5- SQUARE D CLASS 8536, FULL VOTAGE STARTER, NENU SIZE 1, 24VAC COIL w /OVERLOADS SIZED FOR MOTORS INSTALLED, iSCO3V01. SWITCH CONTROL ROM MHDP2 -9 102 e 1 • • 1 O 10 LDP1 -2,4,6 10 -- 10 •\I MHDP2 GA 107 . TL?i€� .. � ROOM DLS ONNECIS (SEE NOTE 5) LDP1- 1,3,5,7 (FOR INSTANTANEOUS WATER HEA 10, FURNISHED AND INSTALLED BY OTHERS, WIRED BY TO BE WIRED w/ TOILET ROOM UGHT FIXTURE (TYP RM 106 & 107). SEE DWG E -03. LDP1 -22,24 TINIIED ON DWG E -11 480V/30, 30A FLANGE MOUNTED wawa A 8 C E - E -04 SCALE: NONE CONTINUED ON DWG E -11 v-- 5114 N 1/2"C TD RTU -2 6"x6" WIREWAY, 8' -0" LONG, W/ DMDERS EVERY 2' -0% MTD AT BOTTOM OF STRUCTURE LEAVE 15FT OF WIRE IN WIREWAY FOR FUTURE EXTENSION BY OTHERS. LOCATION PER AT &T APPROVAL LDP2- 9,11,13,15 FUIVNISHHED & INSTALLED BY OTHERS N SUPPLYDUCT, WIRED BY ESC. �• -27 AC CONTROLLER LDP1 -29 VU SMOKE N LDP1- 8,10,12 LDP2- 17,19,21,23 14,16 •� RUED ON DWG E -11 BATTERY ROOM EXHAUST FAN CONTROL SCHEMATIC 10,12 120 LDP2- 18,20,22,24 17,19 o / EF -4 RUNNING / 0L1 OL1 a1 TO L-1 EF -5 RUNNING 22,24 CONTINUED ON DWG E -11 MHDP2 -1 2.4 LDP1 -29 VIA SMOKE DAMPER CONTROL : CONTACTOR - 14,16,18 BI CONTINUED ON DWG E -11 PROVIDE SIGN ON PANEL TO READ "IF EF -4 LIGHT IS NOT ON, THEN SYSTEM MAY BE FNUNG. IF NO LIGHT IS ON, THEN SYSTEM HAS FAILED. SERVICE IS REQUIRED." SYSTEM TO OPERATE N AUTO. EF -4 AND EF -5 POSITIONS ARE FOR SERVICING NEEDS. 31 -CONTINUED ON DWG E -11 16 NOTES: 1. AC CONTROLLER FBO. 'STALLED no WRED BY E. MSTNI NIEAOOIMECiN6 WING BOWED AC UNITS AND catamount PER AR COIQTIOIER CONTROL VA 'SG 1:010 0M ON E -10. SEE DWG E-08 FCR WRING BEfMFDI 1 0LL R AND D1m0IMENrM. MAW TERMINATION TROUGH. 2. IECHNNCAL EQUIPMENT SWILL HAVE POWER 06CONIECTNG Sti11CH INSTALLED BV WWl1FACTl1RFR LINO. DAMPER LIMIT SWITCH 2 BF -3 STARTER CONTROL WIRING E-.02_15.04. SCALE: NONE FOR QUANTITY AND SIZE OF CONDUITS SEE ONE -UNE ON DWG E-02 480:120 VAC LDP1- 38,40,42 LDP3 -4,6 o �•- CONTINUED ON DWG E -11 GENERATOR KEY TYPE SH SWITCH FOR FIRE MARSHALL IN NEW 3R ENCLOSURE GENERATOR ROOM MHDP2 -11 N.O. CONTACT FROM GENERATOR CONTROL PANEL 5. PROF A MEAN DUTY TYPE 604 2401. 2 POLE. 101-FUSED, NEW 1 0600NECI MITCH FOR I SUNINE0US WMIE R WAITERS 6. PROVIDE A NEJMY DUTY TYPE, 1001, 240V, 3 POE, NON-FUSED. NOM 1 DISC (SECT Sancti FOR MISTANTAlEOUS WATER HEATER 7. OAiPER ACTUATOR ANC LINT SWITCH FURIMSHED AND INSTALLED BY OTHERS, WIRED BY ESC. RUN 2114 FROM EACH 0010E TO THE TERM NALS N AC UNIT PER THE AR cowman CONTRA MtNG IMAM ON DWG E -10. (TYP ALL AC UNITS) 8 GENERATOR SUPPLY AR OMPERS, FURNISFfD AND 'STALLED BY OTHERS, WIRED BY ESC. THE DAMPERS SWILL BE POWERED FROM THE STMD -8Y GENERATOR PAWL A* NTERLOCIED SO THAT THE DAMPERS ARE OPEN BEFORE THE GENERATOR STARTS. VIVO D■PER PCTU1TORS PER DAMPER WY BE REWIRED. SEE DWG HN -1 FOR DAMPER LOCATIONS MD COORDINATE W/ SHEET METAL CONTRACTOR Y AR DAMPER ACUTATORS SEE NOTE 8 GENERATOR RADIATOR FAN CONTROL PANEL STAND -BY GENERATOR ESC TO PROVIDE ALL FIELD WIRING AND CONDUIT FOR GENERATOR INSTALLATION. 24VDC FROM ARE ALARM PANEL POWER SUPPLY N.C. CONTACT ON ARE ALARM PANEL EST POWER RELAY IN NEMA 1 ENCLOSURE E -04 E -04 SCALE: NONE CONTINUED ON DWG E -11 LPD1 -29 NEUTRAL q \-EXHAUST FAN NR DAMPER ACUTA SEE DTI. 2 THIS WG FOR WIRING. Ciao' of ;UFALA JUN 2 it `;�,12 SMOKE DAMPER ACTUATOR (TYP OF 18, SE PLAN FOR LOCATIONS) 3 SMOKE DAMPER CONTROL WIRING DIAGRAM SMOKE DAMPERS SHALL CLOSE WHEN FIRE ALARM PANEL GOES INTO ALARM NI RVI$ION N0. 1 4. REVS S: NO. A e C 0 DATE 1/16/01 5/14/01 5/ 5/16102 • DESCRIPTION A=&T WWI MO PEWITS EOM R3R CONSIALICIEM ISSUED PER RENEW COMBOS REASON PER A/41. FELD COMMENTS �T LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: POWER DISTRIBUTION FLOOR PLAN CONSTRUCTION MANAGER OL37 S G°�QN�NA L ENGINEERS o BUILDERS TELEPHONE # 847.698.4900 SHEET: 04 29 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: L: \620 \620— E04.DWG b 4 1 Lc? • w REVISIONS: w NO DATE DESCRIPTION A 1/16/01 AT&T ftllEI W( PEWS B , S/14/01 ISSUED FOR CpO67RJCilal C , 5/16/02 110430W PER AM, FED COMMIS J1/1 Ank LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: GROUNDING FLOOR PLAN CONSTRUCTION MANAGER 37f 1 aaz 1 _7 1 D7 ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY 141811TMNTS • MOM • MUM • OIM116CfIBt DRAWN BY: MAL SCALE: 1 /8' =1 '-0" DATE: 01/05/01 , SHEET: Fi: 0 5 30 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: L: \620 \620— E05.DWG SWITCH CONTROL ROOM 106 HMO 102 TOUT ROOM TOILET ROOM lice) ELECT ROOM 1 109 1 1 107 1 #4/0 AWG STRANDED COPPER CONDUCTOR. FOR CONTNUATION SEE DTL 1, THIS SHEET. SEE NOTE 5. OPGP GROUND BAR. MTD. ON WALL AT 8' 6" OFF. SEE DTL 1 & 2 ON DWG E-07. tL- G G G— -G—i 14/0 AWG STRANDED COPPER 0 RRE RISER ROOM CONDUCTOR CADW11.DED TO GROUNDNG ELECTRODE CONDUCTOR AT HSBL). RECEIVING ROOM (1) -750 kcmil TO NEW CITY WATER MAIN. LOCATION 'RI BE WITHIN 5' OF ENTRANCE TO BLDG. RELO COORDINATE. #4/0 AWG STRANDED COPPER CONDUCTOR TO STEEL BLDG. COLUMN. 1 105 I 3/4 x 10 COPPER CLAD STEEL GROUND ROD w/ TEST WELL SEE DTL 5 ON DWG E -07. #2 AWG BARE SOLID TINNED COPPER GND CONDUCTOR. SEE DTL 5 ON DWG E -07. #2 An BARE SOIJD TINNED COPPER CONDUCTOR. FOR CONTINUATION SEE PLAN VIEW, THIS SHEET. SEE NOTE 5. 3/411 x 10' -01 COPPER CLAD STEEL GROUND R00 w/ TEST WELL SEE D11 5 ON DWG E -07. i ILIFET EXTERIOR GROUNDING PLAN 1/8' - 1'-O' 1 11 N\ 3/411 X 10' -0' L COPPER CLAD STEEL GROUND ROD. SEE DTL 5 ON DWG E-07. #2 AWG BARE SOLID TINNED COPPER CONDUCTOR CADWELDED TO GROUND WIRE FROM OPGP AND TERMINATED IN SERVICE DISCONNECT USING DOUBLE BOLT COMPRESSION LUGS O C.O. GROUND BAR MTD ON COLUMN AT 8' -6' OFF. SEE DTL 3 ON DWG E -07. EQUIPMENT ROOM ILEC 103 #4/0 AWG STRANDED COPPER CONDUCTOR CADWELDED TO GROUNDING ELECTRODE CONDUCTOR AT 1NSBD AND CONNECTED TO GENERATOR GROUNDING LUG. CPA 1 104 1 LOOPS AND SHARP BENDS OF THE GROUND CONDUCTOR MUST BE AVOIDED. NO BENDS OF CONDUCTOR SHALL HAVE AN INCLUDED ANGLE OF LESS THAN 90° NOR BENDING RADIUS OF LESS THAN 12 ". G 800KW STANDBY GENERATOR NOTES: GENERATOR ROOM UNUSED SPACE 1. GROUNDING CONDUCTOR ROUTING SHALL MINI LZE THE NUMBER OF BENDS. 2. SUPPORT GROUND WIRE W/ T&B 'TY -RAP' CABLE 1E OR A/E APPROVED SUBSTITUTE EVERY 3' -0'. 3. ALL INSULATION ON GROUNDING CONDUCTORS SHALL BE CREEN, LOW- SMOKE, TYPE THWN -2 INSULATION. 4. SUBMIT GROUND RESISTANCE ZEST MEASUREMENT TO A/E PRIOR TO BACK - FILLING AND PATCHING PAV MOAT AND /OR CONCRETE. 5. WHERE STRANDED COPPER CONDUCTORS GO UNDERGROUND, THEY SWULI. BE CADWELDED TO THE SOUR TINNED CONDUCTOR. l vv 1 EXPIRES :';21/02 I 3 :s 2 L RECEIVED TUKWILA CIT`! 01 n PERMIT CENTER EVI$ION NOV 1 • • �9 w p� ��y� w REVIISI NS: �y� NO. DATE DESCRIPTION A 1/16/01 ANT TEAM AND mini 8 5/14/D1 6S1JID FOR CONSTRUCTION C 5/16/02 REVIS10N PER AHJ. MELD COtiE11TS J11/ Al Ilk LOCAL SERNCES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: ALARM PLAN CONSTRUCTION MANAGER /7n MAOAI AZ ? I 1 1D7 ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY ON$IITLMTI • MINIM • MEM • GI$TI STN6 DRAWN BY: MAL SCALE: 1 /8 =r-0 , DATE: 0V05/01 .. SHEET: H 0 6 - 31 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: L: \620 \620- E06.DWG 11 aft FIRE RISER ROOM 108 ELECTRICAL ROOM 1 09 SWITCH CONTROL ROOM P84-11 1 102 P84- r-, A P34-14 PB4-13 PB4 -12 P84-10 L! II l • PB4-9 TOILET ROOM TOILET ROOM 6'x6'x4' PULL FOR DC PLANT ----- ALARMS, SURFACE MTD TO BOTTOM OF STRUCTU SEE DWG E -08 P84 -7 FOR WIRING DET LS. LEAVE 15FT • OF WIRE IN PULL X FOR FUTURE EXTENSION BY . LOCATION PER AT&T APPROVAL - _1 RECEIVING RO01! 