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Permit D2000-357 - GLOBAL ONE - IMPROVEMENTS
GLOBAL ONE 3377 S 7207" PLACE D2000 -357 A City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Urii ts: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 102304 -9069 3311 S 120 PL SUITE NO 150 AWSE DEVPERM Occupancy: WAREHOUSE UBC: 1997 001 Fire Protection: SPRINKLERS North: .0 South: .0 East: .0 West: .0 125 Sewer: VAL VUE. Slopes: Y Streams: Contractor License No: SABEYCI033KM OCCUPANT GLOBAL ONE Phone: 3311 S 120 PL, TUKWILA, WA 98168 OWNER SABEY CORPORATION Phone: 206 - 281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT JOHN HUGHES Phone: 206 - 277 -5211 12201 TUKWILA INT'L BL, 4TH FLOOR, SEATTLE WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 - 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: INTERIOR RENOVATION FOR SWITCHING EQUIPMENT. MINOR EXTERIOR WALL INFILL, NEW ENTRY, EQUIPMENT YARD. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' Construction Valuation: $ 10,989,139.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: MPC Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: Y Start Time: End Time: Land Altering: Y Cut: 130 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 69,585.71 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature:_ Signature:____ Print Name: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -357 ISSUED 01/31/2001 07/30/2001 Date: 1- 1( 7 .2( I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days From the date of issuance, or if the work is suspended or abandoned for a period of 180 days From the last inspection. Date: 1' 3 ( 'v) Address: 3311 S 120 P1. :5oit:N: Tenant: :. :Type: DE.VPERM Par eel V: 102304-9069 r CITY OF TUKWILA Fermit:, No: D2000•°357 Status: ISSUED Applied: 11/13/2000 Issued: 01/3A/2001 ******************•******k**** *****•*• k**** k**** ** *k* ** * * ****** * *' ** * *• *A•k * *** *fir Permit Conditions: 1.. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building : Division. When special 1 nspectiion ohs required either: the owner, architect or engineers $,ho11 notify i.f, e Tukwila Building Division of appo,intrerit or• the inspection aye nci e: prior to the first building inspection Copie: of all sPecial .: inspection reports sha11 `be •subm i1 ted to the Bui ldirig Division it ai t ime� ly manner. . Reports, shall contain address, Project name permit number and type of inspection being .> - performed: The spec i ail inspector shat 1 submit" a final signed report 'sstating,Whel•her thet'wo► k requiring; speciial inspection was to :' b heest , of the ' inspe,ctor "s "i knowledge, n conformance ; , � with a`p roved plans and �specifications and the applicable workmanship provi s i orts of . the UFJC Any new c e�i l ng,:grid and l ight Fl xture,,; Irist�al latlon ' ►s r equ r r'ed to meet lateral • bracing equ l remerits for Seismic. Lore l 3<. Fi Par ° ti or► : walls attached, ..to Ceiling ur id,:must be 1atcra1T braced if over ;eight (H) :feet.•in length : Any exposed, I r►su 1 at, i ons bac k i rig ._ ,material shall have a Flame Spread; Rea r " t70 a 25 or' less, ar►d " iez materl Trial l bear d e ';f i catiiAon ,sshow i ng the ' f i r e ' per formaricc rat l rig thereof. All corissi ruction, to be done in eonFormanre with, approved. ,p1 ans arid requi r•emer►t s of the Uniform : Build ing Code (1997' . EdiLion)':} as amended Uniform Mechan Kcal Code c1997'• Edition) and Washington State Energy Cade: (1997 Edition). :: 8. ;Plumbing permit, shall be obtained through the .', Seattle-King County Depa,rtmertt:.of Pubic Health. Plumbing m i l l - be •i nssperted ( by •;that agency ` ..including all gas `'piping prior to (296 -4722) in addition : to any Notify the C °i1 y;. of iukwl la Elul ld ing Division p 1 ac, i rig any concrete . This procedures iss r•equirementss for:.sppc.ial inspec,t,i'o 10.; All structural masonry shal1 be special •insspectte0 per IJE3C 306(a)7. Sec. 11. Validity of Permit The issuance of a :',permit or approval of plans, specifications, and computations shall not be con - •s;tr•ued to be a permit for, or an approval of, any violation of any of the p r o v i s i o n s of the b u i l d i n g code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the p r o v i s i o n s of t h i s code shall be valid. 12, Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 -6630) , 13. There shall be no occupancy of the building(b) until the final inspection has been completed by the l ukwi 1a Building Inspector. . 14. A CERTIFICATE All or OCCUPANCY WI1..1. BE REQUIRED FOR 11-IIS PIRM11 . 15', All mechaanica,1 work shall be under separate permit issued by the City of Tukwila. 16. All permits, inspection records, and approved plans shall be a v a i l a b l e at the job s i t e prior to the Start of any con- struction. These documents are to be inaaintained and avail- able ` until final inspection aapprovaa 1 is granted. Bolts installed in concrete shall be special inspected (I.J(3C Sec. 1701.5.2). 18. , ;, * * *1= IRE DEPAR1MI::N1 CONDITIONS * ** 19 . The attached sett of plans have been reviewed by 1 he Fire Prevention Bureau acid are acceptable with the f o l l o w i n g concerns The total number of f 1 r e, ; :exti ngul sshcrs; ,r equ1 r F d for your 'establishment is calcu1`at ed at one ext inyu " 1shc:r for each 3000 sq . ft. of area. : 1 he ex's i rIgu 1 shE:r (s) a houl d , be of the "All Purpose" (2 1, 1O6 C)' dry ; cham1cal hyp Travel `di stance' to .hy.�`r i re . eix t i hgu i sshcr must. be /5' .or less (NEPA 10, 5 :1.1) ,u: 21 . ` Portable fire extinguishers shall be securely 1 rest a l 1 ed . ,on the hanger , : ar i rl the bracket . 1 i Pieced 16 cab 1 riet orr. w�a t.1 rE3 "f.E;�sE,s� the hanger ors• bracket sshal1',•:bF - securely, aarid properly anchored to 'the mounting surface 1n,, accor�dand with the. manufacturer's jrisstr'uct i ons. The extinguisher s1�al'l l be ; i nOta•1 1 e'd so tr the:' top of the extinguisher 1 not riiO thaart 5 feet above the, f1OOr aril the clearance betwe the bottom of the exti.ngu .i sher ; aria the f 1 oor s;haa not be' 1 es than ; 4 i niches,': Fxti'Ylculsher5 ssha.l be for �ai,e'd s5o ' ' i o(be •i.n plain_ v icwy . (if 46-.S all OpsS b1e) ,, or .i f: riot in plain view, they $3hal be i ' : d e n t l f ed With a, s i g n „ stE t i rig, > ” F i`r o Extinguisher!' , r. with a n arrow polntir:.igto the1:urii1 JNFPA 10, 106.3) (UFC Standard 23. Clear' ac ccss'to. fire extii.igm ishers 1s at all ti rues . << 1 hey° may not be hidden or: obstr.,ucte d . ',(NFPA 10, 1 6 `:'a) s +, 24. Malritaair'i.. fi re extinguisher coverage throughout 25 No poi rite= i n a spr i nk •I Bred building may be more than 250 feet from dri exit, 'measured along; the path H of travel. (UB 1004.2.k:2-;2) t Exit doors ;shall, be;', operable from the inside without the use of a key or ariyj special knowledge or 'effort. Ex ii doors shall ' riot,. . be locked, chained, bolted, barred, latched or otherwise rendered unusable.' All 1 o :king dev i ced :shall be of an aapprovecl type . (UFC t267.3); 27. Dead bolts are not ;allowE-d on aux exit: - doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the' :<,te:'rtaht.` c;e. (UFC 1207.3) 28. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 29. internally illuminated exit signs shall have both bulbs working at all times. (UISC 1003.2.8.4) 30. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the B u i l d i n g Code requirements for accessibility. (UFC 12.04.1) :31. Exits shall be illuminated a any Lime the building is ♦ir.Nw... .�+..). a A::;.w4�k.u4.�.wx fi -�+�l rwiss.LL'.":W�."i+Y.+iM.t.i �....N'::Ia:��s Z � gg am; 3 U' 0 N 0 cn w. LL w O g Q, co d w I- Z 0 Ill a U� co O —, w w ` IL O ; Z U CO Z occupied with light j.aay an intensity of not less than 1 foot candle at floor ..ve 1 . Fixtures requ i re,d f exit, illumination ssIia1 l bey supplied from separate: sources of power for Group 1 , D i v i s i o n 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (Ul3C 1003.2.9, 1003.2.9.2) 32. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other 'oecupancies where the means of egress system serves an 'occupant load of 100 or more . Such emergency systems shall be installed in accordance with the e l e c t r i c a l code. (UGC 1003.9.2) Combustible material shall not be:, ssi.Ur.Nri in' ex i t,s; or exit enclosures. (UFC ,1103.3. Exit doors shall 0e ,malrltuiried in accordance with ''Section 1207. Exit doorrsa•sha11 :be inain't.ai.ned, in an ,operable. condit1rio. , Doors ►ristall �d as part of-required Fire asssemb 1:i es� ih`a11 , bo, mu i nta i red ► n lac cordarice• w :,h Sec t'i'er► 1112.2. OF C 1 �' 0`T 1 y> All new Or•'i r►k l er systems and 'a ;1 "mod i f 1 c,at► onss to existl.ng •spri nk 1 er systems, sha1'1 have 1 f i re 'department rev l ew and approval-,,of,/drawings' prior: or modi flc atior► s New 4pr' i rik I er syst;eins and a l,1 modifications to Sprinkler syss * - invo1virig'more than 50'headss shall have the written appr ov a I raf the W . 5. R U `, Factory Mutual , :Cr►d►assi,r ► al F2 ► 5k. Tr►sur erss, Kemper or any other :'representative designated. arid/or ; recoryni zed try i.jie ' ( ►ty of I ukwl l.a, . or to sub1fl t.tal to the ,Tijkwjla F1rE: Prevention. Bureau. No s r*nk -1 er work sha1 1 - ; commenr e:. without ;approved drawings. (c i tfy /JOr'd riarlce 1t,1901) All .hcsi`,r..ink1Er sysstcr plans,, calculations and the contractors s 'Mater i al ar . Test C'E rt I f i catea submitted to the 1;ukw i 1 a F l re Prevention Bureau, must be tamped w i th, tie '•1 ate x�ve,I of competency SF a l (WAC � 212,-80) 37'. .`'An approved 'manual fire alarm system is required for thIis projeci; fhe fire alarm system shall meet; therequirement s of the mer i cans ' With D i s a b i l i t i e s ' Act, chapter 61 -20 WAC (Chapteri'31`Access►b11ity), N. F F' A. 72 and the City of Tukwila Ordinance 81900. Local U. I' .; central .. ; station supervision is require (C'it Ordinance 81900) All new Fire ` ra;larm systems or modifications to e x i s t i n g ,; systems shall 'ha`ver the written approval of the 1 ukwl la' Fire , Prevention Bureau No work shall :;commence until. a fire department permit has been obtained. (City Ordinance 111900) (UFC 1001.3)' 40, When the control panel is e located Inside a room, the door to the room shall have a sign with one-inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance 111900) 41 Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance 01900) 42. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFF'A 70) 43. Required fire resistive construction, 'including occupancy z 6 v O' u) J' Q w w g J ca = w z • f- ; 3 �. 0 H!. w w H -:. MI 0 f = ..' ! O z 1 separations, area separation walls, exterior' walls due to location on property, fire resistive requirements based or; type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building. Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IJF'C 1111.1) 44. Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UPC 10.503) (City . „ ••• • • • •• — .:•••T)rdinance'111900 . -and• - #1901'). •••• • . • :4 ...lhi ' be necessary depending on detailed description - of intended use. • - .• • • •": . --• •.• • 40,...•,•••Ahy.:verjOpked'ha-.04.-doiis violation the adobt00...Elt*:Pr Codes clues, riot imply approval of BUREAU • • • • AT . - •'' , .'....-' , ":DEMONSTRATINBTHAT : 4A6f .j 'HVAC..AND,r4ECHAN . tCALEOOTOOtNTAS'• - Tukcituiv:s•N61:8-',„,,,.-.•••: • -..., • • • • •••,,,••• , ••,• •• , .•• .• . • „. • • , _• • ,- -.• • • . ••••.,:!„ • •• • „.•. • • • • • • vv.4 • • . •-• • •• • • • • •' ANY • • -• • t. ' • T ' • • ,•0 . . . . (mini umu Of • 50. A $2, 0.00 bond mode out to the 'Ci tv. ofr pass I b 1 e pr'arierty damages ' •, cabsedby 51.. A map which shows the haul route. . - Copy 'of Cert.'' g . I opte of 1 rl F.3 LI ranc f..; ' C.: 0 Vp r a 9 C ( 111 'I rilpum . , ..., $1,00 .'.7: ' ,'', 0 '-.. . ' p ,„ • 53 ., `, ' - jemporary erosion control measures shallbe implemented ast,, the firSt!,order of business to prevent off site 'or 'Anto existing storm drainage facilities '-',i.• ,' , ,,. . . Contractorshall 'notify Public.Works,Utility Inspector at 206-433-0179 of commencement and completion of work. at . , ,.. -, ,..,_ ' • . '' least 24 hours in:advance. 55. Work affecting traffic, flows shall be closely coordinated with the City Utilities inspector. Traffic Control Plans shall be submitted to the'inspector.foi- prior approval. 56. The Land Altering Permit fee is based upon an estimated 130 cy of excavation. if contamination is detected, the land altering quantity and permit fee will change. The applicant will be required to calculate final 6 0 00 U) c/) il l 0 < IS. 0 1.- 1— 0 Ili W. 2 a co 0 0 I— W u j w Z C.) I— F. 0 r i rit Name: dwa Date: 0 /. ' 31 ' :.61 quantities an pay thp-..c1i ffer•er►ce in permit fee prior to the Final Inspection X hereby eert'i fy that 1 have read these, c o n d i t i o n s and w i l l comply with them as outlined. Al 1 p r o v i s i o n s of 1 aw and ordinances governing t h i s work will i complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or• cancel the provisions or any other work or local 1 aws re yu1,atiny "corisstruction or the performance of work QQ � J0 0 O '. w o • W W ; L . CO LL ; W 0 ; u to 1— _ Z HO ` LU 0 W W`; I-- U '!. 111 Z ( N 0 Desc of work to be done: �� 1 J+,, 1 rrn- / ` » 4r- SW/ /el el !J/Q�y*I • y� g/,lr ox/6r /0- G✓aG/ /n ll nl�/ G1tfTy /4u /oem Project Name/Tenant: G /ObG/ elm Valu(Construction: Site Address: City State /Zip: 33// 5oQ7X /20 , 7L .,%1ZuaWO Tax Parcel Number: r: 107..3.0 - 9oi9 Property Owner: Phone: Street Address: /2146/ Tula,' a w�/a . i 5/34/ r/ 1,Ai /4 u 55% 7/ 1l61 I - MID Contractor: 5.9 y Cmx`roehr4 Phone: 4 ) ZOCP zg i -, Fax #: za 081- 0920 Street Address: �, City State /Zip: /220 / T wla 2;�,i) /id y , i 4v. 9S /66.5a/ Architect: 54/ 1nant Dw/ j s P(/��r rel Phone: ' 56/ AS-51 V Street Address: City State /Zip: D/M FIVYP / `.0w. l'a 9.4 Fax #: V/5" '$ 3 35 2/4/ _ Engineer: G 5 Cl2V,ar Phone: 2Y6 737 72649 Fax #: 30/ 2/6 F z Street Address: City State/ Zip: 42S/ ,,irme/aaa,4 , aQ4 /./liv/ IOW i Contact Person: dd L - �lC2 Z. .1; 1l( .. ..: ; s Phone: +.7 7 1,7, 4 Fax #: ..• -,.; . , J, ZO tr ZS 1 0120 Street Address: — . City State /Zip: SAM R �► F / : '.. .._ _ ._ ' .. _ . Desc of work to be done: �� 1 J+,, 1 rrn- / ` » 4r- SW/ /el el !J/Q�y*I • y� g/,lr ox/6r /0- G✓aG/ /n ll nl�/ G1tfTy /4u /oem ramie �s Existing use: CI Retail // Restaurant ❑ Multi- family Jo`11Varehouse ❑r ospital CI Church in Manufacturing CI Motel/Hotel ❑1 Office 4 001/0411 0 School /College /University CI Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑Warehouse 171 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel jaOffice CI School /College /University ❑ Other z', ... /_ I AI.; r Will there be a change of use? '. yes 13 no If yes, extent of change: (Attach additidnal sheet if necessary) .%/4G.e 4 l9 Bh ,, � / f t , Will there be rack storage? ❑ yes IR n� Existing fire protection features: ,sprinklers CI automatic fire alarm ❑ '' n '' o ^^ n � e ❑ other (specify) Building Square Feet: il GCS existing Area of Construction: (sq. ft.) 23,a t 0.7- 641fer■er) 114111eieler. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 be accepted throu the mail or facsimil Date application aepte : O CTPERMIT.DOC 1/29/97 APPLICANTREQUEST FOR PUBLIC ;WORKS.SITE/CIVILPLAN REVIEW THE FOLLOWING: (Additional reviews maybe determined: by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): _ 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days 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 Ilca 'on expires: FOR STAFF USE ONLY Pro, .t Number: Permit Number: C 2000 . 7 ApplIcan by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM rz L BUILDING WNER OR AUTHORIZED AGENT: Signatur . Date: II . 1 3'00 Print name: ,-- f/U6 N� 61)6 �r�i ° F a x t1: a y zoo 7' ti Zf3t -dpi 76 Address I ZZO/ TUX / 1NTceN4T/ON4. ./L», / terfl ) Cit /Stale / „ivi l., um . qsi uo ALL COMMERCIAL/MULTI -F ' ILY TENANT IMPROVEMENT/AL& RATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FO WING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • 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 H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : 1 7 Site Plan (including existing fire hydrant location(s) " 1 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 (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species of use only) 11. Location and gross floor area of existing structure with dimensions and setback 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 (Form H- 9). 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. — rCtnf Indicate proposed construction of tenant space or addition and walls being demolishers 3.,c 7 -0 • rea Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from 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 be 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 land 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 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -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 be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit 'application and obtain the permit will 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 LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPL FOR THIS PERA CTPERMIT.DOC 1/29/97 (exterior changes or change z ~ w re 00 co o J H w 0 2 u. i I oI- 111 Lt t-- H U O ..z O~ z MINI aro ' t f�+4L,M k, ,y3 j; t F Ic'nfi't''�i 1 * *4 4k *A * +.kd•ks1 *ntka•• *4 Ai* *A•k+ *:4 *: *k . 41: * *4* *A k 4 4 * * *4 *s4 * *4 ** L' I'f'r to l` f 11 K 1�l I L 4a , !�i �1 (* * o — 'f R ri;•15M I T * *•k * *AAAk:4*401 - 4• * * *i A, ( k * *44 * 4* *•►•*• **,h *4 *4 *r, *•4 *4*4* •fRUUi46MIT 'Wunibci ^ : : 12'..)8((3139 Amount: 27.2.46.9E; 9E .11/13'00. 117,57 Payni rt :Method: ; CHEC:IC Not?? 8WBEV CUNSTP..UC:T]: In it: TLE# P,e�r'ntt- No [2000-3.•,7" Type: DLVFENM DEVC;Lf.OF'TSE NT PEPM3.T Parcel No 102304-906 Site Jdre' s 3 311 5 120 PL Total I:ef~9.: 69.419.21 This Payment - 9 246.96 Tota I Al. L. Pnit.s :; 27 II al a nce: 4291.72.25:. * * *•h *A*ittl *3••4* * *phi *4 *.4 irk *4r* * *,4 .,5 *4 .d *1 **# *•4•/;ro1 * *A•4* * A ct oun t, Cads ' I7ea[f i p t ion Arroun t 040/345.E30 PLAN CHECK - ,`NOUh:E$ 27 t'7 l4 ,97 T I]TAL . 27246 Sp }{ .J: r . ,�. '.�� f.. ,r ..t. ,i )ter i� �• f+J,. -1��; `' t N r 14 ti v 1 L ift w7 1 ;t'i�vn'4'.';u11 rd.t (': "`Jxc r s :,(:�.l.t •�hsti:C*, W C� DI , U 0. coo ` w w> W 0t w =; w F-; 1O N. W w' =V - mss w Z U R1 H. `0 Total Fees: 69, 585.71 This Payment 42,338,75 Total -ALL Pmts: 69,585.71 Balance: .00 ********************************* ** * * * ** * * ** * ** * * *k * * * * * * * * * * * ** Account Code ' Descri pt i on Amount 000/322'. BUILDING - NONRES _42,072.25 . 0 0 0 / 3 4 5 . 830 PLAN CHECK - NONRE S 100.00 000/3 5.830 PLAN CHECK UTTl.:1 TY 20.00 000 /'386.904 STATE BUILDING SURCHARGE 4.50. 000/342.400 INSP FEE - UTILITY 15.00 412/342.400 INSP FEE STORM DRAIN 15.00 492/342.400 INSP FEE -• SMF /SSS 20.00 000/x322.1;00 LAND. ALTERING PERMIT FEE 54.50 000/345.830 L LAND ALTERING P1: AN CHECK 37.50 1 • 2204 02 /05 9710 TOTAL 42330..75 � i : ii 717 %. ' ;j , :, s�, � rr ;. � ! ' r• -•7 ..r i 1 Mf Psv ' r ,. -,. .. s s.-� a ..y, 41 .. s . .. ' Z H . ,, !" 1 , '` ,, . •� v }t ..i':. iN;* * ***** * *.*** ** * ******* ** ** * * *' *k* ******* * ** *kilo ******* *** C1.TYl , OF TUKW1.L.A, WA -- .—• . j . TRANSMIT * * * *** *** * ****** ** * * * * * ** *k>rr* ** **' *** ** * * * **** ** **** *' **** TRANSMIT Number: R0100131.Amount,: `' 42038,.75 01/31/01 10:59 Paymeriti Me�t,hod:' CHECK _. ,Notnt.iori: SABEY CORPOHA110 Init: BLH Perin1tWNo: D2000- 357�^Type: DEVPERM DEVEL.OPME.N`f, PERMIT Parcel No: 302304-9069 Site 3311 S 120 PI.. location: SUITE NO 150 a; 05;1 .,..�d.P� a11� u,rs+,fs;,.:uYa .ao.F .¢r ., r Z ` v0 c (o w:, 1 w 0 IL Q; ° o 2 O F 0 z � • 2 O w w� V Z: , . H = Projec i_6,LN" Type of I A Address:: 33/(S /id A Date Called: , �� ' Special Instructions: �� �G � Date Wanted: ?:2,2 .ie d...-M- p.m. Request111 , ). 7 Phone No: - . c2cb� 74° - y��3 f • • ` INSPECTION iECORD 'Retain a copy wit permit INSPECTION NO a, 1 , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' 2z e -357 e Approved per applicable codes. Corrections required prior to approval. COMMENTS: re; / 7 $47.00 REINSPECTION � E REQUIRED. Prior to inspection, fee must be paid at t300.Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: aa ..'' cc: »L'dLrS. • v': ": • :�i v: tfio-.0 ' 1't' fC;41k Yew „'i , i6V4 "1 .ari 4 �"i'r41Rr'.�.iiF:ttik +. "uW Z re W; 6 J U� U O' co Oi u) w W =; J W O g Q` N d' LU Z �! I- O Z 1- 2 tu U 0, O O H . W W+ 2 O . Z ' "Li O ) L ,W; x 41.0;;0+ - FINALAPP:FRM Project Name `..:) t • (:) \?' L O G Address 331 \ 5 1 p �:.. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ., .)o Authorized Signature - bx': "Fiti H.���;.�r .... ... � `: tii. e...,;.•t�G t• TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM current inspection schedule Needs .. shift inspection 6J Approved without correction notice Approved with correction notice issued Permit No. T.F.D. Form F.P. 85 Suite # Date City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Are Chief 2 - 35 1 0 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 z re I UO ' N 0 ', W= -i l- N LL wO u- Q ; w = a w , z F , F- 0 uj w 0 0 co O- : 0 1- w uj Z w —O o Z ui U I.. z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwi , W49 1 s - t 2 431 -3670 Type Projeyt^ Address: Da e called: Special instructions: Date wan Requester: Phone: proved per applicable codes. 1 Corrections required prior to approval. MMENTS: r7 _ Vie:- � �1 '"''' Ji''- e1/Ilr/ 77--, , Gter' ~ fit $47, i s -R NSPECTION fE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: ?ifa a Irl6a•+ ci 4JG� *...° -0 �Li�: md." `''ifi3i�e .fJ:'.e" : ti,A+w. .4`"47:R�itd;<:�.Sr`;'S tSak .� r� w+.�: a �.,..ti:K• -.t Yyw "1'.4.i:. +x�iFt7 Y;.:4ifTiY2l+r•°..sf i4 is -ai. re w JO O 0 co o` co uJ O }}; g J O D, I— W Z 1- 0 Z F--: Ill al U O N ' C1 1` w w ' _ , i— 2 .. LL. 1 6 • U No 0 Z Project: ' 1 O be J Q vi e.... Type of Inspectio ; Drt t ct' Address: 11 5 = 120 -' Date called: a.:(o -01 Special instructions:. Date wanted: Requester V M Phone: 19 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: - n Date: INSPECTION RECORD Retain a copy with-permit t 2 - 3S PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: 1- "Q ‘e . c . CC VIA on ttt.r4 y n Oil) I irk pec%G\ S ` VC Vvot , `tG 5nlr vei ?t-c' S CGi !?PCt n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: u. t�a astOt t _2x Tttal . `''�.9<i�.i' i +Pi1�5�r tika= ` srS:h : 4 :.i :;.:= .Fx?le !�t 114rl 414014.U■ 3G;btih' F,r , :t.t1�ted aitaLvYb dnidv:. u�AB ,t 4iob/ : One_. T e of Inspectio r�fw►r>C W1 J' r` ca l- 33 ieo Pc... � 0/ Special instructions: Date wanted./ a. m. R9questen - Phone: -13o- Li g 7 3 INSPECTION NO. COMMENTS: L. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes: (206)431 -36 Corrections required prior to approval.. $47.00 REINSPECTION F(REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �'� #'4d: L .�'.t/ H S�S�+ ;rs H j ��`���.f 1 ' f w�.l ' ..4j� -R.,. Y n, k?� r r :.'.!ifa7n.ssMfx�3;Sa s..::dxP�Sltis!At:2rTt : 7e n.tfYd,F.i :SS.f- { Ai',- `,'W: Pr j t: 4 to 2( Orin Type of Inspection: s ,+ -,c'e ( et l i n A res : 1} U 2. d: 0 J Special instructions: Date /0 f a. i,PL wanted: • ! p: m. Requester: p ) )o r -1W �q ll[ INSPECTION RECORD Retain a copy with permit rsW SPECTI• NO Ci7Y OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: trst5ector: Approved per applicable cots. PERMIT NO. (206)431 -3 ( Corrections required prior to approval. Date :5 f.AO/ 47:00 REINSP C s FIE REQUIRED. Prior to inspection, fee must be paid at' Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: k a,ia2'ir . s., Grf !?vt'd>�aA.`+',a�i°t:iG`'�. eia.ri? :u'3a•aa ter,. 3. n. v; te- i. .e�bi.:e,ur'ak'4(.s�rl7axS•}„. P c : j) � p►- � O . r v4. Type.of Inspectioli: ' & � . Addre ` . I a , ' ^ J, Date cal le • N i'cp/ 0 ( Special instructions: Date wanted: S i 10 . . 60-L.- Phmace) 7 3o 4qe3 pproved per applicable c Inspector: 4- INSPECTION RECOitD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 1` VI ! -r7°' PERMIT NO. OMMENTS: r rOt c t JPo1, Q,n -t-Arq WY\ S c v'C)Or kn NC1 P \r4(P okkl i r)-Q S W,/, \ ` ✓`1/') Va y� GOCIS Corrections required prior to approval. D ate: 5_ I t, D J 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: y ,. »- a.,_ . >s; r ,_ ..ft..:; Y .s . RmrezSxu kC t k r i - .' srl K,:Cu w. aVa "u a sG 4 uv i: iAfi;i Ja&.0,t.3 n Pr ect ( t� I nhe - 2 i "1�: Type of Inspe Mr t ' a 6r 1 / roc Ad ess: Ai I 1 s iao -- Date c e x/' /0 ) Special instructions: Date wanted: a.m. 14/7/ ? nI p. • Requ er: ie4 Phone: z 7 0 7 0 q IS INSPECTION NO. - , ., r . INSPECTION REC 1. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,Approved per applicable Codes. { PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: 41 / Date: J_(_ 3_0 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: zk aaaraa t ki:,ifai l: la aw SS`"t. at, i r . . tattRO d Gam§ L "a Yl$r rk :?n'w:AIL:,o'.' 1,.1:1:.3: ., ....n....1.:A1„,.,t „t. a.,u..,,+. -A�., i �r. 1.es6r,� Lkkis:.4�� . - ir." i.5�' �4.. ik: 9iW.a+eUAdisU 49„a d' <,F.Y_dsr?unii xWJ0 e ✓S+u:'>},xi tr4.ti4:01a$wAf,nVul 11 1 1 Gir,tte 00 • W = 2 D. � Z1._ 1- O U 13 O N; w w` ZU — 0, iii z = ` • 0 I— Pype Project.,-, O✓1 '2- of Inspec ion: Ot d <i i° rep - bus /4 Address: ' 3f/ S /.,20 Date called: ' h 2 / n1 Special instructions: Date wanted: / . a.m. 3 / �lolp / p.m. Requester: Phone: ) 730 _K f 3 55S ..Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1,200u— 357 PERMIT NO. COMMENTS: 6 .cat- JCJ 3 /0 2 -(9/ 1 el h-1'114tei fJ4)ZALQ r1 ) Atrfzi Mt/ J,7 /`( yz C ! /�. FAA4 y , 47'4.4 — VA( vv t-. t t. 1 t, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. Inspector: Receipt No: Date: r1E•✓4,d�: rw vld�;r.:f,k. 5:�{WL.'1.. � :dwarf: V 1,14.. ,lAiS'i�k'i."aa+ acz �,s.'Liset�:..: .t sn .a �'•:;r.�;vy. .. •vw4aa::,: C�;tv+. Y.asys 1'r,% tkau+?.drytw�<rmr a irk xw. rk%S aGm}? - Project' T le of Inspection: :Ii,ucto e cI+ ns: Date ant g P. ter: 'w "e1 ► t hon : Phon CU) - 130- Lic,, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, 98188 (206)431 3670 Approved per applicable codes. COMMENTS: OL � 1-e In spector: Win,- �'!^� - • 11 T"" "'" �.-r�r ' V,Llff ?l)t INSPECTION RECORD ` 060_353, Retain a copy with permit PERMIT NO. Corrections required prior to approval. Date: )4 Q1 O f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r: xaba —I r+r.r3 - 'th:fut ,".w.4+''", iria,r ...,:w.e. .tts e• &"' n ee:?.at igsi eo4 itbi2,31AL INSPECTION RECORD Retain a copy with permit I 000 - 3sl PERMIT NC). INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981& (206)431 -367 Project: c 1 On A t e 1 \ Special instructions: Type Inspection: Date called. Date wanted: • a.m: '3— ` -0) p.m. Requester: Phone: Approved per applicable codes. 1.4)1 a 3,i 4.16:P k ,$rst faux. �+ :..t�Lr:i.:a4.xl�t i�.:iv'�:..:J.. •tr•,* t. _ ter_•. Corrections required prior to approval. COMMENTS: ce∎vrc E. ;peS inch h ter res po ,r, sQ 4 - 0 c rr,re e dr V\ 1 . Date: ? 2\ _O , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: • ,., "bY, t:.tL4.Ft •,.6,1''V , 4 . ' 63.iriiu Project: � � o � ( � � e- Type fins U t p cti 1 (atN.\ CI c Address: y Z� -11-1 331 It 5, Date called: 20 0 Special instructions: Date anted: a.m. 3� 2 ( v ( p.m. Requester: f, Y-6 Phone: \ 7. -73O: ` 12, Approved per applicable codes. ! INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 1 : t . 1, l, 1. -. 02.000'3S PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: lati1 F (1 - mh ctIre& (7), , aces Io � -nl� Inspector. - Z Date: a I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: ` al.. of `»rF la..0140vea'dr r a+ .t,sow&koitigruiceu ur a,.v a teA e'l '. SS• b§ 57.�;?t$'ktF�, ^ ,ar...tt'ri,tilk, a o./GV031-t, ✓.."Li.,.. t a49�, �t 'Mf..1'x r +Jatsnrb.ulw:(iz:+rt,� t.� ...,K:a�� ce 0 O CO 0 V) Imo 111 0: N a W `: H =; Z H0 !, ZIr- 2 W IL O tL Z' it =� 0 Z. Project: a 0x4. l O Ile Type of Inspection: n ( m;1 na e Address: _ 311 ' S P&L& Date ca led: i a / 15 /o IN-� Special instructions: Date wanted: ` ' 6 /. 15:17r. a.rr Requester: 67P/1 , i fii Phone; INSPECTION NO. � ^^ AA ll CITY OF TUNWItA"BU11b1�JG DIVISION \ 6300 Southcenter Blvd, #100, Tukwila, WA 98188\ Approved per applicable codes. Inspector: I Receipt No: 1 P�TfO RECORD Re ip•ataapy with permit 1447357 PE MIT (26)431 -3670 Corrections required prior to approval. COMMENTS: /Woj l.�0 f410" S� i✓ . 6W d ��. ( J6 4 I Date: / / E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t11l 1 d a lea4 . 16.vg..t nti4tt 2 re 2 U ' U N O I U W u. W 00 ' co = CJ H= ZF- I— 0 Z I— UJ 2 0 0 - = 11 Z 1 52 0 Proj : ( ( �i e Type of Inspection: A d 3 ,., > 0 / Date called: v / Special instructions: Date wanted: 3 -- a.m. W p.m. Requeste Phone: — /raj �/ I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Ijl fzcW--3"-7 PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: r0nwt cntm p-- P- 10 5 s 0a c,s; \L.. vrct44 Lk)ck t t 1 1 hA Inspector: /* 424 1 r. c x}{ Date: 2 8 -. 0 ) 0 $47.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: . r. Date: �1 � ,,:ib�).1f 'li " s.ve •1elM1:4. SK'n's�f y'..h5C�5 udCa s% f:QSCJ t Z' U O, rn 0' W W N LL W OI, = d:. W Z ° W W` ,O Ww ` 1) C;; ; ; Lll Z ! U • Prt01/4 10 — 4' / O' , ' `e-- Typ f Inspectio .r..- G' � lit; o f'1Q i,t� Ad �( I S' l�TI " L Date called: 30/ , / _ ;l Special in tructions: ... fil / f e, / Date wanted: �f C/ 'a.m. P. Requester 1 Phoned 7 T yOJ INSPECTION NO. • Approved per applicable codes. INSPECTION REC6Itil Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Uctliboo r as* toolvk : h-or d CX YIAt■ )CM VY'G 4PC( j:a .J:: ydijm► 1.,1:...,m ..aiJ�u41 w++iA'.1431 ar :.',i..L.r , PERMIT NO. (206)431 - 367 Corrections required prior to approval. Inspector: \2 Date: { ' 4 0 4 611) 0 $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: 'Sr"sY. S.r s" ii+ rr! '• Y - r +.aSL+ JK.aXtiw�'.Lvui ��=it " «� ra s S.x. kk : z 1 uj 00 (0o w W W 0 LL Q co = d l W Z � Z 0 ar 0 0 I_ = V to l.. Z . N F. 0 1-- z P oje t: be h� Type of Inspe Ii n: five( Lwt ( Address: ti t. X5115. 1 7.� Date called: �Z� b, Special instructions: 'u < '.-e (50 M Date wanted: f Z. a mom; p.m. Requester: ! ( � Phone• p r�. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. li INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: WAIT - INSu , Gt`i 1 a,, 1 r vn P 4-t° `PSS Ll )q i bony SUa,� f'� 5� r � . 6∎ ( r►ev - ,V\S1 i I-P; • VC) FGS-+ Wo I ri. 1k- 40 vo tJr,1 av^ ck' 1vq- ■11 cro 6.64.z Inspector R,G1.11- Date: ) 0 1 n $47.00 REINSPECTION FECREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: *uatiugraub.3u 111Y5 IY,L� e1"+iaoitAY.� 1.PJ`t4rYt '6. iltigs / # ' f1�.�,e a ' l' a w•� t efilo :.e ..,C.,.�. »6wa;S,;+/. vaxrL -in Y. rev,`1'd{U+'1ct iW.k';:15Cl iilu6li' t.•t3,S�ye:� laL4.iv'17?YN9r l :lryi4.I.:S'kfRwYSG1e2Er's.+.,u {'y.�i,'1.r.< n.wui:'.b .r.�er+r }.r�. re V O i U) 0 . W= W g J Q '` 5/2 = a ° H _. z F- o z 1—% U 0 i !O —, I Ui �,,; H (y O : W z z Project: 0(0 2 \ Q 4 _. Ty nspection: v ` Nr avrmi T - -m-ad( A l S. -III 2 0 Th C( call d: - z 2,3 Special instructions: , .- Su S ACO Date wa ted: a.m. �� p.m. Re s r• P one. - 0- `t 3 � 73 $ cell. pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 02000--35: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: E -` _..__ ►t � •\ 14.43 • ' _ odic, uQ • Wall I eSS •t; Inspector: JLQr Date: 2_01•(9-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: i4 1. Ai i .:.titiv�.f„i+.7`d:3ietv:e: fi: lRarkJHtyl r.{ G^. Tri! sY$ �i�a�Ai:a%. aaF�stY; a�1, t4.:Y.h.x`."tNd�'iM,LxS. �r u G4irr�.,b:e,ti?..� W oo co W N WO W,. Z Z0 111 uj w 0 ; li Z p INSPECTION RECORD Retain a copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -367 PERMIT NO. d al 1 5 Iz• -th p Special instructions: 7COICI'e.)442-19 /IA' 0 At // am-t T Ae of Insp,e ion• rr n � ,, n Date cal ed: Date wanted: y Approved per applicable codes. C O I P A ENTS: &Z.v / z i , / r.44.'1/4 Requester: f tai Phone: (,_ 730i/ g3 0 Corrections required prior to approval. / Li) /1 i/1:7 /)fr Ne2S- / ri ,9 - l O laS/"./ we‹, / 4" j ■ I/ /1 ( / 'Receipt No: /li'+I.1V \ D $ REINSPECTIbN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: d 3,�4u3d3: SA:�,9i 5�5fi1@i:SFia ',St 1,11,i ay«f a 43;4'1'0416, dU tr '110.1,1: 43∎4aE .o�9:c,xn:� �a itix a.a,c .±+sir..uac�,t.lai51, � gJ�,krls,Mtaanv,.. F. Project: 6/ b / O } 0 (c, t Ty g ection l ls41-C (J Address: 3 33- // 5. /Z 0 �/ Date called: U / 6 / ,� Sp instructions: . 7r /S6 ent�.6 Date wed: -)7a / f d / a.mr,: P.m. ten Req Phoe: 49 — r ):30 — i ng . 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit r� �Z - 3s1 PERMIT NO. (206)431 -3 " COMMENTS: Inspector: Corrections required prior to approval. Date: 2/2.4.41 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 6 V O rn o wW ow. ui 0' co = d i— Z I` . Z W W 2 U co 0 1-; W ad' H ; u l .. Z , U 0E- z Project: I j / O D A./ 1/11 . Type of Inspection: ire frtil .5 hid �' I Address: � 3311 S. /..v `Pl. Date called. /Ls 01 Date wanted: o?/ / /D / a.m P.m. Special instructions: Re gester: 0 /F'r7 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. P2 duo -3s PERMIT NO. Corrections required prior to approval. COMMENTS: -�c 1 0 iv 1 1 , / `' -74 ' . , e l-eA_ X 7511 G* i rye %( "i4 $4 REINSPECTIC 1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: %a siv;ra� Yt; dJFK 5tit • I- rL W 6_ .J 0 0 to �; W 0 gQ tom O to F= W . z �o o �` w w! = U' f— w I- O w P C.) =i 0 z Project: /1 / 00 (_ (006k-1 Typ of Inspection: in �Yl,�r Address: rt �, Date called: ci Special instructtipns: 1S12 Date wan ed. a " //` of p.m. Requ� (' 1tr1 Phone: 61.0 -1 73o - 4"98 INSPECTION N CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: / , (� C✓fr7.6rh1 2) f s rod C / fJ kie 4 1 ,21 2 t) APP. S ! �v. .5 tki5A4 dal f? '1 S Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required to approval. Date: 2:11, El $47:00`REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: JAnsootatobultinesteammulttittAurct44210-04L. 04,4-4; z cc 41 o oo 0) 0 ', tnw I Ili O N d Z �- o Z mo U - _ : 0 1- w w z I— V II Z ',. w 0 - 1_, 0 z Project:. t , , Cam ) r J (� y ,L Type of Ipspg�tion:_� ,e G!/!.� l � ` r h Addre3:, Al Date called: Special instructions: p �!! s Date wanted: //1 a.m. Requester Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved Rer applicable codes. PERMIT NO. (206)431 -3 COMMENTS: W Corrections required prior to approval. $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: dna� ;'24■As What::: i i5a 9n. »SV`.:itikt� varjrw� Pr ct y /v / 67v2) T, Inspecti n U ) Ad s: V •� .. / D ate called: 11"/a/ Special instructions: '.. (Weil � !/10' Date wanted: • '� , � r m. p.m. Requesters , i ,. Phone: ;0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3 COMMENTS: tS 4 70 I, 4 a I vey /o 5/h4zAd a /,PAP. I714,r - l ' 5'1 Correciiiib required prior to approval. ED $47.00 REINSPECT! I N FEE REQUIRED. Prior to inspection, fee must be paid ,► at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' �`... ^.x�J�� .. ��aYpiiRCW�b6{'�i6Y'1L4Lr�✓N�.P 1 � J�,� �:+- .�rM +� - .• : -••• • L�.. CB •.i4y]fsf�av!.b.av�wtraC7•.A:9 sk'a, .3rn �y wnG:i {nrktrKi�u bt�s iti�ltiri�:l+ 51 .7E; 1;r`.i'i`.a•;.x4il ft, Ili J Ui U O ! N ° rA I— . � LL; WOO LL a co D ? H: zo LU Ili 0 - oI- = V; LL � O . Z lil ' U 0 � Project: a Type of Inspection: Address: 3 i/ 6 /7o P/ Date called: 2-2.0 Special instructions: I ttl and �^ !i" / POI (i) d/5) Date wanted: g'"-. ....0 / p.m. Requester: (�� ^1L' �f Phone: go49- 750 - 49133 INSPECTION RECORD Retain a copy with Permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 'Y r C (�a fy / G ' l -'S (cZ 7 -(1 5 �_ / 4—ti/- v._ PERMIT NO. Corrections required prior to approval. COMENTS: / $47.00"REINSPECTIONtxtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1�31. 1Sy��. `rt. yo�y` ^iii µ�.��e lbµ. =f� +.t`�:l+O•M �..W�. �.a�i��1Ni. 1��4f, ryi.t l�. ST���4�' � Y�':.. �1 Ha: �: �l� 'biLt�.i4xM`rs�4.�+.al•.w91sA � �C.�S !' aiik�:.+✓-..&, d' tis:•/ m6. su .ci5:i��:ukfS:Ga;t1.t.3:•wf+' • ,Fi':(1 ?.?'J:NL'v,du"i� ? {�tiia .xd+e%Y•Yh'1�ci "ho ler?�.4?.'ed4i.:141`2;44. .1.6 „ •s:4sCl ! j O r (E) PLYWD x RAFTERS 1D ii FRAM OR ING TO: I LOAD (T ADDED MEP H3 TIE 0 8' -0' O.C. OPLAN AT ROOF LEVEL scALE:1 /8- -11 -0- O SCALE. 1 A • -1 -0 yr *W. OD • U15410 HANGER 1 1/2 1M11. GM • 1105410 WWI" O DETAIL scALE:1 1/2" -1' -( 8 412 0o 4812 4212 4812 4.12 4812 .r.it 8 00 8 00 ref 00 4 00 �. a DO t • 8 00 00 S 8 8 00 j x 00 00 ' l M OI'fr m m m 1 _ Wo P11 Ls-it .1. J an t.L tL1 8 r 00 I 00 00 00 co (►I 0o ww Obt�. 00 1 UO I , i I 1 I .' I I I 00 D, l I � oo 00 _ _ 8 00 a 00 1 I IP l \I I I I l/ DO b 1 00 00 00 00 00 I 4212 412 4812 4.12 M12 � r r r _ tCrlau — (Mobil ` ` . (002.11 '�..r . � x�.,tw s=11110w -5 I ! j O r (E) PLYWD x RAFTERS 1D ii FRAM OR ING TO: I LOAD (T ADDED MEP H3 TIE 0 8' -0' O.C. OPLAN AT ROOF LEVEL scALE:1 /8- -11 -0- O SCALE. 1 A • -1 -0 yr *W. OD • U15410 HANGER 1 1/2 1M11. GM • 1105410 WWI" O DETAIL scALE:1 1/2" -1' -( O O 8 g 8 S 8 g 1 8 ri 4 ``, +101 st ir s ; ''•'‘.., •. IL.H::, i1,:js,:::::/;° ......................... - f ....„..,...;. ......,.... :i3 • . '• Ss : • .:- — F 2 v 0 z 7 I Pr 11 t N t N t N 8 8 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 8 8 3311 South 120th Place Tukwila, WA 98168 8 8 8 00 N N 8 8 N N Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor Is 0.19 Insulation on exterior or integral - maximum U -factor is 025 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft'-"F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position U- (actor M R FILM d , !' Gross Exterior Wall Area 4r/ cam et E 0,80 % Glazing J 1 n `" . o. 1 Q 1 A f N/A j ri Q u t.Mi N 1 9 boo N� '" - GYP (3ehRD o rS6 ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. f P E dgi AIR Fii 1M o. 68 N1A Slabs -on -Grade 8 Radiant Floors �R = 2z.2-0 'CI= 0.04S . Maximum U- factors Opaque Doors N/A Vertical Glazing N/A Space Heat Type Electric Resistance • ❑ All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing Kw.) _ N/A X 100 = N� '" - Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) ' Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 2.7 r 38 All Other Roofs NIA Opaque Walls N/A Below Grade Walls . - WA Floors Over Unconditioned Space N1A Slabs -on -Grade 8 Radiant Floors Maximum U- factors Opaque Doors N/A Vertical Glazing N/A Overhead Glazing NIA Maximum SHGC (orSC) Vertical/Overhead Glazing I Envelope Summary •1 ' I - 1 I,- ► • 1 t- V I I : I. _ I I Climate Zone • III I ENV -SUM 1997 Washington Ste Nonresidential Energy Code Compliance Forms First Edition • June 1998 Project Info Project Address 1/6diniA /2a %/A Applicant Name: /V 6cl Cry 11/41,61-T (Wt./T 0 £' J ' — ' zLot j views tip 1 lt✓ I Applicant Address: Applicant Phone: uj (0 28) -4 70° Date 4 9- #0 For Building Department Use idol', q $ t 48 -. « Project Description I ❑ New Building ❑ Addition ❑ Alteration Change of Use Compliance Option ❑ Prescriptive 0.Component Performance (See Dedsion Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis 'Refer to Section 1310 for qualifications and requirements Notes: Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* 2000 tw: t, wwnrvi�sa! �• 4Aanw .�'R.;."'P:'�!�f�!A'��,�2P4�� _. .. . :., Concrete/Masonry Option* Wall Heat Cabacity (HC) If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, . the Concrete Masonry Option may be used. For framed Assembly Description Assy.Tag NC** Area (st) HC x Area Radiant floors R -10 Opaque doors 11-0.60 Glazing Criteria Met? Glazing. Vert OH • Area % U U SHGC 00.10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.65 SHGC m / 1.00 1 walls, assume HC =1.0 unless calculations are provided; for all other walls, use All Insulation Installed? Opaque Wads R11 Masonry walls (int) U•0.19 Moonry web (other) 0.0.25 Below grade walls (act) R -10 Below grade walls (attar) R -11 Roofs over attics R-30 All other rods R -21 Floss over uncond.sp. R -19 Slabs-on-grade R -10 Radiant floors R -10 Opaque doors 11-0.60 Glazing Criteria Met? Glazing. Vert OH • Area % U U SHGC 00.10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.65 All Insulation Installed? Opaque Wahl R -11 Below grade walls (ext) R -10 Below grade wails (ode) R -11 Rods over alike R-30 All other roofs R -21 Roots over unoond.sp. R -19 Saba-on-grade R -10 Radiant floors R -10 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vett OH Area % U U SHGC 00-15% 0.90 1.45 1.00 15 -20% 0.75 1.40 1.00 20-30% 0.60 1.30 0,65 30-40% 0.50 1.25 0.45 All insulation Installed? Opaquef R -19 Masonrylwaib (Int) U-0.19 Masonr rwalls (other) U-0.25 Below glide wails (ad) R -10 Below grade walls (dhr) R -19 Roots ab attics R38 All otter roofs R-30 Floors oier unoond. R-30 Slabs-ad-grade R -10 Radiant floors R -10 Opaque doors U-0.60 Gla4ing Criteria Met'? Glazing Vert OH Area % ' U U SHOO 00 -20% 0.40 0.80 1.00 All Insulation Installed? Below gradewalls(ext) R -10 Below grade w llls'(othr) R -19 Roofs over ethos i R38 All other roofs R30 Floors over unoond R30 Slabson-grade R -10 Radiant floors ' R -10 Opaque doors U-0.60 Glazing Crte(a Met'? Glazing Vert OH Area % U ly SHGC 00-20% 0.40 0.80 1.00 I: . I I. . r : I . ■ . r _ • _ 1 : 1 . • • • _ • II • r - • III Envelope Summary (back) Climate Zone 1 ENV -SUM 101117 Washington Sate Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1 302 Space Heat Type: For the purpose of determining building envelope requirement, the following two categories comprise all space heating types: Other All other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) \+. Use this flowchart to determine if project 94alifles for the optional Prescriptive Option. If not, either the Component Performancq or Systems Analysis Options must • be used. Ele tAe Resistance:: Space heating systems which use eleduiaresistance ei dents as the primary heating system including baseboard; iadisnt, and forced air unit where the total electric resistance heat capacity exceeds 1.0 Wfn of the gross conditioned floor area. acceptant Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Systems Analysis Required •J � .. Totals Area weighted HC: divide total of (HC x area) by Total Area First Edition • June lase Section 2009. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) — > . U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U Plan ID: U= Plan ID: U= Plan ID: Kf 0 we > :: :>i Gl Aict ts'J~1asi t H *Un . ;. :G, µ.r:::�;;.ro + :.:.Vi , :µ.•:, • ?: .,,... YC 2:; .. SS ?i • `5:;:� ? ny ' : • • ,. �[f:'•:::vS�:Y.:rw••y • *: � . • s::E :X!f r:ss <, ;;r�s.� ,;.•x;: < ^issss'. ^.z „. ;� # : ti • ss foa' :AC < v .. 1 1.aF G: f4 M l i tYatt(t � p g II „ b U= Plan ID: U= Plan ID: U- Plan ID: U- Plan ID: NM 1•f F l � i l e ajtl f#e > • ,� r< ,fit 01 b J_s g � r� O U= Plan ID: U Plan ID: U= Plan ID: U= Plan ID: C IV 0 K1= x 1g0 :.K '.ia` a. ;.•: ••:.'�ti }fir:; ':i ;:'a::S.r r.M1•o ,.:t., ‹,•:.: r• >: l gWSt€ ::.: sst: s> :s•K:. >::,:z:a >;r;,.;�ax >. h ?.':a;¢:'s <si'sk;: :Idt t'll t�f.1 :.. tEkN1k 8 e . O U= Plan ID: U= Plan ID: U= Plan ID: NIf E a ACq l l f r ; fi t ^ > %: '3i 3 ?:«srxna:•:t i1j 5ANt 6 •`: ;< »? JA m $ b R= Plan ID: R= 28.0 clan ID: A - `� 0 I R= Plan ID: SS 0.036k 2 3 / 750 = g s 0. x2 3 ` 7•"= B SS >w r W? RAM�! ±1!?O ...... :: .. ...:..:. . .:: .... : ..... ° re R= Plan ID: R= Plan ID: R= Plan ID We're a . :m::::::. ` t a i l#! :, 1k' . k1Q'. :',•::'::::::::::::•,:::: %> ~ %O:C s ::::::•.:M::, :: : I R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R Plan ID � R= Plan ID: l■re, '` "IMrs::a:. 'y�.:�-,.m f �GRe�` . .,. ; . s: 4: �a��.:: r�^:; ss :: �a •., ?s %a`xs ?ssits ?1.^ ss> s # >h 's >'s's :: „, ?M # Y F si < `• • s • Vic; �i t" #:as~ „.. s: >1 '� .. �. •. K'v`.` ivr:i;$;rrr.vy. aii is :; �£ ££ ^ was^,• > A ' €? .„9 45.: .1 T :AA •It• I - 1. R. ► • .I - I I - •■ • • - : II.• . I ': •.III Envelope UA Calculations Climate Zonel ENV -UA 1597 Washington Mat NonmldsnlNl Ens, y Cods Compliance Forms Pro* ct Address /0 t 16,,{/ '/�'�' 'P1 a 1 u o Z wZ Space Heat Type ❑ Glazing Area as % gross exterior wall area Concrete/Masonry Option 0 % 0- 0. " Note: Sum of Target Areas here should equal Target Opaque Wall Area (see back) Plan ID: Plan ID: Plan ID: R= Plan ID: R= " Note: If Insulated to levels required for opaque walls, list above with opaque waits R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: R= R= Plan ID: Plan ID: Plan ID: Plan ID: A -Sod i (\1'0 WE r�ro rrF 1 M 1 /Ny* RCN'! PhY t 'F "SYL:.�7�'"�'UY"' wesvtanm!auw :.`�+:tutrr_ra�nfn:C.*R �7riR.^": t!9^'•.�. °"•]— .^"`earn ».•..y.. <.a..e Fblt Edition - Juno 199a Date / 0/ 2.3/ 6 For Building Department Use 1?.. :•i$ n:.:n : Y"Ji ." ^.,( ?i t. tt Totals 38 V1 Totals' For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. r..eor tow,kr.+EtaritetliStI i"IlOtt+rrorrniYota 1: OG= 2: OG= 3: VG= 4: 5: 6: 1' • 1 = 1 1 ' • I ' . 1 : 1 . • I s• - 1 1 : 1:1• ••. •11' 1 Envelope SHGC Calculations Climate Zone 1 • III ENV -SHGC 1g#7 Washington State Nonresidential Energy Code Comply/me Forms Plan ID: Plan ID: Plan ID: Plan ID: WS Plan ID: Plan ID: Plan ID: Plan ID: 'Note: Manufacturer's SC may be used in lieu of Target Area Adjustment Calculations If the thili MA then this ronlc vers400n :'Dou P�4$(I 8 �0eT�'ii le 13-2, i s 3 1 4 ere��5�e � �0 ed' �e�ca�l Glazing Area Opaque Area Gross Exterior Wall Area 17: Roofs over Attics Other Roofs Walls' • For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A Proposed Areas: Numbered values are used in calculations below . Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) 1: g lesser (circle) 7: Proposed Opaque Area 4: 5: 18. I + I 1 00 I I — , Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining 18: Proposed OG Area y Target OG Areal 1: 2: Total Target OG Area (sum #10 + #11) Maximum Target Glazing Area 2: t? lesser (circle) 8: 10 11 Target VG Area Target Opaque Area Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Note: If there is mote than one type of w all, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9J'4Qe1 tyll 1ht 046stl riiomM wlriadhectipplie #Iitribget44Athiltubltialatiroa thetIImfbptage of this form. TargeglflbetwatJaf 14W 4A/tlaleitRNble Wp011a4bItsPaltett1 P1611Pt:6hkti16ttW(a+MloviPbove. m amiss sr .,.......-,,,,,,,,,.T....•,...,.,r. nn.mar.,•r nru« osee•r,vra++lltreI IVROW First Billion • June 1995 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below . ul sing Permit Plans Checklist ENV -CHK 19! WasMnpton Slate Nonresidents! Enemy Cods Compliant* Fame FlntEdNon•Junetaaa Protect Address / � 1 11,, 'Date / , ?�� )I '74(/T+i1 ILU� �( JIGWt � � The following information Is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle) I Code I Section Component 'information Required Location on Plans Building Department I Notes GENERAL REQUIREMENTS (Sections 1301 - 1314 ) 1301 Scope - Unoondltion spaces identified on plans it allowed 1302 Space heat type Om no n.■• Electric resistance yen n.a. Other Indicate on plans that electnc resistance heat is not allowed yen no n.a. 13102 Semi- heated spaces Semi- heated spaces identified on plans it allowed 1311 Insulation y.■ no n.a. 1311.1 Maul. installation indicate densities and clearances 0 no a. a. 1311.2 Roof /ceiling maul. ndicate R -value on root sections for attics and other mots; ndicate clearances for attic insulation; R Rr►oF 28,0 ndicate baffles if eave vents installed; ndicate face stapling of faced batts A _ l /� 0 no n.a. 1311.3 Wall insulation ndicate R -value on wall sections; -\ 0 ` 22. 2,0 ndicate face stapling of faced batts; ndicate above grade exterior insulation is protected; ndlcate loose -fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or it credit taken In ENVSTD; A --`1 I 5 ye■n n.a. 1311.4 Floor insulation ndicate R -value on floor sections; ndicate substantial contact with surface; ndicate supports not more than 24' o.c.; ndicate that insulation does not block airflow through foundation vents c� yen no n. a. 1311.5 '5fab -on-grade floor 'Radiant Indicate R -value on wall section or foundation detail; I� = 8 Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected Pc — Sb ) yen no 1311.6 floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yea no 0 1312 Glazing and doors Provide calculation of glazing area (including vertical and overhead) as percent of gross wall area yam( no GL) 1312.1 U factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings ran no n.a 1312.2 5HG & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control � ( no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side yam U n.a. 13132 Roof/oeing vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood strut. F no n.a. 1313.3 Wall vapor retarder indicate vapor retarder on wall y. no n.a. 1313.4 Floor vapor retarder indicate vapor retarder on floor section 5%IST• ysa no a 1313.5 Crawl space vap. ref. Indicate six mil black polyethylene overlapped i2' on ground 1314 Alr leakage :y.n no n.a. 1314.1 Bldg. envoi. sealing Indicate sealing, caulking, gaskating, and weatheratiipping FJ)CN`] yea no a. 1314.2 Glazing/door sealing indicate weatherstripping yea no n. a. 1314.3 Assemb. as ducts indicate sealing, caulking and gasketing - PRESCRIPTIVE/COMPONENT PERFORMANCE Sections 1320 -23 or 1330 -34) yea no Envelope Sum. Form Completed ana attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary f11iW ,R�n.av �+sr*e T 1994 Washington State Nonresidential Energy Code Compliance Form no Is circled for any question, provide explanation: iarrns=242...'...nrvn ;..!"'.... .3`4...i te.P ,reeatmr. • . „,..,,, „- ,i,�- :<. <... .�:.,.,.r +cn �•nir'?CSfr5 r;^rxw„- triwq•*.c? ";'t. n""d'rt,N%'f�r:1uP..t�95"M'S Z W re 6 00 = W J N LL W O . tJ.. Q Y 3 Z uj U � O � c - W U lL Z .. U= 0 1- Z entlal E • Cods Com once Form 1 e 9 n om or ed all de ip of all nt yer. 1g Ibe lard ldel Flat Edron -June 1996 Product samples used for Udactor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2008. 13122 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coelfldent (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) the N RC Standard by a certified, independ agency, licensed Exception: Sharing coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shadng coeffidents for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof/Calling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof/caging assemblies without a vented airspace, where wood, shall e nor the roof structure are provide a continuous vapor retarder with tap seams. Exception: Vapor retarders need not be provided where all of the insulation Is installed between the roof membrane.and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground twelve inches spaces. nimum ground t the ioints and sha overlapped to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Alr Leakage 1314.1 Building Envelope: The requirements of this section shall apply to bolding elements separating conditioned from unconditioned spaces. Exterior joints around windows and doorframes, openings between wal l ing f pndeation, bbetween walls and rod and wall pa o lof utility services through walls, floors, and roofs; and all other openings in the building envelope a shall a leakage caulked, gasketed, or weadherstripped 1314.2 Gle:dna and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as duds or plenums shall be sealed, caulked, and gasketed to limit air leakage. .1a• • I• , t, r i • .+nmmrssuavaa.^r„rr - na.. re 2 a U U co w. N LL O ; g Q , ; . co 3 Z O ` LiJ O �' Cl W tit u. I O LLI NI O Z� Equipment Schedules Project Info Address Date tip- 7 1l. a 1U1t t 1'1p.71 For Building Dept. Use Tuki MT2 4) l[s$ Applicant Name: sloe t , eA T eve.1. (dJ .l L, C� 7.i.vem Applicant Address: ) LA t Te „0 ava" Applicant Phone: 2440 zsl ' 42.6c, 2 LA14:N 111110 lea, Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV' Location CRU. I MR FLOW kFX- 320 Gr 225. q 1 2, 600 I0• g r-t-. 41/ MAN MUMS 'C}iRtt ' cgu -z3 Atttl- I W7kvj R r w ' S kN - 1 20 . 109 M &H 4- 9.0 AV- MECH -SUM Mechanical Summary tge7 Washington State Nonresidential Energy Cods Compliance Fan Equipment Schedule Equip. ID EF-I EF"2 - EF -S EF- 6 Brand Name' CAo K Coo IC FF -4- Gook 1997 Wash C -64o CAN -64o C -640 GN -640 G-n►- 160 640 ton State Nonresidential En Model No.' 'If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 5 Flow control types: VAV, constant volume, or variable speed. CFM 4 A o �t- 4o0 1 S 400 SP' c. 37S'' 37Sm o o3 ZS o, 37S" Code Corn . Hance Form HP/BHP Flow Cofitrol corr3tfi*rr cAt.IgTtrnrr f% 2 canrsrh tJT' /Z 0.1 6 1 /2 • Project Description Briefly describe mechanical system type and features. Compliance Option ❑ Simple System .151. Complex System (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Heating Equipment Schedule Equip. ID Brand Name' A -. I VeATE.g. Cr NMI') Model No.' SXH- 1220 Capacity 1 ;I.6 t3 H Total CFM .4400 OSA cfm Eoono Input Btuh Output Btuh 32_ o'13 131,6o0 Efficiency` Location of Service Bh rr'F --iY R M - &M -Y Rion M - I BIrFAY t AOM -2, :A AI s 77krvT r,1- r o M Z CA - t'fr I ST t JZ O M cog.s pz_ crRPe ROM ' if required. ` COP, HSPF, Combustion Efficiency, or AFUE, as applicable. z �W 6 0 W A W = I J l — . 111 O u- Q = d, H = , z F- 0 ' z f- uj 0 p 0— to CI W W . I r U U- O' lLl z 0 z System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? CI Split system? ❑ Air cooled? ❑ Packaged sys? Fa Economizer Included? ❑ <54,000 Btuh or 1900 dm? If Heating Only ❑ <5000 cfm? ❑ <70% outside air? . k- Mechanical Summary (back) MECH -SUM 1,17 Wee hapbn Slate Nonresidential Energy Code Compliance Forme Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. if not, either the Complex System or Systems Analysis Options must be used. Heating Only 1997 Washin . ton State Nonresidential En Code Corn , lance Form eatina/Coolinc or Cooling Only ( Reference Sec. 1421 r C ndudesl Econo ? no yes ( Reference Sec. 1423 Reference Sec. 1420 • Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex l� y Systems requirements are applicable to this project. ., First Edition • June Ned Reference Sec. 1430 tY 2 U O ' N tL W O : LL -j = 1 — I Z W 2 p � O � W W` I H V` 1 11 Z; 0 H' Z , Mechanical - Complex Systems Checklist MECH -COMP 1997 WMMn glop We Nowaklentli Energy Code Compliance Fauna Project Address Date The following additional information Is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the cheddist as a reference for notes added to the mechanical drawings (see the MECH -CHK cheddist for additional system requirements). This information must be on the plans since this is the offidel record of the permit. Having this Information in separate specifications alone is NOT an acceptable alternative. For Building Department Use I lnfonnation Required Location I Building Department on Plans Notes Applicability I Code 'Component (circle) Section ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 1432 14321 1432.2 1434 1435 1436 1437 El Held assem. sys. Controls Setback & shut -oft Temp. reset control Provide calculations Indicate separate systems or show isolation devices on plans n skate automatic reset I ndicate automatic reset L ironrc y systems nomizers Separate air sys. Simul. Mg. & cig. Heat recovery yes no n.a. Yea no n.a. yea no n•a• yea no n.e. yea no U.U. yea no n.a. yea no n.e. yes no A.R. yea no n.e. 1438 Variable flow sys. led f ec. motor ettic. i economizer on equipment schedule or provide calculations to Justify exemption Indicate separate systems on plans Indicate that simultaneous heating and coaling is prohibited, unless use of exception is justified Indicate heat recovery on plans; complete and attach heat recovery calculations MECH -MOi E i Schedule with h efficiency or qu p. p, rpm, Indicate variable flow on fan and pump schedules id 1 Fire Edition -Juno ism yea no n.a. If "no" is c(rc Decision Flowchart 1997 Wash .. State Nonresidential Ene Code Com - Form or any ques t on, prov a exp anation: Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 Hot Water S4pb Temperature Rese Controls Required Capacity of Heating System Greater Than 600.000 Stub? Start Here S ection 1411.1 Equipment Perf. gull Meet Tables 14 -1 through 14 Mr o System Sewing Multiple Zonal Section 1431.1 Calculations of Total On -site finer input & Output Roqutned I (continued on I I back) a Mechanical - Complex Systems (back) MECH -COMP 1107 wltldtrglmt INN Nameldsnial amp Cads Conpianos Fans 1997 Wash State Nonresidential ,) Code Com . . - Form > 225.000 Htuh C BANE. speed Mouse lna Moltiap:d Spam? 0011 HWg Captain/> :40.000 Rtwt I0%uf tots Seedea1411.4 Mart be Het Pump Na aetec Sedan 1412.6 Modulating or %maf Cum baema Canton Rawer Supply Air > Sect= 1436 3000 CM & 50% Effective Outside Air > Hatt Recovery 706? Spann Requited Cooling :. Ya Fa ktoted Nu Coaling Cap city . Ronftetp Cal ieiiy > .inn stun? vnit�,000 Daub? Sadaa 1433 Air•ide Eoumrniar Rational trans or lianas >111PP? Section 1436 Vocable Row Devi= Reclaim! Secdoa 1435 PenPoreaal VAV . Tamktalllnioe System? Rewired it Sala 1431 Mona Met Matt Efkimdn In Tale 144 No cs) Appliculun Imdve V aiable Fbw. Nu Y F ExEM?m r R, -F. &MI'S CrToN nro N -- REsiPE(vftkt- ENERGY Go c T-R 11- sEeT 1401, Fx P'f' t pt,t`ns1= s EE /arrlk-eM n a u flit Eden -June illls i,,.. , Zp'kilJ3ix33o YNail ta ,gip ^,r;;� uarrz.A'v.�tishCliLv ,Ft� -ti "; 2 of U C.) 0' rn w 0, LL Ql D. a ILI h- wi f- O, 2 U w uJ 0 , N i z '° 4 AII *vik 191)tT1ptt. riikunia. IN2 9slis Date �. as Mowing owing for all design A & B squirrel -cage, T frame Induction permanently wired polyphase 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the >clow applies). For uilding Department Use HP Type (open or dosed) Description of Application or Use Synch. Speed Mln.Nom. Fufi load Efficiency - -O C.1.-0 S E-D Y D Rio N I C P U wt PS 1'7 .t 84. /o • -Z �f-D CL SAD MI 0 KA rr G PU SV1 CS • t '7r? 8 9- %n Nominal Full Load Efficiency Open Motors posed Motors Exceptions: 1. one Motors to use more than speed of a mull speed motor. 2. Motors already induded in the efficiency requirements for HVAC equipment (Tables 14-1 or 14-2) . 3. Motors that are an integral part (I.e. not easily removed and replaced of spedallzed process equipment (I.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (I.e. if the only U.L listing for the equipment is with a less- efficient motor and there Is no energy -efficient motor option). For motors claiming an exception, list motor and note which exception applies. .• 3,600 I 1,800 I 1,200 3,800 I 1,800 I 1,200 Efficiency (%) 75.5 82.5 80.0 82.5 84.0 65.5 84.0 84.0 86.5 85.5 87.5 87.5 87.5 87.5 87.5 88.5 89.5 89.5 89.5 89.5 89.5 90.2 91.0 90.2 90.2 91.0 90.2 0 T I- T 91.0 92.4 91.7 91.0 92.4 91.7 91.7 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 eao 94.1 93.6 9a6 94.5 94.1 94.5 94.5 94.1 94.5 95.0 95.0 95.0 95.0 95.0 PP PP 1: i:' Code Corn Form cal Permit Plans Checklist MECH-CHK Flo exim4.18.9 Norm atm Cods Comperes 'n 6eu):‘ le-. ¶ Tok-Lodp. LU6 /61 r TIM melon Is necessary to check a mechanical permit application for compliance with the mechanical requirements in the e Nonresidential Energy Code. iREMEN 140 -1424) Code Section Intonation Required 1411 Eqpnit performance 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 Pkg. elec. Mg. & cig. 1412 HVAC controls 1412.1 Temperature ZONIS indicate locations on plans T IS IN TfiCrIZA — 2,o I. a. 1412.2 Deadband control indicate 5 degree deadband minimum if control Indicate humidistat 1412.4 Indicate thermostat with night setback and 1412.4.1 Dampers Indicate damper location and automatic controls 1412.3 Humidity 1440 1441 1442 1450 1452 1997W State Nonresidential Ens Automatic setback 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Operation Indicate 100% capability on schedule 1413.2 Control Indicate controls able to evaluate outside air 1413.3 Integrated operation indicate capability for partial cooling 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R-value of Insulation on duct 1415.1 Piping insulation Indicate R-value of insulation on piping 1424 Separate air Sys. Mech. Sum. Form AfATER HEATING AND HEA Service water Mg. Elec. water heater Shut-off controls Heated pools (reserved) List heat pumps on schedule plans 7 duff, day type Indicate separate systems on Completed and attached. Equipment schedule with types, nputioutpul,.effidency, dm, hp, economizer ED POOLS (Sections 1440-1454) Indicate R-10 insulation under tank Indicate automatic shut-off a. 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers Indicate vapor retardant cover .4. 1454 _Pools 90. degrees Indicate R-12 pool cover circled for any question, provide explanation: Location Building Department on Plans 1 Notes M-20 • — M-7-0 3 14 M M — SPFas s pacs spras tqA te/ if A, z iu 6 D tO 0 uj 111 I— CO LL w 0 g :3 u_ < 7 .— 0 Z 0 Z tu 7 (3 0 P— O r . LU -- • Z 0 D.' r_. Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures etdst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters wth a principal function of providing space heat, the Combined Mnual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 Storage water heaters used in combination space heat and water heat applications shall have ether an Energy FActor (EF) or a CAE 1411.4 Packaged Electric Heating and Cooling Equipment: Pack electric equipment providing both heaths) and cooling with a total cooling capacity greater than 20,000 Bluth shall be a heat pump. Except ion:Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilties. 1 412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deedband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwilhin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy anaysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heathg and cooling modes. 1412.3 Humklity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut - Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven deferent day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpcint. 2. Equipment with full load demands of 2 kW (6,826 Btulh) or less may be controlled by madly aocessbb manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 1412.5 Heat Pump Controls: Untary air coaled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost condtbns. These controls shall anticipate need for heat and use compression heating as the first stage of heat. _Controls shall indicate when supplemental heating is being used through visual means (e.g., LEO indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Bluff shall have modulating or staged combustion control. Exceptions: 1. Bolters. 2. Radiant Heaters. 1412.7 Balancing: Each air suppy outlet or air or water terminal device shall have a means to balancing, Including but not limited to, dampers. temperature and pressure test connections and balancing valves. 1413 AIr Economizers 1413.1 Operation: Ak economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1997 Wallin. ton State Nonresidential Ens . i Code Com' . Form Mechanical Permit Plans Checklist 1557 W Stale Nonresidential E Code Compliance Forme MECH -CHK Flat Edition - Juneteee 1/13.2 Control: Air economizers shall be controlled by a control system capable d determining If outside air can meet part or all of the building's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required smutaneously. Exception: Economizers on individual, direct entansion, cooling systems with capacities not greater than 75,000 Btulh may include controls that limit simultaneous operation of the economizer and mechanical cooing for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent d sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches;' seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure senstive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W .C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by Insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air duct runs are considered building envelope until they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut-off damper Once outside air duds meet the above listed requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shat be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated In accordance wth Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water Pees outside the condtioned space shall be insulated in acconf ante with Washington Slate Plumbing Code (WAG 51.28) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the following: 1. Alr cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Alt cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84.000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply at less than 70 percent of the total air circulation. All other systems shal oomph with S4ctions 1430 through 1438. 1422 Controls: In addition to the control requirements In Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Blu/h. The total capacity of al units without economizers shalt not exceed 240,000 6W/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. r o wtv w.•rAr k y Z W Q JU 00 fA J = F- N W O 2 LL N = W H =, Z1.- 1- 0 Z 1- W W 0 N W UJ I- H 0_ O .. W U2 0 1- Z EF EF CAE 0.58 0.71 50 to 70 gal storage h h 0.57 0.71 . > 70 gal storage 0.55 0.70 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures etdst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters wth a principal function of providing space heat, the Combined Mnual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 Storage water heaters used in combination space heat and water heat applications shall have ether an Energy FActor (EF) or a CAE 1411.4 Packaged Electric Heating and Cooling Equipment: Pack electric equipment providing both heaths) and cooling with a total cooling capacity greater than 20,000 Bluth shall be a heat pump. Except ion:Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilties. 1 412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deedband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwilhin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy anaysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heathg and cooling modes. 1412.3 Humklity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut - Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven deferent day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpcint. 2. Equipment with full load demands of 2 kW (6,826 Btulh) or less may be controlled by madly aocessbb manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 1412.5 Heat Pump Controls: Untary air coaled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost condtbns. These controls shall anticipate need for heat and use compression heating as the first stage of heat. _Controls shall indicate when supplemental heating is being used through visual means (e.g., LEO indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Bluff shall have modulating or staged combustion control. Exceptions: 1. Bolters. 2. Radiant Heaters. 1412.7 Balancing: Each air suppy outlet or air or water terminal device shall have a means to balancing, Including but not limited to, dampers. temperature and pressure test connections and balancing valves. 1413 AIr Economizers 1413.1 Operation: Ak economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1997 Wallin. ton State Nonresidential Ens . i Code Com' . Form Mechanical Permit Plans Checklist 1557 W Stale Nonresidential E Code Compliance Forme MECH -CHK Flat Edition - Juneteee 1/13.2 Control: Air economizers shall be controlled by a control system capable d determining If outside air can meet part or all of the building's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required smutaneously. Exception: Economizers on individual, direct entansion, cooling systems with capacities not greater than 75,000 Btulh may include controls that limit simultaneous operation of the economizer and mechanical cooing for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent d sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches;' seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure senstive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W .C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by Insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air duct runs are considered building envelope until they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut-off damper Once outside air duds meet the above listed requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shat be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated In accordance wth Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water Pees outside the condtioned space shall be insulated in acconf ante with Washington Slate Plumbing Code (WAG 51.28) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the following: 1. Alr cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Alt cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84.000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply at less than 70 percent of the total air circulation. All other systems shal oomph with S4ctions 1430 through 1438. 1422 Controls: In addition to the control requirements In Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Blu/h. The total capacity of al units without economizers shalt not exceed 240,000 6W/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. r o wtv w.•rAr k y Z W Q JU 00 fA J = F- N W O 2 LL N = W H =, Z1.- 1- 0 Z 1- W W 0 N W UJ I- H 0_ O .. W U2 0 1- Z 1V1a1K1111UII1 &LLuas VTa«u6.. 1,•.•-. default n u lc NREC Technical Reference Ma n u al Location Mowed (floor /room no.) Occupancy Description Watts per ft "" Area in ft Allowed x Area (NJ 12A Mo NC ADM A►,S'GR'ATNE j 16ATttitocus 1,2. 1120 1344 ALL crAciats 'Teuio 4 ezaracic- Roasts ti/A efeSc w ._�.__ �__ r. . . Tefal Mewed Watts 1 •• Lighting Summary LTG -SUM 1997 Washington State Nonresldsntial Energy Code Compitanos Forms Project Info Project Descri Project Address 3 3 L S 120 -i ik RA cE Applicant Name: A6 € 1 wntuatcoi . ILA-- Applicant Address: l ) I ToICW►t,►� i1J stVATIM'1L tVVO F?,0 i14 It Applicant Phone: 206 ZA _ o At-sla WA GI Et, tion ❑ New Building CI Addition Alteration „ o Date 11 ..30 For Building Department Use Compliance Option 131Prescriptive ❑ Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting CD Less than 60% of the fixtures are new, and installed lighting wattage is not being increased 1997 Washin ' . n State Nonresidential Ene • Code Corn • Iiance Form Location (floor /room no.) Use mfgr listed maximum input wattage. For fixtures with hard wired al so be usedballasts only the t may . "' From Table 15-1 (over - dacumen p g g g (May not exceed Total Allowed Watts for Interior) Proposed Li htin Wattage (Interior) Number of Fixtures 145 12e I(,o 12' 125 $ M cf-te43 ac4 4- e 7 KvCW' _}DP. IS-r4 �B I° VReO1"S 16 21 6 ID l i,3g4' Fixture Description Proposed Lighting Wattage (Exterior) ttgetV000•MVW F' 4 A'M�Tn'1'T� 1 •VMOCIMS,'. " if=tQttan:wAver , upT.•• n+n"G:7 `3'.".'S:S _:S•• 5 z- Total Proposed Watts may not exceed Total Allowed Watts for Interior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Watts/ Fixture Total Proposed Watts 2 5 1 qzq Location Covered Parking Open Parking Outdoor Areas Bldg. (by facade) E T6R4O . W ALL L1 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Bldg. (by perim) Description Mowed Watts per ft or per If 0.2 W/ft 0.2 W/ft 0.2 W/ft 0.25 W/ft 7.5 Wlif - Area in ft (or If for perimeter) goo L.P Total Allowed Watts Allowed Watts x ft (or xIf) 3cco 3,, eeeD Proposed Li ; hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Fixtures Fixture Description IDTK J : . Ft ro # T\ 3 1t— 15O - 277 -SF .' 6 XtiP. ro Total Proposed Watts may not exceed Total Allowed Watts for Exterior Watts/ Fixture /SO Total Proposed Watts Watts Proposed S eve) l� 506 PM Edtllon -June 1996 • Watts Proposed Zb .r 3 1 52. 1 •• Lighting Summary LTG -SUM 1997 Washington State Nonresldsntial Energy Code Compitanos Forms Project Info Project Descri Project Address 3 3 L S 120 -i ik RA cE Applicant Name: A6 € 1 wntuatcoi . ILA-- Applicant Address: l ) I ToICW►t,►� i1J stVATIM'1L tVVO F?,0 i14 It Applicant Phone: 206 ZA _ o At-sla WA GI Et, tion ❑ New Building CI Addition Alteration „ o Date 11 ..30 For Building Department Use Compliance Option 131Prescriptive ❑ Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting CD Less than 60% of the fixtures are new, and installed lighting wattage is not being increased 1997 Washin ' . n State Nonresidential Ene • Code Corn • Iiance Form Location (floor /room no.) Use mfgr listed maximum input wattage. For fixtures with hard wired al so be usedballasts only the t may . "' From Table 15-1 (over - dacumen p g g g (May not exceed Total Allowed Watts for Interior) Proposed Li htin Wattage (Interior) Number of Fixtures 145 12e I(,o 12' 125 $ M cf-te43 ac4 4- e 7 KvCW' _}DP. IS-r4 �B I° VReO1"S 16 21 6 ID l i,3g4' Fixture Description Proposed Lighting Wattage (Exterior) ttgetV000•MVW F' 4 A'M�Tn'1'T� 1 •VMOCIMS,'. " if=tQttan:wAver , upT.•• n+n"G:7 `3'.".'S:S _:S•• 5 z- Total Proposed Watts may not exceed Total Allowed Watts for Interior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Watts/ Fixture Total Proposed Watts 2 5 1 qzq Location Covered Parking Open Parking Outdoor Areas Bldg. (by facade) E T6R4O . W ALL L1 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Bldg. (by perim) Description Mowed Watts per ft or per If 0.2 W/ft 0.2 W/ft 0.2 W/ft 0.25 W/ft 7.5 Wlif - Area in ft (or If for perimeter) goo L.P Total Allowed Watts Allowed Watts x ft (or xIf) 3cco 3,, eeeD Proposed Li ; hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Fixtures Fixture Description IDTK J : . Ft ro # T\ 3 1t— 15O - 277 -SF .' 6 XtiP. ro Total Proposed Watts may not exceed Total Allowed Watts for Exterior Watts/ Fixture /SO Total Proposed Watts Watts Proposed S eve) l� 506 PM Edtllon -June 1996 • Watts Proposed Zb .r 3 1 52. I Use' LPA2 (Wilt 2 ) Use' LPA2 IW /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall" 2 Assembly spaces ° , auditoriums, gymnasts theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias, fast food establishments' 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Ss* s•0I ,1532 W holesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/adm inistrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churches) • 1.2 Prescriptive Spaces Occupancy uses, storage areas or aircraft storage hangers c 51 Other Qualification Checklist lighting Fixtures (Check re If at least 95% of fixtures In the space meet all four criteria: Note: If occupancy type is 'Other' and fixture answer is tanked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space Is not aces by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T•5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and P , qualified, do LPA Cakwletions. 4. Ballasts are electronic ballasts K .. Lighting Summary (back) LTG -SUM 1197 Washington Stele NonreaIdenlW Energy Code Compliance Forms Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting 1. In cases in which a use is not mentioned specifically, the Unit PowerAllowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light PowerAllowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the-court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminariess are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1997 Washin . ton State Nonresidential Ene .1 Code Corn . Hance Form Footnotes f or Table 15-1 one 1195 rsx���:,r� �xes:_^ee ;vM- ,•.•• -w ::V;`",e snnnr�.e0,+ ^wrr+r vtetimtvr t�i?'hp'�rY*:re Lighting Permit Plans Checklist The following Inforrnallon is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code (circle) Section Information Required Location Building Department on Plans Notes GHTING CONTROLS (Section 1513) 31••• 1513.1 Local control/access Schedule with type, Indicate locations 1513.2 Area controls Maximum limit per switch Daylight zone control yaa no n.a. 1513.4 1513.5 Display /exhib/speci al Exterior shut -off (a) timer w/backup (b) photocell. Inter. auto shut -off (a) occup. sensors (b) auto. switches GHTING ATTAGE Sections 1520 -22 or 1530-32 Completed and attached. Schedule with fixture types, Lighting Sum. Form Schedule with type and features, Indicate locations Indicate vertical glazing on plans Indicate overhead glazing on plans Indicate separate controls Schedule with type and features, indicate location Indicate location Indicate location Indicate location Schedule with type and locations Schedule with type and features (back -up, override capability); Indicate size of zone on plans lamps, ballasts, watts per fixture LTG -CHK 1997 Wash • on State Nonresidential Ene Code Corn ECTRIC MOTORS Section 1511 no A.a. Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency no" Is circled for any question, provide explanation: Z W , 0` (o 0 '+ ' co W W I' J I— W 2 g J u- < co D I— = Z Z I D O 0— O W W! I Ut Ui Z ; • O Lighting Power Allowance Adjustments LTG -LPA tYp WMMnplon State Nonresidential Energy Code Compliance Forms 1997 Washin ton State Nonresidential Ene .} Code Corn , lance Form Pri*Ct Address 3 5 , 12cnTt ( ?Lyker a ToK .0144, WA- r ate It —od Use this form If you are claiming any ceiling height adjustments for your Lighting Power Allowances for Interior lighting. The Occupancy Description should agree with the 'Use' listed on Code Table 15-1. Identify the appropriate Ceiling Height Umit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Mowed Watts per square foot Carry the Adjusted LPA to the corresponding 'Allowed Watts per ff' location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Wafts per ft " Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft " From Table 15-1 based on exceptions listed in footnotes FUN Edition • June 1 iie W A • r�. r.4Fl. T .. r.rA 1997 Westin ' ton State Nonresidential Ene ', Code Com . Hance Form Lighting Permit Plans Checklist •t Lighting - General Requirements ' 1513 Ughtirtp Controls 1513.1 Loaf Contra) and Acasdbility: Each space, j enclosed bywaasorceiling-height partitions, shall be provided with lighing controls located within that space. The lighting controls, whether one or more, shat be capable of turning off all light with the space. The cattrob shall be readily accesdirle, at the point of entrytlexIt, to personnel occupying or usingthe space. Exceptions: The fdlowing liitting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as awhde. 2. Attomatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. , 1513.2 Area Controls: The maximum lighting power that may be controled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circ tit loaded to not more than eighty percent. A master control may be installed provided the individual swtches retain their copablityto function independently. Circuit breakers may not be used as the sdemsans d switching. Exceptions: 1. Industrial or manufacturing process areas, as maybe required forproduction. 2. Areas less than Ave percent of the building footprint forfootprints over 100,000 ft 1513.3 Daylight Zane Control: All daylghted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, ordaypght -or occupant - sensing automatic controls, which control the fights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, e*hibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior, Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocel . Autam atic time switches shall also have program back -up capabilities, Mich prevent the loss of program and time settngsfor at least 10 hours, if power is intemipted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 25,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off he lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, a other device capable of automatically shutting off i ghting. Exceptions: 1. Areas thatmust be continuously illuminated, or illuminated in a manner regtiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching forindustrial or manufacturing process . fadities as may be required forproduction. 