105 SPRINKLER' SYSTEM CONTROL PANEL FURN AND INSTALLED BY OTHERS, WIRED BY ESC. SEE DL. 4 ON DWG E-08 FOR SECURITY SYSTEM INSTALLATION AT THIS DOOR. 2 • CONSULT W/ LANDLORD FOR ANY REQUIRED FRE ALARM INSTALLER. AC -1 SOLD RaVR/RL DO CAP (TW AT AC UNITS & REAM Lit GRILLES) PB3 -9 P83-8 PB3-7 PB3-6 • P63-4 • P83 -3 PB4 -1 AC -2 FIRE ALARM & SPRINKLER SYSTEM DESCRIPTION: P82 -10 ENARONIENTAL ALARM P81 -10 TERIIWAT ON TROUGH (EATT). SEE DTL 2 ON DWG E-06. PB2-8 DROP PPE 1O SAMPLING PORTS AT AC (NT RETURN GRILLES WRIER OF SAIOLIIG PORTS 10 BE DETERMINED BY VESD% SYSTEM VENDOR PRIME UNION FR LNG NO PPE STNOOFTS FOR SAPLING WES AT AC UIET RETAIN GRLLES MOUNT STANDOFFS ON GRLLE FRAME TO HID SAMPLING PPE 2 TO 4 INCHES OFT GRILLE (TYP AT AC UAiTS). dl SMOKE DETECTION SYSTEM SAMPUNG PORT, MAXIMUM SPACING NOT TO EXCEED 10'-0' (TYP UNO) P62 -9 ESC TO INSTALL 3/4'C W/ 2112 AM FROM ENVIRONIENTAL ALARM TEMENATION TROUGH (EATT) TO BATTERY DISTRIBUTION FUSE BOARD (BDFB). INSTALL SEALTTE FITTNG ABOVE BOFB AT 12' -0'AFF. LEAVE 15 FT OF WIRE AT BDFB AND 4 FT OF WIRE AT EATT FOR FUTURE DRENSION BY OTHERS. P82 -7 P82-6 PB2 -5 PB2 -3 PB2 -2 ri r °' P81 -11r'+ r uff • 1 1 P82 -1 L_1 P81 -1• SEE DTL 1 ON DWG E-08 —' FOR SECURITY SYSTEM INSTALLATION AT THIS DOOR. L- VESDA SYSTEM SMOKE DETECTORS, FURN NO INSTALLED BY VESDA SYSTEM INSTALLER MOUNT ON WALL 54'AFF. MOUNT POWER SUPPLY UNDER DETECTORS. WRE 24VDC FROM POWER SUPPLY TO DETECTORS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTES THIS DWG FOR SYSTEM REQUIREMENTS. • P81-9 • PB1-8 RN -2 • PB1-6 • P81 -5 PB2 -4 • P81 -4 ROOM THERMOSTATS 1A, 1B AND HUMIDISTATS 1A, 1B MTD ON WALL 60 SEE DWG E-08 FOR DESCRIPTION AND WIRING DETAILS. • PB1-3 • PB1 -2 SMOKE DETECTION PPNG AT CEUNG SHALL BE CONNECTED TO THE VESDA LASER SCANNER DETECTORS SSD-1 & SSD-2. PIPING INSTALLED AT AC UNIT RETURN GRLLES SHALL BE CONNECTED TO THE LASER PLUS DETECTORS, SSD-3 & SSD -4. PIPING INSTALLED AT RTU RETURN GRILLES SHALL BE CONNECTED TO THE LASER PLUS DETECTOR, SSD -5. SMOKE DETECTOR ALARM OUTPUTS SHALL BE CONNECTED TO ZONE 1 & ZONE 2 OF THE SPRINKLER SYSTEM CONTROL PANEL (SEE DWG E -10). THE ALARM & TROUBLE OUTPUTS FROM THE SPRINKLER SYSTEM CONTROL PANEL SHALL BE CONNECTED TO THE NEW BLDG FIRE ALARM SYSTEM. MANUAL PULL STATIONS SHALL BE CONNECTED TO THE NEW FIRE ALARM CONTROL PANEL NEW FIRE ALARM NOTIFICATION CKTS SHALL BE EXTENDED TO NEW HORN /STROBES. ALARM & TROUBLE OUTPUTS FROM THE NEW FIRE ALARM SYSTEM SHALL BE CONNECTED TO THE APC SECURITY PANEL AS SHOWN ON DWG E-08. ESC SHALL RETAIN A UCENSED & QUALIFIED FIRE ALARM INSTALLER TO WAKE FIRE ALARM SYSTEM MODIFICATIONS. • � . SEE DTL 1 ON DWG E-08 I FOR SECURITY SYSTEM INSTALLATION AT THIS DOOR NEW FIRE ALARM CONTROL PANEL SECURITY OONTTRI(,'iat SNAIL SUPPLY ADDITIONAL CARD READER AT MS DCIERIOR DOOR TO PPFT611E YKIETI LOCK (SEE DOOR WHiaARE SCHEDULE ON ARcIETECIURAL DIGS). UTILOW DOOR M U UON P3R NSTAIU[110N OF WIC SLIME DETECTION SYSTEM SNWU NG PPM INSTALL 2 TO 4 INCNFS MUM ROOF DECK SUPPORT w/ MECIwiKx PPE HANGERS AT 5FT MAX SPACINGS (1Y11. PA4-2 . PA4-6 • PA4-4 • PM -3 • PA4-9 • - PA4 -1AC6 FIRE ALARM WM & PULL STATION. FURN & WALED BY ESC. CONNECT DEVICES TO NEW BLDG FRE ALARM SYSTEM INITIATING CKTS AS REVD. (TYP FOR 5 LOCATIONS THIS DWG). END CAP W/ SAMPLING PORT (TOP AT 8 PLACES) 1 101 1 11 PA3-9 r-1 • PA4-8 • PA3-8 • PA4-7 • PA3 -7 EQUIPMENT ROOM • PM -5 • PA3-5 SEE DTL 1 ON DWG E -08 FOR SECURITY SYSTEM INSTALLATION AT THIS DOOR. PA3-3 • PA3-2 • PA3-1 • • PA3-6 • PA3 -4 AC -5 , PA2 -5 • VESDA SMOKE DETECTION SYSTEM NOTES: (1) - LASER PLUS SCANNER DETECTOR W/ SCANNER DISPLAY MODULE, 12 RELAY VERSION, CAT. NO. VLS -304. SSD -2 FOR CEIUNG PIPING. T -3 LEC 1 103 1 PA2 -4 PA2 -3 • PA2 -2 PA2 -1 �-•j 1 PA�10 I • PA2 -8 • PA2 -7 • PA2-9 • PA2 -6 CPA 104 LI. SYSTEM COMPONENTS, INCLUDING SAMPUNG PIPING AND FITTINGS, SHALL BE AS MANUFACTURED BY VISION SYSTEMS NC, 35 POND NEC ROAD, HINGHAM, MA, 02043, USIA, PHONE ( 781) 740- 2223. SYSTEM INSTALLATION SHALL L BE DONE BY MANUFACTURER AUTHORIZED INSTALLER IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. SYSTEM SHALL BE VESDA LASER -PLUS SCANNER SYSTEM WITH VESDINIET WIRING, SEE E -10, AND SHWA INCLUDE, BUT NOT BE UMITED TO THE FOLLOWING FEATURES: (1) - LASER PLUS SCANNER DETECTOR W/ LCD PROGRAMMER AND SCANNER DISPLAY MODULE, 12 RELAY VERSION, CAT. NO. VLS -314. SSD -1 FOR CEIUNG PIPING. (3) - LASER PLUS DETECTOR W/ DISPLAY MODULE AND 7 PROGRAMMABLE RELAYS. CAT. NO. VLP -002. SSD-3 & SSD-4 FOR AC UNITS,: SSD-5 FOR RTU'S. (2) - MULTI-ZONE POWER SUPPLY W/ HOUSING, FOR 120VAC OPERATION, CAT. N0. WS -3000S -120. (10) - 12VDC, 12 AMP-HR SEALED LEAD -ACID BATTERIES, CAT. N0. VBT -012. (1) - LOT ORANGE CPVC SAMPUNG PPE USTED FOR SAMPUNG APPLICATION. INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE SIZING PER MANUFACTURER'S INSTRUCTIONS. RW€ AARIM HORN/STROBE FUMED AND INSTALLED BY ESC. CONNECT DEVICE TO NOM BUILDING FIRE ALARM SYSTEM IWTING CKTS AS REQ'D. (TOP FOR 11 LDCJUTIOH6 ON THIS DMG). CONNECT AC UNIT INTERNAL SMOKE DETECTOR TO NEW BUILDING FRE ALARM SYSTEM NDICJUTNG CKTS AS REVD. (TOP FOR EACH PC UNIT). • PA1-4 • PA1 -3 • PA1 -2 • PA1 -1 PA1 -5 SEE DTL 1 ON DWG E -08 FOR SECURITY SYSTEM INSTALLATION AT THIS DOOR. • 1 1 LJ GENERATOR ROOM 5 ' UNUSED SPACE ESC TO FURNISH AND INSTALL WIDE GAP OVERHEAD DOOR CONTACT, SENTROL CAT. NO. 2515A AND RUN WRING TO EATT. WIRE TERMINATIONS AT EATT BY OTH SEE DTL 4 ON DWG E- 08. J ESC TO FURNISH AND INSTALL LONG GAP DOOR CONTACT, SENTROL CAT. NO. 1082 AND RUN WIRING TO EATT. WRE TERMINATIONS AT EATT BY OTHERS. SEE DTL 3 ON DWG E-08. • r„ 1 EXPIRE. , 21 /c 2. ESC TO FURNISH AND INSTALL LONG GAP DOOR CONTACT, SENTROL CAT. NO. 1082 AND RUN WIRING TO EATL WIRE TE1 I AT1OHS AT EATT BY OTHERS. SEE DTL 3 ON DWG E-08. 1 1 LJ HATE- COMPENSATED HEAT DETECTOR, 194T RATING, FURN AND INSTALLED BY ESC, MTD AT BOTTOM OF ROOF JOISTS. DETECTOR SHALL BE NOTIFIER CAT. NO. 302 -AW -194 OR A/E APPROVED NOTIFlER CAT. NO. 302 -AW -194 OR A/E APPROVED SUBSTITUTE SEE DWG E -10 FOR WIRING DETAILS. LEGEND: FIRE ALARM HORN /STROBE AUDIO/VISUAL NOTIFICATION DEVICE, 115 CANDELA STROBE, 95dB 0 10 FEET. MID AT 80'AFF. FIRE ALARM MANUAL PULL INITIATING DEVICE, SINGLE ACTION, HARD WIRED. MTD AT 42 OFF. 14� 2 t L•.::- SPOT TYPE PHOTOELECTRIC SMOKE DETECTOR USTED AS BEING COMPATIBLE w/ THE VIKING TOTALPAC SPRINKLER SYSTEM CONTROL RECEIVED PANEL CITY O, TUKW ILA is PERMIT CENTER ULTRAVIOLET FLAME DETECTOR, FURN AND INSTALLED BY ESC, MTD 4• \ 8'- O'AFF. DETECTOR SHALL BE NOTIFIER CAT. N0. 30 -2021E W/ SWNEL MOUNT CAT. N0. 