1513,6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuning off all the lights in an area no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for7 different day types per week and incorporate an automatic holiday 'shut -oft" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, it power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessble; b. is located so that a person using the device can see the lights or the areas cortrolled bythe switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on forno more than two hours when an over -ride is initiated; and e. of aotprin forfootprirts over 100,000 percent 0 5,000 ft 5 000 ft is greater. r: W W J0 U0 rn 0 uu co J 1— ui L Q ' Na ` F O il Z F- LU w U 0 `. 0 22 ,0 I— W ti! ` U - Oj 111 Z • U N, Z July 2, 2002 John Hughes 12201 Tukwila International BI, 4th Floor Tukwila, WA 98168 RE: Permit Application No. D2000 -357 3311 South 120th Place Dear Permit Holder: city of Tukwila Department of Community Development Steve Lancaster, Director 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: • 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 17, 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, j Stefania Spencer Permit Technician Xc: Permit File No. D2000 -357 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 LOT 2 THAT PORTION OF GOVERNMENT LOT 15, SECTION 10 AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: • BEGINNING AT THE WEST ONE—QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE; THENCE LEAVING SAID LINE SOUTH 87'33'12" EAST A DISTANCE OF 512.24 FEET; THENCE SOUTH 0146'02" WEST A DISTANCE OF 402.93 FEET; THENCE NORTH 8813'58" WEST A DISTANCE OF 616.22 FEET; THENCE NORTH 32'09'15" WEST A DISTANCE OF 209.62 FEET TO NE EAST MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SSR 99, PACIFIC HIGHWAY SOUTH; THENCE NORTH 0355'27" EAST ALONG SAID EAST MARGIN A DISTANCE OF 150.00 FEET; THENCE NORTH 8604'33" WEST A DISTANCE OF 10.00 FEET; THENCE NORTH 03'55'27" EAST A DISTANCE OF 61.90 FEET TO. THE BEGINNING OF A 1266.00—FOOT RADIUS CURVE CONCAVE TO THE WEST; THENCE NORTH ALONG SAID CURVE AN ARO DISTANCE OF 126.11 FEET THROUGH A CENTRAL ANGLE OF 0542'27 TO A POINT ON SAID CURVE A.• A POINT ON THE EAST—WEST CENTERLINE OF SAID SECTION 9; THENCE LEAVING SAID EAST MARGIN SOUT 8916'45" EAST ALONG SAID EAST—WEST CENTERLINE A DISTANCE OF 224.58 FEET TO THE EAS f ONE—QUARTER CORNER OF. SAID SECTION 9 AND THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF RJKWILA, COUNTY OF KING, STATE OF WASHINGTON. CORRVTION LTR# M CSI ENGINEERING P. C. CSI Engineering, P.C. 6251 Ammendale Road, Suite 111 Beltsville, MD 20705 Voice (240) 737 -7270 Fax (301) 210.9882 PHONE NO. : 3013699090 r` Jan. 24 2001 03:53PM Pi Fax zo Bob Benedicto from: Chris Guilmette Fax: 206-431-3665 Pages: 2 Pages (including cover) Phone: 206431 -3676 Date: January 24, 2001 Res Application #02000357 CC: John Hughes, Sabey via email H urgent 0 For Review 0 Please Comment 0 Please Reply 0 P Recycle • • Comments: • Bob, Attached is the revised narrative describing the smoke detectors in the com puter room atc units. Please call if you' have any questions Chris Guilmette 240 -737 -7286 U'- O U 0f W W ' 0 `. u. Q' = d I W Z � 1- O Z H; ILI CU' O y w w c) U. Di Z, p ° R1:114 .'* : CSI ENGINEERING P.C. y PHONE NO. : 3013699090 CSI Engineering, P.C. 6251 Ammendale Road, Suite 111 Beltsville, MD 20705 Voice: 240.737.7270 Fax: 301.210.9882 January 24, 2001 City of Tukwila Building Division 6300 Southoenter Blvd. Suite 100 Tukwila, WA 98188 Attention: Bob Benedict° Re: Response to review comments for the Global One Project, Application # D2000 -357 Dear sir or madam: The following narrative description is provided to explain how each computer room air conditioning unit installed in the above referenced project complies with the requirements of UMC 608. All computer room air conditioning units (A/C units) are equipped with a smoke sensor internal to the return air plenum that is part of the unit. Upon detection of smoke, the smoke sensor will send a signal to that NC unit's control module, which will shut down all air moving equipment within the NC unit. In addition the smoke detector will send an alarm signal to the facility's fire alarm panel. All smoke detectors are to be UL listed and approved for use in the state of Washington. In addition, an additional smoke sensor will be installed•at the exhaust (supply air side) of each air conditioning unit as required by Section 608 of the Uniform Building Code, 1997. Yours truly, ris Guilmette Project Manager CSI Engineers Jan. 24 2001 03:53PM P2 6251 Ammendale Road, Suite 111 Beltsville, MD 20705 voice (240) 737 -7270 fax (301) 210 -9882 Mechanical Plan Examiner Department of Community Development 6300 Southcenter Bl, # 100 Tukwila, WA 98188 Reference : Air Side Economizer Exemption. Dear Sir: We are hereby requesting for Air Side Economizer Exemption for equipment installed in The Global One Telecommunication Data Center located on 3311 South 120TH Place, Tukwila, WA 98168 , referencing Washington Non Residential Energy Code, Chapter 14, Section 1401 Exception. The reason that we are applying for Equipment Air Side Economizer Exemption is the Computer equipment at the Data Center are extra sensitive to environmental Elements such as humidity, temperature , dust, fume and equipment Manufacturers recommend not to have air side economizer to maintain the clean, particle free environment Required by electronic equipment. Your considerations are greatly appreciated. Very truly yours, PERMIT CENTER October 26, 2000 Debdas Ghosal, P.E. President 2JJ RECEIVED CITY OF TUKWILA NOV 1 3 2000 December 15, 2000 John Hughes Sabey Corporation 12201 Tukwila International Bl 4th Floor Seattle, WA 98168 Brenda Holt Permit Coordinator encl xc: File No. D2000 -357 City of Tukwila Department of Community Development CORRECTION LETTER #1 Development Permit Application Number D2000 -357 Global One 3311 South 120th Place Steven M. Mullet, Mayor Steve Lancaster, Director Dear Mr. Hughes: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on yourdrawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 March 7, 2001 John Hughes 12201 Tukwila International B1 4th Floor Seattle, WA 98188 Dear Mr. Hughes: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D2000 -357 Global One 3311 South 120th Place This letter is to inform you of corrections that must be addressed before your Revision #1 to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. D .pai irient; Pia i��i;i Division and Public. Works. Dupariment:tiave r ..cots: ; The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -357 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 U 0 N 0 ` w : N LL ui I Cy.. F ` I - 0 Z.i-; 11J uf 0 , H a III I 01 . Z' = 0 ' Information .1b Build On Engineering • Consulting • Testing June 22, 2001 File No. 712 -10019 Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name: Global One Project Address: 3311 South 120 #150 Permit Nos.: D2000=35, MI 01 -44 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported to be conforming with permit documents. Scott J. Thomas, P.E. Project Engineer LEpogroutng 9 less cc: John Hughes, Sabey Construction WORK INSPECTE M^,V °F ``, ' t read ed anchors, and reinforcing steel o steel° and;grout crate Epox g u et danchp bolts :'11h 4 rf .x • ansto a anc o b S ructuralrsteel ejector e nforcedCIVIU£Mason Sincerely, PROFES IONAL SERVICE INDUSTRIES, INC. ry t;c_1i4. 25 2001 �Yt vontS 4 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sample No. Grouted Prism Size " (L,W,D) Prism Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA yes 8x8x16 58.14 5/10/01 7 194500 3410 Shear 1B yes 8x8x16 58.14 5/31/01 28 IC yes 8x8x16 58.14 5/31/01 28 Design Strength Specifications: 28 2000 I�ttttt�t�tr� Engineering • Consulting • Testing DATE: May 3, 2001 TECHNICIAN: C. Monacelli Date Placed Time Supplier Delivery Ticket No. Slump, In. Air Temperature, °F Mortar Temperature, °F Grout Temperature, °F Date Received In Lab Field Data Submitted By SAMPLED AND TESTED IN ACCORDANCE WITH: Information !To Build On REPORT OF FIELD INSPECTION AND MORTAR COMPRESSION TES `'» ' ? CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 May 3, 2001 Cadman 214805 Flowable 50 58 May 4, 2001 PSI /C. Monacelli COMPRESSION TEST RESULTS Mortar: ❑ ASTM C780 ❑ UBC 21 -16 REMARKS: Inspected reinforcing steel and witnessed grout placement. The grout was placed by pump and consolidated by mechanical vibration. The reinforcing steel conformed to details 12, 13, 14, and 15 from David lnlow of SOM dated 4- 27 -01. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PROJECT: Global One JUN L JU I 3311 So. 120th, #150 COMMUNITY Tukwila, WA DEVELOPM PERMIT NO.:.. C2& -357 JOB NO.: 712 -10019 REPORT NO.: MR4262 FIELD DATA LOCATION OF PLACEMENT: Grouted 8" CMU block walls for perimeter of chiller yard from 4ft above footing to 8ft 8in above Grout Mix # and Proportions Cement Coarse Aggregate Fine Aggregate Admixture Mortar Mix # and Proportions Cement Coarse Aggregate Fine Aggregate Admixture NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C21.96 (EXC. SEC. 22.2): SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: CIMr1- M(93): SAMPLING: CI7277 Grout: ❑ ASTM C1019 ❑ UBC 21 -18 Prism: cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. 654100 611 lbs 949 lbs 3/8" 1934 lbs OBSERVATIONS ® Prisms made by PSI representative. Prisms picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. WORK, CONFORMS :`® YES ❑ NO ❑ ASTM E-447 Other: ❑ UBC 21 -17 ❑ Respectfully submitted, Professional Service Industries, Inc. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services F- UJ J U C) O CD 0 W Z ' I— N lL uI 0 ` _ O + W Z h- O Z H?; U 0 - o = lWj 0 Z ; Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type 1 4.00 12.57 4/19/01 7 45500 3620 Shear 1B 4.00 12.57 5/9/01 28 59500 4730 Cone and Split 1 C 4.00 12.57 5/9/01 28 61000 4850 Shear 1 d 4.00 12.57 Discarded Design S rength Specification: 28 3000 Information To Build On Engineering • Consulting • 7bsting CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 DATE: April 12, 2001 TECHNICIAN: C. Monacelli FIELD DATA LOCATION OF PLACEMENT: Ramp and stairs on East side of building Samples were taken at 10.00 cubic yards of 10.00 cubic yards placed total. Date Placed Time Delivery Ticket No. Slump, In. Air Content, % Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By ASTM Test Method: N C31 `, ... ` 190 in- REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TES 12, 2001 210091 5.00 44 58 April 13, 2001 PSI /C. Monacelli Cadman COMPRE C39 ® C143 ® C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PROJECT: PERMIT NO.: JOB NO.: REPORT NO.: Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture C1064 ® Cl231 D2000 -357 712 -10019 CR16415 ❑ Other: cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Global One 3311 So. 120th, #150 Tukwila, WA Cadman 551083 440 lbs Type I -I1 10 gal 1316 lbs 1576 lbs 3/4"; 394 lbs 3/8" 75 lbs 21 oz WRA 3 oz AEA Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282-0710 pa• , Yo- JUN 0 4 20W '6sOMP11rf4,..rFivi �f NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 031.96 (EXC. SEC. 9.2.2): SLUMP: CU3.97 (EXC. SEC. (I): TEMPERATURE: CI06.1- 101(92): SAMPLING: C171'97 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK ,CONFORMS: ® YES ❑ NO Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 4/26/01 7 107000 3780 Shear 1B 6.00 28.27 5/17/01 28 146000 5160 Shear IC 6.00 28.27 5/17/01 28 142500 5040 Cone and Shear Design S rength Specification: 28 3000 4 1111 /Eh • N� Information To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST. F - Ff i r ' TA SE liva 4 � i�.a., tSrP CLIENT: John Hughes PROJECT: Global One JUN I n 001 Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA COMM U! i V Seattle, WA 98168 -5121 DEVEL(? - IEN'r PERMIT NO.: PD2000- 357 DATE: April 19, 2001 JOB NO.: 712- 10019 -24 TECHNICIAN: S. Schweyen REPORT NO.: CR17005 FIELD DATA LOCATION OF PLACEMENT: East edge pourback for equipment slab on grade Samples were taken at 10.00 cubic yards of 20.00 cubic yards placed total. Date Placed April 19, 2001 Time Delivery Ticket No. 211554 Slump, In. 3.50 Air Content, "/ Air Temperature, °F 48 Concrete Temperature, °F 62 Date Received In Lab April 20, 2001 Field Data Submitted By PSI/S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143-97 (EXC. SEC. f): TEMPERATURE: C1064- 86(97): SAMPLING: CI72.97 COMPRESSION TEST RESULTS supplier Cadman Mix Number and Proportions 340141 Cement 420 lbs Type I -II Water 240 lbs Fine Aggregate 1421 lbs Building Sand Coarse Aggregate 2030 lbs 3/4" Flyash 135 lbs Admixture 33 oz MRWR ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: YES n NO REMARKS: Inspected reinforcing steel and witnessed concrete pour. The concrete was Respectfully submitted, placed by chute and consolidated by mechanical vibration. The inspector noted Professional Service Industries, Inc. that slab area was shortened at east edge and lengthened at north edge. See SK S 01.04, 18.2. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. �t: Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 IIJ U ' 0 0 CO W N W': W 0: LL _ 59- d I— W, Z �0 W W' O N, oI C'Vj 0 ;. CLIENT: SS /erh to IOW DATE: April 27, 2001 INSPECTOR: S. Schweyen REMARKS: cc: City of Tukwila Information !To Build On Engineering • Consulting • mating John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 REPORT OF INSPECTION ACTIVITIES REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. loat PROJECT: Global One 1 1 2001 3311 So. 120th, #150 C I Tukwila, WA : ? :. a.': 1E?'3 PERMIT NO.: JOB NO.: REPORT NO.: :D2000 -357 712 -10019 FR17054 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services A representative of PSI arrived at the above referenced project to perform a masonry inspection. He inspected the rested!, witnessed pump grouting of 2,000 -psi, required 61/2 -SK, 3/8 -pea gravel, 70/30 mix 654100 in the l lift of 8" concrete masonry unit walls at the north, east, south and west perimeters of the chiller yard..,Grout was' consolidated by mechanical vibration. Grout was supplied by Cadman. The contractor will build composite sample prisms for the next placement. Masonry, resteel and grouting are in accordance with approved plans, to the best of his knowledge.' ,. WORK CONFORMS TO APPROVED PLANS: IX] YES I I NO Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 4.00 12.57 4/13/01 7 53000 4220 - Cone 1B 4.00 12.57 5/4/01 28 64500 5130:' Shear IC 4,00 12,57 5/4/01 28 65500 5210. Shear 1 D 4.00 12.57 Discarded Design S rend' Specification: 28 yyiA99 DATE: April 6, 2001 TECHNICIAN: C. Monacelli Date Placed Time Delivery Ticket No. Slump, In. Air Content, % Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By Information To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST � j 1 2001 PROJECT: Global One r, .,,,.•, 3311 So. 120th, #150 Tukwila, WA CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 FIELD DATA LOCATION OF PLACEMENT: Poured two (2) Housekeeping pads, one pad is adjacent to southeast corner of existing building and the other is just south of that. Samples were taken at 10.00 cubic yards of 10.00 cubic yards placed total. April 6, 2001 208897 4.50 44 58 April 9, 2001 PSI /C. Monacelli Cadman PERMIT NO.:”. JOB NO.: REPORT NO.: Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture D2'006-3'57 712- 10019 -22 CR16522 NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 031.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: Claw - 56(93): SAMPLING: C172.97 COMPRESSION TEST RESULTS ASTM Test Method: ® C31 ® C39 ® C143 ® C172 ❑ C231 ® C1064 ®C1231 ❑ Other: REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by chute and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. Cadman 551083 440 lbs Type I -II 1316 lbs 1576 lbs 3/4 "; 394 lbs 3/8" 77 lbs 3 oz AEA 21 oz WRA Respectfully submitted, Professional Service Industries, Inc. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ❑ Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: EZ YES ❑ NO Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services lY2 00: u)0, . CO uJ N W' W 0 g N v ; Z I-- O' . Z LLI U O IH uj = W! • � I U N c l Z Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (psi.) Fracture Type IA 4.00 12.57 2/19/01 7 55500 4420 Shear lB 4.00 12.57 3/12/01 28 78500 :',,.:6250 Shear IC 4.00 12.57 3/12/01 28 76500 6090': °. Cone and Split I D 4.00 12.57 Discarded Design S rength Specification: 28 3000> Information !To Build On Engineering • Consulting • Vesting ASTM Test Method: ® C31 REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: • D2000=357 DATE: February 12, 2001 JOB NO.: 712 -10019 TECHNICIAN: D. Rierson REPORT NO.: CR14286 FIELD DATA LOCATION OF PLACEMENT: Raised slab stem walls along Line J between Lines 5 thru 8 Samples were taken at 20.00 cubic yards of 69.00 cubic yards placed total. Date Placed February 12, 2001 Supplier Cadman Time 06:25 AM Mix Number and Proportions 200032 Delivery Ticket No. 195604 Cement 500 lbs Type I -II Slump, In. 5.50 Water 280 lbs Air Content, % Fine Aggregate 1363 lbs Air Temperature, °F 33 Coarse Aggregate 1792 lbs 3/8" Concrete Temperature, °F 55 Flyash 100 lbs Date Received In Lab February 13, 2001 Admixture 4.0 oz AEA Field Data Submitted By PSI/D. Rierson Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C21.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: CiQ64.116(92): SAMPLING: CI72.91 COMPRESSION TEST RESULTS ® C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by pump and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. RECEI F MAR 15 COMMUN. DEVELOP a , :r. ❑ Other: Respectfully submitted, Prg essional Service Industries, Inc. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT RE REPROOIIQFn FXCFPT IN FIB I WITHOUT WRITTEN EERMISSIOIiSY EBOFESSIONALBERVICEJNDUSTRIES INC OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282-0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (psi.) Fracture Type IA 6.00 28.27 3/8/01 7 126000 'i.!;. '- ` Shear 1B 6.00 28.27 3/29/01 28 1C 6.00 28.27 3/29/01 28 ID 6.00 28.27 Design S rength Specification: 28 Y' 3000 :': Information !To Build On Engineering • Consulting • Testing CLIENT: DATE: March 1, 2001 TECHNICIAN: D. Howard Date Placed Time Delivery Ticket No. Slump, In. Air Content, Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By ASTM Test Method: ® C31 REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TE T John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 FIELD DATA LOCATION OF PLACEMENT: Transformer yard pilecap at Line H, 30' and Line 11 at 40' approximatley. Floor slab pourback at east wall of building and Line 11, 15' Samples were taken at 9.00 cubic yards of 9.00 cubic yards placed total. March 1, 2001 10 :06 AM 200038 3.50 43 56 March 2, 2001 PSI/D. Howard SION TEST RESULTS REMARKS: Inspected reinforcing steel and witnessed concrete pour. Cocrete was palce dby chute and wheelbarrow and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. RECEIVE MAR 15 2001 DEVELOPMEN PERMIT NO . D2000 =357 JOB NO.: 712 -10019 REPORT NO.: CR15662 Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPEC MENS: C31 -96 (EXC. SEC. 9.2.2); SLUMP: CN3-97 (EXC. SEC. 0; TEMPERATURE: C11I6-1- 86(93)1 SAMPLING: CI72.97 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ['Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES IT NO ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: Cadman 340141 420 lbs Type I -II 240 lbs 1421 lbs 2030 lbs 135 lbs 33 oz MRWR Respectfully submitted, Pj ofessional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NrIT OF RFPRnnt orPn, EXCEELIN FI II L WrtHMIT WRITTFNP. ERMISSIONHYERnFFS SIONALSERVICEJNDUSTRIES..INC Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282-0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type lA 6.00 28.27 3/2/01 7 128000 4530 Shear 1B 6.00 28.27 3/23/01 28 1 C 6.00 28.27 3/23/01 28 ID 6.00 28.27 Design S rength Specification: 28 3000 VIII / Information !To Build On Engineering • Consulting • Testing CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: February 23, 2001 TECHNICIAN: D. Howard FIELD DATA LOCATION OF PLACEMENT: Placed 18 pile caps for transformer pad (6 of the 18) between Lines 10 and 11 east of Line J, (4 of the 18) south of Line I 1 and 20 east of Line J, (5 of the 18) east of Line 11 between J +10 and 1-1+20, (3 of the 18) cast of Line 11 + 15 between J and H Lines. Samples were taken at 10.00 cubic yards of 17.00 cubic yards placed total. Date Placed Time Delivery Ticket No. Slump, In. Air Content, Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By NOTE: APPLICABLE ASTM STANDARDS, ASTM Test Method: ® C31 REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST February 23, 2001 Supplier 11:45 AM 198734 4.75 TS PERMIT NO.: JOB NO.: REPORT NO.: Mix Number and Proportions Cement 44 58 February 26, 2001 PSI /D. Howard Cadman UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.331: SLUMP: CII3•97 (EXC. SEC. 6); TEMPERATURE: C106486(93): SAMPLING: C171.97 ❑ C39 ❑ C143 ® C172 ❑ C231 ®C1064 ❑ C1231 lJ Other: REMARKS: Inspected reinforcing steel and witnessed placement of concrete. The concrete was placed by chute and consolidated by mechanical vibration. Also inspected epoxy grouting of #5 R/S dowels for floor poorback at east wall and Line 11 15' 6" embedment grouted using Hikti HY 150 Epoxy. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. D2000 -357 712 -10019 CR15661 Cadman 551083 440 lbs Type I -II 245 lbs 1316 lbs 1970 lbs Water Fine Aggregate Coarse Aggregate Flyash Admixture 3 oz AEA 21 oz WRA Respectfully submitted, Professional Service Industries, Inc. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT RF RFPROOUCEn FX,C . 0. • . . SEION eY EROFESSIONAL SERVICE,INDUSTRIES INC Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 ;V R ApeR rmomi greronnw6nrrmarumsm ootmiasawrrwrovsvi t4Raaa k/ +9R*AVo vMt tiftamttbne19101s1/ V►pN Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p,s.i.) Fracture Type IA 6.00 28.27 4/26/01 7 107000 3780 Shear 1B 6.00 28.27 5/17/01 28 1C 6.00 28.27 5/17/01 28 Design S rength Specification: 28 3000 mown Information itZMilb Build On Engineering • Consulting • Testing CLIENT: HAY 0 4 2001 REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION A 11ili4liUN u VELOPMENT John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000-3 57 ;. DATE: April 19, 2001 JOB NO.: 712- 10019 -24 TECHNICIAN: S. Schweyen REPORT NO.: CR17005 FIELD DATA LOCATION OF PLACEMENT: East edge pourback for equipment slab on grade Samples were taken at 10.00 cubic yards of 20.00 cubic yards placed total. Date Placed April 19, 2001 Time Delivery Ticket No. 211554 Slump, In. 3.50 Air Content, % Air Temperature, °F 48 Concrete Temperature, °F 62 Date Received In Lab April 20, 2001 Field Data Submitted By PSI /S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C) 1.96 (EXC. SEC. 9.2.2); SLUMP: C143-97 (EXC. SEC. 6); TEMPERATURE: C1(I64- S6(9)); SAMPLING: C172.97 COMPRESSION TEST RESULTS ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. The concrete was placed by chute and consolidated by mechanical vibration. The inspector noted that slab area was shortened at east edge and lengthened at north edge. See SK S 01.04, 18.2. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. Supplier Cadman Mix Number and Proportions 340141 Cement 420 lbs Type I -II Water 240 lbs Fine Aggregate 1421 lbs Building Sand Coarse Aggregate 2030 lbs 3/4" Flyash 135 lbs Admixture 33 oz MRWR ❑ C1064 ❑ C1231 cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: El YES El NO ❑ Other: Respectfully submitted, Professional Service Idustries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 DH /erh DATE: April 24, 2001 INSPECTOR: D. Howard REMARKS: cc: City of Tukwila Information To Build On Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: 357 : JOB NO.: '` 10019 -25 REPORT NO.: FR16902 REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. RECEIVED MAY 0 4 2001 COMMUNITY DEVELOPMENT A representative of PSI arrived at the above referenced project to perform an inspection on the epoxy grouting of reinforcing steel dowels for the concrete masonry unit wall, around the chiller yard. He verified the hole depth (5" & 6 ") and cleanliness — holes have been cleaned with compressed air. Dowels were grouted using Hilti 1-IY -150 epoxy, as per manufacturer recommendations. Work conforms to the engineer" sketches, dated 4 -3 -01, to the best of his knowledge. WORK CONFORMS TO APPROVED PLANS: x Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services YES Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type 1 6.00 28.27 4/10/01 7 103500 3660 Shear 1B 6.00 28.27 5/1/01 28 134000 4740 Shear 1C 6.00 28.27 5/1/01 28 135500 4790 Shear Design S rength Specification: 28 3000 i rW. i n Information i. �2i .To Build On MAY 0 7 2001 Engineering • Consulting • Testing C OMM N Fry REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TESTV E L t p cI I ; r ;,? . CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: April 3, 2001 TECHNICIAN: S. Schweyen FIELD DATA LOCATION OF PLACEMENT: Generator and chiller pads at south end transformer pad locations Samples were taken at 10.00 cubic yards of 30.00 cubic yards placed total. Date Placed April 3, 2001 Time Delivery Ticket No. 207890 Slump, In. 4.50 Air Content, Air Temperature, °F 52 Concrete Temperature, °F 65 Date Received In Lab April 4, 2001 Field Data Submitted By PSI /S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 01-96 (EXC. SEC. 9.2.2): SLUMP: CI43.97 (EXC. SEC. 6): TEMPERATURE: CIOH4- 85(92): SAMPLING: C172.97 COMPRESSION TEST RESULTS ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 REMARKS: Inspected wire mesh and witnessed concrete pour. Concrete was placed by bucket and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO.: D2000 -357 JOB NO.: 712- 10019 -21 REPORT NO.: CR17000 Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water Fine Aggregate 1316 lbs Building Sand Coarse Aggregate 1970 lbs 3/4" Flyash 77 lbs Admixture 3 oz AEA 21 oz WRA ❑ C1064 ❑ C1231 ❑ Other: cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ❑ Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: YES ❑ NO Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) a.Vlrlr Cylinder Area (in.') l�LJVlva� Date Tested a.+.,. Age (days) - ......• Load (lbs.) -- -- Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 3/29/01 7 98500 3480 Shear 1B 6.00 28.27 4/19/01 28 150500 5320 Shear 1C 6.00 28.27 4/19/01 28 148500 5250 Shear Design Strength Specification: 28 3000 w i Information f . .To Build On Engineering • Consulting • 7bsting REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: March 22, 2001 TECHNICIAN: S. Schweyen REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by pump and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO.: D2000- 357:, JOB NO.: 712 -10019 REPORT NO.: CR16339 FIELD DATA LOCATION OF PLACEMENT: Slab on grade at south of Line 11 between G.5 to J.2 at transformer pad Samples were taken at 20.00 cubic yards of 98.00 cubic yards placed total. Supplier Cadman Mix Number and Proportions 340141 Cement 420 lbs Type I -II Water 240 lbs Fine Aggregate 1421 lbs building sand Coarse Aggregate 2030 lbs 7/8" Flyash 135 lbs Admixture 33.0 oz MRWR Date Placed March 22, 2001 Time Delivery Ticket No. 205336 Slump, In. 4.00 Air Content, Air Temperature, ° F 54 Concrete Temperature, °F 63 Date Received In Lab March 23, 2001 Field Data Submitted By PSI/S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143•97 (EXC. SEC. (,): TEMPERA _ OBSERVATIONS 72 •n ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ID Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: YES 1: NO ASTM Test Method: ❑ C31 ❑ C39 ❑ C14 ❑ C172 ❑ C231 ❑ C 1064 ❑ C1231 ❑ Other: Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila mese Turman MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT E WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. C REPORTS Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 nua141100e Vx15"£ l�2 U 0 i 0 U w J� N fL W 0 ; co H W, it Z 1- 0 Z H: 2 D 0 �i ' U tJ. O `. U co Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 4.00 12.57 4/19/01 7 45500 3620 Shear 1B 4.00 12.57 5/9/01 28 1C 4.00 12.57 5/9/01 28 r Id 4.00 12.57 Design S rength Specification: 28 3000 ink warlf Information !To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST 0 ; !`T�, CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: April 12, 2001 TECHNICIAN: C. Monacelli FIELD DATA LOCATION OF PLACEMENT: Ramp and stairs on East side of building Samples were taken at 10.00 cubic yards of 10.00 cubic yards placed total, Date Placed April 12, 2001 Time Delivery Ticket No. 210091 Slump, In. 5.00 Air Content, % Air Temperature, °F 44 Concrete Temperature, °F 58 Date Received In Lab April 13, 2001 Field Data Submitted By PSI /C. Monacelli Mix Data Submitted By Cadman COMPRESSION TEST RESULTS REMARKS: Inspected reinforcing steel and witnessed concrete pour. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO.:; :, -D2000 -357;• JOB NO.: 712 -10019 REPORT NO.: CR16415 Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water 10 gal Fine Aggregate 1316 lbs Coarse Aggregate 1576 lbs 3/4 "; 394 lbs 3/8" Flyash 75 lbs Admixture 21 oz WRA 3 oz AEA NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C142.97 (EXC. SEC. II): TEMPERATURE: C104.M(93): SAMPLING: C172.97 ASTM Test Method: ® C31 ® C39 ® C143 ® C172 ❑ C231 ® C1064 ® C1231 ❑ Other: Respectfully submitted, Prof ssional Service Industries, Inc. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ` YES IT NO Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282-0710 Z' iY uir 2 c.) 0, o N W tL • 0 ,, g Q cy Z 1- O Z 1 !!1 3 O, O --% O I_ cy LL 0 ` Z V CO H Z ' Sample No. Cylinder Diameter (in.) Cylinder Area (in') Date Tested Age (days) Load (lbs.) Compressive Strength (p,s.i.) Fracture Type 1 6.00 28.27 4/4/01 7 36000 2860 Shear I B 6.00 28.27 4/25/01 28 50500 4020 Shear 1C 6.00 28.27 4/25/01 28 51000 4060 Shear Design S rength Specification: 28 3000 rs /r�tttttt>_ Engineering • Consulting • Testing CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 DATE: March 28, 2001 TECHNICIAN: E. Bauman Information !To Build On REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST". r =, II tt tiZ, FIELD DATA LOCATION OF PLACEMENT: Middle 1 /3rd of east wall and all of west wall for handicap ramp on east side of building Samples were taken at 6.00 cubic yards of 6.00 cubic yards placed total. Date Placed March 28, 2001 Time 07:55 AM Delivery Ticket No. 206643 Slump, In. 6.00 Air Content, °A° Air Temperature, °F 48 Concrete Temperature, °F 59 Date Received In Lab March 29, 2001 Field Data Submitted By PSI /E. Bauman Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C106J•86(9)): SAMPLING: C172.97 COMPRESSION TEST RESULTS ASTM Test Method: ® C31 ® C39 ® C143 ® C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by chute and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water Fine Aggregate 1316 lbs Coarse Aggregate 1970 lbs Flynsh 77 lbs Admixture 3 oz AEA 21 ozWRA ❑ C1064 ❑ C1231 ❑ Other: PROJECT: Global One 3311 So. 120th, #150 NAY 0 1 nu; Tukwila, WA COM CO ! Kfi fyt ;- ; aD' E V E f,,: "' 1 [ ;r r PERMIT NO • .D2000 -357 JOB NO.: 712 -10019 REPORT NO.: CR6858 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: YES ❑ NO Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services re 2 U O: LLi W 0 F- Z � LU 3' (")^ Qi 01 O, W Z, U =, 0 Engineering • Consulting • Testing CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO D2000- 357 DATE: April 24, 2001 JOB NO.: 712- 10019 -25 INSPECTOR: D. Howard REPORT NO.: FR16902 REMARKS: cc: City of Tukwila Information To Build On REPORT OF INSPECTION ACTIVITIES A representative of PSI arrived at the above referenced project to perform an inspection on the epoxy grouting of reinforcing steel dowels for the concrete masonry unit wall, around the chiller yard. He verified the hole depth (5" & 6 ") and cleanliness — holes have been cleaned with compressed air. Dowels were grouted using Hilti HY -150 epoxy, as per manufacturer recommendations. Work conforms to the engineer" sketches, dated 4 -3 -01, to the best of his knowledge. WORK CONFORMS TO APPROVED PLANS : µ YES Res, - u y submitted, OFESSI I NAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC R , th,cn NAY 0 1 2001 COMM U 1"3 ITV DEVELOPMENT Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 NO Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type lA 6.00 28.27 3/27/01 7 93000 3290 Shear 1B 6.00 28.27 4/17/01 28 116500 4120 Shear 1C 6.00 28.27 4/17/01 28 120000 4240 Shear Design S rength Specification: 28 .--, _ _ _ 3000 _ r, ....... r ,m-s,-.4 11 P.1 X11 1 I "% : Information /'lam .To Build On Engineering • Consulting • Tinting DATE: REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000-357 : JOB NO.: 712 -10019 March 20, 2001 TECHNICIAN: S. Schweyen FIELD DATA LOCATION OF PLACEMENT: East, exterior North and South ramp wall sections. Samples were taken at 5.50 cubic yards of cubic yards placed total. Supplier Date Placed March 20, 2001 Time Delivery Ticket No. 204850 Slump, In. 6.00 Air Content, Air Temperature, °F 63 Concrete Temperature, °F 72 Date Received In Lab March 21, 2001 Field Data Submitted By PSI /S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: 72 97 OBSERVATIONS E Cylinders made by PSI representative. E Cylinders picked up by PSI representative. E Test results comply with applicable specifications. O Test results do not comply with applicable specifications. E Reinforcing steel was found to comply with plans and project specifications. ['Reinforcing steel does not comply with plans and project specifications. O Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK E; YES O NO ASTM Test Method: ❑ C31 O C39 O C143 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by bucket and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. REPORT NO.: CR16997 RECEIVE APR 2 3 2001 DEVELOPMENT Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water 245 lbs Fine Aggregate 1316 lbs Building Sand Coarse Aggregate 1970 lbs 3/4" Flyash 77 lbs Admixture 3.0 oz AEA 21.0 oz WRA Other: Respectfully submitted, Profe Tonal Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 � 2I 0 0 0' O;: N LL W AO d 0 . • • W ~` 0 N W Vi 0, W gori O H: Z Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 3/19/01 7 97000 3430 Shear 1B 6.00 28.27 4/9/01 28 158000 5590 Shear IC 6.00 28.27 4/9/01 28 160500 5680 Shear Discarded Design S rengilt Specification: 28 3000 irf,�� Information /e .To Build On APR 1 Engineering • Consulting • 7lesting �• f N•• 1 .T: . • ir f::, l REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.:,,, D2000-357:- DATE: March 12, 2001 JOB NO.: 712 -10019 TECHNICIAN: S. Schweyen REPORT NO.: CR16333 FIELD DATA LOCATION OF PLACEMENT: South end misc. infill around electrical conduits penetrating slab on grade at south building line; Also Iboting for east side exterior ramp. Samples were taken at 10.00 cubic yards of 23.00 cubic yards placed total. Date Placed March 12, 2001 Time Delivery Ticket No. 202457 Slump, In. 4.00 Air Content, Air Temperature, °F 55 Concrete Temperature, °F 66 Date Received In Lab Field Data Submitted By Mix Data Submitted By March 13, 2001 PSI /S. Schweyen Cadman COMPRESSIO Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water 245 lbs Fine Aggregate 1316 lbs Coarse Aggregate 1970 lbs Flyash 77 lbs Admixture 3.0 oz AEA 21.0 ozWRA NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C71 - (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. r,): TEMPERATURE: CIaW- 86(92): SAMPLING: C172.97 ASTM Test Method: ® C31 ❑ C39 ❑ C143 ® CI72 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was Respectfully submitted, placed by chute and consolidated by mechanical vibration. It was noted that Pro slow! Service Industries, Inc. RFI #15 approved modification to add 9" return to inside of wall and RFI dated 1 -3 -01 inspected footing per RFI #15 and detail 7/S3.2. The items inspected conform to approved plans and specifications to the best of the inspectors < %U( knowledge. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. • Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ❑ NO cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOTE REPRODUCED. EXCEPT IN FULL WITHOUT WRITTEN PERMISSION BY PROEUSt9.NAL. BERVICEJURJSIBIg5 INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 .. , .v a'0 %4a4^. 1 2 U O W = J F- W 0 g -j CO _0 T: ? H F- 0 ';. Z H. W U � N_ i ,0 C1—i W IW V i 0 j Z LU U 0 F" Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 4.00 12.57 4/13/01 7 53000 4220 Cone 1 B 4.00 12.57 5/4/01 28 1 C 4.00 12.57 5/4/01 28 ID 4.00 12.57 Design S rength Specification: 28 3000 DATE: April 6, 2001 TECHNICIAN: C. Monacelli ASTM Test Method: ® C31 f � k�� s �• .= .•- Vit ,':�'z'.'' tlw APR 2 0 2001 COMMUNITY REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION X} S'IF„ O P M E T Information To Build On Engineering • Consulting • resting CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #1150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 COMPRESSION TEST RESULTS REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by chute and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO.: : D2000- 357 JOB NO.: 712 - 10019 -22 REPORT NO.: CR16522 FIELD DATA LOCATION OF PLACEMENT: Poured two (2) Housekeeping pads, one pad is adjacent to southeast corner of existing building and the other is just south of that. Samples were taken at 10.00 cubic yards of 10.00 cubic yards placed total. ® C39 ® C143 ® C172 ❑ C231 ® C1064 ® C1231 Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water Fine Aggregate 1316 lbs Coarse Aggregate 1576 lbs 3/4"; 394 lbs 3/8" Flyash 77 lbs Admixture 3 oz AEA 21 oz WRA Date Placed April 6, 2001 Time Delivery Ticket No. 208897 Slump, In. 4.50 Air Content, % Air Temperature, °F 44 Concrete Temperature, °F 58 Date Received In Lab April 9, 2001 Field Data Submitted By PSI /C. Monacelli Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C147.97 (EXC. SEC. 6): TEMPERATURE: CIIN,1•S6(97): SAMPLING: CI72.97 Respectfully submitted, Professional Service Industries, Inc. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES INC. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ❑ Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: Z YES ❑ NO ❑ Other: -Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 "% Information r .To Build On Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO./ D2000 -357 DATE: March 9, 2001. JOB NO.: 4712 -100 INSPECTOR: H. Hua REPORT NO.:` rK16000 REMARKS: A representative of PSI arrived at the above referenced project to perform an inspection of the epoxy dowel at grid line 11, between H and G. See SK13601 on 3/6/01 for details. Holes were cleaned and using Hilti Hit -HY150 adhesive mortar for grouting. All items inspected are in accordance with approved plans and engineer specification, to the best of his knowledge. HH /erh cc: City of Tukwila WORK CONFORMS TO APPROVED PLANS: YES Fl NO Respec ully submitted, P' c ESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type lA 4.00 12.57 2/27/01 7 54000 4300 Shear 1B 4.00 12.57 3/20/01 28 73500 5850 Shear I C 4.00 12.57 3/20/01 28 75500 6010 Cone 1 D 4.00 12.57 Design S rength Specification: 28 3000 a CLIENT: IPA / Information It'° To Build On Engineering • Consulting • Testing PERMIT NO.: DATE: February 20, 2001 JOB NO.: TECHNICIAN: C. Monacelli REPORT NO.: FIELD DATA LOCATION OF PLACEMENT: Four pile caps on Line J at 4 on eastside of Line J from the southend going north and south two rows from Line J west for a total of 8 and three pile caps at center section on the west end for a total of 17 pile caps. Samples were taken at 10.00 cubic yards of 16.00 cubic yards placed total. Date Placed February 20, 2001 Time Delivery Ticket No. 197579 Slump, In. 4.00 Air Content, % Air Temperature, °F 48 Concrete Temperature, °F 59 Date Received In Lab February 21, 2001 Field Data Submitted By PSI /C. Monacelli Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C21.711 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. SI: TEMPERATURE: CtO$44I6(92): SAMPLING: C172.97 ASTM Test Method: ® C31 REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukw Seattle, WA 98168 -5121 COMPRESSION TEST RESULTS ❑ C39 ❑ C143 ®C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by pump and consolidated by mechanical vibration. All cylinders were capped in accordance with ASTM C617 -94. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water Fine Aggregate 1316 lbs Coarse Aggregate 394 lbs 3/8 "; 1576 lbs 3/4" Flyash 77 lbs Admixture 3 oz AEA 21 ozWRA C1064 ❑ C1231 CR16491 �L- OBSERVATIONS Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO ❑ Other: Respectfully submitted, Profe sional Service Industries, Inc. Sam Yaghmaie, P,E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (ps.i.) Fracture Type IA 6.00 28.27 4/10/01 7 103500 3660 Shear IB 6.00 28.27 5/1/01 28 1C 6.00 . 28.27 5/1/01 28 Design S rength Specification: 28 3000 ars Engineering • Consulting • Testing CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, 1/150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: Aril 3, 2001 TECHNICIAN: S. Schweyen Information APR 2 0 2001 To Build On COMMUNITY REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST FIELD DATA LOCATION OF PLACEMENT: Generator and chiller pads at south end transformer pad locations Samples were taken at 10.00 cubic yards of 30.00 cubic yards placed total. COMPRESSION TEST RESULTS PERMIT NO _ * D2000 =357 "- JOB NO.: 712- 1001 -21 REPORT NO.: CR17000 ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: REMARKS: Inspected wire mesh and witnessed concrete pour. Concrete was placed by bucket and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type 1 -11 Water Fine Aggregate 1316 lbs Building Sand Coarse Aggregate 1970 lbs 3/4" Flyash 77 lbs Admixture 3 oz AEA 21 oz WRA Date Placed April 3, 2001 Time Delivery Ticket No. 207890 Slump, In. 4.50 Air Content, "/0 Air Temperature, °F 52 Concrete Temperature, °F 65 Date Received In Lab April 4, 2001 Field Data Submitted By PSI /S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C3IAf (EXC. SEC. 9.2.2): SLUMP: CI47.97 (EXC. SEC. (1): TEMPERATURE: CII64.W(93): SAMPLING: C172.97 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ❑ Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED.EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Lond (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6,00 28.27 3/2/01 7 128000 4530 Shear 1B 6.00 28.27 3/23/01 28 175000 6190 Shear IC 6.00 28.27 3/23/01 28 176000 6230 Cone Design Strength Specification: 28 3000 DATE: February 23, 2001 TECHNICIAN: D. Howard Date Placed Time Delivery Ticket No. Slump, In. Air Content, Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By Information To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 FIELD DATA LOCATION Of PLACEMENT: Placed 18 pile caps for transformer pad (6 of the 18) between Lines 10 and 11 east of Line J, (4 of the 18) south of Line 11 and 20 cast of Line J, (5 of the 18) east of Line 11 between J +10 and H +20, (3 of the 18) east of Line 11 + 15 between J and H Lines. Samples wcre taken at 10,00 cubic yards of 17.00 cubic yards placed total. February 23, 2001 11:45 AM 198734 4.75 44 58 February 26, 2001 PSI/D. Howard Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: CI33'97 (EXC. SEC. 6): TEMPERATURE: C1064- 8(,(93): SAMPLING: CI72.97 COMPRESSION TEST RESULTS PROJECT: Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture 3 oz AEA 21 oz WRA ASTM Test Method: ® C31 ❑ C39 ❑ C143 ® C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed placement of concrete. The concrete was placed by chute and consolidated by mechanical vibration. Also inspected epoxy grouting of #5 R/S dowels for floor poorback at east wall and Line 11 15' 6" embedment grouted using Hikti HY 150 Epoxy. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO JOB NO.: REPORT NO.: ® C1064 ❑ C1231 COMPRESSION TEST Global One 3311 So. 120th, #150 Tukwila, WA D2000 357 712 -10019 CR15661 cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Cadman 551083 440 lbs Type I -II 245 lbs 1316 lbs 1970 lbs OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. + �' a 0 gallons of water added on s ite ' ' �;,, : WORK CONFORM ; Q YES',.E NO ❑ Other: I , R C'S'Ip h1AR 3 0 ?0p1 D Olv „Un�Iry Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 '�'tr.eittiiE I W C 6 U O In N W' u- I w 0 _; U) H Z vi W uj U 0 1 W Z ' gl 0 h- t Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type 1 6.00 28.27 3/19/01 7 97000 3430 Shear 1B 6.00 28.27 4/9/01 28 1 C 6.00 28.27 4/9/01 28 Design Strength Specification: 28 3000 NJ I CLIENT: COMMUr` iTY Engineering • Consulting • Testing DEVELOPMENT REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST DATE: March 12, 2001 TECHNICIAN: S. Schweyen FIELD DATA LOCATION OF PLACEMENT: South end misc. infill around electrical conduits penetrating slab on grade at south building line; Also footing for east side exterior ramp. Samples were taken at 10.00 cubic yards of 23.00 cubic yards placed total. Date Placed Time Delivery Ticket No. Slump, In. Air Content, % Mr Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: CJI.96 (EXC. SEC. 9.2.2): SLUMP: CU7.97 (EXC. SEC. 6): TEMPERATURE: CII64-116(97): SAMPLING: C172.97 ASTM Test Method: ® C31 Information To Build On John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 March 12, 2001 202457 4.00 55 66 March 13, 2001 PSI /S. Schweyen Cadman COMPRESSION TEST RESULTS PROJECT: REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by chute and consolidated by mechanical vibration. It was noted that RFI #15 approved modification to add 9" return to inside of wall and RFI dated 1 -3 -01 inspected footing per RFI #I5 and detail 7/S3.2. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PERMIT NO.: : `D2000= 35'7~ ? , JOB NO.: 712 -10019 REPORT NO.: CR16333 Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEt?T IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES INC. Global One 3311 So. 120th, #150 Tukwila, WA Cadman 551083 440 lbs Type I -II 245 lbs 1316 lbs 1970 lbs 77 lbs 3.0 oz AEA 21.0 oz WRA E CfT' OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. „ q 0 gallons of water added'onlsiti?''` <x, WORK CONFORMS: YES ® NO ❑ C39 ❑ C143 ®C172 ❑ C231 ®C1064 ❑ C1231 ❑ Other: Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 3/29/01 7 98500 3480 Shear IB 6.00 28.27 4/19/01 28 IC 6.00 28.27 4/19/01 28 Design S rength Specification: 28 3000 Ars /ra Information To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION l CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 DATE: March 22, 2001 TECHNICIAN: S. Schweyen COMPRESSION TEST RESULTS ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 ❑ C1064 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by pump and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. PROJECT: Global One 3311 So. 120th, #150 COW/it/WY Tukwila, WA DEVELOPMENT PERMIT NO.: -1)D2000 3571 JOB NO.: 712 -10019 REPORT NO.: CR16339 FIELD DATA LOCATION OF PLACEMENT: Slab on grade at south of Line 11 between G.5 to J.2 at transformer pad Samples were taken at 20.00 cubic yards of 98.00 cubic yards placed total. Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. CEIVED APR - 4 20oi Date Placed March 22, 2001 Cadman Time 340141 Delivery Ticket No. 205336 420 lbs Type I -II Slump, In. 4.00 240 lbs Air Content, % 1421 lbs building sand Air Temperature, °F 54 2030 lbs 7/8" Concrete Temperature, °F 63 135 lbs Date Received In Lab March 23, 2001 33.0 oz MRWR Field Data Submitted By PSI /S. Schweyen Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.1.2): SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: C1064- 56(92): SAMPLING: C172.97 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on " "-t,. WORK CONFORMS: ® YES IN NO ❑ C1231 ❑ Other: Respectfully submitted, Professional Service Industries, Inc. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services ......mmaarmoma**(..tloniA.ACIMIThitit: 9901‘9139:6119909994 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 3/8/01 7 126000 4460 Shear IB 6.00 28.27 3/29/01 28 178500 6310 Shear IC 6.00 28.27 3/29/01 28 177000 6260 Shear Design S rength Specification: 28 3000 DATE: March 1, 2001 TECHNICIAN: D. Howard Information !To Build On Engineering • Consulting • Testing RECEIVED REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST / PR — c) PROJECT: Global One COMMtJMTY 3311 So. 120th, #150EVELOPMEi'.i' Tukwila, WA • 300Q`357 712 -10019 CR15662 CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 PERMIT NO.: JOB NO.: REPORT NO.: FIELD DATA LOCATION OF PLACEMENT: Transformer yard pilecap at Line H, 30' and Line 11 at 40' approximatley. Floor slab pourback at east wall of building and Line 11, 15' Samples were taken at 9.00 cubic yards of 9.00 cubic yards placed total. Date Placed Time Delivery Ticket No. Slump, In. Air Content, % Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By March 1, 2001 10:06 AM 200038 3.50 43 56 March 2, 2001 PSI/D. Howard Cadman COMPRESSION TEST RESULTS REMARKS: Inspected reinforcing steel and witnessed concrete pour. Cocrete was palce dby chute and wheelbarrow and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture Cadman 340141 420 lbs Type I -II 240 lbs 1421 lbs 2030 lbs 135 lbs 33 oz MRWR NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C)I•96 (EXC. SEC. 9.2.2); SLUMP: CO3.97 (EXC. SEC. 6); TEMPERATURE: C106446(93): SAMPLING: CI7I.97 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI' representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added di 'site. ` p WORK CONFORMS: ® YES Dl NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: Respectfully submitted, Professional Service Industries, Inc. ;;i.ue• u� ate:. ...; ,a, -,c u...._ ..__,. • cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 W; Wes: UO ' (0 0 ',O W WI. —I 1- D u_ W0 g J IL Q s 0 Z F 1-0 Z I ui 01 . u) —.1 0I I H Vy � O LLI Z N . O Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 6.00 28.27 4/4/01 7 36000 2860 Shear 1B 6.00 28.27 4/25/01 28 IC 6.00 28.27 4/25/01 28 Design S rength Specification: 28 3000 Information 1 r .To Build On Engineering • Consulting • 'nesting CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 DATE: March 28, 2001 TECHNICIAN: E. Bauman RECEY r APR 1 1 2(; cOMMuM-\ DEVELOP FN REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST FIELD DATA LOCATION OF PLACEMENT: Middle 1 /3rd of east wall and all of west wall for handicap ramp on cast side of building Samples were taken at 6.00 cubic yards of 6.00 cubic yards placed total. Date Placed March 28, 2001 supplier Cadman Time 07:55 AM Mix Number and Proportions 551083 Delivery Ticket No. 206643 Cement 440 lbs Type 1 -II Slump, In. 6.00 Air Content, "A" Air Temperature, °F 48 Concrete Temperature, °F 59 Date Received In Lab March 29, 2001 Field Data Submitted By PSI/E. Bauman Cadman Mix Data Submitted By NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143A7 (EXC. SEC. 6): TEMPERATURE: CI06I- 26(92): SAMPLING: C172.97 COMPRESSION TEST RESULTS ASTM Test Method: ® C31 ® C39 ® C143 ® C172 ❑ C231 Water REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by chute and consolidated by mechanical vibration. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 PERMIT NO.: D2000 -357 JOB NO.: 712 -10019 REPORT NO.: CR6858 Fine Aggregate 1316 lbs Coarse Aggregate 1970 lbs Flynsh 77 lbs Admixture 3 oz AEA 21 oz WRA ❑ C1064 ❑ C1231 ❑ Other: OBSERVATIONS E Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ❑ YES ❑ NO Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services ir �t i Information . . To Build On Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So, 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000,-357" DATE: March 30, 2001 JOB NO.: 712- 10019 -20 INSPECTOR: G. Lloyd REPORT NO.: FR11506 REMARKS: GL /erh cc: City of Tukwila Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. -ECER- ED APR 1 1 2001 COMMUNITY DEVELOPMENT A representative of PSI arrived at the above referenced project to perform a visual welding inspection. He inspected the welds for the equipment stand framework, as detailed on S3.3 of the approved plans. Welding was done by James M. Jenkins, a WABO certified welder. Welds were found to be completed as detailed on the approved plans and to AWS D1.1 and building code, to the best of his knowledge. WORK CONFORMS. TO APPROVED PLANS: x Respectfully submitted, 12OFESSIONAL SERVICE INDUSTRIES, INC. YES Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282-0710 N W 0 } ;. a u. `Z I- • Or D Oi. i0 F= ;w W v, U. _ .0 z, U co; F Z Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 4.00 12.57 2/27/01 7 54000 4300 Shear 113 4.00 12.57 3/20/01 28 IC 4.00 12.57 3/20/01 28 ID 4.00 12.57 Design S rength Specification: 28 3000 r7 Information r .ToBuild On Engineering • Consulting • Testing CLIENT: es t Method: REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT N \ .. D2000-357 DATE: Februa 20, 2001 JOB NO,: ` 712 -10 712- 1001919 a / TECHNICIAN: C. Monacelli REPORT NO.: CR16491 FIELD DATA LOCATION OF PLACEMENT: Four pile caps on Line J at 4 on eastside of Line J from the southend going north and south two rows from Line J west for a total of 8 and three pile caps at center section on the west end for a total of 17 pile caps. Samples were taken at 10.00 cubic yards of 16.00 cubic yards placed total. Date Placed February 20, 2001 Time Delivery Ticket No. 197579 Slump, In. 4.00 Air Content, Air Temperature, °F 48 Concrete Temperature, °F 59 Date Received In Lab February 21, 2001 Field Data Submitted By PSI /C. Monacelli Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 5): TEMPERATURE: C106J- IIS(93); SAMPLING: CI72-97 9 ❑ C143 ® C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed concrete pour. Concrete was placed by pump and consolidated by mechanical vibration. All cylinders were capped in accordance with ASTM C617 -94. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. cc: City of Tukwila Supplier Cadman Mix Number and Proportions 551083 Cement 440 lbs Type I -II Water Fine Aggregate 1316 lbs Coarse Aggregate 394 lbs 3/8 "; 1576 lbs 3/4" Flyash 77 lbs Admixture 3 oz AEA 21 oz WRA ® C1064 ❑ C 1231 OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO ❑ Other: Respe 1y submitted, ofessional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Cons11Ii 811/ ED MAR 11 7 2001 COM'AitU N THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. 0EV E t.. 0 tl"i '1iT REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 .. .... .. .n..,. . . ww,,.rmrpc•ew•f ro ... U O N Q' cow' LLt W O g D. • ° : I— Ili I— O Z h uj • (D I Q H': W I U N O Z 9 LM /vsr Information To Build On Engineering • Consulting • Testing RE CEIVED MAR 2 6 2001 REPORT OF INSPECTION ACTIVITIES D EV E OPNIEN CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila WA Seattle, WA 98168 -5121 PERMIT NO DATE: February 23, 2001 JOB NO.: INSPECTOR: L. Miller REMARKS: cc: City of Tukwila REPORT NO.: FR10347 A representative of PSI arrived at the above referenced project for structural steel inspection as per AWS D1.1 -00 UBC and approved drawings. He performed an inspection of welding on doorway reinforcing straps at Grids J at 5.5, J at 7.2, J at 8.5, and 11 at H.5, per drawing S1.1, detail 6 and 8. He also verified welder certifications: Erik J. Nichols- October 1, 2001, 88- 9865 -NIC and Colleen Nichols- October 1,2001, 30- 2261 -NIC. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. WORK CONFORMS TO APPROVED PLANS: M YES n NO Res ctfully submitted, OFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282 -0710 0 0 tn CV! ' CO W ' J CO IL,: O ,. J: D, W 1-0 'Z I— W W; O N D I- W W ' I- v; — I I-1 ' co , ; O ` CM /vsr Engineering • Consulting • mating CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000 -357 DATE: February 20, 2001 JOB NO.: 712- 10019 -9 INSPECTOR: C. Monacelli REMARKS: cc: City of Tukwila Information To Build On REPORT OF INSPECTION ACTIVITIES REPORT NO.: FR13299 A representative of PSI arrived at the above referenced project for concrete pour and inspection on expansion bolts for reinforcement of openings on eastside of the existirng building. The contractor drilled proper size holes, cleaned holes out, and installed 'h" expansion bolts as called out on Detail 8 on S1.1, having proper embedment, this was done at four locations on SE side of the existing building. The contractor also pour pile caps on southend of the building. Refer to CR 16491 for more information and locations. WORK CONFORMS TO APPROVED PLANS: YES n NO Respectfully submitted, P • I FESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282-0710 Information To Build On Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000 -357 DATE: February 15, 2001 JOB NO.: 712 - 10019 -10 INSPECTOR: D. Rierson REMARKS: DR/vsr cc: City of Tukwila REPORT NO.: FR13633 A representative of PSI arrived at the above referenced project for a reinforce steel and reinforce concrete pour inspection of the pile caps at the south end of the existing building. Upon arrival, he was notified that the concrete pour was cancelled, as the projected time of being ready was incorrect, due to problems surrounding pilings' variations in elevation and problems with digging around pilings for pile cap forms. The pile caps were not ready for rested inspection at this time. He requested the contractor to reschedule for a resteel inspection prior to scheduling for a concrete placement of the pile caps. The work in progress is not ready for inspection. RFI is being requested for piling elevation variations in progress. WORK CONFORMS TO APPROVED PLANS: n YES n NO Respectfully submitted, PJ.DFF SSIONAL SERVICE INDUSTRIES, INC. am Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282-0710 �U 0 O' 'w W = I w LL • w0 40 a = d Z L.€ O t . 3 0 . NI` 0 1 1 = Ui 2 co; . 0 DH /vsr DATE: February 14, 2001 INSPECTOR: D. Howard REMARKS: Information !To Build On Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 A representative of PSI arrived at the above referenced project to inspect epoxy grouting of anchor bolts into existing concrete and installation of expansion anchors for equipment stand frames per Detail A, 7, and 9 on S3.3 of approved drawings He verified the hole depth and cleanliness. The bolts were grouted with Hilti 1 -IY150 epoxy, using mechanical injector. cc: City of Tukwila PERMIT NO.: D2000 -357 JOB NO.: 712- 10019 -8 REPORT NO.: FR14183 Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. WORK CONFORMS TO APPROVED PLANS: Fl YES n NO Respect ully submitted, P • e ESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282-0666 • Fax 206/282-0710 Information To Build On Ili E• colars Engineering • Consulting • Testing REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000 -357 DATE: February 7, 2001 JOB NO.: 712- 10019 -4 INSPECTOR: D. Howard REPORT NO.: FR14176 REMARKS: A representative of PSI arrived at the above referenced project to perform an inspection of epoxy - grouted embed placement, per SOM sketch SKS 01.02.01A. He inspected the placement of #4 reinforcing steel dowels for the elevated slab stem walls. He verified hole depth and cleanliness, and witnessed the dowels being grouted in place with Hilti HY150 epoxy adhesive using a mechanical injector. DH /tc cc: City of Tukwila WORK CONFORMS TO APPROVED PLANS: VI YES Respectfully submitted, FESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services II REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type 2A 2.00 3.14 2/12/01 7 12800 4080 Cone 2B 2.00 3.14 3/5/01 28 17700 5640 Cone 2C 2.00 3.14 3/5/01 28 16500 5250 Cone 2D 2.00 3.14 Discarded Design S rength Specification: 28 3000 Information !To Build On Engineering • Consulting • resting REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 Februa 5,2001 ERMIT NO.: D2000 -357 JOB NO.: - 1 019 DATE: TECHNICIAN: D. Howard REPORT NO.: CR15650 FIELD DATA LOCATION OF PLACEMENT: Transformer yard auger -cast piles (sample obtained while pumping pile 35) Samples were taken at 45.00 cubic yards of 64.00 cubic yards placed total. Date Placed February 5, 2001 Supplier Cadman Time 12:23 PM Mix Number and Proportions 904040 Delivery Ticket No. 194437 Cement 846 lbs Type I -II Slump, In. 0.00 water 433 lbs Air Content, •/ w Fine Aggregate 2455 lbs Air Temperature, °F 43 Coarse Aggregate Concrete Temperature, °F 57 Flyash Date Received In Lab February 6, 2001 Admixture 42 oz Delvo Stabilizer Field Data Submitted By PSI/D. Howard Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC.6); TEMPERATURE: C1064•86(93): SAMPLING: CI72.97 EST RESULTS ASTM Test Method: ®C31 El C39 ❑ C143 ® C 172 ❑ C23 I REMARKS: Inspected reinforcing steel and witnessed placement of auger cast piles for the location listed above. Earth Consultants Geotechnical Engineering was on site monitoring the drilling. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. See also report CR15649 this date for first load placement data and sample test results. C1064 ❑ C1231 cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. G9 � OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 60 gallons of water added on site. WORK CONFORMS: YES El NO Other: Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction � Services COMMUNITY DEVELOPMEN Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282-0710 F—. no, LW 2 J U: (3 N a W ' CO LL w 0 !J. Q 1=- W Hi. U 0' 10 C S) = U . F .Z N' O H i . Z Sample No. Cylinder Diameter (in.) Cylinder Area (in') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 2.00 3.14 2/12/01 7 14200 4520 Shear 1B 2.00 3.14 3/5/01 28 20700 6590 Cone IC 2.00 3.14 3/5/01 28 19800 6310 Cone ID 2.00 3.14 Discarded Design Strength Specification: 28 3000 ~iii Information r .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000 -357 DATE: February 5, 2001 JOB NO.: 712 -10019 TECHNICIAN: D. Howard REPORT NO.: CR15649 FIELD DATA LOCATION OF PLACEMENT: Transformer yard auger -cast piles (sample obtained while pumping pile 21) Samples were taken at 8.00 cubic yards of 64.00 cubic yards placed total. Date Placed February 5, 2001 Time 08:07 AM Delivery Ticket No. 194252 Slump, In. 0.00 Air Content, % ~ r Air Temperature, °F 40 Concrete Temperature, °F 57 Date Received In Lab February 6, 2001 Field Data Submitted By PSI/D. Howard Mix Data Submitted By Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: CJ 1.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: CI064- 86(97); SAMPLING: C172.97 ASTM Test Method: ® C31 COMPRESSION TEST RESULTS ❑ C39 ❑ C143 ® C 172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed placement of auger cast piles for the location listed above. Earth Consultants Geotechnical Engineering was on site monitoring the drilling. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. See also report CR15650 this date for first load placement data and sample test results. Supplier Cadman Mix Number and Proportions 904040 Cement 846 lbs Type I -II Water 433 lbs Fine Aggregate 2455 lbs Coarse Aggregate Flyash Admixture 42 oz Delvo Stabilizer tib , ti::'.+.. iG, u.: a11. 4. l.:+ k :;. : : :�iL..S1kYt11.M:1 :.Uwv } :•- CI064 ❑ C1231 ❑ Other: cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 50 gallons of water added on site. WORK CONFORMS: YES ❑ NO Respectfully submitted, Pro essional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in ?) Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type IA 2.00 3.14 2/9/01 7 10300 3280 Cone 1B 2.00 3.14 3/2/01 28 15400 4900 Cone 1C 2.00 3.14 3/2/01 28 15000 4780 Cone ID 2.00 3.14 Discarded Design Strength Specification: 28 3000 f Information . '; .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO.: D2000 -357 DATE: February 2, 2001 JOB NO.: 712 - 10019 -1 TECHNICIAN: D. Howard REPORT NO.: CR15647 FIELD DATA LOCATION OF PLACEMENT: Transformer yard auger -cast piles (first of two sample sets, obtained while placing pile #2) Samples were taken at 9.00 cubic yards of 60.00 cubic yards placed total. Date Placed February 2, 2001 Supplier Cadman Time 08:09 AM Mix Number and Proportions 904040 Delivery Ticket No. 193927 Cement 846 lbs Type I -II Slump, In. Fluid. Water 433 lbs N. , Air Content, % Fine Aggregate 2455 lbs Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By 43 57 February 5, 2001 PSI/D. Howard Cadman NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143-07 (EXC. SEC. 9); TEMPERATURE: CInW- 86(9)): SAMPLING: CI72-97 COMPRESSION TEST RESULTS OBSERVATIONS ASTM Test Method: ® C31 ❑ C39 ❑ C143 ® C172 ❑ C231 REMARKS: Inspected reinforcing steel and witnessed grout pour. All cylinders were capped in accordance with ASTM C617 -94. Earth Consultants Geotechnical Engineering was on site monitoring the drilling. The items inspected conform to approved plans and specifications to the best of the inspectors knowledge. See also report CR15648 this date for additional load placement data and sample test results. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Coarse Aggregate Flyash Admixture 42 oz Delvo Stabilizer ® C1064 ❑ C1231 ❑ Other: ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 70 gallons of water added on site. WORK CONFORMS: ® YES n NO Respectfully submitted, Proft(sronal Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282 -0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type 2A 2.00 3.14 2/9/01 7 10700 3410 Shear 2B 2.00 3.14 3/2/01 28 15500 4940 Cone 2C 2.00 3.14 3/2/01 28 16200 5160 Shear 2D 2.00 3.14 Hold Design Strength Specification: 28 3000 Engineering • Consulting • Testing DATE: Februa 2, 2001 TECHNICIAN: D. Howard Time Delivery Ticket No. Slump, In. Air Content, "b, Air Temperature, °F Information To Build On REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: John Hughes Sabey Construction 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 11:19 AM 194080 Fluid 48 Concrete Temperature, °F 57 Date Received In Lab February 5, 2001 Field Data Submitted By PSI/D. Howard Mix Data Submitted By Cadman ASTM Test. Method: ® C31 ❑ C39 ❑ C143 PROJECT: FIELD DATA LOCATION OF PLACEMENT: Transformer yard auger -cast piles (second of two sample sets, obtained while placing pile #12) Samples were taken at 45.00 cubic yards of 60.00 cubic yards placed total. Date Placed February 2, 2001 Supplier REMARKS: Inspected reinforcing steel and witnessed grout pour. All cylinders were capped in accordance with ASTM C617 -94. Earth Consultants Geotechnical Engineering was on site monitoring the drilling. All items inspected conform to approved plans and specifications. See also report CR15647 this date for first load placement data and sample test results. PERMIT NO.: D2000 -357 JOB NO.: 712- 10019- 48 Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture Global One 3311 So. 120th, #150 • : WA Cadman 904040 846 lbs Type 1 -II 433 lbs 2455 lbs 42 oz Delvo Stabilizer NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C71.96 (EXC. SEC. 9.2.2): SLUMP: C1417.97 (EXC. SEC. (0: TEMPERATURE: CI06146(97): SAMPLING: CI72.97 COMPRESSION TEST RESULTS OBSERVATIONS ® Cylinders made by PSI representative. Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 15 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO ®C172 0 C23 ®C1064 0 C123 ❑ Other: Respectfully submitted, Professional Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282.0666 • Fax 206/282 -0710 °REG EWE MAR 0 8 2001 COMMUNITY DEVELOPMENT SS /erh Information To Build On Engineering • Consulting • Testing cc: City of Tukwila REPORT OF INSPECTION ACTIVITIES CLIENT: John Hughes PROJECT: Global One Sabey Construction 3311 So. 120th, #150 12201 Tukwila International Blvd., 4th Floor Tukwila, WA Seattle, WA 98168 -5121 PERMIT NO D2000-357- DATE: May 8, 2001 JOB NO.: 712-10019-28 INSPECTOR: S. Schweyen REPORT NO.: FR17071 REMARKS: A representative of PSI arrived at the above referenced project to perform a masonry inspection. He inspected the resteel, witnessed pump grouting for the top lift, 8" concrete masonry unit, block walls for the perimeter of the chiller yard. Grout was placed and mechanically vibrated. Grout mix #654100, 3/8" pea gravel 70/30 -grout mix, supplied by Cadman and placed in a flowable condition. Resteel and grout are in accordance with approved plans, to the best of his knowledge. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. R `7 MAY 2. CQMIVI : "' DEVEL.O ,. Respect f ubmitted, P t : ESSIONAL SERVICE INDUSTRIES, INC. WORK CONFORMS TO APPROVED PLANS , YES a NO Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 SKIDMORE, OWINGS AND MERRILL LLP One Front Street, San Francisco, CA 94111 415.981.1555 BULLETIN No. 4 Project: Global One Seattle Date: March 15, 2001 Client: Total Site Solutions To: John Hughes Project No.: 200303 Sabey Construction The contract documents may be amended as herein after described. Submit additional cost, credit, or no change in contract price for each item to Total Site Solutions (Attn: Bob Hambelton). Indicate increase, decrease, or no change in calendar days affecting time of completion. NOTE: Items shown in Italics are specific to Bulletin #4 revisions. All other items described in the Narrative were issued in Bulletin #2. The Narrative is for City review as requested. A. General The intent of this Bulletin is to modify construction documents as follows 1) Owner directed scope reduction reducing the extent of interior tenant build - out. The scope reduction reduces the extent of exterior construction by: a) Reducing the extent of the concrete ramp. b) Eliminate plaster infill at overhead doors. Existing overhead doors to remain. 2) Reduce size of south equipment yard due to utility right of way. 3) Revise electric room wall layout and retain overhead door. B. Drawings Revisions to Architectural Drawing as described below. Drawings issued with this bulletin are dated 3/15/01 with areas revised indicated with a cloud. cm OF DZ ccO SOMJSF • Global One - Seattle APR 1 0'�; °1 pgVISI0NN0, 1 OORRECjION LTR# � FILE COPY Bulletin No.4 March 15,2001 RECEIVED CITY OF TUKWILA MAR 1 6 2001 PERMIT CENTER B. Drawings (Cont.) SHEET DESCRIPTION OF CHANGE Cover Sheet • Identify Bulletin # A -000 • Identify Bulletin # A -001 • Revise Plan diagram for Scope Reduction A-002 • Reduce extent of exterior concrete slab at South side of building. This reduction is created due to Right of Way required by electrical utility. • Reduce extent of elevated concrete walk on East Side. This reduction is created due to Owner directed scope reduction. • Revise Equipment Screen to CMU • Revise Disabled Access Parking A -003 • DETAIL 26: Reduce extent of elevated concrete walkway due to Owner directed scope reduction. NOTE: extent of walkway is defined based on steel guardrail panels which were under fabrication at time of scope reduction. • Clarify size of housekeeping pad. Reduce size of equipment yard due to utility right of way. A -101 • Revised floor plan per Owner Directed Scope Reduction to eliminate all finishes north of the line defined by column line G6 to H6 to H5 to J5. • Updated graphic and note for existing concrete wall from grid line G1 to G3. • Add drinking fountain adjacent to toilet rooms as required by City of Tukwila. • Revise partition at PTT Room as requested by Global One in 1 -5 -01 meeting in Tukwila. • Eliminate cut -out in existing exterior concrete wall for new doors (165B3) on south side of building. Retain existing roll -up door on south side and revise layout of door to coordinate with existing roll -up door. SOM /SF Global One - Seattle • Revise Equipment Screen to CMU Bulletin No.4 March 15,2001 B. Drawings (Cont.) SHEET DESCRIPTION OF CHANGE A -101 • Revise size of PTT Room • Added 2nd exit from Electrical Room • Revised size of exterior overhead door at Electrical Room per field dimensions A -301 • DETAILS: Add interior wood ramp to access floor elevation change in areas where interior construction is deleted due to scope reduction. • Detail 1: Add drinking fountain adjacent to toilet room as required by City of Tukwila. A -401 • Reduce extent of acoustical Tile due to Owner Directed Scope Revision. • Revise layout of interior partition adjacent to overhead door on south side of building. A -501 A -701 • Added partition type 12 for wall which delineates scope reduction. A -702 • Revised detail 17 to include insulation above ceiling in lieu of deck as requested by Sabey. SOM/S1' 3 Global One - Seattle • Revised size of exterior overhead door at Electrical Room per field dimensions • Revise elevations (detail 1,2 & 3) to eliminate plaster infill and retain existing overhead doors. • Reduce extent of elevated concrete walkway due to Owner Directed Scope Reduction. Bulletin No.4 March 15,2001 w o Lu lc ' 44 Z z o Ill Ili ' :0 H - 111 V` IL 0 U z February 11, 2002 Mr, David W. Dickinson Project Engineer Sabey Construction 12201 Tukwila International BI Tukwila, WA 98168 RE: Request for Extension — Permit No. D2000 -357 Global One 3311 S 120th Pl Dear Mr. Dickinson: This letter is in response to your written request for an extension to Permit No. D2000 -357. The City of Tukwila Building Division will be extending your permit to August 17, 2002. Please be.advised that this will be the only extension granted for this project: . If you should have any questions, please contact our office at (206) 433 -3670. Bob Benedicto Building Official BB/ks File: 4Petmit;No.7 D2000 -357F City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 ..viw.x.. IL∎11i.11.“:44:aeullt:.i:i:i 1uw..:k..11.1 LLe:l.ays1:uFa ,1;tKC.a+ut c.� r 0 0 ;co o' 9 co LL. i O; u. w W 2 at 'O u uJ W z{ w DATE: APPLICANT: RE: ADDRESS: NOTE: C of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS November 14, 2000 GlobalOne GlobalOne Telecom Facility (D2000 -357) Tenant Improvement 3311 South 120th Place We have the following Planning Division comments regarding your November 13, 2000 submittal. If you have any questions regarding these comments, please contact Deborah Ritter at 206 -431 -3663. Your application submission has been determined to be complete. However, please be advised that the following will be required at the time you submit your application for a mechanical permit: a. A noise study prepared by a licensed acoustical engineer demonstrating that all HVAC and mechanical equipment, as well as all "gen packs" will meet Tukwila's noise ordinance. This study should include the following: • a description of all equipment (HVAC, mechanical and "gen packs ") • the individual and cumulative noise levels created by this equipment • any noise mitigation necessary to meet the requirements of Tukwila's Noise Ordinance (TMC 8.22) (attached) • noise barrier analysis and specifications b. A generator testing schedule that specifically addresses the number of generators to be tested simultaneously as well as the hours of the tests and their duration. Tukwila's Noise Ordinance applies to all HVAC and mechanical equipment as well as generator packs. Your project is located in an industrial area. You may not exceed the sound level limits identified in TMC 8.22.040 for the receiving areas for your project area. It does not appear that any on -site fuel tanks are proposed in connection with this project. As a result, SEPA will not be required. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 :ri.ss+ , J1rr is . w1:gm.i UA.®uAAvSt2i stsu1i:17;,�i • o O - N 0 w W ; w0 u. 1- ILI J z � 1 0 z1 w U o O N 0 1- w w u. 0 .z w { 01-" City of Tukwila . Public Works Department Review Comments FILE: D2000 -357 APPLICANT: Global One DATE: 11/15/00 PLAN REVIEWER: Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. 1. Provide earthwork out/fill volume on the plan sheet. 2. Provide drawings showing existing underground utilities. 3. What happens to storm water drainage in the area of generator yard? 4. Provide details for erosion control during the installation of the generator yard. 5. Provide drawing showing where the sewer and water lines will connect with the existing under ground utilities. 6. A separate permit will be required for the installation of the diesel generator and the underground portion of the fire protection system. 7. Please complete the attached Non - Residential Sewer Use Certification and return it to the City of Tukwila. 8. The engineer of record needs to sign seal on plan sheets. (Global One) il h . U ) S w o LL =u U) d = , 1—. O Z Ill ILI 0: o = till H V, 0 tu CO. SABEY CORPORATION January 31, 2002 Duane Griffin Building Official Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit D2000 -357 Tenant Improvements for Global One, located at 3311 South 120 Place Suite #150 Tukwila, WA 98168 Dear Duane, Sincerely, SABEY CONSTRUCTION David W. Dickinson Project Engineer, Sabey Construction cc: Tim Wilson, Dean Sabey, File We are in receipt of the letter from your department dated January 8, 2002, regarding the status of the above referenced permit. We understand that this permit will be closed if we do not call for a progress inspection by 2/17/02. We request that this permit be extended for 180 days. The electrical transfer switch arrived at the jobsite without the proper UL certification. The work associated with achieving the UL certification will be executed during the month of February. The final electrical inspection must take place prior to the final building inspection. We hope you will find this time extension to be acceptable. We understand that there will be no option to extend the permit beyond this additional period. Thank you for your cooperation in this matter. CITY OF RECEIVED JAN 3 1 2002 PERMIT CENTER REAL ESTATE DEVELOPMENT Sabey Corporation 206/281 -8700 main line CONSTRUCTION SERVICES 12201 Tukwila International Blvd., 4th Floor 206/282 -9951 fax line VENTURE FUNDING Seattle,INashington 98168 -5121 www.sabey.com January 8, 2002 John Hughes 12201 Tukwila International Blvd, 4th Floor Tukwila, WA 98168 RE: Permit Application No. D2000 -357 3311 South 120th Place Dear Permit Holder: PSSUMERMENMESSEThreseetsosestade City of Tukwila Department of Community Development Steve Lancaster, Director 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: • 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 February 17, 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, 'fit -Goc� Stefania Spencer Permit Technician Xc: Permit File No. D2000 -357 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206 - 431.3665 Steven M. Mullet, Mayor nexontsetMOISMSEMS '— W > tY 2 J U' VO' rn o W=, Wo gQ co ( 3 1 Z (. I-- 0 Z U C) 0 co 0 F_ W I- V O Z i ~ O Z Revision 1 Date No. Received Staff I Initials Date Issued Staff ..: Initials I I Summary of Revision: Summary of Revision: • • t Received By: Revision No. I Date . Received I Staff Initials I Date Issued I Staff Initials 7 Summary of Revision: • Received By: Revision No. Date Received Staff Initials I Date Issued Staff I Initials 7 Summary of Revision: Received By: inia,ea n....t4. PROJECT NAME: C o LO (bA ()ME . PERMIT NO:. bl 000. - S ) Site Address: 3311 S 12 0 •PL- -- Original Issue Date: 3' Revision' No. Date Received 3-16-01 Summary of Revision: S REVISION LOG Staff Initials Date Issued L 1 04,,0.441.0 9 : etr .,).. L & 6/4. £a:„4 SLA. Received By: Gci n �� ► o � (please print) 'Staff Initials (please print? ' Revision No. ' ' Date Received I Staff I Initials Date Issued' Staff Initials Summary of Revision: i Received By: (please print) PERMIT CQp PLAN REVIEV��ITING SLIP ACTIVITY NUMBER: D2000 -357 PROJECT NAME: GLOBAL ONE SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Correction Letter # DATE: 2 -14 -01 SUITE NO: Response to Incomplete Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: B il ing Division IX 31 Ni Public Wor s L-A lm 2 -L DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: -- g Incomplete TUES /THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIAJS: ,rcrn ! l 1/1n.A u xxomcoor Yr1 l�- Fire Prevention ►1,A. 2-(5-01 Structural Approved with Conditions i► CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: CV Plannin Division Kix 2 -tS-al Permit Coordinator No further Review Required .urn, .+15. 4. DUE DATE: 2- 15-2001 Not Applicable n DATE: DUE DATE 3-15-2001 Not Approved (attach comments) Fibt DAT DUE DATE Not Approved (attach comments) DATE: z 6 C 0 CO 0 co w . J CO U_ w LL = d .: F w z �' 0 ; z H LL/ uj U �! 