10 -3995 OR A/E APPROVED SUBSTITUTE SEE DWG E -10 FOR WIRING DETAILS. F1 �Q - 169 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 -264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 ARCHITECT/ ENGINEER: a THE AUSTIN COMPANY CONSULTANTS • IRiIGNEU • INGUIERI$ • CONSTITUENTS DRAWN BY: MAL SCALE: AS SHOWN DATE: 01 /05/01 BJTi - OBI - 4211- 167- LAYOUTI.OLT - 6124/61 6:24:60 PM W TYPE CADWELD =moots BY 0000 OR A/E APPROVED SUBSTITUTE LOCATED ON TOP OR BOTTOM TO FACfJTA1E FED ORSITATTON. CONTEC'TIONS MAY BE LOCATED ON TOP OR BOTTOM TO FACIUTATE FED ORENEATIONL CADWELD OR IJSTED 2-HOLE COMPRESSION LUGS ARE ACCEPTABLE FOR THESE CONNECTIONS /4 /o GROUND RUN BUILDING STEEL / 75011aa7n1 TO MATER MAIN j GROUND TO GROUNDING ELECTRODE CONDUCTOR AT NOTE: !AMAIN MIN. 12' BEND RADIUS ON ALL GROUNDING CONDUCTORS 7 E-02 E-07 E- 051E-07 1 E- 051E-07 — PROVIDE PERMANENT BRASS TAG MOUNTED AT GROUNDING CONNECTION W/ 'AT &T =CAL GROUND' MARKED ON ONE SIDE AND DESTINATION MARKED ON BACK OF TAG. (TYPICAL) SCALE: NONE 75(VA DRY -TYPE TRANSFORMER flNISNED FLOOR 2 BABE COPPER OPGP GROUND BAR DETAIL SCALE NONE CLEAR PLASTIC SHRINK WRAP MP.) FRONT VIEW CADWELD j2 BARE SOLID TINNED COPPER CONDUCTOR TO C.O. GROUND BAR OR BUILDING STEEL. PROVIDE A GROUNDING BUSTING MID CONNECT THE BUSHING TO C.Q. GROUND BAR w/ i2 INSULATED CU CONDUCTOR. CONDOR SHALL BE EMT SUPPORTED BY INSULATING SUPPORTS SO THAT THE ONLY ELECTRICAL CONDUCIVE CONNECTION TO THE CONDUITS AND PANE ARE AT THE TRANSFMORMER. 1, 24' O • ftt TOP VIEW PROM POI MILE BRASS MG MOUNTED A CRP GROUND BAR !X>NECTIOIL w/ "I1nT CRITICAL GROUT)' MOWED C 1 OIE SU AND OFSIWITION MARKED ON BACK OF TAG. (TYPICAL) d 9/16' DIA MOI6I111G HOLES (4 TIP.) 0 0 BURNDY TYPE GAR -TC CONNECTOR: FOR GABLE MOUNTED ETHER PEER:JI CLAAR OR AT 45 TO PIPE ALL COPPER ALLOY GROUND CONNECTORS TO BE SPECIFICATION GRADE 4 WATER PIPE GROUND CLAMP DETAIL FOR OPGP BUSBAR THE GROUND ROD TRIAD CONNECTIONS AND THE CA. GROUND BAR MUST BE NSTAUFD OPPOSITE ONE ANOTHER AND ON THE SAME AXIS (AS SIMIAN) `> —i4/o STRANDED COPPER TO GROUND ROD TRIAD NOTE LOOK WASHERS SHALL BE PROVIDED ON NUT SIDE OF ALL CONNECTIONS. RAT WASHERS SHALL L NOT BE NSTALIED. SEE DTL 3 ON THS DWG STEEL BUILDING COWL N ISOLATED GROUND TRANSFORMER AND PANEL GROUNDING DETAIL SCALE: NONE TO LTG & RCPT J -BOXES. SEE DWG E-04. 2' -O N FIBERGLASS UNISTRUT (TYP) ISOLATED GROUND PANELBOARD FINISHED GRADE GROUND TEST BOX - 11 POLYMER CONCRETE, 17' DEEP W/ SS BOLTS. LOGO = 'GROUND'. MFG BY STRONGWEIL (423)346 -3062 OR CDR SYSTEMS (904) 615 -9510 3/4'4 X 10' LONG CU -CLAD STEEL GROUND ROD THERMAL WELD TO OTHER GROUND RODS E- 021E -07 E- 051E-07SCALE: NONE NOTE: 1. UNISTRUT MUST BE MOUNTED TO STUDS N WALL IT WY BE MOUNTED VERTICALLY OR HORIZONTALLY DEPENDNG ON THE LAGOON OF THE WALL FRAIDIG. 2 OPGP BUS BAR DETAIL SCALE NONE E- 051E-07 2 AWG SOLID TINNED COPPER GROUNDING CONDUCTOR 5 GROUNDING DETAIL 75KVA DRY -TYPE TRANSFORMER j2AWG BARE COPPER GROUND CONDUCTOR SCALE: NONE I2AWG BARE COPPER GROUND CONDUCTOR. CADWELD TO C.O. GROUND BAR. 3/4' PVC OR EMT CONDUIT GROUNDING BUSHING (F DR) L 1 ■ CABLE TO ROD CONNECTOR THERMAL WELD GROUND ROD TO OPGP TO OTHER GROUND RODS COGB 8 TYPICAL DRY -TYPE TRANSFORMER GROUNDING DETAIL NOM 1 PROVIDE PERMANENT BRASS TAG MOUNTED AT C.O. 1. CARED 750 bans FROM (HOUND BAR CONNECTION W/ 'AT &T CRITICAL. OPGP AND FROM ANY GROUND' MARKED ON DALE SW MD DESMATION TRANSFORMER PER N.E.C. MARKED ON BACK OF TAG. (TYPICAL) 2. MOUNT CA. GROUND BAR SIMILAR TO DTL 2 ON THIS DING. SEE DTI. 3 ON THIS DWG STEEL. BUILDING COLUMN FINISHED FLOOR 2 1/2' -- - ---.!" F 1 3/4' I r� 1 3/4' 0 1 — 0 -- 0 0 3 C.O. GROUND BAR DETAIL SCALE: NONE 0 � 1 03/8'IIP OF 24 BOLT H i v 1 1/r E- 05IE-o7 2' 0'D BAR 0 SCALE: NONE 0 0 �0 75011ani FROM CA. CROISD BAR 0 0 i9 /16'EYP BOLT NIXES (2) 0 0 2' 0 0 CONNECTIONS 10 EARTHING BUSBARS (BEAT °THEIRS) VIA DUAL BOLT, COMPRESSION TYPE FTTTNGS. OW) O 07-- /1 /2' OF 24 B HOLES WALL SECTION A -A 6 CONDUIT PENETRATION DETAIL IE -07 X61 - 2 1/2' C7 0 O Z c Z W m 1 C7 1?T � co CD _ Z m UL DESIGN SYSTEM No. W -L -1079 ASSEMBLY RATINGS - 1 & 2 HR. 1. WALL ASSEMBLY - THE 1 OR 2 HR ARE RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE 'AERIALS AND IN THE IIMINER SPECIF1ED N THE NDNIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL ARE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STEEL STUDS - STEEL. STUDS TO BE MN 3 -5/8 N. MD SPACED MAX. 24 IN. OC. B. WALLBOARD, GYPSUM* - 5/8 IN THICK, 4 IT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORD TAIKO1 SHALL BE AS SPECIFIED IN THE NDMDUAL U300 OR U400 SERES DESIGN N THE UL FIRE RESISTANCE DIRECTORY. 2 THROUGH PENETRANTS - ONE METAWC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE ARESTOP SYSTEM. THE MNULAR SPACE BETWEEN PIPES OR CONDUITS AND PERIPHERY OF QPE ING SNALI. BE MIN 1/4 IN. TO MAX 2 N. PPE OR CONDUIT TO BE RIGDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. TIE FOLIOWNG EWES AND SIZES OF METALLIC PIPE OR CONDUIT WY BE USED: A. STEEL PIPE - NOM 10 N. DMA. (OR SIAM) B. IRON PIPE - NOM 10 N. (OR SMALLER) C. CONDUIT - NOM 4 N. DIA (0R SITAILER) 3. F1RESTOP SYSTEM - THE RIRESTOP SYSTEM SHALL CONSIST CF THE FOU:OWIN1. A. METAWC SLEEVE - CYLINDRICAL SLEEVE FABRICATED FROM 0.0165 N. THICK (28GA) GALV SEE' Sim. MD HEAVING A MN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL STEVE TO BE 1 W. GREATER THAN THE THICKNESS OF WALL. SLEEVE INSTALLED BY COIuNG THE SHEET STEEL TO A DUl SAWN 1HLAN THE THROUGH OPENING INSERTING THE COIL THROUGH THE OPENING AND RELEASING THE COIL TO LET R UNCOIL AGAINST THE CIRd1UAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS. THE ENDS OF THE STEEL SLEEVE SHALL EXTEND MIN 1/2 N. BEYOND EACH SURFACE OF THE WALL B. PACKING MATERIAL - IN 2 HR FIRE RATED ASSEMBLIES MIN 8-1/8 IN. THCKNESS OF 4 PCF MINERAL WOOL FIRMLY PACKED ALTO OPENING AS A PERMANENT FORM. N 1 HR RRE RATED ASSEMBLIES MIN 4-7/8 N. THCIOI`SS OF 4 PCF MINERAL WOOL FRMLY PMKED ALTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REWIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF ALL MATERIAL C. FLL, VOID OR CAVITY MATERIAL - SEALANT - ION 1/2 IN. THICKNESS OF FYI. MATERIAL WITHIN ANNUWS, FUJ 1 WITH SIDS OF STEEL SLEEVE A MIN 1/4 N. BEAD OF FILL MATERIAL SHALL BE APPUED AT THE STEEL SIEEVE/'SYPSW WALLBOARD INTERFACE ON BM SURFACES OF THE WALL 'MIRES 11/21/02. REVISIONS: NO. A B C SHEET: DATE 1/16/01 5/14/01 5/24/01 DESCRIPTION AT&T -_ AND FMCS ISSUED FOR OONSERUC111R11 ISSUED PER REIIEW CONNORS JEW LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: ELECTRICAL DETAILS CONSTRUCTION MANAGER QQ.COG&QQ L=4NME5OG WIN= ENGINEERS o BUILDERS TELEPHONE # 847.698.4900 1 07 32 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: L: \620 \620— E07.DWG 1ERIMIAL PONY OESCAPno# TEn1MNAL ID IMRE TYPE (SQL) 1 DATE: 01/05/01 POWER PLANT-MAJOR mom (2)/22 2 LOW ROOM TEMPERATURE LIMP (2)022 3 POWER PUNT-MINOR MINN (2)/22 4 HIGH HUMIDITY HHUMD (2)#22 5 -484 BATTERY ON 019CHNROE BOO (2)#22 6 LOW HUMIDITY L NUMD (2)/22 7 19014 VOLT -41V HMLiS (2)122 5 FIRE SYSTEM ALARM FIRE (2)/22 9 VERY LOW VOLT -48V M (2)#22 10 FIRE SYSTEM TROUBLE FRET (2)/22 11 DISTR. FUSE/CB FAL -4W FFML (2)#22 12 SPARE SPIRE (2)1 13 DOFB FUSE FAiL -48V BOFB 1 (2)022 14 SPARE SPARE (2)122 15 BOFB FUSE FAIL -48V BOFB 2 (2)/22 18 SPARE SPARE (2)122 17 BOFB FUSE FAIL -48V BOFB 3 (2)022 18 SPARE SPARE 19 BOFB FUSE FAL -48V WEB 4 (2)022 20 SPARE SPARE 21 - BOFB FUSE FAIL -48V BOFB 5 (2)/22 22 23 8OF8 FUSE FM. -4a v BOFB 6 (2)122 24 1 CITY CONTACT: JIM WICKES HIGH ROOM TEMPERATURE HEMP (2)122 2 DATE: 01/05/01 3 LOW ROOM TEMPERATURE LIMP (2)022 4 6 HIGH HUMIDITY HHUMD (2)#22 6 7 LOW HUMIDITY L NUMD (2)/22 8 9 FIRE SYSTEM ALARM FIRE (2)/22 10 11 FIRE SYSTEM TROUBLE FRET (2)/22 12 13 SPARE SPIRE (2)1 14 15 SPARE SPARE (2)122 16 17 SPARE SPARE (2)122 18 19 SPARE SPARE 20 21 SPARE SPARE 22 - 1 CITY CONTACT: JIM WICKES CHARGER MALFVNCii0N MIL (2)/22 2 DATE: 01/05/01 3 LOW FUEL. GAY TAF0C L I. (2)/22 4 5 FUME. LEAK FU. (2)/22 8 7 DIME F741. EFL (2)/22 e 9 UNIT NOT N AUTO NA (2)/22 10 11 ATS2 EYERCOICY POSITION (FUTURE) A1SE 2 (2)/22 12 13 ATS1 EMERGENCY POSR10N ATSE 1 (2)1 14 15 ENGINE RUNNING EA (2)122 18 17 AC POWER FAL ACPWR (2)122 18 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSULTANTS • IESIWNEIS • ENOINEEIS • CONSTIUCTOI$ 1 VAC 1-4 DRAWN BY: MAL SCALE: AS SHOWN DATE: 01/05/01 1 AC#1 - AC/4 FAILURE 1 VAC 1-4 (2)02 2 3 A0#5 - AC#8 FAILURE FNAC 5-8 (2)/22 4 5 WATER DETECTOR (AC/1- SAC /4) LEAK 1-4 (2)/22 8 7 WATER DETECTOR (A015 AC #8) LEAK 5-8 (2)122 8 - OJN - r7• - $2S- t$1- LAYOLIi1.PLT . $ /14f51 6:44 :89 P11 1. AD111110ED PROCESONG CO TROLLER QM) SECURITY SYSTEM 5 BY SIC. COW= ES: ANE AT&T SECURITY NO SIRIES1NCE GROUP TFLEPHOIE: (732) 302 -3974 2. THE 00IPLEIE DESIGN SiiALL COIES51 OF AN ANC, CARD REKERS„ DOOR =ICES, DIT SENSORS, DOOR CONTACTS AND ALL EQUIPMENT FOR A COPLETE NO OPERABLE SYSIEY THE AFC SWILL BE POWERED FROM T)t COMM -48V BATTERY POWER SUPPLY. 3. SECURITY SYSTEM NETWORK CONTRACTOR IS UNDER SEPARATE CONTRACT TO AT &T. OD RAIL CONTRACTOR & ELECTRICAL CONTRACTOR ARE TO COORDINATE NSTMWiON WiTH SECURITY SYSTEM NETWORK CONTRACTOR. CLVORKIDLKTIM 1. FURNISH AND INSTALL B'crx36' SURFACE MOUNTED WAY DESIGNATED 'DMROPIiDRAL ALARM 1EAIIUITION 1RCUGH', LOCATED APPROXIMATELY 5' (MEASURED TO TEE BOTTOM) ABOVE THE FINISHED FLOOR WITH THE HINGE SiDE DOWN IN THE AREA DESIGNATED FOR THE APC (SEE DTL 1 ON THIS DWG). 2. THE 'DMRONIIDITAL ALARM TERM lAiION TROUGH'. MALL CONTAIN FOUR (4) SETS OF TERMINAL STRIPS DESIGNATED AS FOLLOWS: 181 - DC PLANT ALARMS (24 POINTS), 1B2 - AC PUNT ALARMS (18 POINTS), T83 - HNAC WARNS (8 PONES), 1B4 - DMROi MENTAL ALARMS (12 POINTS, 5 SPARE). CONMiS FROM THE DIFFERENT ALARM GROUPS SHALL TERMINATE AT THE WNRERAY. ALL WIRES FROM THE ALARM POINTS SHALL TERMINATE ON THE DEBATED POSmoNS OF TIE EERI NAI STRIP. 3. FURNISH AND INSTALL ALL CONDUIT AND WRING FiiOM THE DNVRO9MEMAL POINTS SHOWN ON TH5 DRAWING. WIRING SHALL BE NUMBER 22 AWG, MD STRANDED CONDUCTOR, TWISTED, SHIELDED, JACKETED CABLE, BE DEN N0. 8761, FOR EACH ALARM PONT U. PROVDE AT LEAST TWO (2) SPARE PARS IN EACH CONDUIT RUN. THE WRES SHALL BE TERMINATED AT THE ALARM CONTACT END AND PULLED INTO THE "D RONMENTAL ALARM TERMINATION TROUGH'. ALL WRES TO BE TERMINATED ON THE TERMINAL STRIP AS PER THI5 DRAWING. ALL WRING SHOWN ON THIS DRAWING SHALL BE INSTALLED N CONDUCT. 4. FURNISH AND INSTALL ALL CONDUIT, TRACK BOXES AND DRAG WIRES TO THE ELECTRONIC SIRIIKE, CARD READERS, DOOR POSTION SWITCHES AND PIR DEVICES AS SHOWN N THE TYPICAL DOOR DETALLS ON THiS DRAWING. THE SECURITY SYSTEM INSTALLER SMALL FURNISH AND INSTALL THE WIRE AND TERMNIIIE TO THESE DEVICES. 5. NE DOOR STRIKE AND ELECTRIC HINGES, WHEN REQUIRED, ARE SPEcFED BY THE ARKHiTECT MD SHAM BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6'x6'x6' J-110X SURFACE - MOUNTED Located Inside AT &T leased Space R-T-E RACEWAY 3/4' Conduit NOTE Some sites may require this PIR to be relocated. PR located inside AT &T leased space. E- E-08 TO 6'x6'x6' BOX ABOVE DOOR. SEE DTI 1 THIS DWG. Approx 6' SCALE: NONE FROM OTHER DOORS AND ENVIRONMENTAL DEVICES 12W WIRING TO LDP1 BY ESC .r Nwavai ■ I i " ( T)1 (1),%12, Minimum 3/4' Conduit — to TERMINATION TROUGH. Size according to able fill. TO ' ENVIRONMENTAL ALARM / 'EMANATION TROUGH' R -T -E 8Q SEE CM. 2 THIS DWG. 10 ENVIRONMENT L ALARM Use 4' square box with TERMINATION TROUGH' single -gang 5/8' switch ring. **' oriented horizontally DOOR POSITION SWITCH RACEWAY 3/4' Conduit. Stub 1' into top of frame and 8' from edge of door. ELECTRIC STRIKE RACEWAY 3/4' Conduit. Stub minimum of 1' above top of strike. CARD READER BACKBOX Use 4' Square box with single -gang 5/8' Switch Ring. *r* oriented horizontally *** Use double-gang deep Masonry box for STANDARD SWIPE READER or one with equivalent depth. * standard orientation *** for INSERT READER Located outside AT&T leased space. 1410 AT 42'AFF. TYPICAL SINGLE DOOR CONFIGURATION ENVIRONMENTAL ALARM TERMINATION TROUGH, 8'x8'x36 W/ TERMINAL STRIPS MOUNTED INSIDE. TROUGH FURN AND INSTALLED BY ESC. ORDER PART. NO. JSA- 2011 - 001 -C FROM JERSEY SHORE AUTOMATION, PHONE (732) 223 -7401. 4'x4' ELECTRICAL J -BOX, FURN AND INSTALLED BY ESC CONDUITS PAST TROUGH AND J -BOX FERN AND INSTALLED BY OTHERS N_ 48'x60'x3 4' PLYWOOD �, FERN AND INSTALLED BY ESC SEMAPHORE ALARM PANEL FERN Nk INSTALLED BY SECURITY SYSTEM NETWORK CONTRACTOR SECURM' INTERFACE BOX FURN & INSTALLED BY SECURITY SYSTEM NETWORK CONTWIOTOR 5' -0' t 2' -0' lJ 2 ENVIRONMENTAL ALARM TERMINATION TROUGH E -06 E -08 SCALE: NONE AC - 1 SEE CIL 2 THIS DWG. ====\ DOOR POSITION SWITCH RACEWAY 3/4' Conduit Stub 1' into top of frame and 6' from edge of door. © al In (1) 2/C #22 N 1/2'C. (TIP) AC -2 f_ TYPICAL SINGLE DOOR 3 1 CONFIGURATION W/O READER SCALE: NONE TO " ENMRONMENTAL ALARM TERMINA11ON TROUGH' SEE DTL 2 THIS DWG. OVERHEAD DOOR CONTACT AC -3 r_S — LOCATED INSIDE OFATS1 ATS BERG. POSITION GENERATOR RUNNING POWER FAIL REHEAT LOCKOUT REHEAT LOCKOUT REHEAT LOCKOUT REHEAT LOCKOUT REHEAT LOCKOUT REHEAT LOCKOUT REHEAT LOCKOUT Seel See Ste DOOR MANAGEMENT ALARM USE DOUBLE GANG BOX *** oriented horizontally *** TO BE INSTALLED ON SECURE SiDE OF DOOR AT 42'AFF. SC-4 SQ0 S�0 e0 r ., AC-5 L (5) 2/C #22 (4 SPARE) 44TO TBi, (3 SPA 1 1/� r-771-r DOOR MANAGEMENT ALARM USE DOUBLE GANG BOX * oriented horizontally *+* TO BE INSTALLED ON SECURE SIDE OF DOOR � AT 42'AFF. 4 TYPICAL OVERHEAD DOOR CONFIGURATION E-08 Meal NONE - , .„ MIL `... , , _ "-' illltk' ei 0 m „ . ., ,... . ,.. .. ... . ... . .111 IIIII Plii III M • 1 -, Elm IIIE 111111111111MIM REMOTE I ANNUCATOR PANEL (RAP) I SNP SPA SIP SEA SNP SPA LID Fll F11 G`! s EU ENC (24) 114 (5 SPARE); 1 1/4'C IC-6 (1) 2/C 122 HN 1/2'C. (rep) AC -7 El [El (12) 2/C 122 (4 SPARE); 1 1 /4'C r _ I LOCATED INSME I CONTROL/ALARM JBOX 151 A MUM 11 ;; _ , , - M= 4' TB2 �I>•� ��� , PL ; E F ���!#� EFL 31 111 ∎ NAL ,, PFL MINIM 19 1 P EOM * EMERGENCY GENERATOR SHUTDOWN SWITCH LOCATED NEXT TO REMOTE ANNUNCIAT^. ' t PANEL SEE DWG E -04. THERMOSTAT #1A 1 1 � 1 1 LJ Elf adtT -4* —BY ESC (20) #14 (6 SPARE); 1 1/4'C- 414, 1/2'C m THERMOSTAT11B THERMOSTATS - ORDER PART NO. JSA- 2011 -005 FROM JERSEY SHORE AUTOMATION PHONE (732) 223 -7401 mow SW LOWED M RECITER R WE R BAY COL SAME 1 RES M BOX (18) 2/C #22 tr - 4 SPARE); 1 1/4'C w/is'FACH CABLE COILED AT BOX LOCAiION AS SHOWN ON DWG E-09 III HUMIDSTATIIA 11 r CIML B CHARGER HUMIDSTAT #1B HUMIDISTATS - ORDER PART NO. JSA- 2011 -006 FROM JERSEY SHORE AUTOMATION, PHONE (732) 223 -7401. FROM NEW BLDG FIIRE ALARM CONTROL PANEL Al2 All A10 A9 AB A7 A6 A5 A4 A3 A2 EMERGENCY STOP SWITCH LOCATED IN GENERATOR ROOM SEE DWG E -04 2j10, 1/2'C KEY OPERATED GENERATOR EMERGENCY STOP SWITCH OUTSIDE GENERATOR ROOM 511 DWG E-04 FiRE ALARM CNTR. PNL -- --•49'0 --- ---400 —w ---W0 ODD ---900 —SRO eiorGD ..�.0 ---She 640 See 600 S00 9N0 SF0 r3 ESC MILL 10i111KJE — WING ON ONE SIDE OF =IP FOUR 1L STRIPS RIM N DMVMIOiENTAL MARY TERIINATTOI NO SECURITY SYSTEM NETWORK CONTRACTOR MILL 1FRIIi4YUE WIRING ON OTHER SITE OF TERMINAL STRIP AiR HANDLER FAI RE CONTACT TO BLOCK 104,105 ON AH IRON. j® WATER DETECTED) CONTACT TO POSITION: TERM . BLOC ON NI 0 RDEAT LOCKOUT CONTACT 10 POSITION: TERMINAL BLOCK ON AN `EXPIRES 11/21/Q.. CID HIGH AND LOW IEMPERATURE CONTACT'S HIGH AND LOW HUMIDITY CONTACTS 117.1 DNVIiOME]KTAL MARY 7 - TERIIRIMON TROUGH PREE AAIARM AND TROUBLE CONTACTS ►, c10 �4� NOTE: ESC TO PROVIDE ALTERNATE PRICE FOR INSTALLATION OF CONDUIT AND PULL STRING SYSTEM W/O WIRE. DO 1- REVISIONS: A e C ' I DESCRIPTION 1/18101 AT&T NEVER AND FERMIS 5/14/01 i9UED FOR CONSTRUCION 5/24/011 ISSUED PER MEN COMMENTS LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 DRAWING TITLE: ELECTRICAL DETAILS & WIRING DIAGRAMS CONSTRUCTION MANAGER MERMENn /GJt1;. ENGINEERS o BUILDERS TELEPHONE # 847.698.4900 SHEET: 9 � 0 33 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: L: \620 \620— E08.DWG FED �- PANELBOARD l-DP TYPE: SQUARE 'O' IWE 'WOW MICE MUM 1 REt BOTTOM SERVICE 20P/120V. 3I4L 4VI I35SING: COPPER MOWING: SIJRFACE 11086: 225A WAIN CIRCUIT BREAKER BRNICIES: 20A. 1-POLE, OR AS NOTED INIBRAIED SUP. RAM 10.000 AS WS LOAD A , DESCRIPTION 1/16/01 ME 11:143 NO MOOS 8 5/14/01 LOAD LTG: RM 101, 111 110 AT&T LTG #12 #12 AT&T RCPT AT&T RCPT #12 12 #12 RCPT: RM 102 LTG: RM 101 110 AT&T LTG #12 #12 • AT&T RCPT #12 RCPT: RM 102 LTG: 141 101, 106, 107; EF -1, ET-2 • #10 AT&T LTG •12 #12 AT&T RCPT #12 RCPT: RM 102 LTG: RN 101 #10 #12 AT&T LTG CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907-264-7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON AT&T LTG #12 DRAWING TITLE: ELECTRICAL PANELBOARD SCHEDULES /12 #12 RCPT: R1I 102 i LTG: RM 101, 105, 108, 109 110 ARCHITECT/ ENGINEER: THE AUSTIN Ba COMPANY INIIIIRTINTI • 111111111111 • BNIIEEU • ININNINUS AT&T RCPT 112 SCALE: NONE DATE: 01/05/01 112 AT&T LTG 09 34 OF 39 #12 RCPT: RN 101, 102, 106, 107 & ROOF LTG: RN 102, 103, 104 #10 •12 AT&T RCPT AT&T RCPT #12 #12 RCPT: RM 101, 105, 108, 109 & ROOF SPRINKLER S1STEM NR COMPRESSOR #12 AT&T LTG #12 #12 AT&T RCPT #12 RCPT: RI A 103, 104 SPRINIaER SISTEM CONTROL PANEL #12 #12 #12 AT&T LTG OVRIER'S EQUIPMENT 112 RCPT: RN 103, 104 DRY PE SYSTEM NR COMPRESSOR (1/414P) #12 OWNER'S EQUIPMENT OWNER'S EQUIPMENT #12 RCPT: RM 101 & ROOF LTG: EXTERIOR *ALL PAK #10 OWNER'S EQUIPMENT SPACE ONLY 110 RCPT: RM 110 LTG: R11 110 & EXTERIOR CAN LIGHTS 110 SPACE ONLY SPACE ONLY #10 RCPT: PGCB AC CONTROLLER & EATT #12 SPACE ONLY SPACE ONLY #10 RCPT: PGC8 ARE ALARM CONTROLLER PANEL #12 SPACE ONLY VA SPACE ONLY SPACE ONLY VESDA SYSTEM POWER SUPPLY #12 SPACE ONLY EACH LINE 10000 10000 10000 . Tat CONNECIED NOTES: 1. PROVIDE 200% RATED NEUTRAL R VA. IX COMMIE() MAX. PHASE OM& MPS SPACE ONLY SMOKE/FIRE DAMPERS #12 PANELBOARD G - PNL TYPE SQUARE If TYPE 1400D CABINET: NEW 1 FEED: BOTTOM ACE: 208Y/120V, 3PH, 4W BUSSING: COPPER MOUNTINQ SURFACE IMMS: 60A MAIN CIRCUIT BREAKER BRNIOES: 20A, 1-POLE, OR AS NOTED INTEGRATED EQUP. RATING: 10,000 AMPS RMS LOAD POIE NO. /1 — 30 3 --30 5 - 1-1 7 r !!r' VA CONN. L-1 VOLT—AMPERES L-2 aim .tionip L-3 iTh POE NO. 2 4 \ 6 n a SPACE ONLY SPACE ONLY #10 SPARE 41Millo• n 4111110 r\ A PO #12 SPARE 5 r 15— SPACE ONLY #12 MR DAMPER MOTOR fl its INSTANTANEOUS WATER HEATER SPACE ONLY SPARE SPACE ONLY SPACE ONLY ---, SPARE f6 (mu SPACE ONLY #12 SPACE OPLY UCH LIE 2500 FED FROIA G-PNL) l 2500 2300 TOTAL CONNECTED NOTES: 1. USE 3/4 FOR ALL BRANCH CIRCUITS. (VP FOR ALL DEVICES TIM CONNECTED VA. MAX. PHASE COWL MPS 7300 SPACE ONLY PANELBOARD RDP 'ME: SEE DWG E-02 CABINET: NEW 1 FEED: TOP SERVICE 480V, 3PH, 3W BUSSING: COPPER MOUNTING: SURFACE MOANS: 400A DUAL MAIN BREAKER BRANCHES: AS NOTED INTEGRATED EQUP. RATING: 35,000 AMPS RMS LOAD STAND-BY GENERATOR PANEL LOAD SPACE ONLY RECTIFIER Mk CONNECTED VA EACH UNE EED€0.11Eablio ....._ NOTES: 1. PROVIDE LOCK-ON HANDLES FOR CKTS 13,15,17,25,27 & 29. 2. PROVIDE PADLOCK ATTACHMENT FOR CKT 32,34,36. TOTAL CONIECTED VA. II 64923 IL=111/ MX. PINE COWL NIPS gap PANELBOARD LDP3 TYPE SQUARE 'D TYPE - N000* CABINET: NEMA 1 FED: IBOTTOM SERVICE 208Y/120V, 3PH, 4W BUSSING: COPPER MOUNING: SURFACE WM: 100A MAIN CIRCUIT BREAKER BRANCHES: 20A, 1-POLE, OR AS NOTED MEOWED EQUIP. ROW 10,000 AMPS RMS LOAD CONN. IE L-1 $4• — . VOLT—AMPERES L-2 L-3 ( POLE mo. 2 4 \ 6 a 10 — — LOAD INSTANTANEOUS WATER HEATER 1 1 SPACE ONLY il r\ j-- ih....._•.;•1720 =MED, _........411 w M111111111 ipl UH-1 r e" INSTANTANEOUS WATER HEATER 5 - 7 50 18 SPACE ONLY IIMIVIW 9 n r\ SF-1 #12 •12 SF-2 & CAMPERS —15 11r1 69 1112 1728 LTG: GENERATOR ROOM 112 ICOR #12 UH-3 — 101X. um S' 7608 CONNECTED VA EACH UNE (MO NOTES: 1. PROIIIDE PADLOCK ATTACHMENTS FOR CKTS 1-3, 5-7 & 9. TOTAL CONNECTED W.. MAX. PHASE CONN. NIPS 23707 67.6 PANELBOARD RDP TYPE SEE DWG E-02 CAEINET: NEMA 1 FEED: TOP SIRVICE 480V, 3PH, 3W BUSSING: COPPER MOUNTING: SURFACE TAINS: 400A DUAL MAIN BREAKER BRANCHES: AS NOTED INTEGRATED EQUIP. RATING: 35,000 AMPS RMS LOAD RECTIFIER (SEE NOTE 1) 16 6 RECTIFIER (SEE NOTE 1) LOAD RECTIFIER 16 #6 RECTIFIER RECTIFIER (SEE NOTE 1) f6 16 CTIFIER (SEE NOTE 1) REcnnER 16 #6 #6 RECTFER VA USED SPACE ONLY SPACE ONLY RECTIFIER 16 f6 RECTIFIER 33240 RECTIFIERS 33240 ON ORS 1 THRU 6.. TOTAL CONNECTED NOTES: 1. RECTIFIERS ON CKTS 7 THRU 12 ARE REDUNDANT LOADS 'RM. CONNECTED VA. MAX. PHASE 03NN. AMPS 99720 120 RECTIFIER (SEE NOTE 1) #6 f6 RECTIFIER (SEE NOTE 1) RECTIFIER (SEE NOTE 1) #6 f6 RECT1FER (SEE NOTE 1) RECTIFIER (SEE NOTE 1) f � RECTFER (SEE NOTE 1) SPACE ONLY SPACE ONLY #8 SPACE ONLY 33240 33240 TOTAL CONNECTED VA DOH LIE 33240 NOTES: TOTAL CONNECTED VA. 1. RECTIFIERS ON CKTS 7 THRU 12 ARE REDUNDANT LOADS USED AS BACKUP FOR RECTIFIERS ON CKTS 1 THRU 6.. MC. PHASE 03NIL MIPS 99720 120 PANELBOARD LDP2 rot sou•RE 0' TYPE "MCC CADET: •EIN 1 FEED BOTTOM SIERNCE 208Y/12fN. 3P14. 4W BMOC COPPER MOUN1110 SURFACE MSG: 225A MAM =UT BRENCER BRANCIES: 2(t■ 1-POLE. OR AS NOTED DEEMED W. wawa max AMPS MS WM A , DESCRIPTION 1/16/01 ME 11:143 NO MOOS 8 5/14/01 5SUED FOR COPISIRUCT1011 C LOAD AT&T LTG #12 #12 AT&T RCPT AT&T RCPT #12 12 AT&T LTG AT&T LTG #12 #12 AT&T RCPT AT&T RCPT #12 AT&T LTG AT&T LTG •12 #12 AT&T RCPT AT&T RCPT #12 #12 AT&T LTG CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907-264-7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON AT&T LTG #12 DRAWING TITLE: ELECTRICAL PANELBOARD SCHEDULES /12 AT&T RCPT /70 ENGINEERS * BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN Ba COMPANY INIIIIRTINTI • 111111111111 • BNIIEEU • ININNINUS AT&T RCPT 112 SCALE: NONE DATE: 01/05/01 112 AT&T LTG 09 34 OF 39 RBI PROJECT # 2623.38 AT&T LTG #12 •12 AT&T RCPT AT&T RCPT #12 #12 AT&T LTG AT&T LTG #12 #12 AT&T RCPT AT&T RCPT #12 #12 AT&T LTG OVRIER'S EQUIPMENT ER'S EQUFMENT OWNER'S EQUIPMENT OWNER'S EQUIPMENT OWNER'S EQUIPMENT OWNER'S EQUIPMENT SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY VA SPACE ONLY SPACE ONLY SPACE ONLY EACH LINE 10000 10000 10000 . Tat CONNECIED NOTES: 1. PROVIDE 200% RATED NEUTRAL R VA. IX COMMIE() MAX. PHASE OM& MPS 83.3 PANELBOARD G - PNL TYPE SQUARE If TYPE 1400D CABINET: NEW 1 FEED: BOTTOM ACE: 208Y/120V, 3PH, 4W BUSSING: COPPER MOUNTINQ SURFACE IMMS: 60A MAIN CIRCUIT BREAKER BRNIOES: 20A, 1-POLE, OR AS NOTED INTEGRATED EQUP. RATING: 10,000 AMPS RMS LOAD POIE NO. /1 — 30 3 --30 5 - 1-1 7 r !!r' VA CONN. L-1 