0 N o w' O • Z U N 0 z ACTIVITY NUMBER: D2000 -357 DATE: 12 -29 -2000 PROJECT NAME: GLOBAL ONE SITE ADDRESS: 3311 S 120 PL SUITE NO 150 Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # ' Revision # After Permit Is Issued DEPARTMENTS: g ing D Building Division 1t,uG 1-1,44/ Public Works YUP['i 41.L TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) WIUt4 i1l.00c PLA PERMIT EVIE SLIP Fire Prevention Structural Planning Division n Permit Coordinator No further Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-2-2000 Complete P1 Incomplete n Not Applicable Comments: u DATE: DUE DATE 1-30-2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: U O N O + : CD =' H = N v_ w O gQ N d I- al Z = 1 o' zI- LL! tu U0 O co, w w' V i .. Z Z Complete WKKOUILDOC vri PERMIT COORD LOp PLAN REVIEW /ROUING SLIP ACTIVITY NUMBER: D2000 -357 PROJECT NAME: GLOBAL ONE SITE ADDRESS: 3311 S 120 PL DATE: 11 -13 -2000 SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: n � Building Division ® 5-(z- Fire Prevention IR:J Plannin7D�vision mac-- ll - 1/ 0. ou - ll P b'c Works_ X Structural Permit Coordinator DIN rittfE'r) II -tc-co DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Comments: No further Review Required DUE DATE: 11 -14 -2000 Not Applicable n n DATE: DUE DATE 12- 1 2-2000 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: ATE: 0,nwt f fiv, I [2 - ( C O R R E C T I O N DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: tdit z w 00 � , w w J � w( w a ; 0 ui z �.; Z U fn 0� 0 I- w • O w z : - 2 ! 0 ~: z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 46416,eues Project Name: GLOBAL ONE City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued Received at the City of Tukwila Permit Center by: r Entered in Sierra on 3 ((o -01 Plan Check/Permit Number: D2000-357 Project Address: 3311 South 120 Place Contact Person: John Hughes Phone Number: Summary of Revision: extinct: 14 'S ,u Of eIIva# • kleurea eiab'r Kew4c Iij, 4 41 i4zi I d ammo f all/"! 4fria. Z i4rtii : 12111r& "iiit mirror IIr, buditovf CITY o F RECEIVED MAR 1 r, 7 LJ I PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 6U, 03/07/01 z ui 6 J0 0 to 0 CO w : CO Cl- uJ O u_¢ co a uj Z � Z 0 ` W uj 0 0 ! 0 — w uj • 0 ▪ z pi—co O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C3) I y ( o \ Plan Check/Permit Number: 1) cDoo0- 3S 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # I after Permit is Issued Project Name: (-, \ tl L C')r ' . Project Address: 7d Contact Person:. H N }-I ii ,H'85 Summary of Revision: .P(A. (Ave-fort Received at the City of Tukwila Permit Center by: (8 Entered in Sierra on d � t `1 vI A -Goo, A -ool , II - 62. A -bo z 11-063, -1b2 )S heetN u be - 16S 51,1-SZ.I, 52.z,S3.I, S z. 3 /4 "Cloud" or highlight all areas of revision including date of revision — TA. kw ! la. (1J - g R I u 8 Phone Number: 2069- Z S1-UZbb scop CITY OF WI! i A -r o4, A -301, A- -4oi, A So 1, A (01, 4 ooi o1 )4 102-, PA 1 /400), M 261 ; /4Z6Z 1 14Zp3,{'1Zby F66 fat - F 1 F163 5 is I, E 1 EIOZ,Cloy )64 E201 6Zoz 6263 62 08/30/00 ■ CVH ..�pes.L+ast . Yes•. iW" I- n,. ui 2 0O u) C:1 W W N w O !I d ' W Z Z 1U Lu V O ; O N UJ H - . LL 0 . W O N Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C2-- `2-°d 4.7 0 Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: CO ;AC_ ort Project Address: Contact Person: [ Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 331( sou 14- I Zct-'` FL t;(. IULwce -A- 1 7 0/&B o64.4 1 t v L 6E Phone Number: 2 - 0 c0 730 (o5 7? Summary of Revision: Rev' LS toNL ,t/r�2e P �= 74TeP t 2-- -- 00 4 REL t s L s .t +pe F 1 ( -tc wcekk Rap 44 g_GVECatAl coM/LC 3 - Cri PA- i 1 5 -00 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1Z .z I "`o Plan Check/Permit Number: D", ?S' 7 TV t,) tc.,4 a v - DGi' 6 P, c s, o..s gg ez4) RECEIVED ".ITV OF TUKWILA DEC 282000 PERMIT CENTER 08/30/00 JU t) (n o W I W IL w 0 g H W _ . z1- Z 0 ! ; D Di CO 0 - i o = v IL • z Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 y Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, wall or stall 5 5 Water closet, tank 5 3 11, /D Water closet, flush valve 10 6 Non -I sidential Sewer Use Certi " ration (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Ci Owner's Name .5,16E,‘.1 Q � CAT itt) Property Tax ID # 10 230 (Last, First, Middle Initial) Property Legal Addr ss: Building Name (if applicable) Subdivision Name . tee At1rv. -t .z Lot # 'L' Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: Property Street Address 331 1 S OA P1Rc.6 .° 150 City, State, Zip ILNe- WI1.44 W* tS i b$ Owner's Phone Number (24 ( ) Z8 I. •7-0o Owner's Mailing Address (if different from above) 514n61 ea ot4 "lo 1Z2Ot `TulcWtla lA teta)arIouri. 1511 D +=at)tn, FlOoL SW:1111 e s - S rz.f A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total No. of Fixture Units _ 20 1058 (Rev. 2/00) Total Fixture Units 4 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE /. / RCE White - King County 1 ZZbf fUk WitA & I! 1-'0 ern F LA, e_ Seem WAN w 9— 5t 517..1 or Property Contact Phone # r ZOO ) Z81 - 47.4 D City or Sewer District Date of Connection 2 G Side Sewer Permit # Vi:_ C ,-y - � 1 Demolition of pre- existing building? ❑ Yes CA,No Demolition Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE Yellow - Local Sewer Agency Pink - Sewer Customer RCE RECEIVED CITY OF TUKWILA DEC 2 8 2000 PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of 0 Representative — Print Name of Owne Representative Date //. 13'00 , w , :. .•. :. :. `.aLil $AsM!ixNn1Y B+.A•»s x.' �L' aaL: vd{ S, eitm' W3; xL` isq ,itila33G7:9n'L.ri4a,�fi:'•;' 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 Name Address Address City State Zip Phone Number Effective Date Expiration Date Registration Status Type Entity Specialty Code Other Specialties UBI Number SABEYCI033KM SABEY CONSTRUCTION INC 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 981685121 2062814200 5/14/97 12/31/01 ACTIVE CONSTRUCTION CONTRACTOR CORPORATION GENERAL 601532164 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *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 Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF ?License= SABEY CI033KM 1/26/01 o: w: V O : cn w w O' 2 g J;? Q ; d 1- us z � E ° w w gyp I S O = V ' - 0 ` w I O F'' Z FPSP FH IE =1260 5' TALL POWFR _ TRANSFRRMERS - - GUARD SHAG 6 CLEANOUT iuG LF -12 SD -2ooz S= 20.50X: C RB RAMP _P(U I CB IM =15.39 4"CMP C E =7.59 5 "CMP C W =9A9 4 "CMP IE S_7.19 EX CB RIM ='5.27 12-ITT1E - 9,1. 92 CONTAINER` STORAGE EX CB, TYPE RIM- IE= 6.55- 24'E.W (EX' CB � / FLAMMABLE MATERIALS / IN SHED 429 -9' x BUILDII 2 3311 S. 1120TH PL. 107,489 ; S. F. x S 120TH STREET GLOBAL ONE BLDG NO. 2, LOT 2 (E) FFE =17.50 NEW FFE =19.50 R1M;15.11 15',MP IE SF =I 14 QUAD -L. DUCTS IE =11.20 x 6 "SS CLEANOUTI IE =14.00 5.471/ -'C (', DI LC CL C�M-> G Na ' j }} r' "SS CLEANWT `Racy 72rH - [,e ,s'eW+ - EQUIPMENT YARD ADDITION SEE ARCHITECTURAL PLAN SHEET A -003 CB 1 TYPE 1 GRA1E =16.30 IE= 11.30- 12"OUT CB 2 TYPE 248 "0 GRA1E =15.48 IE= 5.90 -24 "OUT EX IE= 11.18 -12 "IN (N 96 LF - TRENCH DRAIN TOP ELEV =16.40 A PORTION OF THE SW 1/4, SECTION 10, T. 23 N., R. 4 E., W.M. EX 24 ° 50 FPSP' - SIGN ...._ Ex ss KIM= i .c. SIDEWALK IE :Y = -C.03 6" EXTRUDED CURB / CE S=0.51 6 "cE E =0.E6 .TSSMH_ _ /,. 1.4.17 14 -4" CONDUITS EX RIM-15.41 12'C4P tE W =ii.r5 5 "CMP IE S =12, CONNECT TO EX 8"55 EX CB ,/ RIM =15.36 t2 CA4P IE SW=11 6 6" EXTRUDED CURB METAL PIMP ON PAD BUILDING 1 3411 S. 120TH PL. 98,564 S.F. NEW FIBER OPTIC VAULT TI I i� I Cam / p,' 1 / CB a NORTH 0 10 20 40 GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. FOR SITE DIMENSIONS SEE ARCHITECTURAL PROJECT SITE PLAN SHEET A -004. 3. LOCATION OF EXISTING UTILITIES AS SHOWN .ARE BASED. ON AVAILABLE RECORD DRAWINGS AND ARE APPROXIMATE IN TYPE AND LOCATION. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, PHONE 1 -800- 424 - 5555 48 HOURS PRIOR TO ANY CONSTRUCTION. IF ANY CONFUCTS BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION ARE FOUND. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS ON SITE CONSTRUCTION MANAGER FOR DIRECTION. 4. STORM DRAINAGE PIPE SHALL BE ADS N -12. 5. COORDINATE NEW PILES WITH UNDERGROUND UTILITIES. SANITARY SEWER NOTES 1. ALL SANITARY SEWER WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH VAL -VUE SEWER DISTRICT STANDARDS. 2. FOR SITE DIMENSIONS SEE ARCHITECTURAL PROJECT SITE PLAN SHEET A -004. 3. LOCATION OF EXISTING UTILITIES AS SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ARE APPROXIMATE IN TYPE AND LOCATION. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, PHONE 1 -80D- 424 - 5555 48 HOURS PRIOR TO ANY CONSTRUCTION. IF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION ARE FOUND. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS ON SITE CONSTRUCTION MANAGER FOR DIRECTION. 4. SANITARY SEWER PIPE SHALL BE PVC PIPE CLASS SDR 35 AND BE MANUFACTURED IN ACCORDANCE WITH ASTM D3034. THE PIPE AND FITTINGS SHALL BE FURNISHED WITH BELL AND SPIGOTS WHICH ARE INTEGRAL WITH THE PIPE WALL PIPE JOINTS SHALL USE FLEXIBLE ELASTOMERIC GASKETS CONFORMING TO ASTM 53212. EARTHWORK QUANTITIES EXCAVATION = 130 CY EMBANKMENT = 40 CY lam .3S These plans have been reviewed by the Public Works Department for conformance with CU1T2nt City standards. Acceptance is 1<15)1.5 t0 errors and omissions which do not aut5Ori /c Ciolations of adopted standards or ordinances. The responsibility for the adeg «DC' of the design rests totally with the designer. Additions, deletions or revisions to toe ARAUIUgs after this Inc vtill void this acceptMOCf and will requite a ref ubt:utai of revised,dtawingf for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: I By: (12- I - cm z z a coo • o • ` CC la 0 O J M lg W / 1 / 9 ARCHITECTURAL/MATERIAL LEGEND LEGEND DOOR TYPE SEE DOOR AND FRAME SCHEDULE ON A-704 _ I 100 OFFICE CPT -1 . 4 JB 1 GNB /FI P -1 H r i L J ECi J I ROOM ;AME/ !ND ATOR RCOM UMBER .r!At D.S Yi''_L EV F:G DEAD ;OhS r ;. WJ • • • • • • • • • • • • • • '• • e • •' � 0 ® ® ® e 4 e • • • • • • • • • • • • • • • • • • • • • • CO,JORERE BLOCK INDICATES ODE I ELEVATION OF N;L.HE . 4 OR ORN IN BELL EBOTERIAL LEGEND °DIDL /C!it RR'i TILE K -'-H D ODT TILE ACOUSTIC COILING TILE nt C U000 A BOORS STRuCD RUL STEEL � •LUPII ^ii' "A R SHED YWnOD S�/�I i ce 1 B OLD SE a L nus INSULET!GN RIGID IITSUILA LION France Telecom 3311 South 120th Place Tukwila, WA 98168 PROJECT DIRECTORY Total Site Solutions. Planners, Designers, Constructors of Mission Critical Environments 6251 AMMENDALE ROAD BELTSVILLE, MD 20705 1.888.780.S ITE SOM Skidmore,Owings & Merrill LLP ONE FRONT STREET, SAN FRANC SCO, CALIFORNIA 94111 415 -981 -1555, Fax 415- 398 -3214, www.som.com II I ENGINEERING, P. . 6251 AMMENDALE ROAD eELT5Y1 MO 20]05 2A0 -]3] -]200 BULLETIN #4 03.15.01 PROJECT LOCATION MAP REVISION NO I CORRECTION LTR# L DRAWING LIST ARCHITECTURAL COVER SHEET A -000 GENERAL NOTES. BUILDING DATA ABBREVIATIONS & EQUIPMENT MOUNDING A -001 USE /OCCUPANCY & EXITING DIAGRAM A -002 SITE PLAN A -003 ENLARGED SITE PLAN DETAILS A -101 FLOOR PLAN A -301 ENLARGE) PLANS A -401 REFLECTED CENNG PLAN A -501 BUILDING ELEVATIONS & SECTIONS A -501 INTERIOR ELEVATIONS A -701 PART5ON TYPES A -702 CEILING DETAILS A -703 INTERIOR DETAILS A -704 DOOR SCHEDULE & DOOR AND WINDOW DETAILS STRUCTURAL 51.1 GENERAL NOTES S2.1 GROUND FLOOR FRAMING PLAN S2.2 ROOF LEVEL FRAMING PLAN S3.1 PARTIAL PLANS & DETAILS S2.3 PARTIAL PLANS & DETAILS MECHANICAL M -001 NOTES. LEGENDS AND ABBREVIATIONS M -101 MECHANICAL DUCT PLAN M -102 MECHANICAL PIPING PLAN M -103 SLTE PLAN M -201 DETAILS AND RISER SCHEMATICS M -202 MECHANICAL DETAILS M -203 MECHANICAL DETAILS M -204 MECHANICAL SCHEDULES FIRE PROTECTION F -001 NOTES, LEGENDS AND ABBREVIATIONS F -101 FIRE PROTECTION PLAN F -102 ORE ALARM PLAN F -103 FIRE ALARM AND ORE PROTECTION SCHEMATICS ELECTRICAL E -001 NOTES, LEGENDS AND ABBREVIATIONS E -101 LIGHTING PLAN E -102 POWER PLAN 0 -103 PARTIAL SITE PLAN ELECTRICAL E -104 PARTIAL PLANS E -201 SINGLE LINE SCHEMATICS E -202 EPO SCHEMATIC E -203 GROUNDING SCHEMATIC E -204 ELECTRICAL PANELS { PROJECT AREA nd ao• he violation of any code or or finance. Receipt a con- copy of ap roved plans acKnovdeos No. Dote Issue 1 09/15/00 50% CHECK SET 2 09/29/00 INITIAL PERMIT 3 10/09/00 BUILDING PERMIT SUBMITTAL 4 10/20/00 BUILDING PERMIT SUBMITTAL 5 12/03/00 ISSUED FOR`CONSTRUCT10, 6 12/20/00 BUILDING PERMIT 7 01 /25/0 BULLETIN Al 8 01/09/01 GENERATOR PERMIT 9 01/24/01 BULLETIN AS 10 03/07/01 BULLETIN I 3 11 03/15/01 BULLETIN 44 (,OVER ARCHITECTURAL ABBREVIATIONS GENERAL NOTES NOMENCLATURE ABBREVIATION NOMENCLATURE ABBREVIATION NOMENCLATURE ABBREVIATION �^ Q "hi O° O Y wo ° z Hi! L EI � , a S � � 3 L�. y H�� � N •ii N C (q� yy ?? 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V - � LO �§ 1 P,PA P ,.5 0 3 Ev M La i ' H 9 d A F PAINT PT ABOVE ABV FIRE STANDPIPE FSP PAINT CODE TYPES PC ABOVE CONCRETE SLAB ACS FIREPROOFING FPRF PAINED PTD ABOVE FINISHED FLOOR AFF FIRE RATED ASSEMBLY (DOORS) F.P.S.C. (_HR.) P�JEL PNL ACCESS FLOOR AF FIXTURE FIX PARTITION ACOUSTIC /ACOUSTICAL ACOUS. /ACOUST. FLASHING FL PERFORATED PTN ACOUSTIC PANEL CEILING TILE ACT /AC FLOOR FL/FLR PLASTER PERF ADJUSTABLE ADJ FLOOR DRAIN PD PLASTER FINISH AIR CONDITIONING AC FLOOR SEALER FS PA ALUMINUM ALUM /AL FLUORESCENT FLUOR PLASTIC LAMINATE P LAM APPROXIMATE APPROX FOOT /FEET FT PLATE PL ARCHITECTURAL ARCH FOOTING FIG PLUMBING PLMB AT B FOUNDATION EON PLYWOOD PLYWD AUTOMATIC AUTO PRECAST CONCRETE FINISHED PF AVERAGE AVG G POINT PT POLISHED POL B GLASS GL POLYMER SYNTHETIC STONE PS BEAM BM GRADE GR POUNDS PER SQUARE FOOT PSF GROUND BETWEEN DRY GYPSUM PLASTER TEL POUNDS PER SQUARE INCH PSI BLOCKING BLKG GYPSUM WALLBOARD GWB /GW PREFABRICATED PREFAB BOARD BD PRESERVATIVE TREATED WOOD PPND BOTTOM OF BO H O BRASS BS HARDWARE HDW QUANTITY BRONZE OR HARDWOOD HDWD BUMPER GUARDS RG HANDRAIL HNDRL R HEATING, VENTILATING AND AIR - CONDITIONING WAG RANGE HEATER UNIT C HEAVY DUTY HD REFLECTED REFRIGERATOR REF CARPETING CP HEIGHT HT REINFORCED REINF CLEANOUT ACCESS DOOR CAD HOLLOW CORE HC REQUIRED REQD COLD FORMED METAL FRAMING CFMF HOLLOW METAL RM RESILIENT HOSE CORK JOINT FILLER, RESILIENT, NON - EXTRUDING CJFRN HOLLOW METAL DOOR HMO RESILIENT FLOORING CEILING CLG HORIZONTAL HORIZ RESIN MATRIX CENTER COB HOSE BIB HB RETURN CENTERLINE /CLOSET CL HOT 8c COLD WATER H&CW RETURN AIR RA CERAMIC TILE CT I REVISED /REVERSE REV COLUMN COL ROOF DRAIN CONCRETE CONC INCH /INCHES IN ROOM CONCRETE MASONRY UNIT COO INTERORTION INFO INTERIOR jr,,,,,, ROUGH OPENING RO CONFERENCE CONE INTERCOMMUNICA710N INTERCOM S CONSTRUCTION CONST INSIDE DIAMETER SANITARY SAN CONTINUOUS COM INSULATION INSUL CONTRACTOR CONSR SCHEDULE /SCHEDULED SCHED SCUPPER CONTROL JOINT Cl J SEALANTS COORCOORDINATE COOK JANITOR'S CLOSET JC SEWAGE WRCE EJECTOR SEJEC CENTER C JOINT JT SECTION SECT COLD WATER CW SIDEWALK CONTROL JOINT SIDEWALK EXPANSION JOINT SEJ D K S MIIAR SIM DEPARTMENT DEPT SOUND TRANSMISSION CLASS STC DEPTH D KICKPLATE KP SPECIFICATION SPEC DETAIL DET KNOCKDOWN KD SPLASHBACK SPLB DIAMETER DIA KNOCKOUT KO SQUARE FOOT DIAGONAL DIAS STAINLESS STEEL DIFFUSER DIFF STANDARD STD DIMENSION DIM L STANDPIPE SP DOOR OPENING DO LAMINATED TAM STONE TYPE ST DOWN ON LAVATORY LAV STORAGE STOR DRAWING ORG LEACER LD STEEL LIGHT LT STRUCTURAL /STRUCTURE STR LIGHTING LTG STUDDED RUBBER SR SUSPENDED /SUSPENSION SUSP E SURGE SUPPRESSER ELECTRICAL PANEL SSEP ELECTRIC /ELECTRICAL ELEC M ELECTRICAL WATER COOLER EWC T ELEVATION +EL MAINTAIN /MAINTENANCE M TEMPERED GLASS ELEVATOR ELEV MANUFACTURER MFG FG TELEPHONE MASONRY MSNRY THICKNESS EMERGENCY CUT -OFF STATION EFS MASONRY OPENING MO ENCLOSURE ENCL MATERIAL MAIL TOP AND BOTTOM ENTRANCE ENTR MAXIMUM MAX TOP OF TO ENTRANCE MATT EM MECHANICAL METH TOP OF CONCRETE TOC EQUAL ED MEMBRANE MEMB TOP OF STEEL TOS EXISTING (E) METAL MIL TRAFFIC DECK COATING TD EXPANSION JOINTS EJ METAL BASE MB EXPOSED EXP METAL PANEL TYPES MP EXTERIOR EXT MILLWORK MLWK U MINIMUM MIN MISCELLANEOUS MIST UNFINISHED UNFIN MOLDING MLOG UNLESS NOTED OTHERWISE UNO F MOUNTED MTD UTILITY UTIL FABRIC FR MULLION MUL FABRIC PANEL FP V FACE OF F VENEER FIBERGLASS REINFORCED CONCRETE FC N VERIFY IN FIELD VIF FIBERGLASS REINFORCED GYPSUM FG NOMINAL NOM VERTICAL VERT FILLERS Fl NOT IN CONTRACT NIC VESTIBULE VEST FINISH FIN NOT TO SCALE NTS VINYL FLOORING VF FIRE ALARM FA NUMBER NO VINYL REDUCER STRIP VRS FIRE DEPARTMENT CONNECTION FOC VINYL TILE VT FIRE EXTINGUISHER FE D VINYL WALL COVERING VWC ARE EXTINGUISHER CABINET (RECESSED) FEC(R) W FIRE EXTINGUISHER CABINET (SURFACE MTD.) FEC(S) ON CENTER OC FIRE HOSE CABINET (RECESSED) FHC(R) OPENING OPNG /MPG WEATHERPROOFING OPPOSITE WP FIRE HOSE CABINET (SURFACE MTD_) FHC(S) OPPOSITE HAND OH WATERPROOFING WPFG FIRE HOSE CABINET W /FIRE EXTING.(RECESSED) FHC /E(R) OUTSIDE DIAMETER OD WEATHERSTRIP WSP FIRE HOSE CABINET W /FIRE EXING.(S.M.) FHC /E(S) OUTSIDE FACE OF WINDOW TREATMENT WT FIRE HOSE RACK CABINET (RECESSED) FHRC(R) OVEN OV WOO FIRE HOSE RACK CABINET (S.M.) FHRC(S) WWOOD DUT FIRE HOSE RACK CAB. W /FIRE EXTING. (REC.) FHRC /E(R) WOOD BASE FIRE HOSE RACK CAB. W /FIRE EXTING. (SM.) FHRC /E(S) WOOD DOOR WD DR WOOD VENEERS WS SEALANT NOMENCLATURE ABBREVIATION BUILDING INFORMATION • CONSTRUCTION TYPE: TYPE III - N • DOMINANT OCCUPANCY GROUP: GROUP 0 • • ADDITIONAL OCCUPANCY GROUP: N/A • FIRE RATINGS - VERTICAL ERRS, EXIT PASSAGEWAYS, SHAFTS N/A - COLUMN. GLIDERS, TRUSSES AND FRAMING NON- PROTECTED -ROOF CONSTRUCTION THAN 25 FT. TO LOWEST MEMBER 0 HOURS (SPRINKLER PR07EC710N) • FLOOR CONSTRUCTION - INCLUDING BEAMS N/A (SLAB -ON- GRADE) • DUILDING CODES BUILDING: UBC- '97 UDC- '97 NEC- '96 UPC- '97 UM- '97 STATE /WASHINGTON CODE - DISABILITY CODE CODE COMPLIANCE NOTES 1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE 32" CLEAR AND MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48" NOMINAL (CLEAR DOOR WIDTH 45" MINIMUM) 2. MAXIMUM TRAVEL DISTANCE WITH FULLY SPRINKLERED BUILDING FOR USE GROUP IS 250 FEET. 3 PEAK OCCUPANCY 10 PEOPLE TOTAL (PER CLIENT) 01 FOR OCCUPANCY A S G TO -0 ND OCCUPANCY CALCULATIONS i. TOTAL 2- THE NUMBER LISTED C. 01 2)2006 BUILDING POPULATION IS CALCULATED BY USING ACTUAL SPACES - RE: A -001 OF OCCUPANTS COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT BELOW: D BUSINESS (B) - 100 GROSS SQUARE FEET PER PERSON r m STORAGE AND - 300 GROSS SQUARE FEET PER PERSON METH- EQUIP. ROOMS (S -2) L ' r., F' t R � . WM ( TWO -PART POLYURETHANE MODIFIED SEALANT 2PUMS TWO -PART POLYURETHANE SEALANT 2PUS STRUCTURAL SILICONE GLAZING SSG ONE -PART SILICONE RUBBER SEALANT 1SRS ACRYLIC LATEX SEALANT ALS SANITARY SILICONE SEALANT SSS EXPANDED POLYURETHANE EPEJF EXPANSION JOINT FILLER CORK JOINT FILLER, RESILIENT, NON- EXTRUDING CJFRN TYPICAL FIXTURE /HARDWARE MOUNTING HEIGHTS " fu,l 1HEnog �M*n 1 Tswi *r oi!euCS - ' 14 - .. GB c I'- ��III�I�Ipypl 2 o 44- auRET GP OU'LE - NOTE THAT THE ABOVE MOUNTING HEIGHTS ARE TYPICAL ONLY AND THAT DETAILS MAY SHOW VARIATIONS FOR SPECIFIC CONDITIONS. SCALE: DATE: Total Site Solutions sCmprACcompesr Experts in ItEssion-Ccit EavaaffiellIs for Mare Than 30 Years BELTSVILLE, MO 26705 1- 9e8.780SITE PROJECT TEAM SOLI Skidmore Owings W N L UP ONE FRONT STREET SAN FRANCISCO, CA 94111 I ENGINEERING, P. C. 6251 AMMENDALEROAD BELTSVILLE, MD 20705 240 - 737 -7200 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200303 REVISIONS MAY 15 2002 50% CHECK SET (09/15/00) INTIAL PERMIT (0929/00) BUILDING PERMIT (10/09!00) BUILDING PERMIT 0920/00) BUILDING PERMIT 12.20.00 BULLETIN #2 01.24.01 PRELIMINARY SET 0212/01 As Noted 01 -24 -01 ISSUED FOR CONSTRUCTION (12/00/00) 4 BULLETIN #403.15.01 GENERAL NOTES, BUILDING DATA A EQUIPMENT MOUNT G LETTER A 00 PEWITC LA EXISTG. ENCLOSURE t sWIrCH= " t OWNER FIRE VALVE II EQUIPT (NOT OCCUPIED) T Occupancy Load Calculations PROGRAM USE /OCCUPANCY (Sq. Ft.) SQUARE FOOTAGE TOTAL LOAD Men's Toilet Women's Toilet Administration Classification Room Battery Electrical Web Hosting/ Co- location Switch Not Included in Area Not Included in Area Business 1:100 Equipment 1:300 Mech. Equip't. 1:300 Mech. Equip't. 1:300 Mech. Equip't. 1:300 Mech. Equip't. 1:300 1,031 100 790 1,960 5,980 6,892 0 10 1 3 7 20 22 63 Occupants 16 LEGEND NUMBER OF OCCUPANTS AT DOOR(S) 1 HR. RATED PARTITION E �— PATH OF TRAVEL OCCUPANCY & EXITING DIAGRAM 3/32 - 1' - 0 NOTE: Total gross sq. ftg. = 23,607 per Sabey Construction Inc. Total Site Solutions sGm�p/rcm�m Experts 1011 rssion- Critical Eartrimorneras for More Than 30 Years erss AwmmRLE aCti. HBSSVLLf-E. Fits 20705 ssaazaasrTE PROJECT TEAM SOM Sfadmor, ,Owings &M®B LI.? ONE FRONT STREET SANERANCISCO, CA 94I1I A.u,irne / I ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSVILLE, MD20705 240 -737 -7200 "CITYOFTOI(WI1A A-C)Orl SCALE: 1/8' = 1' -0' DATE: 01 -24 -01 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200303 REVISIONS 50% CHECK SET (09115/00) INMAL PERMIT (0929/00) BUILDING PERMIT (10/09/00) BUILDING PERMIT (10200)0) ISSUED FOR CONSTRUCTION (12/030)0) BUILDING PERMIT 12.20.00 BULLETIN #2 01.24.01 1. BULLERN #4 03.15.01 USEIOCCUPANCY & EXITING DIAGRAM FOR LANDSCAPING. — CURB AND PARKING LAYOUT RE: DRAWINGS PREPARED BY SABEY. / i NEW CONC. STEPS, SIDEWALK, RAMP,- GUARDRAIL-ANDHANDRAI GLOBAL ONE / BLDG. NO. 2 , LOT 2 / 3311 S. 120TH PL (E) FFE +17.50 NEW FFE. +19.50 ADJACENT LEASE SPACE LEGEND — • — LIMIT OF WORK NO -BUILD LINE - — — — - EXISTING - TO BE REMOVED FENCE (E] PROPANE TANK NEW CONCRETE SLABW C. NEW HOUSERBEFING PADS NO -BUILD LINE PER INFO. FROM LANDLORD -THIS IS THE FIRE ACCESS LANE SITE PLAN SCALE: DATE: DRAWN BY CHECKED BY_ BUILDING PERMIT (100900) It& Total Site Solutions Evert s fa M.5sr c ar Fnvirvemenrsfor More Than 30 Years 8251 AIIQEENOR E ROMP BBLTS/I1J-E. w 31765 1.298780-SEcE PROJECT TEAM JOB NO.: REVISIONS SOM SfoAmatc,Owmgs &Mex 9I LLP ONE FRONTSTREEC SANFRANCISCO, CA 94/ el I ENGINEERING, P. C. 625E ASIMENDAFEROAD BELTSVIE.LE,MD20705 240- 737 -7200 =sc a aR srArEaFwts,+mcrau KAY 15 ala 50% CHECK SET (09/1500) INTIAL PERMIT (0929)00) BUILDING PERMIT (102000) BUILDING PERMIT 12.20.00 &BULLETIN #1 12 GENE9970R PERMIT 01.00.0i 1/16' = 1' -0' DON L ✓RG ISSUED FOR CONSTRUCTION (1203(00) , ULLERN #2 01.24.01 BULLETIN #4 03.15.01 SITE PLAN R . CITY OFTIKWILA PEW - CENTER 01 -24 -01 KB 200300 o M Ni Z i _���� _ A �� ��1" / - � t� SQ. STL." BAR GUARD- RAIL STL. BAR a. 3/4" STL. BAR PPORT \..e o —, _ �� - Ramp.dwa � .... 11111 v VERT. SUPPORT _ —= EMBED (TYP.) 62 - 6' �- - A , 0. • f - -- r 11 M / DRY COOLER 1E1_17.78 Et-17. 12 I / _ �\ -' EL. , ].B EL17.96 EL1].8T/ I ELl1� -f 12' - 0' 76' - 0 ' 17' 0" f , Stair.dwq EL.1 ].96 PP -2 E L., ].6T ELl].96/ EL1].BT EL, t ].]8 EL1].]8 / DRY COOLER DC 4 8_17.68' E1_17.88 I I I " lo ,RUN A HANDRAIL AT STAIR ELEVATION 1/2" = 1' - 0" \ \ab0 \ Site \Stair.d . 1 5 HANDRAIL AT RAMP NUB kb \kbwa \ab0 \Site \Ramp.dwg � EL. ] .48' / ( 7 Li, _2- I � I t I I 23 \ DRY COOLER EL.1]. 6B/ DC -3 E L,7.79 E1-17.78 --, m ,1 o 11 DRY COOLER ` : ::: DC, EL.1].68' f I L -/ / 12" / / � E1.17.46 21V301-1311MS `JNIl311Mfd t3 1Ya. m Stair.dwq , DRY COOLER i_1('-17 .66 EL_ t8 / ,� DC 1 �� 2 9 WALL — MOUNTED HANDRAIL ELEVATION 1/2 "= 1' -0" \ \0b0 \Site \Stair.dwg SPACE NOT USED EL 17.48 , TYP. TREAD 4 ~ ���U EMBEDDED J��D SURFACE AT TIME OF CASTING_ ED SURFACE I K 2tn % � \ -7 1/8" SO. STL BAF. (PAINTED) �� r - o 1" STL BAR STOCK TYP. ALL MEMBERS - 7 3 ✓ 4 —° 17,9 ELt� GENSEG #1 —\ ■ I - I �\ mg. °I - o' ' v LOW CROWN NUT (4 TYP.) { ®ti e� t 3/8 THICK STL PL. 20- 2 re_ T { .� 4t , '= . SIDE i tt' t . . E. . I O. E0 EO 0 EQ \f _ 2 n t R' - D" — t ,n PLAN ! f 25 - 3 /a te f - -8-0' _ .P. TREAD '' ` _ 4 „Z /l / � ANCHOR IQ ( Il'P.) SRS W/ EP EJF W/ x A., > S - ALL AROUND SOLID GROUT la IN SECI,O^. ', m.1°-3,/, ' ''''-3/8 f :V/ F ( -) e ; E IA. EMBED LvNC 0 WEDGE I WALL 3/4 n • FPU� T T 4 t /2' .mQ---------'Iy�' 1k _ 2 1/2.. a f 28 STAIR TREAD INSERT 23 ESCUTCHEON , 1 GUARDRAIL AND VERT. SUPPORT EMBED _ SPACE NOT USED EQUIPMENT YARD PLAN HORIZONTAL 16" x 76 CMU PIER BEYOND 18 )5 JAMB SECTION © LOUVER #5 0 32" O.C. TYP. GUARDRAIL ELEV. SD BLDG. ELEV. E M DE OF RAMP � CONT. HORIZ. ) CONC. CURB # 2 TIES 61 8° 0.C. E \ � � 2 #5 VERTICAL r >+ 8° 1, i �f , g ,�% r �2 i 4 WALL rJ U j FUL L GROUT EQ EQ_ �/" 12' -3 3/8" 1 30' -0" v r\ VERTICAL ® - O.C. #5 ALL C i5 WALL 1,4;6" 6" #5 3 "' 18 UPPORT 4 " CONT. HORIZ. - {k MR) , t EL 19.53 EL. 19.27 " 4 TREADS 1 1 .. 1 " EA 0 1 / �� 3 ' 3' -8" V I 1 E L. 19.27 TO. CURB I 3� r/ „- r3 47 / - I HORIZONTAL SECTION ® CMU ] i + II I EL. 1946 4 6"1.\ EL1946 * 12 I (1:12 MAX. SLOPE) , ITOCDB RAMP DOWN / I , 4 % 4 AIROLITE LOUVER #609 / / i � is, I ..m \ NN E I I . / \ NOTE: FRAME LOWER & DOOROPENINGS WITH #5 BAR AT ALL EDGES_ EXTEND BARS 1 BEYOND OPENING EDGES TYP. �- VW „O -,L) EL. 19.36 / . _ > \ \ � \ .1 9.36/ 9.4 L o N 2g 29 I L \ \ HANDRAIL 30 '-17. TREAD CONC. SLAB 7/S31 FOR THICKNESS AND REINFORCEMENT \ (SIM.) T /CONC. I It I \ ` \ SEE PLAN (E) CONC. SLAB OR ADJACENT \ EL. 19.46 EQ. ! \ EL. 19.46 \ (E) CONC. PANEL CONC.SIDEWALK \ EL. 19. 1' - 3 " 1' - 11 . CO. EQ. I 9'-6 3/4" EQ. EL. 19:46 GRADE EQ. ' � �/ (E) EL 1665 / / / / ° : \ / \ \ /\ \ /`� CONTRACTOR,, ,1A TO VERIFY t 2 - # CONT. -.1)20-e,:40 . \ \ \ \ � ∎ 1 �� 1' -0" f PIER CAP 35, 7 aF BEYOND MIN. 4 13 SECTION T "SUCH CMU WALL NOT TO SCALE 26 SIDEWALK AND RAMP AT BUILDING PLAN 1 Total Site Solutions Expects is MBNNioa- !.ritical Emil miler. for Morena,' 30 Yea. ST KE l.1U .888.78o SITE PROJECT TEAM SOM SYUdmore,Owtats &bfem'R LEP ONBIRONTSTREEr SANPRANC1SCO, CA 94144 SCALE: DATE: REVISIONS INMAL PERMIT (0929/00) BUILDING PERMIT 12.20.00 QBULLETIN #1 12.29.00 2 BULLETIN #201.24.01 L\BULLEBN #403.15.01 BUILDING PERMIT (10N9/00) As Noted 01 -24 -01 DRAWN BY DON L. /LL /RG CHECKED BY: KB JOB NO.: 200300 ISSUED FOR CONSTRUCTION (12/0500) ENLARGED SITE PLAN DETAILS RECENED CT'OFTUKWILA PERMITCENTER A -003 • A -50 .21 • 9 FINISH LEGEND Refer to sheet A -000 for Abbreviations VCTI - MNri COMPOSITION TILE VCT2 - MNri COMPOSITION TILE (CONDUCTIVE TILE) AF - ACCESS FLOOR BY TENANT S SC1 - SEALLIT PLOYURE LONCRET RESIE. IZILOW HEEN N SEALER SC2 SEAIID ON- TOXI LONCREC.LOW VTE,SEAL W SEAT CONCREER E FLOOR SUB CPT - CAR N W ARPET CTI - CERAMIC TITS wuLs P2 - PAINT OW LUSTER BY........._..._..__ P3 - EPDXY PANT BB51 RB -I VINYL BASE CTI .CERAMIC TILL ALTI - 2x0 ACOUSTICAL CEILING TILE (COLOR WHITE) ® casnm SIRUC1UE MUM M PAINT CCM. TO 6' ABOVE CEUNG. ® easmic MP. PRECAST was TO 00005 0 NEW INIFIDOt FURRING (PIN TYPE SA) AT COSMO EXTERIOR PRECAST WALLS. 0 CABLE TRAYS stows AND ATTA00.7 TO E STRUCTU 6 FRONDED BY TENANT. ® Fu B cs s E: 1EP ewe. © R M ASTER N . PANEL O7 taw. CPeR'G NK © FLOOR SI RE mammal_ CRAW _ "S 24' -6 1/2" 24' -6 1 /2' 24' -6 1/2" OFFICE CPT RB -1 G. P1 A -301 124 CT1 CT1 G. P3 24' - 6 1/2" IASSIRCABON 24' - 6 t/2" ADMUSTR.AT!ON 140 CET' 1 G. PI • CTI AT RN=7'ERE O 9 —0 18 - 14 Da IaSB r 12 I� RP- c m I C A -60 h n X m � . -� Le I 24' -6 t /2" A 24' -6 1/2 ?up ■ - NEES L 1■11110 �I t 111_�� u0 �1 I BA i Or ■..u■1. Le1 - r 2 M W!N.o■!� 1 1 f z � 1 15GA '� f =nn 70 =z _.r 1 ••U• iii.. .. d iiu u = =� TELCO ROOM SC2 NONE NONE — ;r— x —x — x— IIII1IIIIIIIIIIIII 24' -6 1/2" .00. OWNERS ECOP. 26 -9" FIRE VALVE ROOM A -701 250' -0" K E Y N O T E S G E N E R A L N O T E S 2A:10.BC RI ADLIROSTRATION (140) 40.60.BC N BAITS n D OECTRICAL N It REMVE (E) 0000 000 00000 I0e OPENING W/ uTL SRDS 12' 0.G 40 0 FA L ENO; 1 DYER O Di 5/8' GW3 EA SIDE © E DID. SLEE5TD OPENINGS I© AIR 04e 20 R f4-70 STRUCTURE RE DETAIL /A -704 14 CRAG sum OPEFSTG PER MEP DRAWINGS IS CO! METE SIDEWALK AND RAMP RE 26 /A -003 16 0 (pAW1E0) APPL® 10 FU IENGnF OF WALL PFR 19 / A -704 4 ADJACENT LEASE SPACE 17 2 -0' TO ISIDE FACE OF (E) CONCRETE WALL IB F 101 WALL TO CLEAR OVERHEAD DOOR ASSMBLY BY O -6' 19 PROWDE W STU 6 M1 DS POLYETHEIFNE SHEET TO OUTSIDE FACE ® (N) CONTROL PANEL ACCESS DOOR 1' -6' X 6' -0' 21 (E) 0008 TO REMAIN ® (E) CONCRETE DEMISING WALL W LL OF SECURITY PARRTON 132044 - 35 7 1. FOR ADRONAL GENERAL NOTES REFER TO DI DRAWNG A -000 2. REFER TO CRAVING A -001 FOR ARCHITECTURAL/ MATERIAL LECFNOS APPUCABLE TO THIS SHEET. 3. SEE ARCH. 8 STRUCTURAL DRAWNGS AND SPEORCATIONS FOR ALL FLOOR DEPRESSIONS, WALL NRRINCS, SUSPENSION SYSTEMS, ETC. TO APPLY MATERIAL FINISHES CALLED FOR IN SCHEDULE OR DETAILS 4. ALL DOOR FRAMES SHALL BE HO_OW METAL AND PAINTED WITH ALKYD ENAMEL SEMI GLOSS FIN. a EQUIPMENT SHOWN DASHED IS BY TENANT. 6. PROVIDE TRANSITION STRIPS AS REWIRED AT ALL JUNCTURES OF DISSIMILAR FLOOR FINISHES. 0 ALL RAMPS SHALL HAVE NON-41P /900 000044E5 TYPICAL B DIMENSIONS ARE TO FINISH FACE 9. WENT OF COSTING OPENINGS IN EXTERIOR WALL TO BE INFO ED ARE APPROXIMATELY TO SCALE EXACT SIZE TO BE VERIFIED BY CONTRACTOR 10. SEE SHEET A -701 FOR PARTITION TYPES 11. EXISTING WALLS HAVE FACED, R -11 INSULATION- 12. EXISTING ROOF STRUCTURE HAS FACED, R -19 INSULATION. 02 I PI FLOOR PLAN -501 Total Site Solutions a CrfeGcoqxq Experts fa M144ion- 1 Environments for More Than 30 Years 6251 AAMENEIRNE ROAD 0>3TSTAILl� Am 26705 5.6�7FaS(FE PROJECT TEAM SOM Skidmore, Owings & 5f0aID LEP ONE FRONT SEREtht SAN FRANCISCO, C.A. 94111 1 ENGINEERING, P, C. 6250 AMMENDALE ROAD BELTSVILLE, MD 20705 240 - 737 -7200 DATE: JOB NO.: DRAWN BY DON L. /RG SCALE: 1/8a = 1' -0' CHECKED BY: REVISIONS 509 CHECK SET (09/15900) INITIAL PERMIT (0929100) BUILDING PERMff (10109100) BUILDING PERMIT (1020/00) ISSUED FOR CONSTRUCTION (1210300) BUILDING PERMR 12.20.00 BULLETIN 01 01.16.01 MULLEIN, 2 01.24.01 BULLETIN 04 03.15.01 10 -17 -00 200303 FLOOR PLA CITY OF TUKWILA PERMRCEYf 0 A -101 KB L • A -50 .21 • 9 FINISH LEGEND Refer to sheet A -000 for Abbreviations VCTI - MNri COMPOSITION TILE VCT2 - MNri COMPOSITION TILE (CONDUCTIVE TILE) AF - ACCESS FLOOR BY TENANT S SC1 - SEALLIT PLOYURE LONCRET RESIE. IZILOW HEEN N SEALER SC2 SEAIID ON- TOXI LONCREC.LOW VTE,SEAL W SEAT CONCREER E FLOOR SUB CPT - CAR N W ARPET CTI - CERAMIC TITS wuLs P2 - PAINT OW LUSTER BY........._..._..__ P3 - EPDXY PANT BB51 RB -I VINYL BASE CTI .CERAMIC TILL ALTI - 2x0 ACOUSTICAL CEILING TILE (COLOR WHITE) ® casnm SIRUC1UE MUM M PAINT CCM. TO 6' ABOVE CEUNG. ® easmic MP. PRECAST was TO 00005 0 NEW INIFIDOt FURRING (PIN TYPE SA) AT COSMO EXTERIOR PRECAST WALLS. 0 CABLE TRAYS stows AND ATTA00.7 TO E STRUCTU 6 FRONDED BY TENANT. ® Fu B cs s E: 1EP ewe. © R M ASTER N . PANEL O7 taw. CPeR'G NK © FLOOR SI RE mammal_ CRAW _ "S 24' -6 1/2" 24' -6 1 /2' 24' -6 1/2" OFFICE CPT RB -1 G. P1 A -301 124 CT1 CT1 G. P3 24' - 6 1/2" IASSIRCABON 24' - 6 t/2" ADMUSTR.AT!ON 140 CET' 1 G. PI • CTI AT RN=7'ERE O 9 —0 18 - 14 Da IaSB r 12 I� RP- c m I C A -60 h n X m � . -� Le I 24' -6 t /2" A 24' -6 1/2 ?up ■ - NEES L 1■11110 �I t 111_�� u0 �1 I BA i Or ■..u■1. Le1 - r 2 M W!N.o■!� 1 1 f z � 1 15GA '� f =nn 70 =z _.r 1 ••U• iii.. .. d iiu u = =� TELCO ROOM SC2 NONE NONE — ;r— x —x — x— IIII1IIIIIIIIIIIII 24' -6 1/2" .00. OWNERS ECOP. 26 -9" FIRE VALVE ROOM A -701 250' -0" K E Y N O T E S G E N E R A L N O T E S 2A:10.BC RI ADLIROSTRATION (140) 40.60.BC N BAITS n D OECTRICAL N It REMVE (E) 0000 000 00000 I0e OPENING W/ uTL SRDS 12' 0.G 40 0 FA L ENO; 1 DYER O Di 5/8' GW3 EA SIDE © E DID. SLEE5TD OPENINGS I© AIR 04e 20 R f4-70 STRUCTURE RE DETAIL /A -704 14 CRAG sum OPEFSTG PER MEP DRAWINGS IS CO! METE SIDEWALK AND RAMP RE 26 /A -003 16 0 (pAW1E0) APPL® 10 FU IENGnF OF WALL PFR 19 / A -704 4 ADJACENT LEASE SPACE 17 2 -0' TO ISIDE FACE OF (E) CONCRETE WALL IB F 101 WALL TO CLEAR OVERHEAD DOOR ASSMBLY BY O -6' 19 PROWDE W STU 6 M1 DS POLYETHEIFNE SHEET TO OUTSIDE FACE ® (N) CONTROL PANEL ACCESS DOOR 1' -6' X 6' -0' 21 (E) 0008 TO REMAIN ® (E) CONCRETE DEMISING WALL W LL OF SECURITY PARRTON 132044 - 35 7 1. FOR ADRONAL GENERAL NOTES REFER TO DI DRAWNG A -000 2. REFER TO CRAVING A -001 FOR ARCHITECTURAL/ MATERIAL LECFNOS APPUCABLE TO THIS SHEET. 3. SEE ARCH. 8 STRUCTURAL DRAWNGS AND SPEORCATIONS FOR ALL FLOOR DEPRESSIONS, WALL NRRINCS, SUSPENSION SYSTEMS, ETC. TO APPLY MATERIAL FINISHES CALLED FOR IN SCHEDULE OR DETAILS 4. ALL DOOR FRAMES SHALL BE HO_OW METAL AND PAINTED WITH ALKYD ENAMEL SEMI GLOSS FIN. a EQUIPMENT SHOWN DASHED IS BY TENANT. 6. PROVIDE TRANSITION STRIPS AS REWIRED AT ALL JUNCTURES OF DISSIMILAR FLOOR FINISHES. 0 ALL RAMPS SHALL HAVE NON-41P /900 000044E5 TYPICAL B DIMENSIONS ARE TO FINISH FACE 9. WENT OF COSTING OPENINGS IN EXTERIOR WALL TO BE INFO ED ARE APPROXIMATELY TO SCALE EXACT SIZE TO BE VERIFIED BY CONTRACTOR 10. SEE SHEET A -701 FOR PARTITION TYPES 11. EXISTING WALLS HAVE FACED, R -11 INSULATION- 12. EXISTING ROOF STRUCTURE HAS FACED, R -19 INSULATION. 02 I PI FLOOR PLAN -501 Total Site Solutions a CrfeGcoqxq Experts fa M144ion- 1 Environments for More Than 30 Years 6251 AAMENEIRNE ROAD 0>3TSTAILl� Am 26705 5.6�7FaS(FE PROJECT TEAM SOM Skidmore, Owings & 5f0aID LEP ONE FRONT SEREtht SAN FRANCISCO, C.A. 94111 1 ENGINEERING, P, C. 6250 AMMENDALE ROAD BELTSVILLE, MD 20705 240 - 737 -7200 DATE: JOB NO.: DRAWN BY DON L. /RG SCALE: 1/8a = 1' -0' CHECKED BY: REVISIONS 509 CHECK SET (09/15900) INITIAL PERMIT (0929100) BUILDING PERMff (10109100) BUILDING PERMIT (1020/00) ISSUED FOR CONSTRUCTION (1210300) BUILDING PERMR 12.20.00 BULLETIN 01 01.16.01 MULLEIN, 2 01.24.01 BULLETIN 04 03.15.01 10 -17 -00 200303 FLOOR PLA CITY OF TUKWILA PERMRCEYf 0 A -101 KB PLYWOOD RAMP & 2X RAIL 12" 4 Total Site Solutions Experts mWesvioa- .Crawl Envy mina. for More Thare30 Yeazs erss flene.MIONLE ROAD eazsv¢Y, Tai 207115 te es- �aos[rE \3" , io I EL 19.50/' UP - DEL 17.50 ° 5 -0" ,( 2' 25' -0" PROJECT TEAM SON' S&idmocG Owm� &Me�E UP. OLIEFRONCSIRE. SANFRANCISCO CA 44I1I ..e 5 RAMP PLAN 1/4' = 1' - 0" � ,// / z ri 5' -10 J 2 0 I ENGINEERING, P. C. 1 - 704 6251 AMMENDALE ROAD BELTSVILLE MD20705 240 -737 -7200 aEGIels, SNUG OE WASHINGTON 11 A -60 o STAIRS BY RAISED ACCESS FLOOR MANUFACTURER RAISED INSTALLED FLOOR INSTALLER -� 4 N MAY 15 211V \ N STAIR PLAN 1/4 -- 1. -0- 4 ' - 9" r2" 12 1 if--- n ,m, Av04 1 I 'n STAIRS BY RAISED ACCESS FLOOR MANUFACTURER BY — _ " 1 • 31REaos 44" 23 "I Y -4' AND INSTALLED 1 RAISED ACCESS FLOOR INSTALLER it g -4" 4,9 STAIR PLAN 4' - 9'' 121 m 1 TAIRS B RSED = �"'CESS S LOOK M ANU AND INSTALLED BY RAISED ACCESS FL OOR 10' -0" - , A E SCALE_ 1/4' = 1' -0' L� DATE: 01 -24 -01 DRAWN BY DON L./RG 1 I\ \ CHECKED BY: KB 5'_4" 3 TREADS ® EA. . = z' „• s' 2 .3 _ _- .. °=, ' JOB NO.: 200303 T i _ c4 INSTALLER 5 ' REVISIONS STAIR PLAN m 50% CHECK SET 7 ® (0911500) • _8" INBIAL PERMIT (0929/00) - � _ m __ °.. BUILDING PERMIT (100900) L _ J \ �° � •, = B � � i" BUILDING PERMIT (10/20/00) ISSUED FOR CONSTRUCTION (12/03:00) �� ■�i C 124' & MS / 36 MAX. BUILDING PERMIT 12.20.00 .L N I � ^ ®° v °� I ° STAIRS B( R `1SED tiCCESS ND INSTALLED BY \I dUFACTURER AND .. RAISED ACCESS FLOOR INSTALLER N QBULLITEN #2 01.24.01 � -.- � A.F.F. TO _ �4 m WATER ¢Q BULLETIN #403.15.01 - FOUNTAIN HEAD N 5 5 7 N ENLARGED , PLANS RECEIVED T CRY OFTUKWI A PEBMRCENTEB 5 ' - 10 .. A-301 6 STAIR PLAN 1 TOILET ROOM PLAN • REFLECTED CEILING PLAN 3. SINGLE UNE OF SPONKLER PIPE A' 3 HEADS ARE WET SYSTEM ON Vin•:: , SIDE NL 4. OLACK RESPONSE PENDENT VERTICAL SPINNERS CENTER MIDDLE SPRINKLER ON CENTER UNE OF WINDOW REFLECTED CEILING PLAN GENERAL NOTES 1. SUPPLY AND INSTALL ALUMINUM RMN GUTTER PER DETAIL 10 /A -702 UNDER ALL FIRE SPRINKLER PIPING. 2. LAY IN BATT INSULATION ON TOP OF SUSPENDED ACOUSTICAL. CEILING TILE KEY NOTES REFLECTED CEILING PLAN SYMBOL LEGEND O (E) OVERHEAD ROLL UP DOOR ASSEMBLY i SPRINKLER ® SUPPLY DIFFUSER Z RETURN DIFFUSER 151 or SPEAKER I SPEAKER ABOVE CEILING CIO STROBE UGHT O SMOKE DETECTOR (\ I 2' X 4' LIGHT FIXTURE �--=� IN ACOUSTICAL TILE 2' X 4' ACOUSTICAL TILE O CHAIN SUSPENDED LIGHT FIXTURE H WALL MOUNTED EXIT SIGN CEILING MID. DIRECTIONAL ® EDIT SIGN ARROWS INDICATE EXIT DIRECTION D25 7 UCTURE O Total Site Solutions =�wxrc�r F rperts m IlTissiOU- Oftk'al Environments for More lima 30Yeas ssvn -[F.ero 26/05 p e 1.9987e0.STTE PROJECT TEAM 501 Skidmore, Owings&M.A'R LOP ONE FROM' S78EEE SAN FRANCISCO, CA 94111 archtecc / ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSVILLE, MD 20705 240 -T31 -1200 REVISIONS BULLETIN #2 0124.01 4 BULLETIN #4 03.15.01 CD U co CD CO CL O N_ Q of o � Y r M ~ M SCALE: 1/8' = 1' -0' DATE: 01 -24 -01 DRAWN BY DON L/RG CHECKED BY: KB JOB NO.: 200300 50% CHECK SET 109115/001 INITIAL PERMIT 10929/001 BUILDING PERMIT (10/09/001 BUILDING PERMIT (1020/001 ISSUED FOR CONSTRUCTION (12/0300) BUILDING PERMIT 12.20.00 REFLECTED LT CEILING PLAN LYIYOPTUJKWILA I Y v Y - I FIRE VALVE ROOM oxaas corer. OFFICE WOMEN MEN®' 1 A0MiM111STRATION BATTERY I iELCO ROOM 160 150 123 124 125 ®. 140 145 155 SC2 NONE CPT RB -1 CT CT1 c CT ®�.. CPT• RB-1 SC2 PB -I SC2 NONE 5C2 NONE GWD 'P1 OWN NONE GWB NONE OWN P1 NB P3 NEM P3 IBM= G. P! ORB P1 EON « - EO 26s ' EC) EO - CT[ AT MTCNDiETIE EO EO re ■_ U , '_EXP a � • I AIR HANDER SUPPORT L STR n " , - O CONS R CTIO ®,v rill i v IIII ■ 1 111■ ui I ��. \�1�11 V Tu■ IXPOSEIO CONSTRUCTION - ��� - EI a Y ..11 I I : i' ' ■�� T m, • - 1 , 11111 ° HEM IXPOED CO . 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SINGLE UNE OF SPONKLER PIPE A' 3 HEADS ARE WET SYSTEM ON Vin•:: , SIDE NL 4. OLACK RESPONSE PENDENT VERTICAL SPINNERS CENTER MIDDLE SPRINKLER ON CENTER UNE OF WINDOW REFLECTED CEILING PLAN GENERAL NOTES 1. SUPPLY AND INSTALL ALUMINUM RMN GUTTER PER DETAIL 10 /A -702 UNDER ALL FIRE SPRINKLER PIPING. 2. LAY IN BATT INSULATION ON TOP OF SUSPENDED ACOUSTICAL. CEILING TILE KEY NOTES REFLECTED CEILING PLAN SYMBOL LEGEND O (E) OVERHEAD ROLL UP DOOR ASSEMBLY i SPRINKLER ® SUPPLY DIFFUSER Z RETURN DIFFUSER 151 or SPEAKER I SPEAKER ABOVE CEILING CIO STROBE UGHT O SMOKE DETECTOR (\ I 2' X 4' LIGHT FIXTURE �--=� IN ACOUSTICAL TILE 2' X 4' ACOUSTICAL TILE O CHAIN SUSPENDED LIGHT FIXTURE H WALL MOUNTED EXIT SIGN CEILING MID. DIRECTIONAL ® EDIT SIGN ARROWS INDICATE EXIT DIRECTION D25 7 UCTURE O Total Site Solutions =�wxrc�r F rperts m IlTissiOU- Oftk'al Environments for More lima 30Yeas ssvn -[F.ero 26/05 p e 1.9987e0.STTE PROJECT TEAM 501 Skidmore, Owings&M.A'R LOP ONE FROM' S78EEE SAN FRANCISCO, CA 94111 archtecc / ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSVILLE, MD 20705 240 -T31 -1200 REVISIONS BULLETIN #2 0124.01 4 BULLETIN #4 03.15.01 CD U co CD CO CL O N_ Q of o � Y r M ~ M SCALE: 1/8' = 1' -0' DATE: 01 -24 -01 DRAWN BY DON L/RG CHECKED BY: KB JOB NO.: 200300 50% CHECK SET 109115/001 INITIAL PERMIT 10929/001 BUILDING PERMIT (10/09/001 BUILDING PERMIT (1020/001 ISSUED FOR CONSTRUCTION (12/0300) BUILDING PERMIT 12.20.00 REFLECTED LT CEILING PLAN LYIYOPTUJKWILA ■ �� - _ _ - SHOP FABRICATED, SOLDERED END PIECES PLACED ON TOP OF CONT. FLASHING o Fl.� EXTERIOR INTERIOR � EXTERIOR INTERIOR SCHEDULED PARTITION -- �� DUCT RE: MECHL DRWO EwsnNO CD"cRErE TILT -UP �< (3)1/4'0 CDNC. (CREWANCHOR5 ®tzo° g - INTEGRAL LOWER (DET. 20A ONLY) / I, I' t® BiRDSCREEN (DET. 20A ONLY) SCHEDULED PARDDON INTERIOR (N) STEEL RAT () <- BAR PERIMETER FRAM E APPLI ED TO E PRECAST � PANEL W/ 1/2 °0 BOLTS ®2' -0" O.C. REF. STRUCTURAL EXISTING CON CRETE PANEL ' ?RECAST TILTUP P EXTERIOR IC. PANEL • i 1 SRS W/ EPEJF ALL AROUND (EA SIDE) ' 1 / M. ',< EXTERIOR ■ I INTERIOR �';� GEN. PLASTER ON METAL LATH 0/ BLDG PAPER 0/ EX(. GYP. SHEATHING - � . 14GA METAL STUDS ® 12" O.C. SCHEDULED PARTITION 4" LAP IN FUL BED OF MASTIC �� /y �'�y 1 \ly Co�RS — >� MI 1 CDNT t SRS Ea /ETiFUL AROUND 4 LOCATIONS TYR) r STD. WEIGHT STL PIPE y YP(ANGE ���[ � 6 G `IIF ' !\ / Q= - EPEJF AROU "D MOUND ('ANT- iSRS W/ EPEE (ALL J / '` `,✓ ` �, ��� INSECT I ( AROUND) SCHEDULED DOOR &FRAME NI sCREEN� -_ SC HEDULED PARTm°rt — — < — I HOLLOW METAL _ L r 4' 4 NEW OPENING IN (E) PRECAST CONC. PANEL •• � i CONT. 20 GA $Ep- Mn CONT. FLASHING orb. — NR I F RR A O ,e FRAME &DOOR RI _ S t CORNER (HEAD AND JAMBS) s 4_t° 20 20A EXTERIOR DOOR HEAD EXTERIOR DOOR W/ LOUVER HEAD 1 1/2 = 1' - 0 21 EXTERIOR DOOR HEAD © PLASTER WALL FILL 1 1/2 = t -0 12 END FLASHING NTS 8 TYP. LOUVER NTS 4 SLEEVE THROUGH WALL NTS HOLLOW METAL �,J � 4 G H LEASE Q EXTENT OF WORK O 0 PAINTED ACCENT STRIPE FRAME & DOOR EXTERIOR ,' / Ia - 7U z ww INTEPIDP. x PSI CDNC. FILL SLAB W/ 6 W.W.F. / \ REF. STRUCT'L / X6 DRAW INGS / t I 1 - I < 1 FXC X - � --", � EL. +19.5' - UP CONCRE 'J (E)TILT ET PANEL °: (E)ADJACENT - CONT. 1SRS ¢ o- o_ o <�• "� / / w \� CONT. EPEJF w Z o_, T Z .. - CONT. CJFRN I ) n (5) DOWNSPOUT CUT (E) CONCRETE WALL TO PROVIDE LOUVER PER DET. 20A \' \ CENTER ON GRID LINE . H . II I I �- I NEW J -BOX �_ / /— (B EXTERIOR CDNC. TILT -UP PANELS I TYP. PER 4/- `o< (B FIN. FLOOR Etr -s L. + ;� ° I / 0 Y \ Z� I , ° /... 4 ��� • 3 _ � _ � I` 7 � 1 6 °(TYP) !. ■ �r � / ••••• ♦ / /������L ` ' ; %W • � • � • � • � • � ` % /.♦:.:♦:♦:♦:.: /������ . ,, • � %' i �'i ••••••• EL. •+17.5' CMU OIJ OL O OV'OV O O ' O o O o 0 000 000 000 f,, 9ocpoC7 Qo i')D f I / i % _ / I. - r 2 �i � / ) \ I / I — I v, I i � � � � � - I' (E) OVERHEAD DOOR. / c VERIFY LOCATION ..NFIELD OR AND FRAME HM I�I I iI I � I H I Il 1 I—I 1 111E111_1113 •-II =III I = %/ , ' ° ''/ = 04) BEHIND ( OVERHEAD DOOR _ _ / DOOR AND FRAME (E) MANDOOR TO BE REMOVED, INFILLED W /CEMENT PLASTER ON METAL STUDS, PAINT TO MATCH BLDG - `III =III- .( /, J - ) I I i I '9-El 1 1 g EXTERIOR DOOR THRESHOL 0 1 1/2° = i` - C° SOUTH ELEVATION 3 3/32" = 1` - 0" PASSION 5/:'0 R2' -t' AND 6 EA. END BOLTS (E) CONC. x 3 I/2' EMBED TILT -UP 0.C• PANEL FROM SCHEDULED PARTITION (N) STEEL FLAT RAE �\ I PERIMETER CONT. a•(_ I STEEL FRAME APPLIED 20 GA. 4 ' \ \ I To (E) PRECAST PANEL SHT. MTL. 1 W/ 1/2'0 BOLTS CORNER \ \ @ 2' -0' D.C. (HEAD AND \I ,\ II DRAWINGS STRUCTURAL JAMBS) J \ I INTERIOR _- _ _ _= = (E) DOWNSPOUT (FYP. .`.� I (E) PAINTED ACCENT I ° STRIPE I ^ H G EXTENT OF WORK (E) ADJACENT LEASE - .F TRACK •' + . I'I • — - EDULED I •ARTITI ❑N Pr , I SLOPE (N1 CONC._ WALL R EL +1 � • TILT -UP PANELS I TIL \ I r T N I TO REMAIN DOOR A D STAIR z I i �sso s L BAR GUARDRAIL EXTERIOR _P.IER CONT. iSRS EPEJF AROUND) CONT. CAS BEAD CEM. PLAS'ER METAL BLDG PAPER EXT. GYP. SHEATHING � INTERIOR tr ❑r. —•., y TOP OF PANEL W/ EPEJF BOTH SIDES \ `r CALL AROUND) \ 1,e� / / /!�/Y! /l (�_!rJ,,(_t.l„t .�� wAU- PEr1slRltcnxlAL mAW.xa'S PVC , c I W/ � (ALL ¢ NG ❑ : � I - _ � �°r?,g°5.�Pc�J'Pq'l5 II� =.II -III - I TOP OF (q CONC. SLAB OPENING --- --• i Oy - IIE311- J *Ti II- =11�' 111�_TI LI I IJII. II`��MEM E R .... - I wwEnnE z EL +1T$ - BOX `fi ,, j ' �_- ,` O ! Q _ 6 p p k • ' MI I Z t'6 WEEP HOLE ( 4 CONC LABS AND S FouNOA - (E) RN.FLR S EL_ +1T-6 CDNT, 14GA. TRAC (TOP - �I -1 CI II 'AT FACE OF WALL g � I II - � conk. FTC ;IL 1s1sT1t DWG. - - I — 4 , II LA 0/ j ❑/ AND BOTTOM) J , I ■ EXTERIOR HOLLOW METAL , � , 14GA. FRAME I, DOOR i 1/2° i/2` 1 ) L(E) PRECAST CONC. TILTUP PANEL FETAL STUDS W 2' 13.C. NEW OPENING IN EXISTING PRECAST CONC. PANEL ��� ( I (E) PAVEMENT • OVERHEAD DOOR FILL IN PANEL @ HEAD 1 1/2° = 1' - 0 1 4 , EXTERIOR DOOR JAMB 0 1 1/2" = 1' - 0" 1 0 SECTION THROUGH OVERHEAD DOOR FILL —IN PANEL 3/8 = i' - 0" NORTH ELEVATION 2 3/32 = 1' - 0° CEM. PLASTER ON METAL LATH O/ ILDING PAPER O/ GYP. SHEATHING - EXTE• • -METAL STUDS @1 70' . • — T' INTERIOR I CDNT. 1 � J (E)DOWNSPOUT — ( . ,'' - ✓ I PAINTED S IPE — II 1 1 `9 1 t ` _ \ \/ `( I .. / q000RAND NEW H.M- \ [/ FRAME i 70 14' 14' LOUVR ® ® 0 r � EXTERIOR CONC. (E) I TILT -UP PANELS 1 T.P PFA 12/ F ER 1 2 /- ,- AND FRAME - •' I I I 1 7 1 i \ ■ 1 ! 111 TRA• OM) I 1 1 I 1 \ 1 L I I 71 // / 4 I '., . SIDEWALK ELEVATION S AND SLOPE PER A -002&A -003 (E) FIN. FLOOR m Mil , RAISED ACCESS FLOOR i 1' 6 t �� @ +19'E' -$- / t COIN. 1' CIN. O RS 2 a EJF--/ / W1' i EM SOL75 5)50,01 EMB� @2'-0'O EA END FTRACK p.- • NEW �. WALL - J BOX, 8 TYP. / — 1 . I - 'f ®f ®I�® ��® I� !! j I 9 CONT. FRN E x ' RAMP (E) DOOR TO REMAIN, PAINT TO MATCH w n 4 DRAIN (E) DOOR TO BE / -, POi:-/ _ WEEP HOLE 0 ,-, ,) REMOFND I . OVERHE AD DOOR FILL IN PANEL @ BASE i 1/2" = 1' - 0° EAST ELEVATION 3/32" = i' - 0" PROJECT TEAM SCALE: REVISIONS Total Site Solutions aumwsCm,can Expects is MrsciOa- Cortical EavfWamentsfar More Than30 Years �Re �aao .srE SOM Skidmore, OwRRgs &Maul. LIP ONE FRONT STREET SAN FRANCISCO, CA 94111 ENGINEERING, P., C. 6251 AMME4DALEROAD BELTSVILLE MD 20705 240 - 737 -7200 NAY 15 2182 DATE: 01 -24 -01 DRAWN BY Don L. CHECKED BY: KB JOB NO.: 200303 50% CHECK SET (09/15/00) INITIAL PERMIT (092950) BUILDING PERMIT (105950) BUILDING PERMIT (1U2050) a) co E CD r � M ~ As Noted ISSUED FOR CONSTRUCTION (125390) BUILDING PERMIT 12.20.00 QBULLETIN #1 015451 /\ BULLEDN #2 01.24.01 BULLETIN #4 03.15.01 BUILDING ELEVATIONS & SECTIONS RECENED CITY OF TUKWILA PERMITCEITER A -501 EXTERIOR INTERIOR EXTERIOR INTERIOR DUCT RE: MECH'. DRWGS. EXISTING ----,- CONCRETE / TILT -UP i PANEL \ I� i I SCHEDULED PARTITION (3) 1/4 CONC. SCREW ANCHORS @ 120° EXISTING CONCRETE P PANEL v __ 0 1 / - - - I - ` - J y HANDRAIL RETURN AND ESCUTCHEON TO PTN SHT. A - 601 SPACE NOT USED SKr. A - 601 SPACE NOT USED SHT. A - 601 SPACE NOT USED SHT. A - 601 CONTI SRS — W / CONY EPEJFALL ; IS� CONT RS W / CONY EPEJFALL AROUND (4 LOCATIONS TYP.) B° STD. / WJOINT 11FLANGE I\ < F.-P. G AROUND .---------------/--- _ 1 IN \ CONT. SILICONE SEALANT 5 EQ SPACES i TOILET SEAT COVER DISPENSER / 0ILENSERE_ 54MI INSECT ail SCREEN ----_____/ ON — — - I z 5° . .r1. ° ,-." 12" 42" MIN. % n ° < 1 Z ! m ' p / ■ TEMPERED GLASS � 1 FACE OF SCHEDULED OWN PAN PLASTIC �, b 'b - \,. MEM= A LINARFACES 20 LOUVERS NTS SHT. A - 601 16 SLEEVE THRU WALL NTT SHT. A - 601 12 GLASS JOINT /11111111,d7U TO P V VI IEW _ems ELEVATION A MM . EII\ UNDucHr ER CAARET NTS 7 L' \ t SHT. A - 601 11 12" 13 FD(1URE i I COAT HOOK kill 4, - TYP. EA. END 1 1/2" DIA ( ) (I , UNOERCOUNTER (N EFRIGERATOR :iiii v f / A -WALL MOUNTED 1=A 1 '= i I \ A __�PAINTED [ ) I All AIM Aft 1 IF 4 EQ SPACES 11111 IF i 1 -10" E iUC °E 6/4 -703' / � v - 1 i _,/ ACCESS FLOOR STAIRS (NIC) `-- CTi a AS E () _ / / .V C SST L. ,C1 =i EE GUARD— y I — _ ` A ' - I. '; AVpTO °f TRAP PLAY ��. -� _ 8 - FLOOR MOUNTED _ _ SHT. A - 601 A - 601 ELEVATION B 13 11 HANDRAIL 1/2" = 1' - 0" 7 KITCHENEIIE ELEVATION 1/U" = 1' - 0" SHE. 1 9 KNEE GUARD 3" = 1' - 0" SHT A - 601 PAPER TOWEL DISPENSER & WASTE RECEPTACLE > I so / - .. �r_ a..� =L') FACE OFGWB CONT. 1/4. BOTTOM PER 5/A -703 314' PLYWOOD EDGES AT PAINT TO WALL /n _.4'f QUICK RESPONSE VERTICAL PENDENT SIDWALL SPRINKLER (EACH SIDE OF GLASS) -/—/- ED. EQ. EQ- TTT . ( / /� 1 Y� � ELe' ^ " '? SHIM, TOP AND j OF MIRROR; BACKING WITH BEVELED I 5 I ' 1 1 /2' I'03 '031 _ 12 - FROM 12 .- y T'` 6 3/4 1 1/2" , 45 °, FILL, SAND AND MATCH ADJACENT. I - / _ BOTTOM OF CE TO O LEN LINE OF NOZZLE \ _ ELEVATION C VD • \- 1 8 CONCEALED HANDRAIL SUPPORT 6O 1 4 TOILET ROOM MIRROR MOUNTING A 6O GRAB BAR MIRROR SANITARY NAPKIN I - - _ -- - '� _- / ,' - EQ. �� EQ. EO. .. DISPOSAL (IN 124 ONLY) / 6 MAX. /- \ _ _ = i [ v .�. - i2P MIN. I 12 "1M j TO \ 18 EQ. 18 EQ. 18 .� CERA. IC TILE BASE /��\� y6 . 1 1/2 THICK, P.AM FINISHED END PANEL AT GWB GROMMET (2 /STATION) P.LAM ON ALL CONSOLE SURFACES EXPOSED TO VIEW 3 (3 IYP.) 7 (3 TYP.) s r ®tam El cvATO, I / SRS WITH / CONTINUOUS EPEJF CERAMIC TILE FLOOR � , '03' ' 03] _ ' O I )20' ,. 'v CF N \\ 7 /a '',1,7'°.) WcO, A.,, H.,;P U EQ. ES ES � EQ. 1 1/2T 6 3/4° `q-, 1/2" 1 1 0 ELEVATION D toile ts.dwa PLAN 17 EXPOSED XPOSED TO VIEW HANDRAIL SUPPORT SHT. A-601 1 3 TOILET ROOM CT BASE NTS SHT. A-601 9 CONSOLE 1/2" - 1' -0 "SHT. A -601 1 TOILET ROOM ELEVATION ` •� 1 1/2 = 1 - 0 SHT, A-601 Total Site Solutions Experts m ISEssioa- Critical Environment sfor More Than 30 Yeas 6256 ROAD EIEL/SVIEGE. MO 26705 PROJECT TEAM SOM Skidmore Owings & M®R LLP ONE FRONT STREET SAN FRANCISCO, CA WIG ENGINEERING, P. C. 6251 AMMENDALEROAD BELTSVILLE, MD20705 240- 737 -7200 SCALE: As Noted DATE: 01 -24 -01 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200300 REVISIONS INITIAL PERMIT 109/29/001 ULLETIN #2 0124.01 ULLETIN #4 03.15.01 PER BUILDING PERMIT (10/09/00) BUILDING PERMIT (1020/00) ISSUED FOR CONSTRUCTION (12113001 BUILDING PERMIT 12.20.00 CEN:6R co co INTERIOR ELEVATION C E , vED CRY 002 091114 A -601 (-7 / 6 O e � I- - 1 \„-__ ! - , i PLAN • 3 r S' �� � LINE OF FINISHED NISHED CEIUNG WHERE OCCURS ( ) (SARI) SOUND ATTENUATING FIRE BLANKET INSULATION METAL STUD FRAMING GYPSUM ROOM 10 0 SIDE - ROOM 170 SIDE HEAD F v HEAD L I L _ vv CON! METAL LATH 6" ABOVE CEIUNG TO UNDERSIDE OF ROOF DECK /STRUCTURE (SAM) SOUND ATTENUATIN - �S H HEAD L PLAN - (SAES) SOUND ATTENUATING "II FNG HEAP I a Y I -�� (SAFB) SOUND ATTENUATING FIRE BLANKET INSULATION ( WHERE OCCURS j I II - 0 PLAN ! b' �� !� -; w I FIRE BLANKET INSULATION UNE OF FINISHED CEILING AL STUD FRAMING $ 9 (j i LAYER GYPSUM FIRE BLANKET INSULATION ( ) $ o-� " AL STUD FRAMING -i 1 T APER GYPSUM ME y ( SAFB ) SOUND I ATT U ENUATING METAL STUD FRAMING F F -� LI I � NT GER (TYP.) > 8d NAILS 0 16 O.C. THROUGH U AND INTO l I � 'llll " I PLAN BASE A I yy g @@ il j �. WALL BOARD PLAN BASE MET AL SND FRMING !� _= {7) LAYER GYPSUM WALL BOARD ONE SIDE ONLY M STUD RUNNER U OF ACOUSTICAL SILICONE RUBBER �- FlNISHED FLOOR AS SCHEDULED WALL BOARD EACH SIDE # _ WALL BOARD EACH SIDE EXPANSION STRIP � �i1$ :.M {1) LAYER WALL BOARD EACH SIDE g METAL STUD RUNNER STUDATCH GAUGE OF $ ACOUSTICAL SILICONE RUBBER FINI FLOOR AS SCHEDULED ( 2 ) LAYERS GYPSUM EACH SIDE METAL STUD RUNNER TO MATCH GAUGE OF STUD FIRE RETARDANT SILICONE RUBBER s . FINISHED FLOOR AS SCHEDULED BASE 5 g 0 3 j -- CON'_ EXPANSION STRIP ' FINISHED FLOOR AND BASE AS SCHEDULED / ACCESS FLOOR / EXISTING SLAB 3. BASE ; '. _ i °��# ' s .'r FINISHED FLOOR AS ACCESS FLOOR f SCHEDULED��� PM pTNHead.dw (E) FRAMING PARALLEL TO STRUCTURE P13±PERPENOIC1 TO STRUCTURE 9 PTN HEAD TO STRUCTURE BHT. A -701 ,„ / / //- �-' +� /�i/ 1 / �. - �� / x/�I.I�� // J i , U-� ^� 9 i IT `T MCO E RU BEER PARTITION TYPE 11 1 1 SILI O R CNE RU B 043) PARTITION TYPE 6 - 1 HR FIRE RATED PARTITION TYPE 12 ©® PARTITION TYPE 4 CONT. DEEP LEG TRACK PARTITION TYPE 2 2HR. FIRE RATED ,� mFwm va FIRE TRAK SUP METAL SND CUP TO w/ WD $6 iEK SCREWS - -I /// 1 J ®® O METAL STUD /'j - - - i / P� ION NSR41H M La $ CUSS B - �L�40 FDA. PARR. ran OBF1BDf SM' TYPE SPHERIC a, SIC ass lEA UAL HE1GM Rows PNOTIlOx tIPE 4O 0 OVBWL SND I SOq. I)� TYPE SPMRIG 7 1/C G - 20 CA hr oz. SN NIL $ OA6 465 LEST RDEAENCE IDIT. HEIOIT BASED ON L/140 REMARKS PARTITION ttPE OZ O4ERPLL cNEN510N 6 I /8 SND 1YPE 3'.5/8 =25 GA S ND SPACING 16' 0, UL $ U417 2 NR FR EC MS 56 sit TEST I✓EFFAFNCE IbG 890818 UMT. FECMIT BASED ON L/240 7E REIMS a.) a L/140 I �N41G 7 1/4° - - A fA X1R ac. - SiSN BOWED 26 1 7 F/{ _ 20 i6 OS_ 1f. ® I ESIY11F0 2B" -1' PARTITION TYPE OVER. DIMENSION STUD 1 'STUD TYPE SPACING IA $ SIC I7E cuss REFERENCE ' am UTE L€ L. 86ED 01 L/NO MANN I O 7 i /4" 6'.- 20 GA 16 OL - 1575E I ESIMOED 16 -1" I � OM 7 1/4 6 - 20 DL 16 QC MOOT (yyg) NOTES: FIRE RATED GRAPHIC OEAG PARTITIONS DESISTED WITH 162 HOUR 2. (3" SAFB) TO ACHIEVE FIRE/ STC N CAVITY AT PARTITIONS DESIGNATED. All BO SHALL HAVE FOIL FACED THERMAL VAPOR BARRIER. 3. ILL GYPSUM WALL BOARD AT RATED PARAGONS SHALL BE 5/8" TYPE k" UNLESS NOTED OTHERWISE 09250E05 O 7 1/4" 6"- 2064 116" 0.C. - - ILA/165 26 -1' ,. SEE FLOat PUN FOR PARNDN$ DESIGNADD NTH Na HOUR FRE RATED RE. DESIGNANN 2 (3" S.) TO ALHfVE F@tE/ STC N fAV10' AT PARTITIONS DESIPUim. P11 S. 41A11 HAVE FOIL PALED HOWL VAPOR H4RNEIL 3. ALL GYPSUM W741 BOARD AT RAZED P.D. RAGE N 5/6 TYPE : MESS NOTED COVER.. 4. DO NOT FASTEN PC OR SAD TO TOP OF MR RUNNER 09220E25 I. SEE R00& PUN FOR PAARipt6 DE4O147ED 11111 IRA HOER �� IRDPE2 E11 _ - _ - - _ _ - - CAW _ - _ _ RIiffA. E s GABS NOTED OTHERWISE 09220E25 I. ALL S. SITYL 14141: FOL FILED DM. VAPOR 8Ud8ETt TYPICAL UNLESS NOTED OA4RMISE N NOT FASTEN GAB OR STUD TO TOP OF MIL RUNNER 09250E03 SGpCIipDeepLegTrack.dwq ELEVATDN ® 7 I/4" 6" - 20G4 G O.0 - - I - 2F -1 (SAFE)! 1. DO NOT FASTEN GYM OR STUD TO TOP OF MR... 09250E01 1 2 PARTITION TYPE 12 1 1/2" =7' -0" SAT_ A -701 1 1 PARTITION TYPE 11 1 1/2"U1' -0" SHT_ A -701 g D RE T SLIEEP LEG CLIP NTS 6 SLIT_ A -701 4 PAR TYPE 4 1 1/2 =1' -0 SHT_ A -701 2 PARTITION TYPE 2 1 1/2" =1' -0" SHT. A -701 U NRROAIE OF D SING STRUCTURE HEAD PLAN BASE �J / / /41............. _ oo l �. .1.)440CX? r ......35 fB ak I 7 o0 E win m � J W vv - � - o- - ° I� C FIRE BLANKET INSULATION rat' D ATU LMAON UNE OF FINISHED CEIUNG / _ (WHERE OCCURS) METAL SSTUD MAINS LAYER GYP SUM ALL BOARD W HEAD i ; HEAD PLAN BASE =�_ i� _ _ (SAFE) SOUND ATTENUATING FIRE BLANKET INSULATION METAL STUD FRAMING (I) LAYER GYPSUM WALL BOARD EACH SIDE METAL STUD RUNNER TO MATCH GAUGE OF STUD FIRE RETARDANT SILICONE RUBBER FINISHED FLOOR �AS SCHEDULED vin g g! SS �° / (SAFB SOUND ATTENUATING - - - - FlRE BLANKET INSULATION LINE OF FlNISH CEIUNG V� (WHERE OCCU - FACE RADIAN ! -M�/ I,' V _ / - P - IAN - / !,'• _' S A_ +_ r C 1�1� � �4 Ip } S g �� l�w.i METAL SAD ERN. TO _ PLAN x� _ METAL STUD FRAMING -- � uxE OF Fwm1E0 CEILING HEAD (WHONE OCCURS) _L //^- 1 3 STEEL COLUMN IN PIN NTS SHT. a -701 BRACE BACK SUBSTRATE AT EVERY 9' QC VERTYf11Y. LAYER GYP SUM wNL BOARD BASE # °= . (,, LAYER GYPSUM WALL HOARD EACH SIOE / -METAL SND RUNNER TO MATCH GAUGE OF STUD ACOUSTICAL SNCONE RUBBER / FlNISHED FLOOR AS SCHEDULED (1} EACH 510E M METAL RUNNER % I1N S W ! i METAL STUD RUNNER �, V 1 TO MATCH GAl1GE OF , SRD RUBBER_ ® - FIN4FED t - III_ , - 4 i . ; . / FLOOR AS S.D. Cati - (A) INSIDE FACE OF TILT -LAP PANEL ° �' _' TO MATCH GAUGE OF STUD SILICONE RUBBER FINISHED FLOOR AS SCHEDULED / ACCESS BOOR STAB PLAN 5/8" GYPSUM WALL BOARD OVER 7/8" METAL FURRING CNM'NELS AT 24" O.C. 110. ONBN WARDED METAL LATH OWFR EXISTING DETAIGNG PARTITION! COSTING -- --- - y / / / /� / / / / / /�- � 0411 PARTITION TYPE 3 O PARTITION TYPE 1 - 1 HR. FIRE RATED PARTITION TYPE 5 BASE AWOU5TKyL SILICONE RUBBER - FLOO 5 R AS SCHEDULED 0o PARTITION TYPE 7 NON - RATED ©m FURRING - MB ' F I 1 ` S r' PARTITION TYPE 1 O PARTITION NEE OW. OONFN90N MD ME RD PACNG UL I STC CLASS �� 8R. HBk ID. GI IMO Row. PARTITION TYPE OVERALL DIMENSION SND TYPE STUD I SPA IM 1111.1 ��. 1 M 1 ETAL REFERENCE U4 H77R MB/ NH We ROWIXS PAR7IDN TYPE OERALI DIMRSDT SND TYPE 50 S PNO G SD U $ f AS5 EST REFERENCE UM HDT B4gD dl L/24O AEW46 PAR87DN tt OVERALL DMEN9 D SRD T SND SPACNG OL $ SN C ASS EST REFERENCE MIT: HUGH! 845TH OR L /1N REMARKS f ` S P. EA. D FURRING TYP- EA SIDE 1 O O Lath &Furring 0 71/4 ' 6" - 20 GA. 16" O.C. - - - 28.. -1 " 0 6 5/8" . 6" - 20 GL. 16" O.0 1 - - , IRO i66 25-6 " O' 7 1/4" 6'-. 20GA. is 0.C. - - AL #465 26 -1" 0 7 7/4" N07ES FIRE SEE R RAN FIRE RATED AIN GRAGRAPHIC 2 (Y SAFB) 70 DESIGVATEL 3. Al . GYPSUM UNLESS NOTED 4. DO NOT FASTEN 09250E02 6' - 20 GA FOR FA DESGNAGNATION MEW ENE/ EC All SAFB SMI HAVE WALL BOARD AT RATED OTHERISE GAS OR STUD Its" O.C11 R FR. DESIGNATED WITH IN CAVITY AT PARTITIONS FCC FILED THERMAL PARR80IA SHALL TO TOP OF MN RUNNER 51 STC 1&2 HOUR BE ESTIMATED VAPOR BARRIER: 5/8" TYPE 26' -1" I "x O ' ... 7A 7 1/4" O 6" - 20 GA 16" O.C. - - - 2g' -1" WITHOU T. SAFB 5A O 5 8 6 / � 6._ 29 C4 , 6 QC 1 - " I - - 25' - 6 1DROUT SAFB 34 7 1 4 / , 6 2. " 16 O.0 - - - 26' -1 " MDPO T (SAT E ) 1016: t. ALL SAFB SHWMl. HAVE FOIL FACED THERMAL VAPOR BAR UNLESS NOTED OTHERWGE. 2 DD NOT FASTEN GWB OR STUD TO TOP OF MI ROHNER. 09250E26 Lim 1. ALL SAFB 9WL HAVE FCC FACED MM. VAPOR BARRIER. UNLESS NOTED OTHERWISE. 2. DO NOT FASTEN GAB OR SND TO TOP C MR. RUMER 09220E24 1. DO NOT FASTEN GWB OR 51181 TO TOP OF MIL RUNNER 09250E01 PTNHead.dw 1 2 RATED PIN TO (E) CONC. WALL NTS SHT. A -701 10 PARTITION TYPE 10 1/2 " =1' -0" SHT. A- 701 7 PARTITION TYPE 7 1/2 " =1' -0" SHT. A -701 5 PARTITION TYPE 5 1 1/2 SHT_ A -701 3 PARTITION TYPE 3 1 1/2 " =1' -0 SHT. A -701 1 PARTITION TYPE 1 1 1/2 ° =1' -0 SHT. A -701 Total Site Solutions Experts in fOn-Cri t rvvaoumen& for More Too 30 Yeas 8251 - ...o.W.1-5 FDA. OEisslncF.F; F.¢1 557135 1P86_780S11E PROJECT TEAM SOM Skidmore, Owings &Memhl LIP ONE FRONT STREET SANFR YNCISCO. CA. 9411/ i ENGINEERING, P. C. 625E AMMENDALEROAD BELTSVILEE,MO20705 240- 737 -7200 REVISIONS 50% CHECK SET (DEIDED0) INTUTAL PERMIT (0929100) BUILDING PERMIT (10/09/00) BUILDING PERMIT (1020!00) BUILDING PERMIT 1220.00 BULLETIN #2 01.24.01 BULLETIN #4 03.15.01 SCALE: NTS DATE: 01 -24 -01 DRAWN BY DON L /RG CHECKED BY: KB JOB NO.: 200303 ISSUED FOR CONSTRUCTION (12RA`,10) PARTITION TYPES flC -CENED CITYOFTUKVWLA PEAMRCENTER 7\ : 701 Total Site Solutions Experts m brassion- Gbical Earth (=meats for Mme TTTaa 30 Yeas 8255 AIaMElIDALE Roan 6BTSACF-E,. FRU 26705 1-8843-780-531E- PROJECT TEAM SOM Skidmore Owing &MearRI ELF ONE FRONT SERFE' SAN FRANCISCO, CA 94111 I ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSV BILE, MD 26705 240737 -7200 REVISIONS CEILING DETAILS SCALE: As Noted DATE: 01 -24 -01 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200303 50% CHECK SET (09/15100) INTIIAL PERMIT (09129/001 BUILDING PERMIT (10/09P0) BUILDING PERMIT (102000) ISSUED FOR CONSTRUCTION 112303001 BUILDING PERMIT 1220.00 BULLE1N#2 012401 BULLETIN #4 03.15.01 RECEIVED CTTOFTUKWILA PERMRCENTER A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 '.. ( ---------- (E) PLYWOOD DECK OVER (E) 4x WOOD PURLIN - (E) PLYWOOD DECK ( OR OVER FRAMING '03 " '03 V 3/8" DIA. THROUGH BOLT r 3/8" DIAL THROUGH BOLT CEI LING CLIP "HIL - " OR ri EQUAL, 1 G A X 3 /4 "W IDE 3 TIGHT TURNS IN t 1/2" 3 8 2 X 2 X 3/16 - X 3' LONG CU TO (E) 4x FRAMING MEMBERS 4/ DEPTH �1�\ W O D S O W S A i 1 . OF MEMBER � �\ \ \ ' • s 4 TIGHT TURNS IN 1 1/2" SPLAYED SEISMIC STEEL STRAP BRACING WIRE VERTICAL HANGER WIRE 1 "WX2 "Lx 12 GA. MIN. BRACING WIRE HANGER WIRE RIGID CONDUIT: 3/4° DIA. UP TO 4' -IT LONG r DIA UP TO 5' -0' LONG; 1 -1/2' DD& UP TO 8' -0' LONG; 2' DIA UP TO 12' -0' LONG BRACING WIRE (4) TIGHTTURNS IN 11/2 ° , TYP. SEE 98/ FOR DECK ATTACHMENT 18 SELF- TAPPING SCREW CHANNEL RUNNER 4.5 NOTCH STRUT 1" \ PORTION OF 70P FLANGE 4.5 u6rrsdw4 SPACE NOT USED SHT. A - 702 SPACE NOT USED SHT. A - 702 SPACE NOT USED SHT. A - 702 8 WIRES TO UNDERSIDE OF DECK NTS SHT. A - 702 " z k40* ,� � ` `4-2 6 \5 MAX � , # eldH d,,, �11I0 ® � i� � b 4 41 NOTE: WEIGHING BE WIRES HANGER WIRES AT DIAGONAL ( S OEN FOR ATTACHMENT) LIGHT FIXTURE DIFFUSER DIFFUSERS AND FIXTURES SR IBC OR MORE MUST SUPPORTED BY FOUR HANGER (1 AT EACH CORNER) s - •A � ��•® ' '4 ° 7 - 4 : / SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 SPACE NOT USED SHT. A -702 1 1 COMPRESSION STRUT NIS SHE A -702 FIXTURE AND DIFFUSER MOUNTING NTS SHL A -702 (E) ROOF FRAMING ��� (E) PLYWOOD DECK W PURIM OVER (E) 4x WO PUR 2' x SUSPENDED GRID 4' HANGER WIRE (TIP.) ATTACHMENT FOR DECK\ 3' -0" TYP. � UNUTRUi P1346 (OR SIMILAR) W RIJt P1 / 3/8" DL4 THPOUG'1 BOLT i 1 1/2" I 1 '03 THREADED DOWEL, 8' O_C_ MAK f � � UNISTRUT P1047 RUING \ • BRACING WIRE FOUR DIRECTIONS, SEE 9B/- f( ��- i � -CON7 UNISTRUT P -1000 (2 TYP.) \ COMPRESSION � ,( _-7(E) FIRE SPRINKLER SUPPLY LINE / ,- ---1 - WIDE 1 ALUMINUM STRAP (2' Q.C.) � � CONT. 4' R ALUMINUM RAIN GUTTER (1% SLOPE; SOLDER ALL SEAMS; CONNECT cldpvtter:dwQ - -- - TO PERT. LEADER & DRAIN TO EXTERIOR) - 1 4 BRAMNGTUT 7 __ WIRES O AIN \ RUNNER CHANNEL 7 X X 6" MTL STUDS ON" O.C. W/ 5/8' GWB ON ONE SIDE (1YP -). SEE 11/- \ A.-71:i f L .___. SPACE NOT USED SHT. A -702 , 1 SPRINKLER LINE DRIP — CATCHER NTS SHT. A -702 �- CON METAL ANGLE (MIT AT CORNERS) 1/2' ''_ / \ �:�� / \) / / / , 3 5/8 ", 18 GA. MTL STUDS •- TYP. PERIMETER CONDITION ® '� COMPRESSION STRUT & BRACING WIRES NOT MORE THAN 6' O.C. z 12' O.C. - I' J. 6' -0' O.C. X MAX. j \ R24 BAIT INSULATION OVER ACOUSTICAL CEILING TILE TILE I :- 8" OR 1/4 LENGTH OF POP RIVET AT 2 LAPPED JOINTS \ PROVIDE HO STRUT IF DIMENSION EXCXC EEDS 1' -0" FASTEN ANGLES WI 1110 SHEET SCREW TO EA , STUD .. CHANNEL, WHICHEVER IS ONE ROW IR STRUTS AND LESS (TYP.) BRACING WIRES NOT MORE THAN 3' FROM ONE WALL I���1/ ' � \♦ �♦� .• I I I:I SPACE NOT USED SHT. A -702 1 7 DRAFTSTOP 3" = 1 - 0 SHT. A- 702 9 SUSPENDED CEILING TO GWB 3' = 1 -. 0 SHT. A -702 5 DIAGRAMMATIC PLAN OF SUSPENDED CEILING SYSTEM NTS SHT. A-702 Total Site Solutions Experts m brassion- Gbical Earth (=meats for Mme TTTaa 30 Yeas 8255 AIaMElIDALE Roan 6BTSACF-E,. FRU 26705 1-8843-780-531E- PROJECT TEAM SOM Skidmore Owing &MearRI ELF ONE FRONT SERFE' SAN FRANCISCO, CA 94111 I ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSV BILE, MD 26705 240737 -7200 REVISIONS CEILING DETAILS SCALE: As Noted DATE: 01 -24 -01 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200303 50% CHECK SET (09/15100) INTIIAL PERMIT (09129/001 BUILDING PERMIT (10/09P0) BUILDING PERMIT (102000) ISSUED FOR CONSTRUCTION 112303001 BUILDING PERMIT 1220.00 BULLE1N#2 012401 BULLETIN #4 03.15.01 RECEIVED CTTOFTUKWILA PERMRCENTER A -702 Total Site Solutions =om Experts ;an ea- Cr;kal Environments far More Than 30 Years PROJECT TEAM Siridmoae, Owings&Mc03R LLP ONE FRONT STREET SANFRANCISCO, CA 9411E I ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSV1LLE, MD 20705 240 -737 -7200 SCALE: AS NOTED DATE: 01 -24 -01 DRAWN BY DON L CHECKED BY: KB JOB NO.: 200300 REVISIONS H251 A.9.41ENEIALE ROAD 1-13133.780srrE SOM ee SRiFaW sr � Fwa9nN. MAT I S 2 I1/28/00 INITIAL PERMIT SUBMITTAL BOOED FOR CONSTRUCTION (12O300) BUILDING PERMIT 12.20.00 BULLETIN #2 01.24.01 BULLETIN 14 03.15.01 INTERIOR DETAILS RECEhvEB CITYCF11MWILA PERMITCENEER A -703 SPACE NOT USED SHT. A -703 SPACE NOT USED SHT. A -703 SPACE NOT USED SHT. A -703 SPACE NOT USED SHT. n -703 SPACE NOT USED SHT. A -703 2 -1" TYP 2' -1" TYP. 2' -1" PIP ALL INTERIOR CABINET AND DRAWER FINISHES MELAMINE 3/4 P.LAM CABINET DOOR ' - P.LAM CONT. SHAPED WOOD BLOCKING -- - - -- �� C © BACKSPLASH TO CABINET ABOVE P.LAM BACKSPLASH T CABINET PLASH 1-1/2" P.LAM SCR TO WALL FACE, P.LAM COUNTERTOP 1TP. 3/4" PIMA END PANEL HAM BACK PANEL 2' -4" P.LAM COUNTERTOP ° i ® TO CABINET AB OVE ABOVE S /ST SINGLE -BOWL SINK i 1 -1/2" P.LAM COUNTERTOP �- _ ® 4" �/ 2 DIACGROMMET ,, -1 N2 COUNTERTOP P.LAM - - - -i _ _ w/ PULLS ON CONCEALED OVERLAY HINGES TWO P.IAM FINISHED ADJUSTABLE SHELVES - dc-- P P.LAM DRAWER w/ PULL AND ROLLER GLIDE 3/4 P -LAM DOOR w/ PULLS ON CONCEALED OVERLAY HINGES, TYP. P.AM FINISHED SHELF ON ADJUSTIBLE SUPPORTS, TYP. I } �F ..\ - ±1^ - ^ N CONTINUOUS 2" 2" 1/8" I • � — 3/4" P.LAM DOOR w/ PULLS AND INTEGRAL RECESSED BASE ON CONCEALED OVERLAY HINGES APPROX. LOCATIONS UNDERCOUNTER REFRIGERATOR (N.I.C.) [1_1 • HOLES FOR PIN -TYPE SHELF SUPPORTS ® 2° CTRS x x STEEL ANGLE SUPPORT —3 DRAWER CABINET BEYOND SEE 11/- 12 CLEAR /_ UNDERCABINET LIGHT FIXTURE - T HOLES FOR SHELF SUPPORTS AT 2 VERT. CENTERS V OF SUPPLY AND DRAINAGE PIPEWORK A11 CABINETS TO BE A TO FACE OF FINISH WALLS, LLS, TYP. \ UNDERSIDE KSPIA OF CABINET TO � UNDE BAC P.LAM BASE \ J PLAN FINISHED BASE �\ \ NN 'ALL SURFACES IXPOSED TO VIEW PLAN FINISHED c top.dwq ALL INTERIOR CABINET AND DRAWER FINISHES WHITE MELAMINE UNO ALL INTERIOR CABINET AND DRAWER FINISHES WHITE MELAMINE UNO 23 BASE CABINET 1 1/Y = 1 -0" SHT- A -703 18 BASE CABINET AT SINK 1 1/2` = 1 -0" SHT. A -703 13 COUNTERTOP ABOVE REFRIGERATOR 1 1/2° = 1 -0" SHT A -703 8 UPPER CABINET 1 / 3 CONSOLE AT WINDOW / 1 - 1/2" P.LAM COUNTERTOP P�^"" �� W000 BLOCKING � , , - \•' : i :::;s /"Z I e�oI as � a s SP S an g � II Type. �I • I I I)' I}i/ AOach Flange Lap (Stagger) TSMS Ir// IIII (II tr Type: C Cabinets I I 1 I 7. ; 1" 11 /:// III II Metal Studs j As Scheduled t ! 2OGAx6 - Cent Metal Plate, 2 Bay Min Span A Min Attach 10 STSMS Type: Backing Plate Notes: 1. 20 GA Min Stud Type Required where Otherwise use Stud Types Indicated 2. Use the Screw S¢ edBelow to Mount Baddng Plate, U.O.N: '1)t t Attach each Stud Metal S Studs TSMS• As Scheduled \ 16GAx6"ConL Mti. Stud 2 Bay M e Span, Cut Flanges @ Studs, B Lap SPRc d Width Backing Plate Occurs, Type: C on Partition Schedule Full Height the Following Items tothe Upper rCabinets Sinks Mounting Screws Lavatories Attach each Stud (Stagger) Metal Studs� As Scheduled 14GAx6 "Cont. Mtl. Stud 2 Bay Min Span, Cut Flanges @ Studs CONT. SHAPED WOOD BLOCKING ` _ 22 COUNTERTOP EDGES TUTS SHT. A - 703 ` < I _ T - d, \ ` 1�; I ' I /�- -- I ,:l,. � / / / I ` I CONT. 2x ANCHORED TO PTN PER 6/- 2x3x3/8 x 4 LONG STL. ANGLE AT EA. END OF CABINET .FACE AND AT 2' O.C. MAX. Wf 2 -1/4" DIA. WD. SCREWS INTO 2x AND � 3/8 DIA HILTI KBII W/ MIN 2 1/2" P.LAM FINISHED �--,. BASE �\ u ` / IX FIN. FLR.� x \ / \ �,) Toilet Accessories Projelthons ... Mirrors BTack cards Grab Bars #14 STSMS Chalkboards 3. Badcirg: Plates to be Full Width of Component or 2 Stud Bays, TeiephoneBaccboards #tOSTSMS WhicheverisGreater Elevator Accessories 4. Plates to be Top & Bottom of Component Handrails Base Cabinets Drinking Fountains Electrical Panel Beards Toilet Partitions #12 STSMS ` " 7 taleogio' _ ® f I \I\ Ih 1 T 1 r 1 ON EMBED INTO SLAB - CONT- RUBBER BASE U.O.N. ALL INTERIOR SURFACES EXPOSED TO VIEW MALANINE FINISHED. P.LAM FINISHED DRAWER FACES / / 21 CABINET TO FLOOR SHT- A -703 1 1 CONSOLE CABINET 1 1/2" = 1 -0 ^.. SHT. A -703 6 _ BACKING TYPES NTS. SHT: A -703 Total Site Solutions =om Experts ;an ea- Cr;kal Environments far More Than 30 Years PROJECT TEAM Siridmoae, Owings&Mc03R LLP ONE FRONT STREET SANFRANCISCO, CA 9411E I ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSV1LLE, MD 20705 240 -737 -7200 SCALE: AS NOTED DATE: 01 -24 -01 DRAWN BY DON L CHECKED BY: KB JOB NO.: 200300 REVISIONS H251 A.9.41ENEIALE ROAD 1-13133.780srrE SOM ee SRiFaW sr � Fwa9nN. MAT I S 2 I1/28/00 INITIAL PERMIT SUBMITTAL BOOED FOR CONSTRUCTION (12O300) BUILDING PERMIT 12.20.00 BULLETIN #2 01.24.01 BULLETIN 14 03.15.01 INTERIOR DETAILS RECEhvEB CITYCF11MWILA PERMITCENEER A -703 DOOR, SEE SCHED. DOOR AND FRAME SCHEDULE ROOM NO. DR. NO. DOOR FRAME DETAIL NO. /SHT. NO. REMARKS ROOM SIDE ROOM NAME TYPE WIDTH DTH HT THK MAIL FIRE RATING FINISH TYPE MA, FIRE RATING FINISH JAMB THOLD. HEA D HDW orr NO. SCHEDULED PTN 1 BOX STUD HEADER too 100A WEB/CO-LOCATION - - - - - - P-2 P•3 - - - 1B (E)DOOR AND FRAME; PAINT OOORAND FIPME; M001FYFRAMEIN FlEID FOR ELECTFl. STRIKE 700 100B WEB/CO-LOCAMON A 34 34 194• WD P -2 1 FM P3 9A -704 20//0 -704 9A -704 1B 101 -104 - NUMBEflS NO7 USED 10.5 105/0 BATTERY B @4 T4 194' HM P -2 3 HM P3 14/A -501 19/A -507 20A °A -501 NA PAINT EXTERIOR FACE OF DOOR FRAMEq LOWER TO MATCH SLUG. 1 105B BATTERY A 34 34 73/d' WD 60 MIN. P - 2 1 HM 60 MIN. P3 S/A - 704 A - 7 9/04 NA - 704 lA SHOE AND SMOKE SEAL AT AM I • 108 - 109 NUMBERS NOTUSED _ - 110 11oA DATA WIRING (MEETME) q 34 T4 13/4' HM P - 2 1 HM P 1MA - 501 19/A - 501 21/A - 501 1A PAINT EXTERIOR FACE OF DOOR ANO FRAME TO MATCH BLDG. % j 6D MIN. RATED DODR; 110 1708 DATA WIRING (MEETMEO q34 34 73/4• WD P 1 HMP - 3 9A - 704 9A - 704 WA - 704 1A 110 110C DATA WIRMG(MEETME) A 34 34 13A' WD R2 1 HMP-A 9A -704 9A -704 6/A -704. iA ; I ■ 11/1 6" MIN. OVERLAP 1YP Y 5/16" UNDERCUT AT OTHER LOCATIONS #14 S.S. CTRSUNK SCREW 111 -119 - NUMBERS NOT USED 120 1 20A STAGING 8 E4 3 , 73/4' WD - 32 2 HM - P3 9A -704 9/A -704 6/A -704 6A ALUMINUM FRAME GLAZING 120 1208 STAGING B 34 7 13/4' NM - P.O 2 HM - P3 LEA -501 19/A -501 21/A-501 6A PAINTEXTE0IOR FACE OF 000R AND FRAME TO MATCH BLDG. / U 12" O.C. 121 -122 NUMBERS NOT USED - °.. 123 123 OFFICE A 34 34 13/4" WD - P -2 1 HM - P3 5/A -704 - 9A -704 7 UNDERCUT DOOR 5/16' 124 724 WOMEN A 34 34 1314' WD - P -2 1 HM - P.T 5/A -704 2A/A -704 6/A -704 7 GRAPHICS PER II /A -704 PLATE T I 4 FIN. S.S. THRESHOLD ACCESS FLOOR, NP. / 126 725 MEN A 34 34 1314` WD P-2 1 HM P3 9A -704 2A/A -704 6/A -704 7 GRAPHICS PER 71 /A -704 128 -134 • NUMBERS 135 135 CLASSIFICATION RM. A 34 34 13/4" WD P -2 1 HM P3 9A -704 2B/A -704 6/A -704 7 1� 7 j' TT 09570004 136 -139 NUMBERS NOT USED 140 140A ADMINISTRATION A 34 34 134' WD - P -2 1 HM - P3 5/A -704 9/A -704 9A -704 1A / e / � � I T �• / - _ ) \ I - __ PROVIDE 16 G0. $TL. BACKING PLATED STUD WALL 1 7 1 7 WINDOW HEAD SCALE 3 " -0" SHT. A -704 140 140B ADMINISTRATION A 34 T4 13/4• HM P -2 1 HM - P3 11/A -501 19/A.01 20/A-501 1 1A PAINT EXTERIOR FACE OF DOOR AND FRAME TO MATCH BLDG. 147 -144 - NUMBERS NOTUS@ - - - - - - - - - - - - 145 146A BATTERY A 34 84 134' WD 60 MIN. P -2 1 HM 600 MR P.O 5/A -704 9/,704 6/A -704 IA . � ... ; I / /� / 1 = 1' ; / ��_ 145 10513 BATTERY B @4 74 134 ' HM - P -2 3 HM - P-3 14/A.1 19/A -507 20/0/A -501 6A PAINT EXTERIOR FACE OF DOOR AND FRAME TO MATCH BLDG. 148 -149 150 150 NUMBERS NOT USED TELCO R OOM - - - 3 4 T4 13 - MA - - P•2 - 1 - HM - - P3 - 1 4/A.1 - 1 9/A -501 (BIM.) - 20//03 01 - - XT PAINT EFAIOR FACE OF DOOR AND FRAME TO MATCH BLOW. A _ L SECTION VIEW 500DULTO PIN RATB) WHERE OCCURS _ y GLAZING Q ALUMINUM FRAME A GLAZING 4 155. 155 BLDG. EQUIP.RWL 11.1110111111111111111111 - WD p•2 - 7 HM P P. 5/,704 ^ 9/A -704 8/A -704 1A �E) FRAME TO RE MAIN e 155 1558 BLDG. OWNERS EOUIP. EVA A 34 3 134' 156 -1: PLAN NEW 60 160A FIRE VALVE ROOM ,� �E Q�� : _ 134• WD - P -2 1 - P-3 5/A -704 , tom, ,. 160 160B FIRE VALVE ROOM A 34 74 1 We HM - P-2 1 HAI - P-3 14/A -501 19/A -501. (SIM.) 20/A -501 9 PAINT EXTERIOR FACE OF DOOR AND FRAME TO MATCH BLDG. 161 -164 - NUMBERS NOTOSED - - - - - - - - - - - 165 I65A ELECTRI A 34 34 "-' 6OMM. R2 1 HM 60 MM. P3 5/A -704 20/,704 6/A -704 1A � '1 ,�I• !'� r i i ¢ UNDERCUT DOOR STOP, THRESHOLD EXTENDS TO DOOR JAMB AS SHOWN TYP. :� +.= - ' CAL B 6 4 1314 P P3 14/A -501 19/A-501 21/A -501 BA PAINT EXTERIOR FACE OF DOOR AND FRAME TO MATCH BLDG. II - I 165 165C ELECTRICAL A 34 34 1 WD 60 1191. P - 2 1 HM 60 MIN. P3 9,704 20,704 @,704 IA 166 - 169 - !, B.: n .� - . - I - � - - • . - - - 170A SWITCH A ��� - 13K HM - P-2 7 / - P.T 14/A -501 .. (sIM.) 'A'.• 1 EXTE' •fl FACE OF DOOR AND FRAME TO MATCH BLD'G. 170 1708 SWITCH B @4 64 1 S WD - P-2 2 NM - P3 9A 704 20/A 9A - 704 DOOR TYPES DOOR FRAME TYPES 1YFE A. 7 ,w, B TYP ,. E 1. HOLLOW META. TYPE J 2 KUM METAL -_ DPE 1 MAW METAL W/ INTEGRAL LOU. 09570D04 20 SECTION THROUGH THRESHOLD AT ACCESS FLOOR 3/4" = 1' - 0" SHT. A -704 1 6 WINDOW MULLION SCALE 3 " =7' -0" SHT. A -704 CEILJNG EO. EQ General Notes Apply clear matte protective \ coating over face and all returns. F Mount sign flush. 1/4 thick acrylic panel ' o to door per ` manufacturer's written o 5 instructions. No /\ - GLAZING W ALUMINUM FRAME t---r---T — f +29.5 130.0' Ofl CONT. PLYWOOD_ (NIBUTTJOINTS) ACROSS FACE E I FLR M od " -- — Ir _U � ' 6 W 22 Y = D., U Q 7 ^ R, EC I Lii \ a � y I 7.r 1�+ � ,, DOUBLE STUDS � Copy Graphic Location raised 1/32°. O to be Brake dots to C. c T u match color of plaque. Room Door e.^. s Toi pp 1/4" thick acrylic panel Gra Hic for Wo s Toilet Room Doomr :!j +19.ACCSS 5' 1 I CV ( 5 FEE i' I , sit di, +l7 5 • : 1 9 PARTIAL WALL ELEVATION 1/4" = 1' -0" SHT. A -704 15 WINDOW SILL SCALE 3 " =1' -0 SHT. A -704 1 1 TOILET ROOM DOOR GRAPHICS NTS SHT_ A -704 Q it CEILING }- I ; CERAMIC DLE �CT BUUSNOSE TD "FV � C ET' "G t { SCHEDULED {` 1 ' SCHD OOR HOLLOW EDULE METAID FRAME t 1 7 ( ADMINISTRATION • RCT RESILIENT REDUCER STRIP CARPET PTN I o, 2B OCT CARP =Q WEB/ CO- LOCATION �.. I BATTERY ROOM I I - I METAL STUD FRAMING DOUR FRAME ' W WEB/ 1 " CO LOCATION 96"x14 ''' 6 "x14 08100012 / , SCHEDULED DOOR HOLLOW METAL FRAME L _ _ I HOLLOW METAL FRAME TRANSFER GRILLE CENTERED HORIZONTALLY ABOVE CRAG _ UNIT / -- j� SCHEDULED PEN FRAMING ON DOUBLE 10 "x16 GA. C JOISTS SPANNING 98" \ / CTl PELLNOSE CCARPET TI . A ( DOOR AS SCHEDULED I 08100D01 I I 2A 7A V T P = c c • • - 1 Qj -' ° O 1 4 O © UNIT ON : PEDESTAL MACE OF LONG OPENING IN SLAB CONT. 2x2x1/8" STL. ANGLE TO CFMF W/ DG I ' 96" x 24" GRILLE 96 "x24' DUCT 1 0 CT /CARPET TRANSITION AT KITCHENETTE 3 "= 1' -O•' SHT. A -704 6 H.M. DOOR HEAD 3' =7' -0 SHT. A -704 2 CT /CARPET Q 124 AND 125 VCT /CARPET © 135 SCALE: 3 =7 -0" SHT. A -704 , ( IN �I . lir ® HOLLOW METAL FRAME :b 1', H.M. FRAME 15 \ / T /8" 2 ®70 SLATE BEYOND RAISED ACCESS FLOOR I \. . , x3/1 '.. STL ANGLE IN CONCRETE ON THREE SIDES OF OPENING IN SLAB (MITRE CORNERS) / 0 STUD 24" O.C. AND 2" FROM EACH END (TYP.) SCHEDULED / I \ I tw CCESS WIC) Iii e ® DOOR NUAETIP/ SM / TO. (E_ S N - fT1I . A ® 1 RAISED ACCESS FLOOR (WIC) I I I i I METAL T.O: (E? SLAB - 1 . ♦ ♦ ° ` ®NON -RATED DOORS I /2 I I \ R S SCHEDULED I I 1 1 / # 09510004 60Min7'hold dwq — 1 8 SECTION THROUGH CRAG DUCT INTO BATTERY ROOM 3 = 1' - 0" SHT. A -704 13 SECTION THROUGH WINDOW AND CONSOLE 3/4" = 1' - 0 . SHT. A -704 9 SECTION THROUGH DOOR AT RAISED FLOOR 3/4" = 1' -. 0 SHT, A- 704' 5 H.M. DOOR JAMB SCALE: 3 " -V -0" • SHT. A -704 1 THRESHOLD @ 60 MINUTE AND EXTERIOR DOORS 3 " =1' -0" SHT. A -704 Total Site Solutions PROJECT TEAM I ENGINEERING, P. C. I SCALE: DATE: REVISIONS Experts in Afissiorz-aitical Emrir0BIItenLSfor More Timm 30 Years 8251 AlleriblEr...-E FIORD 8138.780SITE SOM Skidmocr Owings &Mandl LIP ONE FRONT SE00 r SAN FRANCISCO, CA. 44011 6251 AMMENDALEROAD BEC.TSV0LLE,MD20705 240- 737 -7100 MAY 1 222 DRAWN BY DON L. CHECKED BY: KB JOB NO.: 200303 50% CHECK SET (09115/00) INITIAL PERMIT (0929/00) BUILDING PERMIT 110/09001 BUILDING PERMIT (1020/00) BUILDING PERMIT 12.20.00 Q BULLETIN #1 01/04 /01 /\BULLETIN #2 01 24.01 BULLETIN #4 03.15.01 PERMRC67TTFJi As Noted 01 -24 -01 ISSUED FOR CONSTRUCTION (12/03/00) DOOR SCHEDULE & DOOR AND WINDOW RECENED CRY OFTUKWILA DETAILS A -704 STRUCTURAL NOTES: GENERA 1. ALL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, AS WELL AS THE MINIMUM REQUIREMENTS OF THE 1997 UNIFORM GUIDING CODE (uBC)_ 2. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL DRAWING$ AND GOVERN UNLESS OTHERWSE SHOWN OR SPECIFIED_ 3. DIMENSIONS OF BEING CONDITIONS ..OWN ON THE CONTRACT DRAWN. ARE DERIVED FROM THE EXISTING DRAWINGS AND MAY VARY FROM THE ACTUAL DIMENSIONS THAT DIET IN THE FIELD. VERIFY BY FIELD MEASUREMENT ALL DIMENSIONS, CURVATURES MID ELEVATIONS OF DIETING STRUCTURES THAT MAY BE REQUIRED TO LOCATE, ALIGN, DIMENSION. AND DETAL THE CONSTRUCTION SHOWN WNWN SPECIFIED TOLERANCES THE FIELD MEASUREMENTS SHALL BE PERFORMED PRIOR TO THE PREPARATION OF SHOP DRAWINGS AND INSTALLATION OF ALL ITEMS OF CONSTRUCTION_ ALL VARIATIONS FROM THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENUON OF THE ARCHITECT PRIOR TO THE PREPARATION OF SHOP DRAWINGS 4. ANY PORTION OF DIEING STRUCTURES (ie, REINFORCING BARS AND STUCMURA METIERS) NOT TO BE REMOVED UNDER THIS CONTRACT SHALL BE PROTECTED FROM DAMAGE DURING THE PERFORMANCE OF MIS CONTRACT AND ANY DAMAGE TO THE AMIE STRUCTURES OR ALTERATION RESULTING FROM CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ARCHITECT AT NO ADDNWNAL COST TO THE OWNER 5. CONTRACTOR SHALL RETAIN A PROFESSIONAL Da OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON TO OESIGN ALL TEMPORARY CONDITIONS ASSOCIATED WUH MEANS & METHODS INCLUDING SHORING, JACKING. BRACING AND UNDERPRNNG DAWN 2 - EARTIT LATERALS: ENGINEERED FILL NON - EXPANSIVE COMPACTED TO 95Z MEAN DRY DENSITY N EIGHT ITCH LIFTS MID PLACED OVER COMPACTED (E) CARARADE. GRAM. FILL- ASIA C33, SIZE 57 OR 67, CLEAN CRUSHED SIDLE OR GRAVEL FILL OR DACKFILL: NON- EXPANSIVE. NON - ORGANIC. FADE OF IRA. AND RUBAE OVER 6' ENGINEERED UGHIWEIGNT FIL ASIA C330 EXPANDED SUNS LIGHTWEIGHT COARSE NGREGATE BY BULITA OR EQUAL MANUFACTURED BY THE ROTARY KIN PROCESS DIVISION 3 - CAST -N -PLACE DIN RT1E 1. MATERIALS: PORTLAND CEMENT: .TI/ C150, TYPE L I. OR IL AGGREGATE ASTM C33 NON! -SHRINK GROUT: ME STAR PRODUCT'S FIVE STAR GROUT OR EQUAL PRODUCT. SHEET LATERALS: ASIA C171; WATERPROOF PAPER OR POLYETHYLDE FILL DWAAGE FILL, '. ASIA C33; S. N0. 57_ SAD: .M C144. NATURAL SAND_ WATER POTABLE, FREE OF DELETERIOUS WORMS. REINFORCING BARS: ASEM A615 GRADE ED_ WENDED WIRE FABRIC: UBC STRIA. 26-11_ DANOON ANCHORS (WEDS ANCHORS k HUI nix Boa, OR oink PRODUCT STANDARDS: AL CAST N PLACE CONCRETE SHALL HAVE A MNNMUN 28 DAY STRENGTH OF 3000 Pa ALL PADS SHALL BE PLACED LEVEL TO AC/ 302 6 30. WITH A S. TROWEL FRO. SUNDIALS SHOP DRAWINGS PLAN AND SCHEDULE, INCLUDING LOCATKIS OF STUART. T EXPANSION. AND CONSTRUCTION JOINTS AND WATERSTOPS CONCRETE MIX DEMOS, UST HOES REPAIRED AND WHERE EACH IS USER DIVAN 4 - STEEL 1. COTE .: STRUCTURAL SHAPES: AST/ A36. ASIA A572 GRADE 50, OR ASIA .8 GRADE 50. HOLLOW STRUCTURAL TUBES: AST/ A500 GRADE SUCTURA PIPE T AS TI A53. GRACE B OR AST/A.501. STRUCTURAL ANGLES, TEE. AND CHANNELS, AST/ A36, MUSS OTERWSE NOTED. STRUCTURAL PLATE: ASIA A36. STRUCTURAL FASTENERS: ASHY A325 -SC. UNLESS OTHERWISE NOTED_ DOLTS INTO CONCRETE: AST/ .07 OR EON_ UNLESS OTHER.. NOTED. 2. STANDARDS A ALL DETAILING. FABWATON AND ERENT N SHALL CONFORM TO THE LAESI EDIT.NS OF THE RISC. ARS. AND THE MINNOW REOIIRDffNTS OF THE 1997 ABC_ B. ALL WELDING SHALL CONFOR/ TO THE LATEST MON OF THE NTS STRUCTURAL WELDING CODE AND TO BE PERFORMED BY CERTIFIED VTIDERS. • SUNITALS A SHOP DRAWINGS COMPLETE FABRICATION AND '.RECTIDN DRAWINGS_ NOIRE SETTING DRAWINGS AND IMPUTES FOR COLMAN BEE PRATES. DW60N 6 - WOOD 1. MAIERULS, BLOCKING AND NAILS: CONSTRUCTION WCLB_ SIDS: WCUB SRAM. SOLD SAWN LUMBER KIN NO. 2 OR BETTER SOLD SAWN BEA. OR STRINGERS: WCUB OR WWPA NO. 1 OR BETTER SOLD SAWN POSTS AND Twos, MUM OR WWPA N0. 1 OR BETTER. PLYWOOD: APA STRUCTURAL 1 FIOEROR GROUP 1, 15/32" THICK UNLESS NOTED OTHERWISE. STRUCTURAL GLUED GR ED TIMBER ANSI/AIM A19A190.1. _ 7, 20F -V4 CAOUN WOOD CONNECTORS: VAN® CONNECTORS BY SIMPSON STRONG TE COHPA.T, INC_ OR EQUAL • STANDARDS: A A_ WOOD N CONTACT WITH CONCRETE SHAT BE PRESSURE TREATED. B. ALL WOOD FRAANG SHALL BE KILN DIED N 19.Y OR LESS MOISTURE COMING C. EACH PIECE OF WOOD FRAMING SHALL BEAR TIE GLADE OF THE WOOD SPEC. AND TRADEMARK OF THE OF THE GRADING AGENCY UNDER WHOSE NULLS THE MEMBER WAS GRADED. D. EACH PIECE OF PLYWOOD SHALL BEAR THE GRADE OF THE SHEET N ACCORDANCE WITH APA GRADING RULES E AL WOOD CONNECTOR HOLE SHALL BE FII I . WIH NAILS PER THE MANUFA]ORER'S INSTRUCT... NAILING SCHEDULE DESCRIPTION CONNECTION BRIDGING TO JOIST SOLE PLATE TO JOIST OR GIRDER SOLE PLATE TO JOIST OR BLOCKING AT SHEAR WALL TOP PLATE TO STUD, END NAIL STUD TO SOLE PLATE DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATE, TIP FACE NAIL DOUBLE TOP PLATE, LAP SPLICE BLOCKING BETWEEN JOISTS TO TOP PLATE RIM JOIST TO TOP PLATE CONTINUOUS HEADER, FACE NAIL EA PIECE CEILING JOISTS TO TOP PLATE CEILING JOISTS, LAPS OVER PARTMONS, FACE NAIL BUILT UP CORNER STUDS, EN PIECE A35 FRAMING ANCHOR 16d @ 16" O.C. 3 -16d PER 16" 2 -16d 2 -16d OR A34 FRAMING ANCHOR 16d ED 24 0.0. 16d © 16" O.C. 8 -16d A34 FRAMING ANCHOR A34 FRAMING ANCHOR @ 1 -4" O.C. 16d @ 16" O.C. A35 FRAMING ANCHOR 3-16d 16d ® 16" 0.C. , NAILING SCHEDULE A SCALE NONE CORNER 40db NOTES MINIMUM ANCHOR EMBEDMENT UNA. ATTACHED MATERW..� A36 THREADED ROD W/ NM & WASHER W/ DIAMETER d" (E) CON. BASE MATERIAL ® TYPICAL EPDXY ANCHOR 1 SCALE: NONE 1. PLACE VERTICAL REINF_ AT WALL CENTERU E TYP 2. SEE PLANS FOR WALL REINFORCENENC HOLE DRILLED TO STZE AND BRUSH CLEANED PER MNAUFACTURE. INSTRUCTIONS HIT HY 150 INJECTED CHEMIGL ADHESIVE BY our OR EQUAL PRODUCT O TYPICAL HOUSEKEEPING PAD 3 SCALE NONE NIEit¢CIfON O TYPICAL INTERSECTION DETAILS 5 SCALE NONE ,TYPICAL EMBEDDED BOLT 2 SCALE: NONE ® DETAIL 6 SCALE NONE v TYPICAL OPENING ® REINFORCEMENT 8 SCALE NONE 12- 7 ID FLOOR LEVEL EL- 1750' ,r U. " ATV JAN 2 4 2701 AS VOILE Total Site Solutions afmmWGmcPA[ Experts in Its&Foa- Carica1 Errvuortmentsfor More Than 30 Yeas 512510.,11.4CNIER wrt now. eas snu m e.s Acrzeds .ea11..1e0 -SITE PROJECT TEAM SOAP SkidmoXSOwm)N&MUTiII LIP ONEFRON STREEF SANFRANCUSCO CA 94111 c s i I ENGINEERING, P. C. 625I AMMENTTA7 EROAD 131 LTSVILLE,MD20765 240737 -7100 CamulbAhr REVISIONS SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 50x. CHECK SET 09/15/00 OSIED FOR PERM* 09/28/00 GILDING PERMIT 10/09/00 ESUED FOR 009ST001009 12/13/00 FRV�r : r .T� GENERAL NGfES AND TYPICAL DETAILS RIGHD INSUL (E) FLOOR SLAB C TEMP, REIN 26' -9' 24' -6' 7 L 0 0 CONC. SLAB SPAN DIR. RONF. T /CONC. SEE PLAN 2 -/5 CONT. 14 EPDXY DOWELS 0 2' -B' O.C. 2-15 CONT. G C FULL ( .-;SECTION AT WALL 2 SCALE 3/4 =1' -0' 12' -11 KEYNOTE S I ®I 6" THICK SUSPENDED SLAB ;TEMPERATURE REINFORCEMENT: L {40f O.G. T. RATURE INSULATION O ORC R MET 12 O.C_ USE RIGID INSU LATIR METAL !DECK TO FORM UNDERSIDE OF SUSPENDED SLAB. DO NOT 115E SAND OR HEAVY FILL (OVER 25 P(2) TO FORM SLAB_ O2 B' CAC FULL GROUT waits SUPPORTING SU�EEIDED LAD. HORQ. RENFORCENENT_ 2/5 N FlRST ''' VERTICAL REINFORCEMENT_ /4®32" O.C_ 0 HOUSEKEMNG PAD - COORDINATE SIZE AND LOCATON W. EQUIPMENT REQUIREMENTS -SEE 3/S1.1 FOR HOUSEKEEPING PAD INFIXNATON_ SIZE HOUSEKEEPING PAD 4' BEYOND EDGES OF EQUIPMENT TYPICAL UNLESS NOTED OTHERWISE. ® CONCRETE WALKWAY SLAB PLACED OVER Y CLEAN SAND OVER VAPOR BARRIER OVER ENGINEERED UGIOWETGHT FILL PLACE ENGINEERED LIGHTWEIGHT FILL TO A LEVEL r-Er BELOW THE ADJACENT GRADE LEVEL UNDER WALKWAY STRUCTURE -SEE 2/53.1 FOR WALKWAY INFORMATION. AON w (E) PILE CAPS ffi PILES BELOW (E) SLAB 0 J 0 J B , AT O SECTION AT WALL 3 SCALE: 3 /4 " =1' -0" 24' -9 " I 24'-6 1 24' -6 24' -er r . DEPRESSION ? 