VOLT—AMPERES L-2 aim .tionip L-3 iTh POE NO. 2 4 \ 6 n a LOAD ENGINE JACKET HEATER #1 #10 SPARE 41Millo• n 4111110 r\ ENGINE JACKET HEATER p PO #12 SPARE 5 r 15— BATTERY CHARGER #12 MR DAMPER MOTOR fl \ =BO SPACE ONLY SPARE 4111:111101.1117■111111. SPACE ONLY ---, SPARE (mu SPACE ONLY #12 AIR DAMPER MOTOR #2 UCH LIE 2500 FED FROIA G-PNL) l 2500 2300 TOTAL CONNECTED NOTES: 1. USE 3/4 FOR ALL BRANCH CIRCUITS. (VP FOR ALL DEVICES TIM CONNECTED VA. MAX. PHASE COWL MPS 7300 20.8 PANELBOARD RDP 'ME: SEE DWG E-02 CABINET: NEW 1 FEED: TOP SERVICE 480V, 3PH, 3W BUSSING: COPPER MOUNTING: SURFACE MOANS: 400A DUAL MAIN BREAKER BRANCHES: AS NOTED INTEGRATED EQUP. RATING: 35,000 AMPS RMS LOAD LOAD RECTIFIER RECITER RECTIFIER RECTIFIER RECITER RECTIFIER RECTIFIER (SEE NOTE 1) 16 6 RECTIFIER (SEE NOTE 1) RECTIFIER (SEE NOTE 1) f6 16 CTIFIER (SEE NOTE 1) RECTIFIER (SEE NOTE 1) #6 RECTIFIER (SEE NOTE 1) VA USED SPACE ONLY SPACE ONLY SPACE ONLY EACH LI& 33240 AS BACKUP FOR 33240 RECTIFIERS 33240 ON ORS 1 THRU 6.. TOTAL CONNECTED NOTES: 1. RECTIFIERS ON CKTS 7 THRU 12 ARE REDUNDANT LOADS 'RM. CONNECTED VA. MAX. PHASE 03NN. AMPS 99720 120 ,.. REVISIONS: NO. , DATE A , DESCRIPTION 1/16/01 ME 11:143 NO MOOS 8 5/14/01 5SUED FOR COPISIRUCT1011 C 6/26/01 ISSUED F UTLITY FLT CURRDff D 5/16/02 RENtS01 PER NU, FELD COMMENTS J11 ■=/ Ain& LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907-264-7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: ELECTRICAL PANELBOARD SCHEDULES CONSTRUCTION MANAGER 017 MA,AIAM /70 ENGINEERS * BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN Ba COMPANY INIIIIRTINTI • 111111111111 • BNIIEEU • ININNINUS DRAWN BY: mAL SCALE: NONE DATE: 01/05/01 SHEET: 09 34 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: L: \620\620 RECEIVED C'rry OF TUKWILA PERMIT CENTER 1 EXPIRES 11/21/02 REVISION NO. I DO 1 - 1 to CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 ARCHITECT/ ENGINEER: a T THE AUSTIN COMPANY CONSULTANTS • DEMONS • BOWERS • CONSTIUCTOLS DRAWN BY: MAL SCALE: NONE DATE: 01/05/01 JM - 2123-$11 - !111- E19- .AYOUT1 .PLT - 6/ 16IiI 6:611:411 PIA TOTAL -PAC PREACflON SYSTEM CONTROL PANEL RM. 102 W NNG DEVICE CIRCUIT-ZONE 1 IMIATING DEVICE CIRCUIT- -ZONE 2 COMMON ALARM OUTPUT #2 MANUAL PULL SUJION RM. 111 FACTORY- INSTALLED WIRING TO BE LEFT IN PLACE (TYP) 10 E]MWONEMK ALARM TE1111110011 1 0UOL SEE DWG E-00 FOR WNW COALS. (!) i" ALAN WIWI tw15UBLE W1PUT NEIL BLDG FIRE MARY CONTROL PANEL EDWARDS SYSTEMS TECHNOLOGY , -1 2 4AC'S, 2 MODULE AND BATTERES HATING DEVICE HATING DEVICE CIRCUIT CIRCUIT ,ALARM INPUT TROUBLE INPUT SHLD _ I I YNET A SHLD YNET B DETECTOR SSD-1 CI O M = DEVICE CIRCUIT C� MIMING DEVICE a�aNT 9 MAIMING WAGE Q CROW 0 INDIC ATNG APPLIANCE CIRCUIT 9 BELDEN NO. 9841 IN 1/2t (IYP) ;I vNEr A IL VESDA B DETECTOR SSD -2 SHLD SHLD V V V V V V V — G 1 0 VESDA YNET 8 DETECTOR SSD -3 0 SHLD SHLD VESDANET WIRING DIAGRAM MANUAL PULL. =ON IAN AL PULL =ON 00-OF-UE RM. 110 RAIL 110 RESISTOR MANUAL PILL STATION AC -7 SMOKE DETECTOR AC-6 SMOKE DETECTOR RM. 101 RY. 101 RM. 101 HORN 101 aF 91 r I II V A IL L - ALL FIRE ALARM WIRING SAW. BE RUN IN CONDUIT. • NET MOO 219 VESDA YNET B DETECTOR SSD-4 HORN/STROBE RM. 101 SHLD SHLD VESDA SMO E DETECTOR SSD-1 RM. 101 TOTALPAC COMPATIBLE PHOTOELECTRIC SMOKE DETECTOR RM. 109 HORN/STROBE ,01 AC -5 SMOKE DETECTOR AC-4 SMOKE DETECTOR AC-3 SMOKE DETECTOR AC-2 SMOTE DETECTOR AC-1 SMOKE DEIECJOR MANUAL PULL SOON MANUAL PILL STATION RIL 101 VESDA SMOKE DETECTOR SSD-2 RM. 101 VESDA POWER SUPPLY 120VAC CKT NO. 1 W/ (6) BATTERIES LDP1 -27 TOTALPAC COMPATIBLE PHOTOELECTRIC SMOKE DETECTOR RM. 110 VESDA YNET 8 DETECTOR SSD-5 0 RM. 105 HID SHLD NVIUAL PULL SW1O11 RM. 100 RM. 101 HORN VESDA SMOKE DETECTOR SSD-3 R1L 101 102 1OTALPAC COMPATIBLE PHOTOE1ECTRIC SMOKE DETECTOR RUN. 110 RM. 101 K VESDA SMOKE DETECTOR SSD-4 RIL 101 VESDA POWER SUPPLY 120WC CKT N0. 2 W/ (4) EMTTERES LDP1 -27 TOTALPAC COMMIE PHOTOELECTRIC SMOKE DETECTOR RM. 110 AC -1 REMOTE SHUTDOWN •COMNIJON ALARM *ADDITIONAL COMMON ALARM IJOUITECT ALARM 1ST ALARM *CONDENSER •REHFAT/HUMIDIRER LOCKOUT WWPER END SWITCH DAMPER MOTOR m a 89 CONTROL PRINTED CIRCUIT BOARD I •PIGTAIL WIRES N HANDY BOX ON WIRE RACEWAY CID -OF-U E RESISTOR RM. 101 6 V S. 24 °E1E VE50A SMOKE DETECTOR SS0-5 RIL 101 0 TO TRANSFER SWITCH, SEE M. (-08 ESC SHALL INSTALL UOUTTECT SENSOR (35' CABLE LENGTH FURNISHED w/ EACH C) AROUND PC MINT, APPROXIMATELY 12' FROM UNIT. RM. 101 TO ODER AC LINOS AC-1 1HRU PC-7 SMOKE DETECTORS ARE NOM 10 AC UM IMRE TO MOMS AS SHOWN. RM. 101 V V l y HORN — 2/C jI6AWG, TYPE FPL ONP FOR I NIMTNG CKTS) TOTALPAC COMPATIBLE TOTALPAC COMPATIBLE PHOTOELECTRIC PHO ODECTRIC SMOKE DETECTOR SMOKE DETECTOR RU. 110 RM. 110 96 97 A WATER DETECTOR TO APC, SEE DWG. E-08 � DWG. E-08 ACU -1 110 AIR CONDITIONER CONTROL WIRING F1 1.0A TYPE F3 10A TYPE 'FNM' RM. 103 TEND- OF-UNE RESISTOR TOTALPAC COMPATIBLE PHOTOELECTRIC SMOKE DETECTOR RM. 110 TO OTHER ACUNfS 1115101 110 AC CONTROLLER !Ili �- N M �► ,n �D 1� � �- N ,7 �F to t0 1� 00 1 IB2 1 2 8 9 10 11 12 13 14 15 16 1 112 131415 161 718191101111121131140 51161 F2 1.0A TYPE , END -OF -LIME RESMSTOR ICI /STROBE RM 110 TOULPAC COMPATIBLE PHOTOELECTRIC END -OF -LINE SMOKE DETECTOR RESISTOR RM. 110 G WH 480V FROM MAN UNIT POWER SUPPLY DIGS INDUSTRIAL CONTROL TRANSFORMER, 150VA, 480VAC PRIMARY, 24VAC SECONDARY, W PRIMARY AND =MAW FUSE CUPS, ACME CAT. N0. TA -2 -81324 W/ PRIMARY FUSE BLOCK CAT. N0. PL- 112702 AND SECONDARY FUSE BLACK CAT. N0. PL- 112601. 120 VAC ESC 10 FURN AND INSTALL CONTROL TRANSFORMER IN AC UNIT ri t int - "1,�. DAMPER ACTUATOR AND DID SWITCH MITI. IN D ABOVE UNIT 115. 23 .:"' 3 !WIRES 11/21/04 REVISIONS: NO. A 8 DATE DESCRPTTON 1/16/01 ANT RIME, AND PEWS 5/14/01 • ISSUED FOR CONSOIUCTION �T LOCAL SERVICES One Teleport Drive, Staten Island, MP 10311 DRAWING TITLE: FIRE ALARM WIRING DIAGRAMS CONSTRUCTION MANAGER [RIO nCa M NA Z? HIMMEYER INC ENGINEERS o BUILDERS TELEPHONE # 847.698.4900 SHEET: 0 35 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: L: \620\620-E10. DWG 1 w ,. REVISIONS: NO. DATE DESCRIPT1ON A 1/16/01 AIRT READII NO MINIS 9 5/14/01 ISSUED RIR CONS/RUC= C 5/16/02 REVISION PER Nu, FEUD COMM 3 Mk LOCAL SERVICES "•■■ One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, Wk CITY CONTACT: JIM WICKES TELEPHONE #: 907-264-7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: EXTERIOR POWER DISTRIBUTION PLAN CONSTRUCTION MANAGER 0/7 mAceiat=2 g' i7 SIERil,00&i, mec ,..1 ENGINEERS 0 BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY ONSIRTIRTS • ININIERS • 11111111919 • ONSTRICTIRS DRAWN BY: MAL SCALE: 1/8 DATE: 01/05/01 SHEET: L i 11 1 1 36 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00-620 FILE: L: \620\620-E11.DWG So - MI ellensamibirk al. - OM roe a• 1■■ CONTINUED ON DWG E-04 MHDP1-7 AC UNTT/CCNODISER INTER= IwaNG. COORDINATE w/ CONDENSER PIPING. TYP OF 7 MS. CONTINUED ON DWG E-04 AIHDP2-5 ■ACU-3 CONTINUED ON 1 DWG E-04 ACU-6 NOTE: CONTINUED ON DWG E-04 -*1 IIHDP2-4 HDP1 —8 ACU —5 WP GFI 18 • • • ACU-4 _a 1 0 0 0 0 0 0 CONTINUED ON DWG E-04 0 0 0 0 0 0 0 --+ elk 1. MECHANICAL EQUIPMENT SHALL HAVE POWER DISCONNECTING SWITCHES INSTALLED BY MANUFACTURER, UNO. CONTINUED ON DWG E-04 \ ‘) „ , , EF-3 j , PERMIT CENTER k 6 1 RECEIVED CITY OF TUKWILA !EXPIRES 11121102, . 