0 0 250' -0' 53 O PLAN AT GROUND LEVEL 1 SCALE: 3/32 " =1 " -0" O SECTION AT WALL 4 SCALE: 3 ° =1' -0 22' -3 1/16' 4 E9- 2C-6 0 0 EQUIPMENT SUPPORT STAND -SEE A/S33 O SECTION AT OPENING 5 SCALE: 3/4 ° =1' -0' 10 11 r 26' -9' r L_ J CONCRETE EQUIPMENT PAD -SEE 1/53.1 J f1TY Of TUKWILA APPROVED IAN 2 4 2V AS F `LD Total Site Solutions Experts in Marion-Critical Eurvirunments for More Theo 30 Years 8251 .VR.@loALE ROAD ENEETSVILLE_ MD 20705 1_8ea75osFFE PROJECT TEAM SOLI Skidmore, Owings & 112 ONE FRONT STREEF SAN FRANCISCO, CA 94!11 s in 1 ENGINEERING, P. C. 625T AMMENDAALEROAD BELTSVI LE,MD20705 240- 737 -7200 Cagegoelbc REVISIONS CU • CO EC r -C oo) N_ < - 5 03 n co ✓ � M cl) SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 5016 CHECK SET 09/15/00 ISSUED RR P010KT 09/28/00 MUM PEHGT 10/09/00 ISSUED FOR COTSTRUCOON 12/13/00 REC'cNFJ GROUND FLOOR FRAMING PLAN S2.1 1 „ „o -,sr 4x12 4 4x12 4 4x12 4 _ 4x12 4 4x12 4 4,02 4 4x12 4 4x12 4x12 4 DO D DO D DO D DO D DO D Dfl 0 00 W W D DO DO - D OD '" D DO D DD D DO D D0 D DO D DO D DO W DO W '" D DO D DO D DO D DO D DO D DO D DO D DO D DO DO D 1 .o -,e LUS410 HANGERS TYP- (E) GLB 8' -0 (E) PLYWD (E) 2 x RAFTERS NOTE LIMIT LOAD TO ADDITIONAL FRAMING TO: • 900 LBS MAX. PL LOAD OR • 72 PLF MAX, UNIFORM LOAD DETAIL AT ADDED MEP O 2 SUPPORT SCALE: NONE 4 x 12 H3 TIE @ 8' -0" O.C. PLAN AT ROOF LEVEL 1 SCALE: 1/8 " =1' -0" 10 ZZODO CITY OF TUKOIL APPROVED JAN 24 2011 Total Site Solutions Expert irt Eavironawnts for More lima 30 Years cast alm.1mwr_E ROAD 16.E-7svn1E- am arm s��aosrE PROJECT TEAM OertaaEc govt skM==le,Owmgs&Men3B LEP ONE FRONT STREET SANFRANCISCO, CA 941/1 c s i I ENGINEERING, P. 6251 AMMENDALERDAD BELTSVILLE, DID 20705 240 - 737 -7200 SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 REVISIONS 50.! CHECK SET o9/15/00 94W FIR PT 09/28/00 BUILDING PERMIT 10/09/00 ISSUED FOR CONSTRUCTION 12/13/00 ROOF LEVEL FRAMING PLAN S2W2 CS MS CS MS CS MS CS MS CS L -J L -J L -J ® I - s -4a 1 SO SW SO SW sE a L -J � if $ J r _' „8 -,S C_ I L -J I :1 I L -J I '..:, I ® L -J 1 I �, I L -J 9A1Z t®4f g r — � 9. it L_J I aJ ! . I ",1) I L J X r7 Cs L_J „9 -,66 SW SO 51^1 S9 SW S - ` I , I L J r '1 1 [) I L -J i 1 , I \ / X J - 14®,2T 140,26 ,140iZT i 14®,28 I `' I �^ - 1�1T , `, ; L- J 140129 #�12T a I ��' L -_I ,- - J CONCRETE EQUIPMENT PAD r THICK, SUPPORTED ON CO - o ;Tp -J L -J SO SW SO , SW SO I C) I L -J 1 f:1 I I L J I �, I L- J -,9 I `, I L_J S 50 TON EMBED SD' -0" PLACE THREE TO PLACING DRILLED CONC. PILES 6' INTO BOTTOM OF LONG BID LENGTH INDICATOR PILES PRODUCTION PILE CAP PRIOR PILES ,9 -,Lt „4-,9 _ - _7 J L LT . -6"! 13' -4' 13'-4' 13' -4' 2' -6' fi Y r -- I I C) I L -J r -- T r - "l r -- I I ;,1 I L -J I 'r) I L -J ■ Cl I L -J i 45 -0' PARTIAL PLAN AT O TRANSFORMER PAD 1 SCALE: 3/16"=1 O SECTION AT WALKWAY SLAB 2 SCALE: 3/4 " =1' -0" ® SECTION - AT CONTROL JOINT 4 SCALE :3 /4 " =1' 8 -14 DOWELS (3 PER SIDE) DOWELS ( SE R E /531 1111 III, III- CONC. PIER - SEE 8/53 -1 () SECTION AT PILE 6 SCALE: 3/4 " =1' -0" A SUPPORT r SUPPORT 11111I111aIlElIC- II�II�II�iIIL�i_ � I I� I I� I I� I I� I vmrrtl TtEO LIGtTiwT FILL L1 /4 LI/ NOTFS NORTH /SOUTH BARS AT OUTSIDE LAYERS TYP. L1 /3 50R NORTH /SOUTH BARS AT OUTSIDE DYERS TYP 1212'X6016 WELDED WOE FABRIC O.N.O.-SEE PLAN CONC. SLAB -SEE PLAN FOR SUB THICKNESS 2" SAND OVER VAPOR BARRIER VAPOR BATTLER 3" IN 5" MAX L1 CQIIROL JOINT 1/8" moist 1/4' DEEP CONC. SUB -SEE PUN FOR STAB TRIMNESS I�II�II- JIIILfll� � I Il ll I IEHF F � o TION R COW SUB - SEE PLAN 14 SF. BARS TIP_ CONC. PILE CAP - SEE PUN 4-15 TXS EA_ WAY PUN LAN FOR S 7FICI FOR AND REINFORCEMENT SEE PLAN FOR SUB THICKNESS ANTI REINFORCEMENT SLEEK TYPICAL MIDDLE STRIP EXPANSION JOINT FRIER TYPICAL COLUMN STRIP T /CONC. SEE PUN H 11-11 L -111- 111- 11 -111- 1 -111 -111 =1I I I -I I I I l SEE INFORMAT IO, N FOR '� I I— III — III - - III —I I I- O r AT EXPANSION JOINT SCALE: 3/4 " =1' -0" CONC. SLAB -SEE PUN FOR THICKNESS AND REINFORCEMENT \ O SECTION AT SLAB EDGE 5 SCALE: 3/4 " =1' -O 501< MAX. NIT S. 6/S3_1 ONO 8/S3 -1 ® SECTION AT PILE /SLAB EDGE 7 SCALE: 3/4 " =1' -0" L1 /3 C SUPPORT LI /4 I L2/4 11/4 3J I Li/8 1 L2/8 I MA7C i MAx_ MAX q SUPPORT L1/8 12/8. MAX L2/4 SDS 12/3 L2 1451 ISOLATION J OINT 140 2' -0' LONG DOWEL 0 1' -6' ID MID -DEPTH OF SLAB T /CONC. SEE PLAN (E) CONC. SLAB OR ADJACENT GRADE � 2 15 COIN. PIER CAP BEYOND { ELEVATION AT DRILLED ® CONCRETE PIER U SCALE: NONE 1 3 CIR CULM DES WITH 4' O.C. AND WDH 3" CCR CODER 6 -16 LONG. BARS CIRCULAR PATTERN 18'0 DRILLED PIER CONC- UNREINFORCEB PORTION OF CONC. PIER CITY TUKWLA APPRO VE® JAN 2 4 2U41 NOILD Ji 1 Canadteets REVISIONS Total Site Solutions ar "Micm�t - ExpeAtsmbffssion -CRMca[ Envimurremsfor More 27mn30 Yeas cent AuIMEPIE ME ROAD. ea 1.1.2070_, t88S760Sre PROJECT TEAM SOFT S(Odmore,Owings.M - B LLP ONEFRONT STREET SANFRANCISCO, CA 44111 c s m ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSVILLE,MD16785 248- 73T -7200 SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 5Ri. QEOK SET 09/15/00 tSSUED FOR PERMIT 09/28/00 BL40910 PERINT 10/09/00 ISSUED FOR CONSIR000 9 12/13/00 crrio n PARTIAL PLANS SECTIONS AND DETAILS S3.1 3311 South 120th Place Tukwila, WA 98168 ADJ. GRADE \ 9" 12 j_01'04111_= FRO.CTION BoARD ovER ..HALTIC BENTONITE--. ENGINEERED mew. FILL 4-I4 T. SECTION @ RAMPS SCALE 3/4"=1 0 co:_ WAU_ 7 2 PUS EA_ SIDE EPEJF EA. SIDE CORN NOTE SEE 5/53.2 FOR swum' ABBREVIATIONS C PARTIAL PLAN SCALE: 3/16=1 E) FLOOR SLAB - (E) CONC. FOOTING CONC. WALKWAY Tc,4Wt I I I = C TYP. EXPANSION JOINT AT WALL r", ...DETAIL SCALE: 1 1/2=1'-o SCALE: 1 1/2=1'-O" CO 6 - nice SUSPENDED swe SPAN DIRECTION REINFORCOAENT: #4012 0.C. TAB TEMPERATURE REINFORCEMDIT. #3012 0.C. USE RPM INSULATION OR MET. DECK TO FORM UNDERSIDE OF SUSPENDED SLAB. DO NOT U. SAND OR HEAVY FILL (OVER 25 PCF) TO FORM SLAB. O L 8 GNU FIRL GROUT . T WALLS SUPPORTING SUSPENDED S. HOF.. REINFORCEMENT: 45 IN FIRST COURSE VERTIC. RBNFORCEMENE 14032" 0.C. HOUSEKEEPING PAD-COORDINATE SU AND LOCATION WITH EQUIPMENT REQUIREMENTS-SEE 3/SI.1 FOR HOUSEI.PDIG PAD INFORMAIION. S. HOUSE.EPING P. 4" BEYOND EDGES OF EQUIPMENT TYPICAL UNLESS NOTED OTHERWISE CONCRETE WALKWAY SLAB PIACED OVER 2" CLEAN SAND OvER VAPOR BARRER OVER ENGINEERED LIGHTVEIGHT FILL PUCE DIGINEERED L.ITVPOG. FILL TO A LEVEL 1 BELOW THE ADJACENT GRADE LEVEL UNDER WAU<WAY STRUCTURE-SEE 2/53.1 FOR WALKWAY INFORMATION. T/CONC. SEE PLAN C SECTION @ STAIR J SCALE: 3/4=1'-0 (E) CONC. BLDG W. IWO PART POLYUREIHANE SEALANT (2 PUS) EXPANDED POLYETHYLENE EXPANSION JOINT FRIER (EPEJF) CORK JOINT FILLER, Remo.: NON-EXTRUDING (CFRN) ASPHALTIC earroerre WI PROTECTION 80. AGAINST (E) BLDG. TfP. KEYNOTES 215 CONE- \ a ; wft TYPICAL RISER PROFILE SCALE. 1 1 /2"-.. V-0" f4012 ADJACENT GRADE T/OONG. VARIES SEE RAN ARCHRECTURA, FRI WHERE CCCURS 1 VARIES • -3 WIDE 0 TOP OF RAMP 2 WIDE 0 DOI OF RAMP MEIT17111MTM 14012 E.W. T. SEE PLAN ARCHITECTURAL FILL WHERE OCCURS [C) (sEE LEcoc) ENONEERED UGHTWEIGHT FILL TM. 4 WO SECTION @ RAMPS \,,...! 5- 3/4=1O R IW 7 40 T 4 C .5 ' 0' ' CITY 4JV AN 2 Zi301 AS A■J'ILD Total Site Solutions_ E,Tperts Itrisslon-Critical Environments for More Theo 30 Years 8251 ANNIMENDASEE RCM. EllECTSVIELE.169:. 20705 -8138,781X-SITE PROJECT TEAM SOM Skiciatore„Ovaings&Merc11 LLP ONEFRONT STREET' SAN FRANCISCO,. CA 94111 iabilwet ENOwer, ENEINEERING, P. C. I 62.5I AMMENDALE ROAD BELTSVILLE, MD 20705 240-737-7200 Camultmbw REVISIONS SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 50% CHEZ SET 09/1S/00 ISSUED FOR PERMIT 09/28/00 BUILDING PERMIT 10/09/00 ISSUED FOR CONSTRUCDON 12/13/00 CITY TUKWILA PARTIAL PLANS SECTIONS AND DETAILS S3.2 v ° v PARTIAL PLAN AT ° EQUIPMENT STAND A SCALE: 1 /4 = 1' —O' RETURN 1 Tag O DETAIL (E) CONC. WALL ° TYP. FRMG. DETAIL „r C 6 DETAIL SCALE 1 1/2'=1 - -0 - DETAIL SCALE 1 1/2 (E) CONC. W. 4 O TIP. FRMG. DETAIL SCALE (E CONC WALL 3/4'0 WEDGE ANCHOR 1YP. CTS POST 7 DETAIL ® DETAIL 10 SCALE 11/2 -0 FACE OF ARCH. FINISH WHERE OCCURS X2000 -'557 CITY OF TUKCiULA APPROVED JAN 24 no CS NuieU s PO 5X27 Al Total Site Solutions arampwcm�a Experts in 1(.554ml-0:ideal for More Thaw 3O Yeas 6x„ =ACME. eH.TBV,IE, Mm 20105 PROJECT TEAM SOM SkithWW e,Oae,ngs &M ®4 LFY ONEFRONT' SANFRANCISCO. CA 94111 ENTINEERING, P. D. 6251 AMMENDALEROAD BELTSV1LLE,MD 20705 240 - 737 -7200 SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 REVISIONS 50% C11EOC SET 09/15/00 ISSUED FOR PERMIT 09/28/00 OUIDM PERMIT 10/09/00 SSUED FOR CONSTRUCTION 12/13/00 REGEfVEC PARTIAL PLANS SECTIONS AND DETAILS S3.3 I `� I ® 0 ■ ,\ I I P' RI' Ne w W12x14 C6x115 L - - [i1 Lo-s0 © ® W1,14 115 ` 0 o WiF g\ 0. h�. Q ® i I `) I I L —__I A / v ° v PARTIAL PLAN AT ° EQUIPMENT STAND A SCALE: 1 /4 = 1' —O' RETURN 1 Tag O DETAIL (E) CONC. WALL ° TYP. FRMG. DETAIL „r C 6 DETAIL SCALE 1 1/2'=1 - -0 - DETAIL SCALE 1 1/2 (E) CONC. W. 4 O TIP. FRMG. DETAIL SCALE (E CONC WALL 3/4'0 WEDGE ANCHOR 1YP. CTS POST 7 DETAIL ® DETAIL 10 SCALE 11/2 -0 FACE OF ARCH. FINISH WHERE OCCURS X2000 -'557 CITY OF TUKCiULA APPROVED JAN 24 no CS NuieU s PO 5X27 Al Total Site Solutions arampwcm�a Experts in 1(.554ml-0:ideal for More Thaw 3O Yeas 6x„ =ACME. eH.TBV,IE, Mm 20105 PROJECT TEAM SOM SkithWW e,Oae,ngs &M ®4 LFY ONEFRONT' SANFRANCISCO. CA 94111 ENTINEERING, P. D. 6251 AMMENDALEROAD BELTSV1LLE,MD 20705 240 - 737 -7200 SCALE: AS NOTED DATE: 12/2000 DRAWN BY DNI CHECKED BY: DNI JOB NO.: 200303 REVISIONS 50% C11EOC SET 09/15/00 ISSUED FOR PERMIT 09/28/00 OUIDM PERMIT 10/09/00 SSUED FOR CONSTRUCTION 12/13/00 REGEfVEC PARTIAL PLANS SECTIONS AND DETAILS S3.3 1. THE CONTRACTOR SHALL COMPLY WITH THE LAW, OROINAN., RULES. AND REGULA110NS OF ALL GOVERNMENTAL AMMONITES HAVING JURIS ICION. OF THE NATIOWLL EIRE PROTECTION ASSOCIATION, OF TIE NATIONAL ELECTRICAL CODE, AND OF TIE PUBLIC MUTES WING JURISDICTION OVER ANY OF THE SYSTEMS HEREIN SPECIFIED. ENE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSAR( PERMITS, INSPECTION, AND APPROVALS 10 COMPLETE THE PROJECT WORK ALL CERTIFICATES SHALL BE N OUPUCATE AND BE DE1MOED TO TIE OWNER'S REPRESENFAINE 3. THE SITE LOCATION AND ROUTING OF SYSTEM INDICATED TO HAVE NEW CONNECTIONS MADE TO DE11 ARE SHOWN ACCURATELY AS FED CONDITIONS WOULD PONE- BIDDING CONTRACTORS SOUL VISIT THE SE AND THOROUGHLY 10010€ NE CONTRACT DRAWINGS. CO TRACTORS WHO DO NOT VISIT DE STE MAY OF UNIWERALLY NOT PERMITTED TO 9Ail0T A BID E THE OWNER SO DECIDES. ALL EXISTING COMMONS SHALL BE M ADEN MD DEN EXACT LOCATION MIRED. THE CONTRACTORS SHALL REPORT TO THE OWNER. BEFORE REM. A BID, ANY COMMON WHICH MIGHT YALE TIE INSTALLATION OF TIE REQUIRED EQUIPMENT A PROD. NO CONSIDERATION OR ALLOIYANCE WILL BE GRANTED FOR FAILURE TO NYESITGATE DEISM COIXDO S OR MISUNDERSTANDING OF DIE CONTRACT DOCUTA TS 4.THE CONTRACT DOCUMENTS SHALL BE CONSIDEFED AS DIAGRA101A110 AND FOR BIDDING PURPOSES ONLY. MENTION IS CALLED TO THE FACT T 01 HIQO E THE DOOS ARE GENERALLY TO SCALE AND ARE AS ACCURATE AS TIE SCALE WILL PERMM ALL DEO.. Damon SHALL BE DEN... N THE FEND. THE DRAWINGS ARE NOT TO BE CONSIDERED AS CONSTRUCTION DRAWINGS. THE °RAVINGS DO NOT INDICATE EVERT RIME, ELBOW OFFSET, VALVE PURL BOX. OR S AMAR COMPONENTS WHICH ARE RECUR. TO, N9AE PROPER NSTALLATIOLL PROVIDE ALL NE.SSARY OFS_TS AND RM. 10 INSTALL THE SYSTEM AS DIAGRAMED AT NO ADDITIONAL COST_ S DRAWNGS DO NOT INDICATE EVERY FITTING, ELBOW. OFFSET, VALVE, PILL BOX, OR 5D11AR COMPONENTS WHCH ARE REQUITED 10 COMPLETE DE PROJECT WORK. PREPARE FELD COSIRUCDON DRAWINGS IF NECESSARY FOR OR AS REQUIRED 10, NAXE PROPER NSMUA11Ol PROVIDE ALL NECESSARY OFFSE6 AND MINE TO NST. 15€ SISTER AS OAGRAYMD AT NO ADDMONAL COST. 6.11E CONTRACTOR 9RA1 REMOVE ALL EQUIPMENT NOT INDICATED TO BE REUSED TO A DESIGNATED 1DCA1100 AT THE PROJECT SIE AFTER THE EQUIPMENT HAS BEEN ASOTIWD FOR INSPECTION BY THE OWNER AD FOSSE.E 111101101. ALL EQUIPMENT NOT 70 OF RETAINED BY HIE OWNER SHALL BE REMOVED FROM DE S T BY HE CONTRACTOR ALL EOIPMEN1 AND MATERIALS SHALL OF NEW, UNLESS INDICATED OTHERWISE AND THE CURRENT MODEL FOR 01101 TIE REPIM.EIANT PARIS ARE AVAILABLE 7_ SBSTDUDONS MILL OLY OF ACCEPTED AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE OR THE ENGINEER. 8 TIE CONTRACTOR 9401 INSTALL EQUIPMENT AND YATEWAI.S N ACCORDANCE WITH THE BEST ENGINEERING PRACTICE HE CONTRACTOR SHALL Rk10W THE MANUF.ACRRE'S PIBJSHED NSTALIADON INSTRUCTIONS AND REMAREHDAl10N5. TRESS INDICATED OTHERWISE 9. NE CONTRACTOR SHALL FURNISH MO INSTALL ALL SOARED AUXILIARY ITEM COMPIEIE 10_ ALL EMINENT SNNA. OF MU11ID VIBRATION FREE 11_ PROECT EQUPYEN1 AND MATERIAL SHOP ORAWNGS ARE TO BE 91BYOTEO FOR REVIEW BEFORE DISTALIAOO L SUBMIT SIX (6) COPES OF SHOP DRAWINGS TO THE ENGOIEER FOR REVIEW_ 12. TIE CONTRACTOR SRW.L *STALL ALL DUCTWORK, PIPING, RACEWAYS. CIRCUITRY. CONDUIT EEC, AS HIGH AS POSSIBLE TO MA RRIE HEADROOM_ RUN PARALLEL OR PPEINCUM TO THE BUILDING WALLS N A NEAT WORKMANLIKE MANNER MOD CO/DUCT WITH EXISTING EOUPIENT. LINTS CABLE TRAYS, ETC. E SUE 00.11. HAM , TIE CONTRACTOR S REROUTE COMIICTING PROJECT W11RK AS DIRECTED 011 BY I5 WITH EO DOES TI OlE OWNER'S REPRESEIGTWE AT NO AMORAL COST 13. THE CONTRACTOR SHALL REPAIR ALL 01000 S IN WALLS, CEILING, RIO., ETC., WHOM ARE CREATED Br DE MMER AND /OR !EW PROJECT WORM THE REPAIRS SHALL OF WITH WJDUN_ AND RMSH D TO MATCH ER NG. CPO.. AND PEPETRADONS N TIRE RATED PARTUORS OR DUCTWORK SHALL BE SEALED WITH U.L APPROVED FBE SOPPING MATERIAL TO MAINTAIN FIRE RESISTANT INTEGRITY_ DUCTWORK AND PIPING SHAT BE CAPPED. SEALED AR AND WATERTIGHT AND NSAATEO TO MATCH ELbM . 14. UPON M.O. OF THE WORK. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE CONTRACT AREA AND ALL OTHER AREAS USED FOR STORAGE STAGING, ETC. TEAS MEL INC.. BUT NOT BE WAITED TO MORE AN/OR REPA0RRG GLASS, REMOVING SPOTS MID STAINS. CLEANING ALL F01010 AND WA901G ALL FLOORS, WALLS, AND CEILING E APPROPRIATE 15_ ALL MEEK. MATERIALS AND WOWOUN°. SHALL BE GUARANTEED IN FULL FTDY DEFECT FOR ONE YEAR DE DATE OF FINAL ACCEPTANCE OF THIS WORK BYTHE OWNER'S REPRESENTATIVE 16. DE CONRACER SHAT TEST ALL MEANT RSTA ED LIMN N. CONTRACT AND DEMONSTRATE TO THE OWNER'S REPRESOOATAE TS PROPER OPERATION(S). 17. PROTECT THE EOSONG BOUDM SURE/FIRE AARL1 DEFECTION SISTER AS REMA ED TO PREVEM FALSE PLANTS W17L1 THE PRO1CT CONSTRUCTION AREA 18 PROVIDE ACCESS COORS N !ROYAL CEDJNGS AND PARTMOS TO SERVICE EM MET: BALANCE DIFFI197S, AND DFOSE JUNCO. BOXES. COORDINATE THE EXACT LOCATIONS AND SD1E OF FLANGE LESS ACCESS DOORS NTH THE AROZE. 19. REQUITED COSTING S1SEL SHUTDOWNS SHALL BE COORDINATED N WRITING WI11 DE OWNER'S REPRF$NTATNE A MINOAN OF 48 HOURS N ADVANCE 20. COONDNATE ROUTING OF DUCTWORK AND LOCATION OF DIFFUSERS COMB THE L04UNG FUTURES AND LINK DEVICES_ 21. THE CONTRACTOR SNAIL BAANCE DE A& L 041. AND SUBMIT FREE (3) COPES OF THE FAN. BALANCE REPORT TO DE ENGD R FOR REVIEW. ALL BAANCJNG SWl BE PERFORMED N ACCORD.. WITH THE PROCEDURES AS MANE BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU. (NEBB), OR DE ASSOCIATED AR BALANCE COUNCIL. (AABC). DE CONDUCTOR SNAIL FURNISH AIL LABOR. INSRUYENHS, TOOLS AND YA100119 AS REDID. FOR THE TESTS. 22_ THE CONTRACTOR SHAT SUBMIT SO (6) COPIES OF SHOP DRAWINGS FOR THE BE ENT AND MATER..5 TO THE ENGINEER FOR REIIEW. 23. RIGID DUC.MORK CONSTRUCTION AND NSTALLATON SHALL BE N ACCORDANCE WITH THE HHVK DUCT CONSIRUCON S1MDA OS -METAL AND FUMBLE- 1985 EDIOON PREPARED BY THE SHEET METAL AND AIR COMMONERS CONTRACTORS NATONA_ ASSOCIATION, NC.(SMACNA). THE RED DUCTWORK SHALL ALSO BE IN ACCORDANCE WOO PREVAII.01G LOCAL CODES. MEETING THE REOIRIMTNIO OF THE APPLICABLE SEC.. FOR TIE PARDCUAR SERVICE OF THE DUCTS ENS_ 24_ DUCTWORK 08113/90N5 NDICA. ARE CLEAR INSIDE DUCT NE N.. AND SHALL BE INCREASED, AS ROAMED. ED. TO COMPENSATE FOR WEAR THICNESS OF ANY DUCT (INNS 25. PAR F DUCTWORK 9001 BE INSULATED CLASS 1 AR DUCT LISTED BY UIIOFIBVRRE7R5 UBOIATORES, NC- (UL) PUBUCATKXR LIE 181_ FLEXIBLE DUCDVORK SHALL BE THBRMARDE G -KY. 26- CONECMN TO SIEETMETAL DUCTWORK SOUL BE MADE WITH HEW GAUGE SPIN-IN TYPE FILINGS WITH INTEGRAL VOLUME RAPER SEAL THE FIDIOE DUCDERK EMS AT THE REM DUCWORK AND CE1t1NG DIFFUSERS TO 2' POSMVE PRESSURE 27_ FLE03. DUCTWORK SRWL OF SUPPORTED FROM THE BU NILE STRUCTURE AS REM.. TO PREVENT SAGGING. DE MAXIMUM LENGTH OF Aram F DUCTWORK SHAD. BE 10' -0'. AMMAN. REQUIRED LENGTHS SHALL BE RUN IN RIGID ROUND. 28 Ob SCE 1010 SUPPLY AR CLICTW(NBC SHALL BE INSULATED 1 -1/2' MCA. 3/4 POUND DENSITY WRAP. DIVE TAP 0015 2 01 1 SEAL WITH MASTIC. PIN *ISOLATION 16' ON CENTER FOR DUCT SIZE OVER 24'. INSULATION 911AL1 BE EQUAL TO 1ERTAOELD 'STAND. DUCT WRAP'. K =0.30 AT 75 DEGREES F. INSULATE AU. SUPPLY AR DUCTWORK THAT IS NOT SOUND UN.. 29. DUCT SOUND LINING SHALL. BE 1' 1MCK. 1 -I/Y POUND DENSNY PER COBOL FOOL K=0.29 AT 75 DEGREE F. MAN 10001100 I RE WITH A SMOKE ON ONE SIDE FRE HAZARD CLASSIFICATION SHALL NOT EXCEED 25 FOR FLAME SPREAD A 50 FOR SMOKE DEVELOPED. LINING SHALL BE INSTALLED IN STRICT ACCORDANCE WEN THE REQUIFEL♦ . E THE LATEST SMACNA DUCT LINER APPLICATION STANDARD. LINING SHALL (E EN . TO CERTAINEED ULTRAIiE MECHANICAL GENERAL NOTES 30. DIFFUSERS. SHALL BE SIZED AS INDCATED AND D150NED TO DISTRIBUTE THE AIR 9LANIt0Y EVENLY OVER THE SPACE INTENDED WITH ALLOWANCES FOR DIFFUSION, SPREAD, DROP MID THROW THE.OFA1SERS. RI:O57E.. AND GRILLES SHAD. BE FACTORY FABRICATED OF STEEL AND /OR AWMEDM CONSTRUCTION FIRED TRH A ANNE ENAMEL PANT. DIFFUSERS AND GRILLES SHALL BE TESTED AND LISTED UNDER THE AIR DFFUSION 90010. (ADC). TEST CODE AND EQUAL. TO MODELS INDICATED. 31. COORDINATE EXACT LOCATION OF DIFFUSERS WITH LIGHTING FIXTURES AND 015TING AR COMMONS DEVICES 32. GLYCOL PPE SHALL BE BUTT WELDED, SCHEDULE 40, BLACR.. SIEELL PPE WITH BUTT WELDED TONGS OF COMPARABLE THICKNESS WITH HE PIPE BONG USED. SIZES 3' DIAMETER AND SMN0LR 90011 BE TYPE' L" SOFT DRAWN COPPER TURING 125 PSI WROUGHT COPPER SLYER SOWER SWEAT MMES. 33. HOT AND COW PPE SHALL BE TYr` L' HARD DRAWN COPPER. 34. CONDENSATE DRAIN PIPE SHALL BE TYPE It HARD DRAWN TUBING WRH COPPER ITRB(00 35. GLYCOL, COW WATER AND HOT WATER PPE INSULATION: SHALL BE 1-1/2" THICK DCID MOVED G!A'S FIER PIPE INSULATION WM1 ASJ TYPE FACTORY APPLIED JACKETING WITH A 'K FACTOR NOT €XCEIDNG 025 0 75 DEGREES F. MEAN AND A DENSITY TO 4 . /CU. FL DENSITY. 36. CONDENSATE PIPE INSULATION: SHALL BE 1/2' THICK CLOSED CELL INSULATION EQUAL TO Af06TR NG- ARIY011( RATED FOR CEILING PLENUM RETURN. FIRE HAZARD CLASSIFICATION. SHALL . NOT MET 25 FOR RAE SPREAD AND 50 FOR SMOKE. DEVELOPED. 37. BURNETT VALVES SHALL. BE EQUAL TO 010100 MODEL 85R. NO S1B.BMIONS. VALUE °COY SHALL L BE CAST IRON OR SAO- STEEL -WMIH STARLESS - STEEL - SOAFT; OFFSET- TYPE - BRONZE OR -SEMI-SOP MC7EE. COATED DEC. BRONZE OR STAINLESS SIEE_ TEFLON COATED BEARING. SEAT AND SEAL MATERIAL SHALL BE ERN 90040r FOR GLYCOL USAF AND SHALL PERMIT FULL CIRCLE SEATING_ VALVE SHAD. BE LUG TYPE PBIOTR/G PPE REt0IPL FROM OMER SIDE PROVIDE 10 POSNMON LEVER ACRAAIOR 38. B1ANONG SHUTOFF VALVE SHALL BE EQUAL TO ARMSDONG CBV -S CIRCUIT BALANCING VALVE WITH RANGED STRAIGHT BODY WITH LOCKABLE COVER M PREVENT TAMPERING- 39_ BAIL. VALVE SHALL BE EQUAL T0 RISCO T/S 505- 70 -66, RILL PORT STAINLESS SREELL.. 40. PROVIDE DIELECTRIC FTMNGS AT MI FERROUS M NON. FERROUS FRBNGS 41. MECHANICAL FLOOR SLABS SHALL BE X -RAYED BEFORE ANY CORE ONWNG 6 COYMERCED- 42. PPE PENETRATING RATED WITS, PARTMONS, CONE AND FLOOR SLABS SHALL BE PRE STOPPED AT RATED 01000 SURFACES. INSULATION ENDS SINf1_ BE SEA(ED VAPORROIC 43. SUPPORT NEW PIPING FROM STRUCTURE ABOVE WITH CI£AS TYPE HANGER EVERfB -0" OR AS REQUIRED 10 PREVENT SAGGING. 44. ALL SUPPLY AIR TAPS N. THE PROJECT AREA SHALL BE FITTED WITH A SPIN-IN TYPE COE R WM4 A NEGRO! DAMPER. 45. ALL SUPPLY AIR ELBOWS SHALL HAVE TURNING VANES CSI Engineering, P.C. 6251 Amnendale Road, Suite 111 Bemv.e, MD 20705' Voice 240.737.7270 Far 301210.9812 Deoanber20, 2000 Yours truly, City ofTION* Binding Division 6300 °.Authcenter Blvd. Suite 100 Tulrrvla, Atfenliar: Bob Benedicio Re: Respo to review comments for the Global One Project, Application # D2000 -357 Dearscor madam. The following narrative description A provided to AOTILin how each computer roam airconRionig oral ilsliled in the above referenced project complies with the requirements of UMC 608 AI computerroom air conditioning units (NC units) are equipped wIth a snake sersorinternal to the realm air plenum that is part of the unit Upon detection of smoke, the smoke sensor will send a signal to that= unit's con. module, which. shut down all air moving equipment within the AC unit_ In addition the smoke detector will send an alarm signal to the faclitys fire alarm pa.. AX smoke detectors are to be UL listed and approved for use in the state of Washington. CTrS Project Managers CSI Engineers DEC 21 2000 uey MECHANICAL SYMBOLS PLAN SYMBOLS O PUN NOTE 101001CA1011 PUNT OF CONNECTION TO E 50010 1 SYMBOLS • SUPP11DIFFUSER RUM REGISTER AIR FUN DIRECTION FLEXILE DUCTWORK- PROVIDE VOLOUE DAMPER ON ALL FLEX DUCT -0 SUPPLY WFD9R � FRE DAMPER WITH ACCESS DOOR - WARE DAMPER -0 MOTOR OPERATE* DAMPER 17 I0IOSUT PIPING SYMBOLS 011 BALL TYPE SHUT-OFF WEE (1( STRUM COD WATER PPE GLYCOL RETURN -GS- G_YCCE SUPPLY CON(OBEATE DRAIN PPE PIMP CONDENSATE PPE TIRED DOWN - PPE 1U0ED HP PPE SUPPORT RACER -IV- ZION OR RANGE (AS MICA. HY PPE SZE - SEE SET) � I BIND RANGE - 3 END CAP L� TEE FF1 GROSS -011- GATE VALVE -.-.r GLOBE WEE -i�t- CFECK VALVE 1 I SILVER 1/6001 VALVE HOSE BIBS & CAP (GATE VALVE FOR STFAY) --IMF- BAANCING SHIM F VALVE TfERMCNIEIR2 PRESSURE GAUGE ABBREVIATIONS ABV ABOVE ACU AIR'CONDITION UNIT AFF ABOVE RIMED FLOOR CLG CEILING CW COLD WATER DN DOWN (E) ENSIB 0 EGT ENTERING GLYCOL TEMPERATURE EA 100051 AR EF EXHAUST FAN GR GLYCOL RETURN GS GLYCOL SUPPLY LGT LEAVING GLYCOL TEMPERATURE NC NORMALLY'CWSED NO NOMMLLY OPEN OA OUTDOOR AR PC PUMP CONDENSATE RA RETURN AR (R) REWCAED SA SUPPLY AIR DP TYPICAL VAV VAT..E AR VOLUME '172000 -3s7 Total Site Solutions Experts ** �I Envaournentsfor More Than 30 Yeas i � 05 rs ea:.7eoslTs PROJECT TEAM SO Skidmore,OOJ00 &Men.0 LIP 14 WALL STREET NEW YORK, NY 10005 nrtlie ■ ecE_/ F I ENGINEERING, P. C. I 6251 AMMESDALE ROAD BELTSVILLE, MIN 20705 240-737-7200 Cassltan. SCALE: NTS DATE 10 - 30 - 00 DRAWN BY FAH CHECKED BY: DG JOB NO.: 1126 050 - 000 REVISIONS ISSUED FOR PERMIT. 10 -30 -00 W CO O 2 0 < W L N J co I- ISSUED FOR CDNSRUCTIDN. 12 -05 -00 RECEIVED • NOTES, LEGENDS AND ABBREVIATIONS M -001 DETAIL A-A 1 I SEE GEOUL A-A 1245 SEE OEM 6-13 I 0/11-17 I DETAIL B—B 'as „---,_ . ,, 1RANSFER GRLL BATTERY ROOM j1 s/FD H N I 0 5 A 16410 , _, - L . -51 CDEJ:■ 1 '0 1-1 F 444 LOLINER,._,7 0 4 _, ..• I IL I -..----..- ....4-- ti iphs '------, I I - two = 16412 : I ..._!'_1 I o Ii -------- ' 0 ._ BATTERY ROOM 12 r ,,,,, 1.96 o. e.„,2 MIL 1 ,------ , SAO ..6/f0., . I CRU-4 I — I 24410 24410 II N 1812 I I El 22412 CRU-12 MECHANICAL DUCT PLAN SCALE:11r= 1, 2462 N 0 I 0 1 11-11 WOAD 0 • ■: F t': FIREVALVE ROOM 11: 0LT.G.) FOUR PM1111014 TIP 32412 (D 0 22414 I I ovs-te I 24414--p S/FD til ARU E 2.4 1 24 ! 4 I . ' 3441 1S1 4 rE 34414 24414 PLAN NOTES 0 16x12 WAU_ LouvER wat 0 24xI2 WAU_ LOWER WM 0 24xI2 TRANSFER GRILLE EACH SIDE W. FRE DAUPER WAII. 0 al-1. 200 au 0 co-I. 400 UM 0 C0-1. 100 CM 0 RR-1, 1000 CM 0 ER-1, 75 CFM 0 RR-1, 100 CFR 0 F61-1, 400 CFR 0 RR-1, 800 OEM I I I -- ELECTRICAL ROOM I aw-.' I 11 2O N fAllk 0 1 2 4 8 FEET 16 Lrr SCALE 1/8' GRAPHIC SCALE Total Site Solutions ExperisbrAfssion-Critical Eavirremients for More Thaa30 Years easx aNuunznistas_. FlCkAtEr EfF_LI 1411, 2071:15- PROJECT TEAM SOM Skid.), Owings Merall LLP f4 WALLSIREET NEW YORK, NY 10005 I ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSVILLE, MD20705 240-737-7200 Consultants SCALE: I/8 = DATE 10-30-00 DRAWN BY RSE CHECKED BY DG JOB NO.: 1126 REVISIONS ISSUED FOR PERMIT 10-30-00 ISSUED FOR CONSRUCTDIN: 12-05-00 MECHANICAL DUCT PLAN A M-101 co CRU -,7 Ibbbd I fit III Ibbbd NOTE: SEE MECHANICAL. SCHEMATIC DIAGRAMS DWG_ M-201. FOR 3280 . %MNG . AIO ASSIXIMED APPORT NPRCES CMU -,2 I I CR1 -11 _ I CRU- 10 .._ I MECHANICAL PIPING PLAN SCALE: I /S "= 1 • • III GS -J C[ GR GR GS Iau-3 1 111 WSW FLOOR I CRU -2 c NOTE: FOR CONONUADON OF SANITARY AND STORM SEE CML PINS 'PROVIDED By SABEY PO 1 CHI, -21 IZoco -35 7 Ilk I Total Site Solutions Ezperts mn -Critical EurearauLers for More Rua 30 Yeas PROJECT TEAM SOM Skidmore, Owings &M - R 112 I4 WALL STREET NEWYORK,NY 10035 c tn 1 ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSVILLE,MD 20705 240- 737 -7200 Canaltmlx SCALE: 1/8' = 1' -0' DATE 10 -30 -00 DRAWN BY MAM CHECKED BY: DG JOB NO.: 1126 050 - 000 REVISIONS sass nMe.muDS = Mono 9E1TS1/ILGE MD 26705 1.8e8.7e0sr ISSUED FOR PERMIT) 10 -30 -00 ISSUED FOR CONSRUCTIONJ 12 -05 -00 MECHANICAL PIPING PLAN r RECEIVED M -102 SNODIRY ca f I FOR CONIFNATION REFER TO CNL PUN PROMO] BY SABEY HNV S -O BFG/ (FIRE LANE) PARKI SIG (E) PARTIAL SITE PLAN - MECHNICAL SEE PFNG SCIEIWIC FOR SONG. WOW. NO PF IG COFF1aW6mm+. '.. CONERNCRIR SERIL SURAT COMMIE SHOP ORAWNG � MR Rm F6T/6.1011. f TRANSFORMER PAD (E) r DEE C SIZED WITH Y WEATHER LOUVERS ON INLET) NEW UDLRY TRANSFORMER FOR GLOBAL ONE NEW CONCRETE EQUIPMENT PAD PARKING (E) PARKING (E) X2000 -357 z w I 01 2 4 8 FEET 16 SCAIE 1/8' = 1' -0• GRAPHIC s Total Site Solutions aperts at al-car for More Than 30 Yeas 151251 a = ROAD Bmssval 97M s l.ae. PROJECT TEAM SOM Siriklmarc, Owmgs.MemlN ELP 14 WALL SIREEE NEW YORK,NY 10085 A.aretect./ F Qon ENGINEERING, P. C. Caawftants SCALE: 1/8' = 1' -0' DATE: 10 -30 -00 DRAWN BY RSE CHECKED BY: DG JOB NO.: 1126- 050 -000 REVISIONS ISSUED FOR PERMITI ISSUED FOR CUNSRUCTI0N 625I AMMENDALE ROAD BE TSVILLE IND28785 240 -737 -7200 10 -30 -00 12 -05 -00 W O co r " J 00 O - N Uj el M RECIVEC CITY E OE TUKW.f 'ERMIT Cch�EF M -103 SWITCH 2 -1/2' 2 - 1/Y 2 -1/2' 2 -1/r W16 PACKAGE PP -2 aa1 CRU Ito 3 Q 3' CRU 2 CRU 171 120 1 4, 3' GLYCOL PIPING SCHEMATIC Nrs CRU 112 2 - 1/ 2_1/2 -1/2" Q 2 -1 /r CRU 15 4 CRU 16 CRU MAKING SHUTOFF VALVE (TYP-) 'WRONGER OP.) PRESSURE GAUGE (TO') BUTTERFLY VALVE ( -) CONN.(b R) DRY COOLER 1 „F-I—Q--hM--I - I o-� I - 2 -1/2" 2 1/2" (IYP -) I 1 DRY COOLER 12 DRY COOLER J «v /17 UNION DRY GOOIER 5 CRU p8 1 CRU l9 2 1/2' MP) CRU i(3 2 1/2' (TIP.) FOR CONHNUTATION SEE SITE PLAN. CRU 121 4" BUCKET TYPE SING CHECK FUNNEL OR/N 3-- 3"-0 4 COLD WA. LINE CRU 120 CRU /19 CRU H CRU 119 1 0 1 I -1/4" 1/2- 3/4 3/4 PREVENIOR II CO CRU 121 3 . CRU 12 CRU 110 CRU CRU 11 p 1 1 c L O i/4 � CRO 13 1 CI � q 1 - 1/4 CRU 2 ,_ Y I- 1 -1/2" -1 -1/4 CONDENSATE DRAIN SCHEMATIC LLO� w CRU 110 In CRU 112 CRU 1 CRU 114 CRU 14 COLD WATER MAKE -UP SCHEMATIC Nrs CRU Is CRU i CRU 16 CRU i5 co CRU 123 CRU 116 7i 1 1 1 01 (I I L o1 L T 3/4 3/4" 3 CRU 17 1 1 1 DI rt °I �i L 3/4 L 3/4" CRU 117 77 01 CRU 1 -1/2' CRU p8 CRU 118 I -1/4 o 11 , 0 � L 3 / 4 T1 `- 1/2" T1 CRU 113 (ILO I Total Site Solutions Ecpe[IoisMission -C ifical Elvin:Nan aecfo More Thaa30 Yeas PROJECT TEAM SOM Skidmore, OW;. M�1 LLP L4 WAIL _SIREEP NEW YORK,NY 10005 I ENGINEERING, P. C. 6251 AMMENDALEROAD BELTSVILLE,MD20705 240- 737 -7200 Consultants - rsvleLE. RAID SCALE: NTS DATE: 10 - 30 - 00 CHECKED BY: DG PERMIT REVISIONS DETAILS' AND RISER °ea SCHEMATICS MAM 1126- 050 -000 CRY OF ',KW, M -201 TIM PPE OR CONCUR DWI,. N. 1 MUIR SPACE N 010 3/16 F RUNG FR 1 OR 2 T RAGE 1R. 04. 1 OR 2 1 4 1/4 T01/2 010 1/4 3 OR 4 1 OR 2 3 OR 4 0 6 1/410 1/2 3 OR 4 : 0 12 3/1610 3/6 1 OR 2 0 EQUIPMENT DESCRIPTION MONITORING /CONTROL POINT ALL CRAC UNITS (CRU'S) UNIT SPACE TEMPERATURE _UNIT SPACE HUMIDITY _UNIT DISCFNRGE AR TEMPERATURE -UNIT WATER LEAK DETECTION _UNIT SPURT ALARM _CONTROL ON /OFF AR HANDLNG UNIT UNIT DISCHARGE AIR TEMPERAURE _UNIT WATER LEAK DETECTION _UNIT MOTORED DAMPER AT OUTSIDE AR NTAT. OPEN /CLOSED -UNIT SMOKE DETECTOR _CONTROL- ON /OFF DRY COOLERS UNIT FAN STATUS _UNIT RETURN Gilt. TEMPERATURE _UNIT SUPPLY GLYCOL TEMPERATURE ON/ _UNIT STARTS GLYCOL PUMPS UNIT STATUS: ON /OFF _UNIT SUCTION GLYCOL TEMPERATURE _UNIT SUCTION GLYCOL PRESSURE -UNIT SUPPLY GLYCOL PRESS RE GLYCOL RPM LOOP PONT APPLY GLYCOL LOOP DEFEREMML PRESSURE - RETURN GLYCOL LOOP DEFERENTIAL PRESSURE AT CRAG UNITS FLOOR FIRE PROTECTION AURM PANEL cxlr ZONE -1 FLOW SOOTIEST STATUS _FIRE ZONE -I FLAW SWITCHES STATUS _FIRE MARY. SYSTEM AUU00 FUEL STORAGE TAI( UGH FUEL LEVEL _LOW FUEL LEVEL BATTERY ROOM HYDROGEN ALARM STATUS DETECTION ALARM _APPLICABLE FOR EACH OF TFE GENERATORS_ NOT _ APPLICABLE FOR THOSE SITES WHERE PARALLELING _ GEARS ARE NOT PROVIDED SECURITY ¢CURRY ALARM SYSF]t ALARM NOTES: 1. FRONDE OEM VALVE FOR CONDENSATE OWN: MECHANICAL EQUIPMENT MONITORING & CONTROLS POINT UST ue- u,.cP 1.11S WITH - >.= FOR OFFS. MOTORING RY CENTRAL ANDOVER SYSTEM TO MONITOR THE PoLLOWNG PONIS O EOUPM@NB O HEAT PUMP UNIT INSTALLATION DETAIL NTS EQUIPMENT DESCRIPTION UPS MODULES MONITORING /CONTROL POINT 'BATTERY SHUT DOWN IMMINENT LAPS ON BATTERY _NIPS ON UNE _'UPS SUMMARY HARM _.OVERLOAD _.METIER FAULT _NEMER CHARGER ON _NECIPER CHAR. FUNCTION FAULT _SSC SUMMARY: MA. _UPS ON MWNTENANCE _BY PASS OUT OF TOLERANCE .STATIC SWITCH FAULT - 'APPLICABLE FOR EACH OF THE UPS MODULES POWER OSTRRUTgN UNIT 'OUT PUT ALARM _'OUT PUT SUMMARY ALARM = APPIICABLEFOR EACH OF THE UPS MODULES TA NN SMICHBOARD MAN RIMMING BREAKER OPEN _MAIN INCOMING BREAKER CLOSE ._'GENERATOR FEED BREAKER OPEN - 'GENFRATORFEED BREAKER CLOSE -'WHEREVEVER APPUCABIF GENERATOR PARALIENG GEAR N;EN %COMING BREAKER OPEN _NETT. INCOMING BREAKS CLOSE _'EN0111 RUNNING _'COMMON ALARM BATTER( ROOM omusr FM15.___._.__.00DUS7 FAN STATUS: ON /OFF _'COMMON SHUT DOWN - CONTROL ON /OFF _'NOT IN AJTO EMERGENCY GENERATOR ON GENERATOR RUNS _.APPLICABLE FUR EACH' OF THE TORS. NOT . GEERATOR STAND -BY - APPLICABLE. FOR THOSE SITES WHERE PARALLELING _GFT11ATOR BATTERY CHARGE LEVEL - GEARS ARE NOT PROVIDED ATOR BLOCK TEMP. __HW;H FUEL LEVEL OI DAY TANK ER7 ACNNATED FPO ACTIVATED MOW FUEL LEVEL ON TANK 01.00 _NOW COOLANT TEMP NARY LOS RANI I.Nf IA SUM.' ALARM _GLOW OIL PRESSURE ALARM -PLANT IB SUMMARY ALARM _`SYSTEM NOT R AUTO A,ARY _RANT 2A SUMMARY AL. (FUTURE) -.HIGH COOLANT TEMP- FAULT _FNANT 2B SUMMARY AURM (FUN. -*LOW OE PRESSURE _'OVER CRANK FAULT -.OVER SPED FAULT _NIX:H CO0ANI TEMP NAM -.DIAGNOSTIC FAULT CONCRETE INSERT THROLDED ROD C.W. PIPE HUMIDIFlER CONDENSATE OWN PIPING STRAP PIPE TO UISTRUT GLYCOL PIPING (TYPICAL) IMISTRUT CHANNEL 1RP PAN WITH LEAK. DETECTION NO TES: 1. WWII DISTANCE BETWEEN SUPPORTS IS B' -0', OR AS REDURED.10 PREVENT SAGGING. 2. COORDINATE SUPPORT NMI ELECTRON. DRAWINGS. 3. THREADED ROD SUE AS REQUITED TO SUPPORT PIPING HUH A 3.0 SAFETY FACTOR O PIPE SUPPORT DETAIL - SUSPENDED NTS 7 \ DOAU5T GRILLE NOTES: 1. FAN SHALL BEAR THE ARCA SEAL FOR APPROVED PERFORMANCE AND NOISE LEVEL 2. UNIT SHALL BE PROVIDED WORN FACTORY. MOUNTED TERMINAL BOK 3. PROVIDE FAN SPEED ON FAN HOUSING. SET TO INDICATED AR QUANTITY IN FIELD AND MARK AFTER Al DUCTWORK AND CRILLES'ARE INSTALLED. O AIR VENTILATION FAN INSTALLATION DETAIL NTS SYSTEM N0. 111001 (FORM. SYSTEM NO. 47) F RINGS -1 (SEE 1 E NS 2 ND 3) T RATINGS-0. 1, 2 3. NO 4 FR (SEE HEY 3) SECTION A - A 1_ WALL 1. 2. 3 OR 4 FR F100 -RUED WSW R 0100AN D/500I WALL ASSEMBLY SEMLL BE CONSTRUCTED OF TEE 00100000] NO N THE MANNER 'ESCROW HE IL 0 €1AL U300 OR UN00 SERB W U. OR MOTION I DES OG N TEE IL FEE RFC DETECTOR( MO SRL NOIRE TTE FOLLUWWG WNWICION FEATURES, 0. SEIS - MALL mum WO C NSGT OF FRFfR wow SUD5 (WI. 2 RR FIRE RATED AS BOLES) OR Sea. amt. SUDS!. WOOD SIDS TO coma OF NOM_ 2 BY 4 UMBER SPACED 16 N 00_ WTH NOM_ 2 BY 4 E !TAMER END ROES NO C[OSS ems_ SEFL SODS TO BE MIL 3-5/8 N. WEE EY 1-3/13 IL DEEP GONB5 S'ALEO MAX 24 IL 0.0. O_ WAUBONN GYPSW' -N311 1/2 OL 5{8 00 RICK. 4 FE ONE WITH SQUIRE ON UPEND EDGE.. THE GYPSUM WALLBOARD TYPE THEMES. MANNER OF MSS. WIDER TYPE NO 0500 0001000105 SRN1 BE AS SPECIFIED N THE RENNIN. U300 OR U400 SINS MEER'N THE UL FRE RESISTANCE 010CIOR0 WK DAM O METING IS 13-1/2 IL 2 PPE OR 000110 -10M 12 00 OM (01 SMILER) SCREDT 0 10 (OR (LAYER) SEEM PPE NOM 6 IL DAY (OR SLAM). STEEL cam: NOM 4 IL MI (OR SMALLER) STEEL annacAl LEMILC RHNG OR TYPE I at (at FF0001) COPPER HONG OR NOM 1 EL DW1 (OP. SORTER) FIEHE SILL COEUE VEEN COPPER PPE OR RENEE STEEL COOT 11 USED. MAX F RUNG O REM? SYSTEM (REM 3) 1 2 H_ STEEL PEES OR mows LARGER HINT NOM 4 K OW MAY ONLY BE USED N WALLS CONSTRICTED UE N STEEL CHANNEL SIDS A YAK O GE PPE OR CO MO IS PERMITTED N DE FI ESTOP SYSTEM. PPE OR COWL TO RE EGIAWD NEAR MAIER OF STUD CANNY WIDTH AND TO iE.RRI . SUPPORTED ON BOTH SIDES O WALL ASSEMBLY 3. FRI. MOD OR CAVITY W1ERNL'- OMC.K -GOK FLL MATE. INSTALLED TO COIPLEIELY FIL ANEW SPACE BETWEEN PPE OR CONAN AND GYPSUM W1309RD AND WIN A IAN 1/4 R DWI FAD OF CAIAK APPLIED TO PERKIER O PPE OR CONDUIT AT IS EGRESS FROM THE WALL CAULK INSTALLED SNWEINGLLY ON 110TH SEES O WALL ASSEMBLY. THE HOTLY F RUNG CF THE FRESTPP SISTER IS OEPENENT.. UPON THE HOURLY FRE RUNG O THE WALL ASEIBLY N 01ICH IT S NSTLLED. AS SHOWN N THE FOLLOWNG TABLE TiE OU T RATING O THE RRESTOP SRSIEF S DEPEADENT UPON THE TYPE OR SUE OF THE PIPE OR C 11 AND THE HORSY FIRE RUN O WAIL TIE L ASS N R ASSEMBLY WHICH NS RETAILED AS MOWED BaOW: +WHEN COPPER PPE IS USED T RATING IS 0 H INONESOTA MINING 0 MFG C0. -T1PES CP -25': S/L. CP-25 N/S CP -25 WE. CP -25 WB+ NEGRO HE ILL GA541CUION 000105 O PIPE PENETRATION DETAIL NTS SECTION NOTES: 1. imam DISTANCE BETWEEN SUPPORTS 15 -0•. OR AS REWIRED 10 PREVENT 50001011. O EXTERIOR PIPE SUPPORT DETAIL NTS 0 UNEQUAL HORIZONTAL SPLIT ® EQUAL /UNEQUAL VERTICAL SPLIT (NO CHANGE N DUCT FE1GHT) IRA CFMI I 7PN75UON ELL i MP Wl SPtIRER OAAPER ® SPECIAL BRANCH TAKEOFF W2 = (01/2/CFM1) x W1 IU = RIMED DUCT WET CFM3 = 308 OR MORE OF CFM1 (NO RANGE N DUCT 111(,7771) SE SOMA FIG. 2 -7 ® EQUAL HORIZONTAL SPLIT W2 = x 108 ES = EQUAL 0000 ®. STANDARD ELBOW SEE SWCNA FIG. 2 -2 *1)2.oco -357 SIDE ELEVATION � SP11T = 01Y1 /CF111 (DUCT HT. = Wl) IF = TRANSITION FLAT ON TOP ® STANDARD BRANCH TAKEOFF CFM 3 = U55 TRW 30S OF CFMI TF = TOP SEE S TRAN510 . 10 RAT ON MAOA FIG. 2-8 AND 2 -9 ® EQUAL/UNEQUAL VERTICAL SPLIT 1 12 =W1 TOP SPLIT = 0112 /OFY1 (DUCT HC = Wt) TF = 11WN91100. FLAT ON TOP ® RADIUS ELBOW LIE ONLY WNFN. NOTED ON PLANS; OIERNSE USE STANDARD ELBOW. SEE SIM NA FIG. 2 -2 e DNTS UCTWORK FITTINGS DETAIL Total Site Solutions_ PROJECT TEAM c s i Consultants Experts la a on- Critical Eaviromnents for More Thai. 30 Years rzsx ASAMENEtae a ROAD, ea 213705 1ae87easrre SOM ffiQdmoc0Owiag4&M ®"II LOP £4 WALL STREET NEWYORK,NY I0005 ENGINEERING, P. E. I 6251 AMMENDALEROAD BELTSVILL.E, MD 20705 240.737 -7200 SCALE: DATE: DRAWN BY CHECKED BY: JOB NO.: 1126- 050 -000 REVISIONS ISSUED FOR PERMIT 10 -30 -00 ISSUED FOR CONSRUCTION. 12 -05 -00 MECHANICAL DETAILS NTS 10 -30 -00 RECEIVED FNF DG M -202 0 0 GLYCOL SUPPLY PIPING (GS) O GLIM REIM PIPPIG (GR) O3 BUTTERFLY VALVE (GYP) O PRESSURE GAUGE (TYP) O THERMOMETER (IP) O FLOOR MOUNTED COMPUTER ROOM UNIT (CRU) O CAUBRATDIG BALANCING VALVE (TYP) • CONDENSATE PUMP O UOAD DETECTOR 70 VIBRATION ISOLATOR 11 IMO: -UP WATER ME 12 SHUT -OFF VALVE (TYP) 13 HOSE Be (TYP) 14 PITY CONNECTOR (TYP) 15 1 -1/4' CONDENSATE LVE 16 3' DEEP 20 GAUGE GALVA/02ED STEEL COTAYYEFIT PAN. CREW PAN 6' BEYOND.. FRONT .AID SDES OF UNIT AND BELOW PANG RISER 17 SUPPLY GRILLE 18 RETURN GRILLE FLOOR SLAB FOR CONTINUATION SEE FLOOR PUN 0 0� 0I Co (, 15 3 3 O DOWN FLOW COMPUTER ROOM UNIT PIPING DETAIL NTS COMPUTER ROOM AR COMMONER (CRU) 0 O UP FLOW COMPUTER ROOM UNIT PIPING DETAIL NTS WATER RISER DIAGRAM SCALE 114 " = Jl" ROOF FLOOR T PROVIDE CLEARANCE ON TOP & SIDES FOR RTPANSLON O FIRE DAMPERS OUT OR AR STTENI APPLY SEALANT TO JaBr ALL AROUND ON BOTH SUES OF RIME ® . VERTICAL GUILLOTINE TYPE FIVE DAMPER WITH UL RATRIG 4 SOUP C. FUE RATED WALT - REPFORIG ANGLES SHAH. EE 0 2 YYY1/8' & SWILL BE SH.IRED TO NBA SEFRE 11/1/2 NQOS AT G O.C. O HORIZONTAL FIRE DAMPER DETAIL NTS L„,./ J-4' VDT PLUMBING WATER RISER D IA G R A M NTS SANITARY RISER DIAGRAM NIS 12oro 0 1 2 3 4 8 SGN.E: 1/8' = GRAPHIC SGVE Total Site Solutions_ Experts ;anon- crmcar Environments fcr More Than 30 Yom' 6251 AMMHVUArE a00.0 BELTS E. MO 20705 1se237e0.sr¢E PROJECT" 1EAM SOAR Skidmore, Owings & MYY ill LLP P 14 WALL STREET NEW YORK,NY 10005 A[chRxE / En�we ENGINEERING, P. C. 6251 AMMENDALEROAD BELTSVILLE MD20705 240 -737 -7200 cmawrmes SCALE: AS NOTED DATE: 10 -30 -00 DRAWN BY FNF CHECKED BY: DG JOB NO.: 1126 050 - 000 REVISIONS ISSUED FOR PERMIT% 10 -30 -00 ISSUED FOR CONSRUCTION‘ 12 -05 -00 MECHANICAL DETAILS M -203 a P m 1 Y g DIFFUSERS, REGISTERS AND GRILLES SCHEDULE F 111111/11 CELING/WALL GEM / WALL CEHNG / WAIL CEHNG / WALL CEILING / WALL GEEING / WALL CEILING / wen_ iiiiiii 4 4 4 1 205 - 350 g g d 455 --650 0-200 205 -350 2100 -2300 ii§ ii5ggEgg CFM RANGE 0 - 150 X g <20 < 20 < 20 < 20 < 20 < 2S l <25 I < 25 '. '.. < 25 A 8 A 8 < 2^ <20 A 8 A A 8 8 8 8 8 8 MAX NC 30 § 0 14x14, 16x16 I i $ R 12 14 6"1 8"0 10 0 30012, 36X18 22510, 28012 24X10, 30X14 I 10x6, 16x4 124, 10x4 10x8, 146, 20x4 18910, 24X12 8,4 6x6, 10x4 0x6, 12x4 11 0 10" 0 12" 0 NECK 0 / OPEMNG SIZE 6" 0 1 11111111A 11111111MM FINISH CO. WHITE 'SNOW, LOUVER FACE,IRANSFER GRILLE KRUEGER S800 - OBD LOUVER FACE. EXHAUST OR RETURN REGISTER KRUEGER "6590 ", 24-24" PERFORATED FACE, RETURN REGISTER. KRUEGER -880V - 0O MULTI- LOUVER, DAMPER, SUPPLY REGISTER KRUEGER SNPC, 24 "x24 ", ROUND NECK LOUVERED FACE, SUPPLY DIFFUSER MANUFACTURER AND MODEL NUMBER (BASIS OF DESIGN) CSIE JOB #2091/GLOBAL ONE -SEMTLE 8 1 0 0 ir ij as 9 B 0 P P $. A A E 1 1 1 1 1! 11! 0,31 I Global 311 S. 120TH PLACE TUKWILA, WA 98168 g - 9 B g FS 8 g g § 0 1 8 3 B P a 41 A A I 8 p P 1 A B N 2 P B 2 A B N B A N N B B P 2. 5 N N N N B P 5 N N 2 g 8 1 1 gi 6 a A A A ig A -5 LF,§ F A GENERAL NOTES: FIRE PROTECTION SYMBOLS: L THE CONTRACTOR MALL COMPLY WITH RE TAW, ORDINANCES, RULES, MID REGULATIONS OF ALL GOVERMANTAL AMHOR AS HAVING JURISDICTION. OF THE NATIONAL PRE PROTECTION ASSOCIATION, OF THE NATIONAL_ ELECTRIC COME AM) OF THE PUBIC URINES HAVING JURISDICTION OVER ANY OF THE. SYSTEMS HERON SPECIFIED. 2 THE CONNACMR SHALL OMAN AND PAY FOR ALL NECESSARY PERMITS, INSPECTION, AND APPROVALS TO COMPLETE THE PROJECT WORM. ALL CERTIFICATES SHALL BE N DUPLICATE AND BE DELIVERED TO THE OWNER'S REPRESENTATIVE. 3. THE SUE, LOCATION AND ROUTING OF SYSTEM NDMATED TO HAVE NEW CONNECTIONS MADE TO THEM' ARE SHOWN ACCURATELY AS FUD COMMONS WOULD PERMIT_ BIDDING T 0 TORS SHALL VISIT THE SHE E UNILATERALLY AND THOROUG PER E THE CONTRACT DRAWINGS- CONTRACTORS WHO WHO W NOT, VISIT THE SITE MAY ATERALLY NOT OT PERMITTED TO SAINT NT A W F THE OWNER SO'.. DECIDES ALL EXISTING COMMONS SHALL E EXAMINED AND THAN EMT LOCATION VERIFIED. THE CONTRACTORS SHALL REPORT TO THE OWNER. BEFORE SDUNNG A BD. ANY CONWTON' WHICH MIGHT WAKE THE NSTALIATT N OF THE REQUIRED EQUIPMENT A PROBIDL NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED. FOR FAILURE TO INVESTIGATE DIEING commons OR .UNDERSTANDING OF 'THE CONTRACT 4- THE CONTRACT MOMENTS SHALL BE CONSEE RE AS DIAGRAMMATIC MID FOR BIDING PURPOSES ONLY ATTENTION IS CALLED TO TIE FACT DNS WHIN SHE DOCUMENTS ARE GENERALLY TO SCALE AND ARE AS ACCURATE AS TILE SCALE TEL PERMIT, ALL BPORTANT MANSIONS SHALL E DETERMINE IN THE FIELD_ DE DRAWINGS NE NOT TO E COMPERED AS CONSTRUCTION DRAWINGS. THE DRAWINGS CO NOT NOX'ATE EVERY FITTING. TIME OFFSET, VALVE, PULL BOX.IOR SIMILAR COMPONENTS WHICH ARE REQUIRED W COMPLETE THE PROJECT NAME PREPARE HELD CONSTRUCTION DRAWINGS IF NECESSARY FOR. OR AS REQUIRED TO, INSURE PROPER NSTAUATION. PROVIDE ALL NECESSARY OFFSETS NN RUNG TD INSTALL THE SENN AS DIAGRAMMED AT NO ADDMONAL COST 5- THE CONTRACTOR SHALL_ REMOVE ALL EQUIPMENT NOT MCA. TOE REUSE TO A DESIGNATED LOCATION AT THE PROJECT W E AFTER T EQUIPMENT HAS BEEN ASSEMBLE FOR INSPECTION BY NE OWNER OWNER AND POSSBIE RETENTION ALL EOUANT NOT TO E OBTAINED BY THE OWNER SHALL BE REMOVE TIE FROIL T SITE BY THE CONTRACTOR_ ALL EQUIPMENT AND MATERIALS SHALL E NEW, UNLESS NNCATED OTHERWISE AND DE CURRENT MODEL FOR WHICH THE TE REEPLACEMENT PARTS ARE AVAILABLE SBSTIMOtS SHAD_ MAY E ACCFPTal AT THE DISCRETION OF THE OWNER'S RAPREENTATNE OR RE ENGINEER_ 6. THE CONTRACTOR SHALL INSTALL EQUIPMENT AND MAIERW.S IN ACCORDANCE WITH THE BEST ENGINEERING PRACHCE TEE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S PUBUSHE INSTALLATION INSTRUCTIONS AND REC016ATIIUpNS, UNLESS INDICATED OTHERWISE 7_ DE CONTRACTOR SHALL MIOSH AND INSTALL ALL REQUIRED AUXRJARY ITEMS COMPLETE ALL EQUIPMENT SOME E MOUNTED VENATION FREE 8- THE CONTRACTOR SHALL COMPLY WRLH THE LAW, ORDINANCES. RULES, AND REGULATIONS OF ALL GOVENNIWNTAL AUTRORMES HAVING JURISDETNN, OF THE NATIONAL RAE PROTECTION ASSOCIATION, OF THE NATIONAL ELECTRIC CODE AND OF TE PINUC UNTIES HAVING JURISDICTION OVER ANY OF THE SYSTEMS HERON SPOT AD. 9. ME CONTRACTOR SOU_ maw ANA PAY FM ALL NECESSARY PERMS, INSPECTION, AND APPROVALS TO COMPLETE ME PROJECT WONT. ALL CERTIFICATES SHALL E N DUPUCAT: AND E DELNERE TO THE ONER'S REPRESENTATIVE 1Q ETIOECE .OLSPIEM AND MAMMAL SHOP DRAWINGS ARE TO BE SUBMITTED FOR REVIEW BEFORE RETAIL/TON. SUNK SIX (6) COPES OF SHOP DRAMS TO THE ENGINEER FOR REVIEW_ 11. THE CONTRACTOR SHALL REPAIR ALL N EE INGS WALLS, CEILING, FLOORS, ETC_ WHICH ARE CREATE BY COMMON LARD /OR WI PROJECT WORK_ TIE REPAIRS STULL E E. W,TH MATERIAL AND FINISH TO MATCH COSTING_ OPENINGS AND PENETRATIONS FIRE PARTITIONS t6 N F RATED PAR SHALL E SEALED WM-I U L APPROVE. FIRE SMATERIAL M PPNG MATERIAL 70 AHA N FIE RESISTANT TY. SISTANT INIEGI DUCTWORK AND PIPING SILL E ID CAPPED. SEALS AN A WATERTIGHT AND ISULATED TO MATCH EXISTING. 