4, REVISION NO - 11 REVISIONS: NO. DATE DESCRIPTION A 5/14/01 ISSUED FOR CONSTRUCTER 0 5/24 /01 ISSUED PER ROAM COMMENTS i - AM ll LOCAL SER k7CES w One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: GENERATOR INSTALLATION CONSTRUCTION MANAGER /� 7T7 LQYQ®UL/1.�1L 7 LIEI ENGINEERS 0 EILIILD17: TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: G1 THE AUSTIN COMPANY CONSULTANTS • DESIEIIIERS • EHIGIIIEOS • CONSTRUCTORS DRAWN BY: GCR SCALE: AS NOTED DATE: 11/17/00 SHEET: 37 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: 623/580/580G01 . DWG lI,1N . Ste . •110611.PMT - 1,24,111 6:94:119 PMI / TURBINE VENTS TAP. OF 16 0 60x32 DN.TO 24" AFF 48x48 SF -2 4" COOLANT TO /FROM RADIATOR ON ROOF 120 "x48" CD DUCT DOWN TO FLOOR HOSPITAL TYPE SILENCERS PROVIDED WITH GENERATOR 0 GENERATOR EXHAUST DUCT 8" EXHAUST • UP THRU ROOF • -WATER MIST FIRE EXTINGUISHER 10LBS TYPE ABC FIRE EXTINGUISHER 4" COOLANT TO /FROM RADIATOR ON ROOF 1 2x1 2 ROOF MOUNTED COOLANT PIPING INSULATE AND COVER WIiH ALUMINUM JACKETING (4) 24x24 SILENCERS IAC TYPE S 7 -0" LONG F1REMANS KNOX BOX FOR EMERGENCY SHUT -DOWN TANK REFUEL LOCATION RH -2 / / r 112x60 UP TO RH -2 15) 24x24 SILENCERS TYPE S 7' -0" LONG 48x48 ROOF MOUNTED RADIATOR SUPPLIED WiTH ENGINE GENERATOR ENLARGED FLOOR PLAN SCALE: 1/4 " =1' -0" 112x60 UP TO RH -2 42x42 UP TO EF -3 1 1 L APPLY SEALANT TO ENTIRE FLOOR AREA IN GENERATOR ROOM FLOOR SEALANT AREA PLAN SCALE: 1 /8 " =1' -O" CDERRL SCOPE OF 110111(: A. MUM& INSTALL: PROVO( LABOR 10 I ML THE DERGOCY GENERATOR MO ALL ACCESSORIES PRDVDED WITH AS SHOW AND DESCRIBED ON THESE ORAWRIGS. THE GENERATOR, W. FUN uts, DI: MUST RUES. SILENCERS. ENICERS. BATTERES, BATTERY BOX AHD CABLES, MD BATTERY CHARGER ARE PRONDED BY ROL B. Ela_MMI. FURNISH NO INSTALL ALL RP9dG. PALM, FITTINGS, AND ACCESSORIES AS SHOWN AHD REQUIRED FOR A COMPLETE OPERATPC FUEL SUPPLY SYSTEM FOR THE GENERATOR. BELLY STORAGE TANK SHALL BE PART OF GENERATOR PROVIDED BY R. C. MIXIIIMUCSM1. FURNISH AND NISTALL GENERATOR VENTILATION SYSTEM AS SHOWN, CONSISTING OF ROOM WHTLATTON DUCTWORK TO THE ROOF EXHAUST FAN. D. EXHAUST SYSTEM. FURNISH AND INSTALL THE GENERATOR EXHAUST SYSTEM AS SHOWN, CONSISTING OF RD( CONNECTORS, DOAUST PPE, %DICER, HANGERS, VIBRATION ISOLATORS, AND ROOF THIMBLE. SILDN(ER AND RD( CONNECTORS PROVDED BY R. L . FURNISH MO INSTALL FLOOR SEALANT AS SHOWN AND DESCRIBED 014 THESE DRAWINGS. FLOOR UNDER EQUIPMENT SHALL BE GRATED. F. REMOTE ROOF RADIATOR{. FURNISH AND INSTALL: PROVIDE LABOR MD MATERIALS TO INSTALL THE ROOF MOUNTED RADIATOR (PROVIDED BY R8I) AND ALL INTER CONNECTING PIPING, VALVES AND FITTINGS AS SHOWN AND REGQURRED FOR FOR A COMPLETE AND OPERATIONAL COOLING SYSTEM FOR THE GENERATOR. EQUIPMENT SPECIFICATION GENERATOR MANUFACTURER: KATOUGHT MODEL: D800F *X4 CAPACITY: 800 KW, 480 VOLT, 1800 RPM FUEL: DIESEL 2: CONSUMPTION: 57.5 GPH FUEL TANK MANUFACTURE: KATOUGHT DESCRIPTION: 2000 GALLON, BELLY TANK, UL 142 CONSTRUCTION: 10 GAUGE, DOUBLE WALLED DIMENSIONS: 276 ° Lx60"Wx36"T ALARMS: LOW /HIGH FUEL LEVEL, FUEL IN RUPTURE BASIN G ENERAL NOTES: CON 1 OETE . TRACTOR SWIM= PROPOSAL FOR ASS WORK SHALL MAINE ALL CRAMS AD VISIT DE SiTE T O ( THE FILL EXTENT OF THE WORK NO ALL PALMED CONOITg16. ALL PROPOSALS SWILL ENCUJOE SLATE COMMONS TWIT MAY AFFECT THE WORK OF TH6 CONTRACT. ASO, THE CONTRACTOR SHALL OMAN THE LANDLORDS REQUIREMENTS NEUAIIVE (BUT NOT Li/MED) T0: WORKPC HOURS, CORE DRILLING, OUTING Aie PATCHING. WEIDNG. NOISE AHD DUST CONTROL, CLEANUP DIRK CONSTRUCTION, TEMPORARY UTUTES, PARKING AND ACCESS TO THE SiTE. SECURITY ISSUES. FALURE 10 CONNER ALL SITE CONDITIONS /MD LANDLORD'S REQUIREMENTS THAT WY AFFECT THE WORT( OF TN6 CONTRACT WILL NOT BE COINSDERED AS JUSTIFICATION FOR EXTRA COST OR ALLOWANCES TO THE CONTRACTOR 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, UGOISES„ MD *PROWLS AND PAY ALL ASSOCMTD) FEES MD EXPENSES BEFORE STARTNG THE INSTALLATION. ALSO, CONTRACTOR IS RESPONSILE FOR ALL REQUIRED SIGN -OFFS AND mica USE PERMITS. 3. ALL WORK SHALL BE DONE N ACCORDANCE WITH ALL GOVERNING COOES, LAWS, AND REGULATIONS. NOTHING N THESE SPECIFICATIONS IS TO BE CONSTRUED AS INTENDING TO SUPERSEDE SUCH REQUIRRESEENiS. 4. ALL WORK PERFORMED SHALL BE ACCEPTABLE INDUSTRIAL STANDARDS. THE WORK SHAll AT AU. TIMES BE SUPERVISED BY COMPETENT PERSONS. 5. WORK TWAT IS SLPSHOD, POORLY LAD- OUT, NOT PROPERLY ADORED, OR 6 NOT CONSISTENT WITH THE REQURDADITS GENERALLY ACCEPTABLE N THE TRADE AS "FIRST CLASS WORK' WALL NOT BE ACCEPTABLE 6. CODE VIOIATTONS THAT CREATE HAZARD TO HUMAN LJFE, BUILDING OR EQUIPMENT SHALL BE CORRECTED BY THE VENDOR UPON NOTiRCATDN AT NO COST. 7. ALL WORK SCHEDULES AND EQUIPMENT DELIVERIES SWILL BE PRE - APPROVED BY THE BUI.DNG MANAGI]AENT. BEFORE STARTING THE WORK, CONTRACTOR SHALL. SUBMIT TO ALS ENGINEER AND LANDLORD THE PROPOSED WORK SEQUENCE AND SCHEDULE FOR APPROVAL ALSO, WEEKLY WORK PROGRESS UPDATES MD SHIES OF REQUIRED TESTS SHELL BE SUBMITTED FOR APPROVAL B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK OF ALL TRADES INVOLVED. 9. PROTECT EOSTNG BUILDING SiRUCTURES AND GROUNDS FROM DAMAGE ANY DAMAGE TO EXTSIING FADUTIES SHALL BE REPAIRED OR REPLACED MID RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE LANDLORD. 10. THE CONTRACTC41 SHALL REMOVE FROM THE JOB SiTE ON A DAILY BLISS ALL DEBRIS AND LEFTOVER MATERIALS FOR WHICH HE IS RESPONSIBLE. CLEAN THE WORK AREA AND AFFECTED GROUNDS TO THE SATISFACTION OF AT&T's ENGINEER AND THE LANDLORD. 11. EACH COMPONENT OF THE ENGINE AND SUPPORT SYSTEMS INCLUDING CONTROLS AND ALARMS SHALL BE ILSIED BY AT &T ENGINEER AND FACTORY MECHANIC AND WITNESSED BY BULDING MANAGEMENT UPON COMPLETION OF INSTALLATION. THE FINAL ACCEPTANCE TEST SHALL BE PERFORMED AT 7PM LOCAL TIME ON WEEKDAY OR SATURDAY. THE CONTRACTOR SHALL INCLUDE THIS TEST IN HIS BID. 12. CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIAL, EQUIPMENT, ETC., FURNISHED BY HIM FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE MECHANICAL & PLUMBING NOTES: 1. THE CONTRACTOR SHALL SUBMIT A DETAILED RIGGING PROCEDURE TO ALS ENGINEER AND LANDLORD FOR APPROVAL PRIOR TO UNiT DELIVERY. 2. THE ENGINE - GENERATOR (PROVIDED BY RBI) UNIT SHALL BE PLACED ON NEOPRENE VIBRATION ISOLATION PADS (PROVIDED BY RBI) AND ANCHORED TO THE FLOOR USING 3/4" CARBON STEEL BOLTS PER ASTM A325. 3. THE REMOTE RADIATOR SHALL BE ANCHORED TO THE ROOF MILLS PROVIDED USING EXPANSION BOLTS 1/8" SMALLER THEN THE BASE MOUNTING HOLES PER ASTiA A325. 4. CONTRACTOR SHALL SUBMIT TO ALS ENGINEER FOR APPROVAL ALL SHOP DRAWINGS, PRODUCT DATA AND TEST REPORTS FOR ALL CONSTRUCTION, MECHANICAL AND PLUMBING EQUIPMENT, FIXTURES AND MATERIALS PROVIDED BY HIM PRIOR TO INSTALLATION. 5. PROVIDE ADEQUATE MOUNTING AND SUPPORT FOR ALL DUCTWORK, PIPING AND EQUIPMENT PER LOCAL CODE REQUIREMENTS. 6. ALL EXHAUST PIPING SHALL BE SCHEDULE 40, GRADE A, BLACK WELDED STEEL ASTM A53. 7. FEUD VERIFY EXACT LOCATION AND SIZE OF ALL EQUIPMENT, DUCTWORK, PIPING, ETC., PRIOR TO FABRICATION AND INSTA ATION. 8. DUCTWORK SHALL BE GALVANIZED STEEL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SHEETMETAL AND AIR CONDi ZONING CONTRACTORS NATIONAL ASSOCIATION INAC DUCT CONSTRUCTION STANDARD, LATEST EDITION. SEAL ALL JOINIS OF DUCTWORK. 9. INSULATION, DUCTWORK, ETC. SHALL HAVE A SMOKE DEVELOPED RATING NO MORE THAN 50 AND A FLAME SPREAD RATING NO MORE THAN 25. 10. THE ENGINE EXHAUST PIPING, EXHAUST FAN, AND SILENCERS LAY -OUT SHOWN IS FOR INFORMATION ONLY. CONTRACTOR SHAM FIELD VERIFY ALL DIMENSIONS AND DESIGN THE BEST LAY -OUT CONSIDERING THE FIELD CONDITIONS. SUBMIT A SHOP DRAWING TO THE ALS ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 11. AIL PIPES THAT PASS THROUGH EXTERIOR WALL SHALL BE PROVIDED WiTH WATERPROOF SHEATHS WHICH ALLOW FOR RELATIVE EXPANSION AND SETTUNG. ALL PENETRATIONS OF RATED PARTITIONS OR SLABS MUST BE FIRE - STOPPED WifH UL APPROVED CP -25 FIRE BARRIER CAULK, AND FACTORY CERTIFIED 3M INSTALLATION. ALL ROOF PENETRATIONS SHALL BE SLEEVED AND SEALED BY ROOFING CONTRACTOR PROVIDING ROOF WARRANTY. 12. SEAL ALL CRACKS & JOINTS IN SLAB AND AT BOTTOM OF WALL APPLY DURALKOTE 240 OR APPROVED EQUAL FLOOR SEALANT MEMBRANE ON SLAB AND RETURN 3" UP THE WALL 13. INSULATE ENGINE EXHAUST SILENCERS AND PIPING WiTH Y OF OWENS- CORNING KAYLO OR APPROVED EQUAL INSTALL INSULATION IN TWO LAYERS WITH STAGGERED JOINTS. 14. ALL FUEL PIPES SHALL BE FLUSHED WiTH CLEAN FUEL AFTER ASSEMBLY AND BEFORE ENGINE IS OPERATED. 15. ALL FUEL PIPES SHALL BE TESTED WiTH MINIMUM 100 PSIG TO CHECK FOR LEAKS. SUBMIT TEST REPORT TO ALS ENGINEER. 16. MOUNT ON EXTERIOR WALL THE EUE RGE?NCY BREAK GLASS SHUT -OFF 17. AFTER THE INSTALLATION IS FINISHED AND APPROVED BY AU. REQUIRED AUTHORITIES, INSTALLER SHALL. FILL-UP THE FUEL TANK WiTH D2 FUEL ADD FUEL CONDITIONER AND RUST INHIBITOR AS REQUIRED. X01- I (o9 w REVISIONS: ISIONS: r NO. DATE DESCRIPTION A 5/14/01 SSUED FOR C016TRUCTION IIIIIN■ Arai _N._ LOCAL SERVICES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907 - 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: GENERATOR SECTIONS CONSTRUCTION MANAGER � fr &A,C- - J' /177E37 ENGINEERS 0 BUILDE TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: D THE AUSTIN COMPANY CONSOLTMTS • 6ESIONERS • ENGINEERS • CONSTRUCTORS DRAWN BY: WBB SCALE: AS SHOWN DATE: 511412001 SHEET: G 2 38 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \620 \HVAC \620 \G02.DWG JH - tS2$ .S6 - •20862.PLT - i /16 /#1 6:66:46 FY 32x60 DN.TO 24" AFF - 48x48 32x60 DN.TO 24" AFF ENGINE GENERATOR BELLY TANK 8' EXI1AUST UP THRU ROOF 8' EXHAUST UP THRU ROOF • / (4) 24x24 SILENCERS IAC TYPE S 7' -0" LONG RH -2 EF -3 FD 120'x48" CD FD DUCT DOWN TO FLOOR SECTION SCALE: ► / 4 " =1' -0" HOSPITAL GRADE SILENCERS PROMDED WITH GENERATOR SECTION SCALE: 1/4 " =1' -0" 60x112 BELLY TANK 48x48 (15) 24x24 SILENCERS LAC TYPE S 7' -0" LONG 42x42 UP EXPIRES 6/29/(>Z_ 1oN 1(O9 LEGEND - FOS — FUEL OL SUPPLY - FOR — FUEL OIL RETURN "Y -TYPE STRAINER CHECK VALVE BALL VALVE REDUCER UNION FLEX CONNECTOR SOLENOID VALVE ANTi- SYPHON VALVE PUMP - -- 3 ELBOW DOWN 0 ELBOW UP Coolent Piping and Accessories A. Pipe 1. Pipe shall be schedule 40, ASTM A53 Grade B. B. Fittings 1. 1501 malleable iron fittings, in accordance with ANSI 8116.2 2. Butt welding fittings, machine pipe wall thickness, ANSI 16.9, ASTM A234 WPA. All elbows shall be long radius. 3. Branch connections may be mode with 'Weld -O -Lets' or `Thread -Lets' as manufactured by Bonney Forge Company or substitute. C. Flanges shall have drilled bolt holes, spot faced for bolts, and faces to match companion flanges equipment. 1. Thru 2• pipe size, 1251 cost iron, screwed ANSI 816.5. 2. 2 -1/2' pipe size and larger, 1501 forged steel, weld neck ANSI B16.5, ASTM A181 GR -1. D. Gaskets shall be 1/16' thick compressed asbestos free fiber. 1. John Crone 444 2. Garlock 3000 E. Assembly 1. Thru 2' pipe size, screwed with unions or flanges of valves and equipment. 2. 2 -1/2' and larger butt welded with flanges of valves and equipment. F. Piping Accessories 1. Unions shall be 150, malleable iron unions, iron to iron seats, ground joints. 2. Companion flanges in lieu of unions shall be used in steel pipe, 2 -1/2 pipe size and larger. 3. Bolts shall be carbon steel with unfinished American Standard square heads, ASTM 307, Grade A. 4. Nuts, carbon steel, semi - finished, heavy series, hexagonal heads, ASTM A194, Class 0. G. Valves 1. Gate valves, 2' pipe size and smaller, 1501 bronze body and trim, rising stem, inside screw, screwed or union bonnet, solid wedge, and screwed ends. a. Crone 431 b. Jenkins 651A c. Walworth 11 2. Gate valves, 2 -1/2' pipe size and larger, 1251 cast iron body, flanged ends. a. Crane 465-1/2 b. Jenkins 651A c. Wolworth 726F 3. Check valves swing type, Y pipe size and smaller, 2001 bronze body, bronze disc, screwed cap and screwed ends. o. Crane 36 b. Jenkins 762 -A c. Lunkenheimer 554 d. Power 560Y on valves and bronze trim, outside screw and yoke, and 4. Ball valves 2' pipe size and smaller shell be 1251 bronze body, reinforced Teflon seats and seals and 316 stainless steel ball and blow out proof extended stem. a. NIBCO T -560 b. Crane 930 c. Worchester d. Apollo 91 4' FLEX - CONNECTION lYP. 4' GATE VALVE TYP. ENGINE GENERATOR 4' FLEX- CONNECTION TYP. - 4 GATE VALVE TYP. • H. Flexible Connections 1. Flexible connections Y and smaller shall have a 1501 flexible stainless steel interior and stainless steel exterior braid with threaded ends. 2. Flexible connections 2 -1/2' shall have o 150, flexible stainless steel interior and stainless steel exterior braid with flanges both ends. One flange shall be fixed and one shall be tap type. a. Metraflex SL b. American 80A B4-1 up to 4' c. Anaconda BWA 21 -1 -C d. Flexonics 401M e. Hyspon 4500 K. Insulation 1. Furnish and install insulation as specified on .clean, dry surfaces after testing, inspection and approval in strict accordance with manufacturers printed instructions. insulation'shall be of the type specified and as manufactured by one of the following, or an engineer approved substitue: a. Owens- Coming b. Pittsburgh- Coming c. Certain -Teed d. Schuller Industries (John - Manville) e. PPG Industries f. Knout 2. Exhaust piping and silencer shall be insulated with 2• of Owens Coming Kayla. L Aluminum Insulation Jacketing and Fittings 1. All insulation shall be jacketed with aluminum, soft annealed temper with smooth 28 mil finish, 0.020 thick with 1 mil polyethylene film laminated to 40 lb virgin kraft paper. Jacket shall be secured 'capped' to carrier pipe to prevent exposure of insulation ends (when insulation is terminated). (Do not paint), 2. Manufacturer. a. Childers Products Company b. Pabco c. RPR COOLANT FLOW DIAGRAM NOT TO SCALE ROOF MOWED RADIATOR 2 -1/2' 2 -1/2' GIVE VALVE TYP. 2 -1/2' FL1 x- co,.tcigN 1Yp. 2 1/2' FLEX - CONNECTION TYP. 2 1/2' GATE VALVE TYP. 2 -1/2' r EXPIRES 6/29/67:4-- REVISIONS: NO. A DATE 5/14/01 - DESCRIPTION ISSUED FOR Cd15n JCf10f1 - A 1 a � = LOCAL SERWCES One Teleport Drive, Staten Island, NY 10311 CITY: TUKWILA, WA. CITY CONTACT: JIM WICKES TELEPHONE #: 907- 264 -7343 LOCATION: 12628 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON FLOOR: FIRST NODE TYPE: 1 DRAWING TITLE: GENERATOR COOLANT FLOW DIAGRAM & SPECIFICATIONS CONSTRUCTION MANAGER 7n Qa//��7 �Q� tio Z BUILDERS TELEPHONE # 847.698.4900 ARCHITECT/ ENGINEER: THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS DRAWN BY: WBB SCALE: NONE DATE: 5/14/01 SHEET: 39 OF 39 RBI PROJECT # 2623.38 AUSTIN PROJECT # 00 -620 FILE: M: \623 \620 \620G03.DWG 0 I G,9 r