12 UPON COMPLETION OF 1 WO DE CONTRACTOR SHALL THOROUGHLY CLEAN THE CONTRACT 'AREA AND A ALL OILER AREAS USED FOR SEM)f STA1;NCs ETC_ THE SHALL NCLUTE BUT NOT BE LIMITED ON maw ANNA /OR fE.PA[81G GASS, EIIDVNG S AND D STAINS, CLEANING ALL AXNRES AND WASWG ALL .011S. WALLS. AND MCC F APPROPRIATE 13_ ALL EOLAPME NT, ME RV. AtD WtlPoOWR9DP SHALL E GUCRAN.0 IN FULL FROM DEFECT FOR ONE • THE T DALE OF FINAL AYSEWANCE OF THIS WORK BY THE OWNER'S REPRFSENIADVE THE 14. T CONTRACTOR SHALL TEST ALL. EN APMENT NSTAUE UNDER THIS CONTRACT AND DEMONSTRATE TO THE OWNER'S MEREST:1FAINE AS PROPER OPERATNN(S). 15- PROTECT THE EYJ WU SNNG BUADNG SE/EJRE ALARM DETECTION SYSTEM AS REQUIRED TO PREVENT FALSE AWNS WNW TE PROJECT CONNOMIOBON AREA 16. PROVIDE ACCESS DOORS N DRYWALL CEUNC5 AND PARTITIONS TO SERVICE EQUIPMENT. COORDINATE THE EXACT LOCATIONS AND ST OF FLANGE LEST ACCESS DOORS WITH THE ARCHITECT. 17. REGIME El45WNG SYSTEM SHUTDOWNS SHALL BE COORDINATED IN WRONG WITH THE OWNER'S REPRESENTATIVE A M INIUM OF 48 HBUS N ADVANCE IS- SUPPORT NEW PPN FROM G F STRUM.v� YPE ABOVE WITH CLEWS T HANGER EVERY 8 -0' OR AS E REQUIR TO PREVENT SAGGING_ 19- ALL WORK SHALL E DONE N ACCORDANCE WITH NFPA -13 STANDARD AND ALL OTHER WORK ACCEPTED BY AUIHORMIS UNDER ...ma .ron. 20. ALL SPACES SHALL BE CALCULATED FOR ORDINARY H AURD OCCUPANCY_ CUING 21. DUE TO CONGESTED CG SPACE (DUCTWORK. ELECTRICAL CABLEWAYS AND RACKS), FIRE SPRINKLER CONTRACTOR SAIL CLOSELY COORDINATE PIPING LAYOUT WOH OTHER TRADES PRIOR TO START OF WO 22- ENDE SYSTEM SHALL E INSTALLED SO THAT O CANE FULLY DRAINED. 23_ ALL PIPING SHAL SCHEDULE 40 BLACK STEEL. 24. AU_ SPRINKLER HEMS SHALL BE AS FOLLOWS: A WI Y PENDENT - WING YODEL GLASS BULB 155. . B. ELECTRIC ROOM - VIKING MODEL Y GASS BULB 155- 18' D :+1 FIRE M. ANNUM. ems. MOW C-0' 10 W. 031 Q FRE SINAI MOM= MIL MOUNT 6 TN 70P, LD RIO FIRE WNW SPE]N HF. 3t NO IOC SOME U 1ONF 81Y' NF WALL MUM MESS MOM. IOM FIE NA WI WNW. PULL SUMO. MOM SSW' NF W IER ROI 9E01 meat Stwo1 NR COMO= IMF DUCT/OSCit+DE REIM SIDE WOKE E MAR IWO FNFIDOR SIDE seem PRE Calm MOM wee C-0' TO TOP ONES MOOSE 1MM 18' ON NNE H ANNUNCIATOR PANEL DETAIL xrs !® MINT © ANN MIMIC E.= O RAE /1 (NMI. PlEW) © MU SINKE I E1I3r10R ® DOE /2 Room OM PORN) O ROM SETC H O RITE /S (IECFWN7V- NM Eu1) O CERRO MEMO O ME 14 (DOIHtY ROW EST) © tom RIOR RETECIOR Q RITE /5 Woe. IOW) O zee /6 OECMCFL AREA WEST) SMNIME (ESE O TROUBLE El IMP TEST SIR. WRY BACK BOIL (4 EP1H) TYPICAL PUSH BURTON CONTROLS 1z000- Total Site Solutions Experts in Mission-Critical Eav HNNMHNtsfOF More Than 30 Years 6251 nRaorENOA E ROAD BELL 7� I=07a5 PROJECT TEAM SOM Skidmore, Oaags&TM OI U_r I4 WALL STREET` NEWYORK, NY 10005 -- tEntTn ' ENGINEERIN 6251 AMMENDALE ROAD BELTSVIDLE, MD 20705 240- 737 -7200 Consultants SCALE: NTS DATE: 10 - 30 - 00 DRAWN BY FAH CHECKED BY: DG JOB NO.: 1126 050 - 000 REVISIONS ISSUED FOR PERRITP 10 -30 -00 ISSUED FOR CONSRUCTIDNP 12 -05 -00 flECEIVE� CHY OF TUKWIL4 NOTES, LEGENDS AND ABBREVIATIONS F -001 _-. ---,, ------, -T. - '--- - ::: ._. _ - -- - - --------------t-------- . i i . :: -; 7 i . :....-■-=■._-........:=■.= ---........ ........ 4..■ - _r,.■.= ■ 11■1■ - . . . ..,.■ ,, W=IIIMINIM. -- 2‘1. _.. -- -- ' 7 ) ., ,, ,: ,___,• _____ I BATTERY ROOM #2 I MEET ME C 1 i 11 1. I EA ROOM 11 ZONE #6 FIRE PROTECTION PLAN ZONE #3 ■N.S.e■F. mom= _ = e_■mm 1 _1 r_■••••■ swe■ memenr:_ smo■ ■_ 0 1 2 4 8 FEET 16 Lr SCALE: 1/8 = GRAPHIC SCALE DRAWN BY Total Site Solution* Expertiltliffssion-Crithr Envirramentsfor MomTban30 Years 132511 ARRIVIENDALE FICA4.1" ErEL DAD 20705 1.1188-7130-.5.. PROJECT TEAM SON/ Skidmore, Owings &Ivierall ELF 14 WALL STREET NEW YORK., NY 10005 ArchRact / Engineer, Ccesultaltsc REVISIONS ISSUED FOR FERMI, 10-30-00 12-05-00 FIRE PROTECTION PLAN I ENGINEERING, P. C. 6251 AMMENDALE ROAD BELTSVILLE, MD20705 240-737-7200 SCALE: 1/8' DATE: 10-30-00 F-1 01 FNF CHECKED BY: DG JOB NO.: 1126-050-000 ISSUED FOR CONSRUCTION crrPERF.9, N Su 0 ®u ® ®u ® ®u ® ®u ® 0. ® ®U 0 ®U ® E0 ® 00 0 ®u ® 00 ® ® ®U ® ®0 l cur V V O ®u 0 ®0 ® ®u Qt? ® CRV 114,-1 FIRE ALARM PLAN SCALE: ]/E ".1, CET I® MU 13 IgN 1 11 ® ® ®U CEP O. ® ®u ® O. ® ®U ® ®0 • ® ® ® 0 ®U ® ®U ® ®U ® ©U ® ®0 ® ®U ® ®0 ._. ® ® ® ®u 0 ®u ® ®u ® ®u ® ® ® ®u ® ® ® ® PREACTION PANELS ® ® ® ® ® ® ®u ® ®u (' ® ®®®®® ® VALVE ROOM — ! 1=1 0 � ® ®0 ® I Au ►1 uI ® ® ELECTRICAL ROOM ® ® ® ® ® CRU 121 Izoeso -357 0 1 2 4 8 FEET 16 S'AIE: GRIME SCALE Total Site Solutions Experts kr Erosion-Critical Env&onmentsfor Morena,' 30 Years 6251 aLOWIEDlCIALE esowo eE3.ssvIuLE.e411 267 s zees7eOSrtE PROJECT TEAM SOLI Skidmore, Chem, & M®'R 012 14 WALL STREET NEW YORK, NY 10005 Architect / El M ill ENGINEERING, P. C. 6251 AMMIENDALEROATD BELTSVILLE,MD 20705 240- 737 -7200 Cmswcanrx SCALE: 1/8' = 1' -0' DATE: 10 -30 -00 DRAWN BY FNF CHECKED BY: D6 JOB NO.: 1126 - 050 - 000 REVISIONS ISSUED FOR PERMIT 10 -30 -00 ISSUED FOR CONSRUCTION, 12 -05 -00 FIRE ALARM PLAN RE, CRV OF' .:... . F -102 PRE - ACTION SYSTEM FIRE PROTECTION SCHEMATIC bas ZONE /1 1 WET SYSTEM ADMINISIRATNE AREA AND COMMON AREA PE -ACTON SISTER BATTERY ROOM EAST FIRE PROTECTION GENERAL NOTES 1. SYSTEM SHALL BE HYDRAUUGHLY CALCULATED, OO119E. INTERLOCKED, SUPFRVSED, PRE - ACTON. SYSTEM SNNL BE SUPPLIED BY A VIKING 4 'TOTAL PAd(' PREPACKAGED. SUPERVISED, ELECTRICALLY I CONTROLLED MODE. E1 DELUGE VALVE MD ASSOCIATED ACCT INCLUDING BUT NOT UMREO.IO RELEASE. CONTROL PANEL, CONTROL VALVE WITH TAMPER PROOF SWITCH, NEIIYORK PIPING, SINGLE POOR ELECTRICAL FINCRON NR COMPRESSOR, ORAN MANFOLD,WAIER IRET CONNECTION, GAUGES MD 7 AMP BAKERY MOUNTED IN A STEEL CABINET. 2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH EFPA -13 SFNNNRQ AND ALL CRIER WORK ACCEPTED BY AUTHORITIES UNDER JURISDICTION. 3. CONTRACTOR SHALL OBENN WATER FLOW DATA FROM LOCAL WATER MJIHO RTIY 10 HYDRAULICALLY CALCULATE SYSTEM. 4. TECHNICAL AND OFFICE ALAS SHALL BE CNCULAIED FOR LIGHT HAZARD OCCPMIYAIL ODER AREAS SHALL BE CACULATED FOR ORDINARY HAZARD. 5.. DUE TO CONGESTED CLUNG SPACE (DUCIWDPo( ELECTRICAL CABLEWAYS AND RACKS), FINE SPRINKLER CONTRACTOR SHALL CLOSELY COORDINATE PIPING LAYOUT 06TH 0RM TRADES PRIOR TO SARI OF WORK 6. AL AREAS WITHOUT CEUNGS SHAD. HAVE UPRIGHT SPRINKLER HEADS RETRIED ALL AREAS WITH RIMED COMM SHALL HALE PENDENT SPRINKLER HEADS WHICH MUST BE CONNECTED WITH RERAN BENDS. AL HORIZONTAL OBSTRUCTIONS EXCEEDING 4'-0- N WIDTH MUST BE 44445 HEADS METALED ABOVE NW BELOW. 7. INURE SYSTEM SHALL BE INSTALLED SO THAT C CAN BE FULLY DRAINED. 8_ ALL PREMA7t 45 THRU. FIRE WALL 04451 BE FIRE STOPPED. 9_ ALL PIPING SHILL 06 SCHEDULE 40 MACK STEEL 10. ALL SPRINKLER HEADS SHALL BE AS FOLLOWS: VIKING YODEL M GLASS BULB 15S. 11. RETAIL 51000 MODEL 0-1 SPRINKLER GUARD ON HEMS INSTALLED BELOW HORDONW. OBSTRUCTIONS. 12 SPRUN R PIPING 20415 11 ANWOSIRATIVE MID COMMON AREA (WET SYSTEM) ZONE 12. BARELY LY R0011 FJST, (PRE - ACTION smut) W NE 13 TECHNICAL ALFA FAST (PRE - ACTION SET.) ZONE N BATTERY ROOM WET (PRE-ACTON 505TEM) ZONE 15 ELECTRICAL ROOM (PRE- ACRDN. SYSTEM) ZONE 16 TECHNICAL Al. WET (PRE -ACRD! SYSTEM) DUSTING FIRE LNE ON SITE BATTERY ROOM WET REM O. ROOM TECHNICAL AREA WEST F O NOTE #1 ® NOTE #2 -p 0 0 0 NOTE 12 NOTE #3 NOTE 11 T NOTE /2 ID T WORE #t 1 0 0 12M- IP F0 i POUR -1 FIRE ALARM GENERAL NOTES. 1. THIS PROJECT 14*010ES THE OGNOLATION OF NEW FIRE MARIA DEVICES TO MEND 714. SERVICE OF THE DOMING BASE BUILDING FIRE HARM SYSTEM TO SERVE THE NEW DEVICE INDICATED. TIE EXT YRON OF SERVICE WILL 0454105 THE USE OF SIRE Y 045X4756 APPLIANCE CIRCRIS, AS PER THE MANUFACTURERS 2. HOOF( DOSING BINDING FOE ALARM CONTROL PANEL ADDITIONALLY, NEW .. Il1WNG CIEVICES AND CONTR40. MORRO SHALL BE INSTALLED AND C09ECTED ON DIETING 1111 NG DEVICE CIRCNS SERVED BY TIE. COSTING FIRE ALARM CONTROL PANET. AS PER MANUFACTURERS REQUIREMENTS. PROVIDE MOTRON& INPUT MODULES MD /0R MENDER PANES PS NECESSARY. 3. PROVIDE FIE MARY TENANT PANEL COMPATIBLE W1TN BUILDING FACE. ALL NECESSARY REQUIREMENTS INDICATED BELOW 10 COMPLY WITH THE LOCH. FIRE MALI 5005 4. PER YANIF4CMERS REQUIREMENTS. PROVIDE IP. 201,120 VOLT CIRCUIT FOR PMEIS AS REQUIRED. 5. EXTEND AND COIBECT NEW CONTROL M00UFS 00R MAC SHUTDOWN AND DOOR RELEASE EXACT WRITHES AJD L000GN5 AS INDICATED ON RE MANS. 6. CONFECT TO DOSING FIE NAM CONTROL PM'Fl. ti DIRECIM BY NE FIRE NARY MNDFACIU ER. CORE SCE TO MAICR C 60:5 .n5 MISTING SYSTEM 1219E WAGE 7. DE CONTRACTOR SOUL PROVIDE A001NONAL NOTIFICATION CIR(:MS TO ACC16l40D0E THE MA APPROVED AMINE AND VISUAL 00440 C DEVICES IN COMITIES MD TYPES AS N9GTED ON PIE PLANS. 05 PROVIDE ALPINE STFE0IA50R5 MD TROUBLE SIGNAL MRS FROM THE PRE-ACTION SPINNER CONTROL MEL 10 THE BUILDING AND - TENANT NE ALARM CONTROL 604555. 9. THE CONTRACTOR SHALL PROVIDE N1 MO. PIILDIG CIRCUITS TO A23IIIlLDOATE THE ADDITIONAL WNW DEVICES N QUARRIES MD TYPES AS INDICTED ON ME SANS 10. AU_ NIEDOM6II016 10 THE DEMO FIRE IRAN SYSTEM SHALL BE CONNECTED SO 1610 PROVIDE U1 REQUIRED SUPERVISOR OU ALL WANG. ADDMONNLY. 9DUD THE NEW EQUFIORT BECOME INOPERATIVE FOR ma REASON, THE COMM FINE &WM SISTER SOIL 5000 TROUBLE MODE 11. TIE CQTRA.700 9445L PROVIDE MI. DEVICE, WISH' EXPANDER PANES. ETC., AS REVIVED FOR A COMPLETE CODE COIPLMNT AND OPERATINNAE FIRE MAN 12 TIPS RISER. WORM 45111105L DIY, REFER 70 FLOOR' PING FOR MAMMY AND 06011166 OF CdM . 13- AL FINE ALARM SYSIEL ROMIG SFWLL BE 4606100 64 ELT. MS .N - 10415AI COM. (17 TENANT FIRE ALAN PANEL FIRE ALARM SCHEMATIC RE6U ENIAVIUM Q IRAN VN.VE 0 0 n 1210- 1P Ib _ E011I -2 200 El WOE #2 ® ME #1 NOTE 13 NOTE #3 © NOTE #1 po - ROTE +2 1 A MUNSTRATNE AREA FT EERY ROOM EAST 0 TIME 12 NUE #1 NOTE 13 TECHNICAL AREA EAST NOTES: 1. CLUNG SMOKE SENSOR- QUANTITY F RDOR RAIL 2' 560 /VIII STOKE E DETECTOR -QU ANNY PER FLOOR PION. S TENANT AN ALARM- QW 4. PER ROOK POW. 4. UNDER FIAOR SMITE DETECTOR- (TUMMY MY PER FLOOR PLAN. Total Site Solutions tNper. hN Nf5111*car Th006N alemsfor More TTiaa 30 Yeas sasr AINMENOUE ROO. BEETSMECE� MO267U5 1.888.780 -SOLE PROJECT TEAM SOS SEFdmoce.Owmgs &Meoi11 LEP 14 WALL STREET NEW YORK,NY 10005 A.mw.ct / Engner Qo 1 ENGINEERING, P. C. 6251 AMMENDALEROAD BE.TSVILLE, MD 20705 240 - 737 -7200 SCALE: NTS DATE 10 - 30 - 00 DRAWN BY FAH CHECKED BY DG JOB NO.: 1126 - 050 - 00 REVISIONS ISSUED FOR PERNIT5 10 -30 -00 ISSUED FOR CUNSRUCTION 12 -05 -00 flECEn'=v Cfiv OF, n �vi: DERMA FIRE ALARM AND FIRE' PROTECTION SCHEMATICS F -201 1. COORDNAIE WDH ALL TRADES TO AVOW INTERFERENCE AMONG MECINNICAL ELECTRICAL. ARCHITECTURAL AM_+ STRUCTURAL ITEMS PROVIDE ALL NECESSARY OFFSETS AND FITTINGS N CIRCUITRY AND OTHER WEDS REQUIRED TO INSTALL THE WORK WITHOUT INTERFERENCES 2.ALL EQUIPMENT INSTALLED S MLL E NEW AND SHAT CONFORM . ALL RESPECTS TO THE LATEST APPROVED STANDARDS OF TEE. ANSI. NEW AND UNDERWRITERS LABORATORIES. INC., UNLESS INDICATED OTHERWISE. SIBSRTUUONS SHALL ONLY E ACCOPLEHED AT THE DISCRETION OF THE OPER. 3.SHOP DRAWINGS ARE TO E SUBIBiIED AND APPROVED BEFORE THE FOURIER IS ORDERED. SOGAT SIX (6) COPES OF SDP DRAWINGS TO THE ARCHITECT. 4.THE ENTRE ELECTRICAL NSWIATION SHALL CONFORM TO THE LATEST EDMONS OF THE NATIONAL ELECTRICAL COE AND ALL OTHER RULES AND REGUATONS OF THE LOCAL ELECTRIC. AND NIXDI G GMES. 5.ALL TEETOTAL EQUIPMENT GAIL BEAR THE UNDERWRITERS LABORATORIES LABEL. 6.ALL EQUIPMENT 70 BE PROVIDED BY THE CONTRACTOR SHALL BE MANUFACTURED BY GENERAL ELECTRIC OR SQUARE-D COMPANY. ONLY ONE OF THE WNIBACTURES ABIDE SHALL E PETE. 10 BE SELECTED. 7.PROAOE TEMPORARY SERVICE AS ORECTED FOR 0001NG ANIO POWER EQUIPMENT NT (ORALS. SAWS. ETC.) VERIFY 7TFORARf REGIMENTS WITH GENERAL CANLRLCiBR. TEMPORARY UGH NE AND POWER HALL MEET OSHA REOUREIFM BOB MEWL CONTRACTOR. TEMPORARY 0TAHIG AND POWER SELL WET CM REOWIELENT AND LOCAL COOTS. TEMPORARY POWER .41 BE 120 VAC. 8.UNLESS SPECIFICALLY NOTED ON TE PLANS. ALL CRCURE. EQUPMEHT. DEVICES. ETC. NOT NOTED 'R ENE TO RBA.' OR TO BE RTAEA1E • SHELL BE NEW. 9.ALL FEEDER RACEWAYS. ELECTRICAL PANELS AND ALL AMER PEGS OF EQUIPMENT GALL BE CLEARLY LOUD WITH 1WEIIY 1' HIGH LETTERS. 10ALL WORKMANSHIP. IEIERALS AND EQUIPMENT HALL BE HARALTEED FOR A PERIOD OF OW YEAR AFTER FN. ACCEPTANCE OF AREA E IDWAL 11.1W CONTRACTOR HALL NET USING SITE AND DETENTE CONDB ONS WHCIR WY AFFECT HIS OR HER BD. 12.WNTRACTOR SHAD. RESTORE ALL AREAS AND SYSTEMS DISROBED BY HS WORK TO THE S&TVFACRUN OF THE PROJECT MOWER. 13.THE CONTRACT,. GALL OBTAIN ALL PRIES AND CERTIFICATES OF INSPECTION NCLUONG. THE COST SALE N HIS CONTRACT. 14.0E WORK GNU COWORM TO ALL . LOGE G MERHWNG CODES. A LICENSED OW/FED ELECTRIC. SHILL BE ON TIE JOB SHE AT ALL TIES DURING RE EXECUTION HF ANY ELECTRICAL WORK. 15.EICEPT AS ORFR USE NOTED. ALL DOME ELECTRICAL WORK WITCH WILL NOT BE RRDERED OBSOE1E AND WHICH WY BE DISTURBED DUE 10 ANY GANGES REARED UNDER TINS CONDACT SHALL BE RESTORED TO ITS OREM OPERATING CORDITE./ 16.FHAL TESTING AT THE TIE OF FEW INSPECTOR AND TESTS Al COMECTUNS AT PMEI.BOUAS, DEVICES AND EQUIPMENT AND NI. SPLICES MUST BE COMPLETED. EACH BRANCH CIRCUIT AND BS RESPECTIVE CONNECTED EQUIPMENT MUST TEST FREE OF SHORT CIRCUITS 17.UPON COMPLETION OF TIE WORK. CLEW ND POU50 ALL EXPOSED SURFACES N ACCORDANCE WITH TE WMFACROER'S BECUIENDHTUIS 18.CONTRACTOR SHALL PROLATE ADEQUATE STORAGE FACTURES FOR IETERW. AND EQUPIENT DURING THE PROGRESS OF TOM. 19.CONRACTOR SNAG. BE RESPONSE FOR GE CONDITION OF ALL WIERML AND EQUIMENH EMPLOYED IN TIE ELECTRIC. INSGUATON UNB. FUEL ACCEPMNCE Of THE OWNER PROTECT SALE FROM ANY CAUSE WHATSOEVER. 20.COLRACTOR SHALL BE RESPONSP E FOR TIE PLACEMENT OF AU. DEMOTED OR DEFECTIVE WORK. LATERALS B MIRE.. DO NOT INSTALL SENSITIVE OR OEUGTE EQUPLEMT ORATE MAJOR CONSTRUCTION RORK S DOE. 21.COHTRACTOR GALL MERLE AND COEFORH TO APPLIGIWE SAFETY REGULATIONS. INCLUDING NOSE REQUITED BY lDE OWNERS REPRESERATIVE. 22.CONTRACTOR BALL ERECT ND WEAN SUTA&E BARRIERS. PROTECTOE DEVICES. LINTS AND WARNING SIGNS FOR THE PROTECTDN OF OCCUPANTS. TRANSENTS AND WORKMEN FROM DANGER DUE TO row PERFORMED BY THE ELECTRICAL CONTRACTOR 23.CONIiACOR STALL MAKE GOOD ANY LAW. TO TE WORK CAUSED BY FLOODS. STOMAS, ACTS OF GOD. ACS OF MEGUGENCE. STRIKES. VIOLENCE OR THEFT UP TO THE THE OF FINAL ACCEPTANCE Bf TEE OWNER. 24.CONTRACDR SHALL BE RESPONSIBLE FOR ANY LOSS OR FWRY TO PERSONS OR PROPERTY RESLLT.G EDGE NEGLECT OR ANY OTHER CAUSES ON THE PART OF THE EMPUTEES. 25.CONTACTOR SHALL NOT LEAVE ANY ELECTRICAL WORK IN A HAIARDO75 CONDITION. EVEN TEMPORARILY. 26.00NTRACTOR SAL. ERECT. MWHAN AND MAU_Y REMOVE ALL SCAFFOLDS. ST... FOLGS. PLATFORMS. AND LADDERS EARED FOR ELECRX'AL NSMUUTIONS 27.CONIRETOR SHALL NOT INSTALL WORK FOR WHICH H AN EXTRA CHARGE IS TO E HNADE WITHOUT WRITTEN APPROVAL FROM THE I NNER'S (EPRESERATNE AND THE INNER. A WRITTEN REQUEST FOR TOADY MIRK SEMI STATE THE NATURE OF DE WONT, BY WHOM REQUESTED. AND TE FRIGID BE CHARGED. 28ALL CIRCUITRY IN FINISHED .AS SHALL BE RIN CONCEALED. SWUM S1E CONDUIT GALL E 3/4 29.CONOAT COMECTOS AND COUPLINGS SEA_! E OF TIE ALL- STEEL. COPESSON TPE WITH NSUUTED THROAT. ELECTRICAL GENERAL NOTES 38.TFE CONTRACTOR'S RESPONSIBILITY TO HVANCE ALL PHASES N THE PANELBOARD5, LOAD). 39. MOTORSCOLECTONS OIIISSE PALL BE DONE WITH REXIBLESEALTTE CONDOR. 40.WRE AND CABLE GNU BE AS MANUFACTURED BY ANACOFG, WALKER GENERAL CABLE, GEMEIAL DECODE OR SWUM AND SELL BE COPPER. MINIMUM S CONDUCTIVITY OF 98. 41.FEEOERS AND /OR WINCH CRCUH CONDUCTORS SELL. BE TYPE SHIM OR THAN 112 NOM LYRE AND CABLE #12 AND .10 SHILL BE SOLID AND /8 OR LARGER SMALL BE STRANDED. 42.001 OUTLETS SHOWN ON A WALL BATE TO BACK SHELL BE OFFSET A MINIMUM OF 6' H TR ZONTALLY 43.000RDIATE LIGHT SWITCHES SAWN ON DRONES RATE DOOR SWINGS LOCATE LIGHT BMWS ON LOCK SUE E DOOR. 44.MOUNING HEIGHT FOR RECEPTACLES AND TELEPHONE OUTLETS SHALL BE PER PUNS OR AS REARED BY LOCAL JURISDICTION REQUIRELO85. F NOT NOTED, PROVIDE AT 18 AFF 45.YOLINTNG HEIGHT FOR SINGLE POLE TOGGLE STITCHES SHELL BE 42• AFF OR AS REQUIRED BY THE LOCAL JURISDICTION REGURDENR 46.PROJDE SAFETY HALTERS WHERE TUGGED AND AS REAL RFD BY CODE WIN RATINGS AS REQUIRED BY THE SYSTEM VOLTAGE. PHASE AND LOAD SERVED. 47.PROVUE NON -FUSED SAFETY SINEWS UNLESS SPECFIGLLY NOTED FUSED MD NEW 1 ENCLOSURES UNLESS NOTED OTHERWISE PROVIDE NEW 3R ENCLOSURES IN ALL EXTERIOR OR DIP LOCATORS AND NEVA 4 EF105URES M ALL WET LOCATIONS 48.STARTERS SELL HAVE OVERLAD PROTECTOR N EACH PHASE FOR MOTORS 1/3 HP OR URGER WAWA CONTROL VOLTAGE SELL BE 12W. PROVIDE CONTROL TRANSFORMER. F REQUIRED. STARTERS SOUL BE ND TYPE. TIM RED RUT LIGHT. PROAOE AUXILIARY CONTACTS AS REQUIRED BY LECIANKX CONTROL REQUIREMENTS. 49.LOXTE DECOMECT SWITCH. FOR S IEOMNCAL EQUIPMENT TO PERFT SERVICING OF EOUPRNL PROVIDE FUSES F RED BY. MANUFACTURE OF EOUPEENT FOR U.L. APPROVAL DADS MOTOS FOR PROPELO ROTATOR DIRECT ODPDUCFULS AS 50.PROVEE AN UPDATED muff ORECTORY FOR EACH BREL9OURD REVISED UNDER. THIS coNIRM.'r. 51- PROVIDE A COMPLETE ND OPERABLE LIGHTING SYSTEM, NCH .ALL INCLUDE IN PART FLUORESCENT URINE FIXTURES. BALL AST, LAMPS, LENSES. SUPPORTS. C ERES,' ERNES. HARDWARE AND ANY OTHER NECESSARY APPURTENANCES AS WY BE REQUIRED.. 52.ALL NECESSVRY ACCESSORY FREES FRIERS GAPS, BRACITIS, YOKES, PLASTER MMES EARL IRSCELLAEEO6 DEVICES AS REQUIRED FOR A COMPLETE INSTALUTON. 53.PROVDE LAMPS FOR EACH TYPE OF [RARING N ACCORDANCE WITH THE FIXTURE MANUFACTURERS LAND RECURRENT AND fECOfMENDATDNS. UNLESS REAMED OTER16E 54.FOIORESCENT LIGHTING BALLAST SWILL BE HIGH POWER FACTOR TYPE, CUSS P, ENERGY SAME. C. AND ER CERTIFIED AND RATED FOR SYSTEM VOLTAGE AND FREQUENCY WITH THE QUIETIST SONG: LEVEL WING AYAFAWE FOR TILE TYPE REQUIRED. 55.NSOLL SPPORTRD DEVICES TO FASTEN ELECTRICAL COMPETE?. SECURELY AND PEWELENRY M ACCORDANCE WITH EEC. REQUIREMENTS AND MY ADDMOWL LOCAL CODES. 56.PROADE COLOR COOED FOR FEEDERS AND BRANCH ERASE CONDUCTORS AS FOLLOWS: 208/120 VOLTS PHASE 480/277 VOLTS WALK A BROWN RED a ORAi0E BLUE C YELLOW WM_iE NEUTRAL caw GREEN GROUND GREET 57.APPLY CIICUF /COHRG/REI OE9RNIDN LABELS OF ENGRAVED PLASTIC LAMINATE FOR DISCONNECT SWIMM.S. BREAKERS. RA"EBUTTO6, PLOT LIGHTS. AND SUM HEMS FOR POWER DISTRIBUTOR AND CONTROL COIEONENHS ABOVE. 53.CJROFD ELECIICC_ SYSTEMS AND EOUPIEM N ACCORD MOL WITH WC EXCEPT WHERE MOUNDING N EXCESS OE NEC REQUIREMENTS N REEDIER. 59.ALL CROATS STALL CONTAIN AN INSULATED GROWLING CODNCOR THE BALL APPLY WIENER TOWED ON DE ORAW.G OR NFOE 60.SEPARATELY DEWED SYSTES REARED BY SEC. TO BE GROUNDED SHELL E GROUNDED AS APPROVED BY TIE AUTHORITY HANG J EOOEEOERL 61.000ROFMT: LIGRNG FEATURES NM TECHNICAL EOUP ENT AND ARCHITECTURAL CEILING PLAN. GRID LAYOUT NOCA1ED H APPROXIMATE ENV. LOCATION E LIGHTING FIXTURES SELL E AS DIRECTED N TE FELD BY TE ARCHITECT SYMROI II II II DEROMM SYMBOL SINGLE RECEPTACLE: MP! = 18 AFT DOPIER RECEPTACLE; YH = 18' OFF DOUBLE DUPLEX RECEPTOCE W = E8. OAF DUPLE, RECEPTACLE CONNECT TO OIEICAL WINCH CIRCUIT DOUBLE DUPLEX RECEWKXE DEFLECT TO mom BRANCH CUTOUT ELECTRICAL CORD REEL WI 40 FL SO CORD NE (2) RUE43LE LG5362 RECEPTACLES ELECTRICAL CORD FEEL W/ 40 FT. SO CORD AND 75 WE RAND LAMP AND RECEPTACLE SPECK. RECEPTACLE - FEME CONFIGURATION AS ROTATED FLOOR FLUSH MONTED RECEPTACLE FLUSH FLOOR MOUNTED SPECIAL RECEPTACLE TELEPHONE OUREF WALL MOUNTED TELEPHONE OM. FLUSH FLOOR MANED TELEPHONE OUTLET DATA OUTLET FLUSH FTAOR MOUNTED DNA WLLEF COMBINATION TELEPHONE / DOA HOLED, COMMON STARTER SERVICE DISCONNECT SCORCH UNIT CIRCUIT BREAKER MOTOR FLUSH MAIMED PAFELBGRD RECESSED PANEL OPR6 TELEPHONE TERMWV. CABINET MET. SURFACE RAMEY WITH POWER AND CO E NCJOOM SECIIG6 2 WIRES 3 WIRES 4 WIRES 5 WIRES SCHEMATIC SYMBOLS DE0MI N x • 3 P.E. 4 WIRE WYE CONNECTION ( GOUNDED NEURAL) _l' 3 PHASE. 3 WIRE DELTA COMMON_ TRANSFORMER.. DRY TYPE. UNLESS OTFERW15E LOCATED. - GROUND CONNECTKN - SYSTEM AND OR EQUPMLHL POWER AND LIGHTING SYMBOLS LOW VOLTAGE DRAIN. TYPE CRCUIT BROKER. LOW VOLTAGE DRANO T TYPE CIRCUIT WEARER MTH CURRENT UWNG FUSS FUSED CUTOUTS DISCONNECT SWITCH UNTUSED_ _tam -o o-111 LIGHTNING ARRESTER AND GROUNDED TO FROECT MI PHASES NETWORK PROTECTOR. -�� DISCONNECT SWITCH AIR WEN( WIDE FIRE. MOTOR OPERATOR FOR CIRCUIT BREAKERS OR SIITTC ES - CAPACITOR. -1E-- CONTACT. NORMV.LY OPEN (NO) - CONTACT. NORMALLY CLOSED (NC) !l CIRCUIT BREAKER (NON DRAWOUI) O SHUNT TOP. - _ THERMAL ELEMENT. O KIRK KEY INTERLOCK SYSTEM. ❑ SWITCHBOARD METER OR SWITCH AS DEFIED BELOW: EM POTENTIAL TRANSFORMER. RESISTOR. ▪ TOTALIZING VAT HOUR METER VAR VARMETER. ▪ COSTUMER METERING. ELECROMC ',SOLD STATE Up Q GI 0 6 WIRES CEILING MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX 242' FLUORESCENT LGHT 242' FLUORESCENT Mil ON EMERGENCY CIRCUIT 2'44' FLIXTRESCENT IIY;1T 2'44' FLUORESCENT LIGHT ON EMERGENCY CIRCUIT 1'44' FLUORESCENT UGB 144' FIUHORESCENT UGOT ON EMERGENCY CIRCUIT I'M' FLUORESCENT UGH 148' FLUORESCENT mu ON EMERGENCY CRCIRF SQUARE CEILING LIGHT FIXTURE EXTERIOR LIGHT FIXTURE / WATERPROOF TEPEE POLE SWITCH SINGLE POLE SNITCH SECURITY SYSTEM CARD READER CREW .TENON CIF ERGOT ABBREVIATIONS AMPS MC ANDS INTERRUPTING CAPACNY AFF ABOVE FINISHED FLOOR C CONDUIT CB CIRCUIT BREAKER (E) EXISTING EC RFT/ CONDUIT FA FIRE ALARM FU RILL LOUD AMPS G GROUND GO GROUND FAULT INTERRUPTER NP HORSEPOWER KVA KILOVOLT AMPERE KV KLOVOLTS KW KILOWATTS LTG UGMNG MAX MAXIMUM MCB PAIN CRQUTT BREAKER MOP MAN DISTRIBUTION PANEL MIN AMON MID MAN LOS ONLY (N) NEW NEC NATIONAL ELECTRICAL CODE NIS NOT TO SCALE (Al) . RELOCATED T TRANSFORMER RP TYPICAL LION MESS OTHERWISE NOTED ✓ VOLTS W WATTS s"Ws00 7 Total Site Sotcrlions DATE SCALE DRAWN BY CHECKED BY: JOB NO.: mnEssion- £avfrOnmentsfor More Than 30 Years srss ROAD ea sx 2137135 SaE38_713lsTE PROJECT - WAN Sod( Sbdmo¢,OwmgN&dteroll LIP 14 WALL STREET NEW YORK, NY 10005 Ad41.aY6As I ENGINEERING, P. C. 6251 AMAENDALE ROAD BELTSVIRF ,P SOD20705 240-737-7200 PERMIT REVISIONS 10 -30 -00 1126- 050 - 000 RECTA`+ == NOTES, LEGENDS AND ABBREVIATIONS NTS FAH DG E -001 LIGHTING FIXTURE SCHEDULE FrOURE IMPS SRN. CESCRPOMI MI ND 422 Wit 0 21( =1€4 , FIRrit . Ca MOIR f2SP-2-32-212,25.12 (-EL WOE SION 1555158C1 U05) 42 2 P2218 4 i rte RISME we. amen FURDIFSCENt 290111 IDDRED RUNE FUSED RUM= MUSE 1444 i.3-2-32-6Ut (-EL IHX SHOW IS EDEICIDIX UDR) 2,7 , 2 22222 ' , 1 CO , 41F-02NMED aware us mamas DIT SUR IKE DAME OR POW - 10/131112. WORE CR MULE FME 11110 MORS 23 MEOWED DC DOME BIKX POLIVIRDRIPZE NOUSE. 111EMIURCE 1111011 OW= 313.13,-DLR 1 2. . 1 , , , MINOR UDR MDR PREZ 3C011. ! swa-cau. aiaL KURD FERN, Eli asro EUEMERIC awsr mos r1111-130-277-3F-PE-4-4P-D3. , i , I 11 "m "m, Bj, B= W., I L4- 20 20 - 20 20 ( 4 11 1 11 I -2" 1 A M,. 2 /1 1' 1 . EN i I 11 II 11 A 113 18 8/1 18 8 18 LI I i 1 ,, Am Am . Bi 1 i I k, 11 20 - 20 A M E . ' M i . B M i , 1 11 1! t & ELL EM 444 . , u•1 2O 2 . 20 - dp, 20 ■ r ---- A lM i , 2 11„, 8 IM 14 120 C IAIE. ' M i . :1=1, 1;i1. DL= li '). 11 A 2 lj -- 'S ' ,T7 . 4. " : * =1, 6 A l=1:120,4 H EM 1 2 C 12312 1=110 C E2Dia D =I8 D E=1810=1, 1 : I i IF II A l= A l=1,, ' EEL &A ' Mau 1=1,2 C mio cm, °En. D=L irizi 16 ii ,. A=1 211,,, 1= Bi=, 2ci 'EEL tal 2um 1= ilzo, tt. 1 ' M i . 1=1, K IM 14 B M 12 C IM„ ' IM =I. io A M 1 , A M B IM 1=1 C /M A M A M B M B M C M 2 EalEy B M„ a lM„ iMai 1 , clo c D ® D ® )=, C M c=i D=1 Dm 8 ci= cm 2 11„, ' 1=1. ! A lM i , A M„ B M„ B I=1, 2 1=1 C 1=1 10 C M,. D M. D IM. tet. IVIED tet. A I= A IM M B IM 1:=1 C M C IM D M D IM _ 16 14 14 12 12 10 10 8 8 1 20 I I P 2 20 1 N. El. 4, --fr P E: P g. k 1 2 P P p IS1 EL1 22 2 , /PSR •4 EM 4 ral. 1235 E =1, E rZI, Fc=i G MI E E /M, F M, F M, 4 k u E IM, F IM, F M, 4 11 E, , G M, 4 E 111:131t El= E 1111tet 5Em 5 cm 7 E M, E LM F M, F M, F =I, G M, E 1 FL= I F1=3, G1= • EIl fm3 rcn, 41E„, G= E ® '1=3 Fm F 123 5 F M, G ® &ten Et=rE 1z1 Fm r i=1, 1=1, G I= 7 LIGHTING PLAN 7 9 1= 1= K M. "1 "1=1„ J=1, Ki=1, Km L IM „ L IM E , G M, G M. K M. H IM„ "m„ 1= 1=1 Ki=1, 1= 1= K M„ K M„ 1= 4 11,,, K IM 15 K M„ 4 [711. I M 17 " t4. L1 9 H IZI H j i=1 . 77=1 K =1 . L I=7: , G M. " M. " CEI H IM j IM K IM I , K M L I=1, 7 L =1 17 G M, G M. K M. H EM j 1=1 K M 1 1=1 17 G M G M. 4 11 E., 1=1 „ "M„ j =„ 4 111„, K IM K t, 4EM L ED, G I=1 7 G I=I g "L=1, H I=1 11 H CEI„ 123, 1=1, K IM K IZ:1 15 L IM G I:ZE1 71=1. " M. "=17", 1=1„ =1, Km„ Lri '1=3, I 19 23 2 3 114uaL. En, LJL. 9,. LANDLORD 23 TM,. tAk K M„, 4 111 EN Fl " j M i . K IM „ K M. L EM„ 1:2:31, 11'1 i9 1= 123, 1=1, L i= t , L M„ ii - 1=1 15 15 PrMu K KIM 411 G1 1=1 17 I • e B e 1 1 , 21 021 0 21 21 1[1 I LIE. - 21 21 6 It] . a ( 1 co w 23. [Li W 23 21 B B B ri 0 21 0 21 0 21 2000 -r 55 N \IV GRAPHIC SCALE 0 1 2 4 8 FEET 15 111 sum ve SCALE: DATE: DRAWN BY CHECKED BY: JOB NO.: REVISIONS Total Site Solutions_ Experts in Ilassiocr-Crit ical Haviromnents for More 77rare 30 Years 6251 ALCIICENIDALE ROAD BIES-SSVILLE. PAD 2070S 1_6613-78ERSITE PROJECT IBM SOM Skiden LIP 14 WALL STREEF NEW YORK,. NY 1000 I ENGINEERING, P. C. I 6251 AMMENDALE ROAD BELTSVILLE, MD20705 240-737-7200 LIGHTING PLAN PERMIT 1/8 = 10-30-00 MAO DG 1126-050-000 E-101 c RP I CRU-I BAC COMFL/TER SECURITY SYSTEM BAC PANEL RP 42 err---9 SYSTEM FURNRURE POU 2-2, 4 DU 1-4, 6 Global 3311 S. 120TH PLACE TUKWILA, WA 98168 z 6l I2 DRY COOLER DC-1 :. . . : . , : : I ! ■ ! • . . . • , , I • i : : : ' I ' I ' ; 1 ' ' ' ; 1 ■ i ; ' I , : ' , ' : ! . ! I . • I ; , • ' , I , I I : I 1 : ■ , I ■ ' : . I , : ; ; , i ; i 1 , , ■ : i ' 1 ■ I . I I 1 1 ! 1 1 ! : I I 1 1 1 1 1 1 1 i I I , _ I . I ' I • 1 Hi l I i • , 1 , I , (FIRE LANE) PARKING (E) 1 I 1 : , 1 , I , 1 , 1 I , I 1 I I 1 1 PARTIAL SITE PLAN- ELECTRICAL PERMIT BLDG. No.2 SWITCH GEAR (E) NEW CONCRETE EQUIPMENT PAD PARKING (E) 12460 -5 5 7 PARKING (E) N 0 1 2 4 8 FEET 16 SCALE yr = 1 GRAPHIC SCALE w cc Total Site Solutions_ PROJECr TRIM ENGINEERING, P. C. SCALE: 1/8' DATE: 10 DRAWN BY ENV' CHEERED BY: DG JOB NO.: 1126-050-000 REVISIONS Exper s Environments far Afore Rua 30 Years 13251 AIIMICEPIEWILE ROAD EGELTSVILLE,11.0, 207135 1..1388-7130-SZTE S 0 M Aidcaore, OwiilLas Merrill LIP 14 WAIL STREET MEW YORK, NY 10006 6251 AMMENDALE ROAD BELTSVILLE, Eao20705 240-737-7200 PARTIAL SITE SITE PLAN ELECTRICAL E-103 UPS BATT BATT BATT BATT UPS BATT BATT 11. BATT BATT 41v EINP22 "1 IT STATIC SWITCH! INNT, WAS UPS UPS UPS DISTRIBIITION CABINET CO) BATT BAIT IIIIIII nil BATT BATT 3311 S. 120TH PLACE TUKWILA, WA 98168 •••■•■••■ BAIT BATT CRU #18 FRONT FRONT 10 IT z g SI CS 51 I PANEL HD I I PANEL NC I FEEDER SCHEDULE mu PHASE CONDUCTOR. SCHEDULE APPLY CONDUCTORS ATf NEUTRAL, GROUND AND CONOIAF SHOWN N THE FEEDER TO EACH SET WHEN MIATFIE SE15 ARE REOIIREO. AU. COPPER [RAM OINFRv. NO1F0 PER SET NUMBER SETS RIME CONDUCTORS IEUIRAL GROUND CONDUIT 1302 1 3-12 - 1 1' 1303 1 3-13 - 1- 1' 1306 1 3-16 - 1 we 1311 1 3-1/0 _ 1-16 1 -1 / 1325 1 3-250 - 144 2' 1335 1 3-350 - 1-14 2 -1/2' 1344 1 3-4/0 - 1-13 2' 1350 1 3-500 - 7-13 3' 1402 1 3-12 1-12 1-18 1 -1/4' 1403 1 3-13 1-13 1-16 1 -1/4' 1422 1 3-2/0 1 -2/0 1-16 Y 1425 1 3-250 1 -250 1-14 1 -1/2' 1435 1 3-350 1 -350 1 -1/0 3' 1444 1 3-4/0 1-4/0 1 -j4 2 -1/2' 1450 1 3-500 1 -500 1-13 4' 2335 2 3-350 - 1 -11 3' 2360 2 3-600 - 1 -1/0 4' 3350 3 3-500 - 1 -2/0 4' 5360 5 3-600 - 1 -250 4' 6350 6 3-500 - 1 -350 4' 7350 7 3-500 - 1 -350 4' 9375 9 3-750 1 -750 1 -500 4' 32777 3 2 -777 - 1-11 3' AL t 5' 11151ER t RE - N. 1410. IA REF FLA=73 F1A=73 18001, 491 1 1 I fi0Q1 fi0D RE CF RA= B 11151ER t RE - N. 1410. 5 FA=73 F1A=73 18001, 491 1 64 6 a 1 RE CF RA= B RECT 82 i FUK73... 6 6'1 000 I 1 _ I FA=73 $ ,6001 .II n PDU 12 120/208, 30. 800A 480. 30. 60 HL 300. 65 KAC 800,k, 480. 30. 60 H,, UR, 65 MC 1 I 1 1 1 1 I' SEE PA1ET. SCIE0IAE , 132 400 12110. 4. ELECTRIC LOAD ANALYSIS LOADDESCRDMON LIGHTING LOAD GENERAL LOAD OPS SYSTEM LOAD W /CEARGE,G HYAC LOAD DC SYSTEM LOAD TOTALLOAD STA.. GENERATOR MAXIMUM OM) SYSTEM DESIGN DEMAND 48 7200 172 2228 INITIAL (KW, SYSTAKDEMAND 48 900 640 120 1752 01/0 -1250 kW OR 25001. - UT BIAS OF DESIGN IS FOR AN N+1 EDIAPI@R REDIR0NT 505101. SEE PANEL SCIEDIAE 6001. 460. 30. 60 HA 31. 65 IWC 1 PANEL. NC 1 1 I I I I I 117 I I 9 7 1 1 . 1 1 E AE PANEL HB PANEL 1D 360 7 2360 1 101 1335 T -1 1501161, °/ /27N ' /0 144 125 D2NpAg 1 V 4 WERE MAC 0 RECITER EAST. PANEL I 3 010 4E0/27N. A: 30, 60 ID. 14 KAC 1AUOT 7000.7 *DC PLANT #1 MCIVER MKT 1 400 • RAISED OM 1(0ENSY5 .0'4400 SERFS. PURER GBIET, PLANT DEUGN BUTE. CABINET PDU 112 120/20, 30.1 22517 225A .) 2254 ) T -6 12 7 480V- 480/2770 0/Y 35a' 4080 1_14 k A PRO ?TT T O CRITICAL SWITCHBOARD A' 4800, 30, 3W. 60H, 65 KAIC, 10000 TI / 2� MAF 1) 2 bier, 1325 SPARE SPARE 1.0000001. 1 144 ( 33501 BATTERY CABINET 3350 WANT UTILITY 40000, y 480, 30, 3. (A 9375 UPS STATIC 5WRCH CABINET BY -PASS CABINET 5360 480. 30, 21, 80H, 65 Km, TOO. tOtIMT 10ppp0�44T a 160OAF � 16000.E UPS DISTRIBUTION CABINET 9 n 3350 4000AF 9375 81010100 CABINET ET 0OKM_ SKr..e A e 'e' t^/ 254!0 125010 125010 460.30 48(0.30 400, 6062, WYE 4N. 6011,. WYE Qo Qo _ MB WA. 480 3P3P11. , 100KAIC TN;NC. 2 iiI7 jr SWITCHBOARD 'USA' LO1D BANK 40000. 48110. 30. 3WG 1000010 UPS MODULE A3 b PDU 2250 10000.E 480. 30. 3N, 6011, 65 1b1C, 1CKKA PROCUREMENT NOTE: ® SFPERA10 RRD0000 ODDER. 20/208. 30 RPPA 225A 225A RPM UPS 400 1 44 1 GE ERA NTOR A Q NOTES: I. PRIDE PROW90N FOR BUS EXTENSION TO CONNECT FUN/E 910N]80/FD. 2. PROVIDE FROMM FOR 4000 IF BREAKER 70 FEED FUME SIITOTB.RD. 3. ERODE PROVO. FOR FUTURE 00000BNG MOE FRTNDE A 24VDC sue COL NOTE PROFI T / NISTR NTA� EACH SWITCHBOARD: GENERATOR SPACE k PROS 150NVA, 30 60Itr. 1 n POD 17 RECTFE0 DISE PANEL 3001, 480/270. 400, 30. 604W. 14 KAC *DC PLANT #2 RECITER ME ET BITTER( CABINET 2001 ALL BRANCH CIRCUIT BRE 000 IN, SWITCHBOARDS NSA SHALL IOW OW TRIP SETTINGS NON- DRAWOUT INSULATED CASE BREAKERS A 1335 T -4 .15010M, 480-480/2779 34,6010, 144 225ST 2254E RD RECITER DST PANEL 3001. 400/27N, 80, 30, 6010. 14 MC BD. MEP 4-1 4-2 PD0 111 7 BATTERY 01139E0 NC 1 -33 1 -2/0 CU GROUND FIELD. 1403 I SPARE SPAR b t i7 4000AF 4- 3 , f ".9 1 RECTIFIER CABINET BDFP F ,2 1 0MF .13350 32777 Total Site Solutions 5per.S IHt8I.0100X- 5iU%G81 Erwin: Tm=1.Sfor More Thar, 3D Y ears PROJEE0 YEA0 Owings & Mein - 1 LLP I4 WALLSORttl NEW YORK, NY 10005 ,m�r0 ZTTn EGINEERING, P. C. 6251 AIOA7ENDALEROAD BEL'ESVILLE,MO20705 2404 7377200 0251 MIIIIIMENDPILE ROAD e1ELIZI ncE, e®zo70s SOM SCALE: NTS DATE; 10 -30 -00 DRAWN BY PERMIT LOAD BANK REVISIONS SINGLE LINE SCHEMATICS flEGEiu' CRY OF r FNF CHECKED BY: DG 10800.: 1126 -050 -000 E -201 1�OAF RECT DI 18001 FA=73 j 64 6 1, ,, .II n PDU 12 120/208, 30. 800A 480. 30. 60 HL 300. 65 KAC 800,k, 480. 30. 60 H,, UR, 65 MC 1 I 1 1 1 1 I' SEE PA1ET. SCIE0IAE , 132 400 12110. 4. ELECTRIC LOAD ANALYSIS LOADDESCRDMON LIGHTING LOAD GENERAL LOAD OPS SYSTEM LOAD W /CEARGE,G HYAC LOAD DC SYSTEM LOAD TOTALLOAD STA.. GENERATOR MAXIMUM OM) SYSTEM DESIGN DEMAND 48 7200 172 2228 INITIAL (KW, SYSTAKDEMAND 48 900 640 120 1752 01/0 -1250 kW OR 25001. - UT BIAS OF DESIGN IS FOR AN N+1 EDIAPI@R REDIR0NT 505101. SEE PANEL SCIEDIAE 6001. 460. 30. 60 HA 31. 65 IWC 1 PANEL. NC 1 1 I I I I I 117 I I 9 7 1 1 . 1 1 E AE PANEL HB PANEL 1D 360 7 2360 1 101 1335 T -1 1501161, °/ /27N ' /0 144 125 D2NpAg 1 V 4 WERE MAC 0 RECITER EAST. PANEL I 3 010 4E0/27N. A: 30, 60 ID. 14 KAC 1AUOT 7000.7 *DC PLANT #1 MCIVER MKT 1 400 • RAISED OM 1(0ENSY5 .0'4400 SERFS. PURER GBIET, PLANT DEUGN BUTE. CABINET PDU 112 120/20, 30.1 22517 225A .) 2254 ) T -6 12 7 480V- 480/2770 0/Y 35a' 4080 1_14 k A PRO ?TT T O CRITICAL SWITCHBOARD A' 4800, 30, 3W. 60H, 65 KAIC, 10000 TI / 2� MAF 1) 2 bier, 1325 SPARE SPARE 1.0000001. 1 144 ( 33501 BATTERY CABINET 3350 WANT UTILITY 40000, y 480, 30, 3. (A 9375 UPS STATIC 5WRCH CABINET BY -PASS CABINET 5360 480. 30, 21, 80H, 65 Km, TOO. tOtIMT 10ppp0�44T a 160OAF � 16000.E UPS DISTRIBUTION CABINET 9 n 3350 4000AF 9375 81010100 CABINET ET 0OKM_ SKr..e A e 'e' t^/ 254!0 125010 125010 460.30 48(0.30 400, 6062, WYE 4N. 6011,. WYE Qo Qo _ MB WA. 480 3P3P11. , 100KAIC TN;NC. 2 iiI7 jr SWITCHBOARD 'USA' LO1D BANK 40000. 48110. 30. 3WG 1000010 UPS MODULE A3 b PDU 2250 10000.E 480. 30. 3N, 6011, 65 1b1C, 1CKKA PROCUREMENT NOTE: ® SFPERA10 RRD0000 ODDER. 20/208. 30 RPPA 225A 225A RPM UPS 400 1 44 1 GE ERA NTOR A Q NOTES: I. PRIDE PROW90N FOR BUS EXTENSION TO CONNECT FUN/E 910N]80/FD. 2. PROVIDE FROMM FOR 4000 IF BREAKER 70 FEED FUME SIITOTB.RD. 3. ERODE PROVO. FOR FUTURE 00000BNG MOE FRTNDE A 24VDC sue COL NOTE PROFI T / NISTR NTA� EACH SWITCHBOARD: GENERATOR SPACE k PROS 150NVA, 30 60Itr. 1 n POD 17 RECTFE0 DISE PANEL 3001, 480/270. 400, 30. 604W. 14 KAC *DC PLANT #2 RECITER ME ET BITTER( CABINET 2001 ALL BRANCH CIRCUIT BRE 000 IN, SWITCHBOARDS NSA SHALL IOW OW TRIP SETTINGS NON- DRAWOUT INSULATED CASE BREAKERS A 1335 T -4 .15010M, 480-480/2779 34,6010, 144 225ST 2254E RD RECITER DST PANEL 3001. 400/27N, 80, 30, 6010. 14 MC BD. MEP 4-1 4-2 PD0 111 7 BATTERY 01139E0 NC 1 -33 1 -2/0 CU GROUND FIELD. 1403 I SPARE SPAR b t i7 4000AF 4- 3 , f ".9 1 RECTIFIER CABINET BDFP F ,2 1 0MF .13350 32777 Total Site Solutions 5per.S IHt8I.0100X- 5iU%G81 Erwin: Tm=1.Sfor More Thar, 3D Y ears PROJEE0 YEA0 Owings & Mein - 1 LLP I4 WALLSORttl NEW YORK, NY 10005 ,m�r0 ZTTn EGINEERING, P. C. 6251 AIOA7ENDALEROAD BEL'ESVILLE,MO20705 2404 7377200 0251 MIIIIIMENDPILE ROAD e1ELIZI ncE, e®zo70s SOM SCALE: NTS DATE; 10 -30 -00 DRAWN BY PERMIT LOAD BANK REVISIONS SINGLE LINE SCHEMATICS flEGEiu' CRY OF r FNF CHECKED BY: DG 10800.: 1126 -050 -000 E -201 SCHEDULE OF RELAYS RELAY NUMBER DEVICE CONTROLLED 303 STINT TRIP. PDT/ -1. P0U-2 303 STMT TOP, PDU -3. PDU -4 303 SLANT 1RD. PDU-5. POU-6 303 SHUNT TRIP. POLE-7. P06 -8 303 STUNT TRIP. PoU -9. PDU -10 303 STUNT 1RP. P00 -11. PDU -12 303 SPATE 304 STMT TRW. CRU -1. CRU-3 304 STAR 718, CRU-2, CRU-4 304 SILENT TRIP. CRU-5. CW-7 304 STUNT1RP. CRU-8, CRU-8 304 SHUNT 7RP. CRU -9. CRU -11 304 SHUNT TOP. CRU -10. CRU -12 304 SPARE 305 STUNT TRIP. CRU -13. CRU-15 305 DIM MP. CRU -14. CRU -16 305 SHUNT 1RP. CRU -17. CRU -19 305 STUNT IRH.. CRU -18. TAU -20 305 SNIT TRP. CRU -21. CRU-23 305 STUN TOP. CRU-22 '. 305 SPARE 306 SHUNT TRIP DC -I. DC-3 306 9MR TOP 00 -2. DC-4 306 SNIT MP. DC -5 306 SNIT GP PP -1 308 STUNT 1RP PP-2 306 SPARE 306 SPARE 307 STUNT TRP. MOVER 1A. 1B 307 SLAT TTB. BRIM :.1 -1. 1 -2 307 SUIT TRIP. BATTERY 1 -3, 1-4 307 STUNT 1RP.. BATTERY 1-5, 1-6 307 SUIT 118. EMERY 2 -1. 2 -2 307 STUNT TRP. BATTERY 2 -3, 2-4 307 STUNT TRP. BATTERY 2 -5. 2-6 308 SHIRT 1RP. RECITER 2A 20 308 STUNT TRIP, BATTERY 3-1. 3-2 306 STUNT I8, HOMY 3-3, 3-4 308 206817 TRIP„ BATTER! 3-5. 3-6 308 9HLWT TRP. BATTERY 4-1. 4-2 308 SHUNT MP. BATTERY 4-3. 4-4 308 SAINT 1RP. BATTERY 4-5. 4-6 SHUNT TRP, UPS -1 309 STUNT TRP, UPS -2 309 9LUNT 1RP. UPS -3 309 SHUNT TRP, UPS -4 309 'SPARE 309 SPIRE 309 WARE CA 120 VAC (PANEL) WIRING 1ERMNAL (TYP) 0 R30 MODE SELECT SW 8303 8305 - IHI-11 8304 8307 �I -4' CONIMED ON UPPER RIGHT 8307 LATCH 8301 tR8F1CI 1 EPO POWER ON 1 CRU SHUTDOWN ) 0 J! tATCx 83112 IRNATCH 8302 IR301 DUG ���- -- 11TH -� STUNT TRIP 1 SKINT TRIP PDU -/2 STUNT TRW POO- #3 SHIRR TRIP PDU- #4 SPATE SPARE EPO 51A1100 W/ COVER AND KEY RELEASE PS ( TYPICAL) ) TEST OK 1 ) EPO TEST M0SF I EPO OFF MODE I ELECTRICAL EPO SYSTEM SCHEMATIC A73 r DOG CONTINUED FROM BOTTOM LEFT MOUNTING HEIGHT AT 5' -0" AFT: TO TOP SURFACE MOUNTED CABINET. ROE AS MODE SELECTOR SWITCH (KEY OPERATED) MOMENTARY SPST -PUSH BUTTON ENGRAVED PHENOLIC NAMEPUTES (TIP) 0006NED TESTI MODE SELECTOR SWITCH EPA. DONE CONTROL PANEL I EPA POWER ON I EP.O. ARMED OFF MODE l i EPA ACTIVATED I Iam sxwoovni I ZONE NAME E PER SCHEMA EPO CONTROL PANEL DETAIL NIS TYPICAL EPO STATION NTS HINGED FRONT COYER NEON PILOT 0060 (TYPICAL) SEQUENCE OF OPERATION AN EMERGENCY POWER OFF (EPO) SYSTEM SHALL BE PRIMED FOR THE INDICATED TENANT SPACE THE SPACE SHALL BE PREMED WOO AN EPO CONTROL PANEL (ECP) AND EPO PUSHBUTTON STATIONS. EPO CONTROL PANEL 1. POWER TO ECP SHALL BE SINGLE PHASE 120 VAC PROVIDED BY UPS POKER PANELS (PDU- 2 -42). A WHITE NEON MR ON THE ECP SHALL INDICATE POWER IS 000100LE. ALL COMPONENTS SUCH AS RELAYS. PUSH BUTTONS. ROTARY. SWITCHES, PILOT UOIT5 SHALL BE INDUSTRIAL GRADE BY SQUARE D OR ALIEN BRADLEY. PROVIDE CONTACTS ON RELAYS AS NEEDED PLUS TWO SPARES EACH (01MHUM). 2. THE ECP SHALL BE CAPABLE OF OPERATING N THREE MODES. 'ARMED'. 'RSM" AND 'OFF'. OPERATIONAL MODE SHALL RE SELECTED FROM A KEY OPERATED SELECTOR SWTCH. STATUS OF THE SWITCH POSTON SHALL BE REPORTED TO THE MONITORING SYSTEM. FPO 5G1ON A. ARMED MODE A WHITE. NEON USW ON 1HE ECP SHALL LLUMNATE WHEN THE ECP 6 PLACED IN ARMED MODE DEPRESSING AN EPO STATION'S RED. PUSR6UTWN SNITCH. SHALL. CAUSE THE. F'OLLONIN.. RED NEON LXTHT(S) ON THE ECP SHALL n1UMNATE DEDICATING AN EPO SWITCH HAS BEEN ACTNA1E0 AND 060 LINTS L e. WC UNITS) LAVE BEEN 9100 DOWN. THE 'EPO ACTUATED• RELAY SHALL BE ENERGIZED AND SHALL SEND A SPILL TO THE UC15 (DATA CENTER MONITORING SYSTEM) AND SALL ENERGIZE THE AS50CIATED . SHUT DOWN REIAY(S) IN THE ECP PANEL. CONTACTS FROM THE CRU UNITS, RECTIFIERS. UPS I BATTERY. AND PDUS SHUT DONN RELAYS WITHIN THE RELAY PANEL . SHALL SERVE TO ACTIVATE TIE AFFECTED AREA'S REMOTE EPO CONTACTS WDON. POWER DISTRIBUTION LINTS''. AND AR 'CONDITIN ERS N1 1 SERVES THE AREA: THE ECP'S RED 681001OR UGHT(s) SALT KIN N ACTIVE. UNTIL. THE ECP'S RED INDICATOR LN1R(S) SHALL REMAIN ACTIVE UNOL ALL EPO PUSH BUTTONS HAVE BEEN RESTORED TO THEIR NORMAL STATE BY MEANS OF A KEY RELEASE MECFAN0M AND TIE ECP'S RESET PUSH BURGH. 6 DEPRESSED. B. 1E5T MODE PLACING THE MODE SELECTOR SWITCH N THE TEST. POSITION SHALL CAUSE TIE TEST RELAY TO ACTIVATE THE AC WAION OF NJ. ZEST: RELAYS SHALL. CAUSE AN AMBER NEON 0GHT ON THE ECP TO ILUANATE WHEN THE ECP IS PLACED N THE TEST MODE. ALL ASSOCIATED SHUNT TRIP FUNCTIONS ARE DISABLED 6Y MEANS OF TEST RELAYS. INS MODE ALLOYS 7NE EPO PUSH BUTTON STATIONS TO BE TESTED WITHOUT REMOM00 POWER WHEN AN EPO STATION 6 ACTUATED. THE 'EPO ACTIVATED' RELAY ROLL BE ENERGIZED. THE 'EPO A IIIOI600 RELAY SEWM SEND A SIGNAL TO THE DCIAS AND SHALL ENS THE ASSOCAIED SHUT DOWN RELAY(S) N THE ECP PANEL. ALTHOUGH THE SHUNT TRIP FTNCTONS ARE DISABLED. A WHITE NEON LIGHT ON THE ECP SHALL BE R.LUYRNOTED BY THE SH IR O TRP RELAY, BWTNG PROPER SYSTEM OPERATION (TEST OK). C. OFF MODE A GREEN NEON LIGHT ON 11E ECP SW1. LLUIRNTE WHEN THE ECP 6 PLACED IN 'OFF' MODE 68091W 006 6 014060 88 16F' .OD Alt EPO STATIONS. SHUNT TRIP FUNCT00$. AND TEST FUNCTIONS ARE DISABLED. 1H S IOM ALLOYS FOR SERVICE TO THE EPO SESTET/ WITHOUT RISK OF ACCIDENTAL POWER LOSS. 1. EPO 5001OP6 ROLL BE 8CAIEO AS mono 60 1 06 2.N 7180 RAMS 2. EEO STATIONS ROLL CONSIST OF THE FOLLOWING CQPOIENIS A. RED PUSH BUTTON MMTH ,NOTdALLY OPENED CONTACTS THE PUSH BUTTON SHALL LOCK N THE DEPRESSED POSED . THE PUSH BURGH SHLLL BE RELEASED TO ITS NORMAL STATE BY MEANS OF A KEY RELEASE Y 001689€ a HINGED PUSH BUTTON COVER TM SAFETY RN AND HINGED TEXAN COVER GUARD TO PROTECT PUSH BUTTON STATION FROM BI DENTAL CONTACT BY PERSONNEL OR EQUIPMENT. �z000 -357 Total Site Solutions DRAWN BY REVISIONS Eg er.F LAM 000068- Crffica1 J IR0068 reaLSfar More Than 30 Years 132.9 AA.tI@1DN_E RCM," eats -E, z 19es.780s111E P0OJECTTEA0 SOM Skidmore Owings 000.EH 7E LLD D4 WALL STREET' NEWYORK, NY" I0005 raer. rinM I ENGINEERING, P. C. 6251 ANJAENDOALEROAD BELTSVJLLEMD2O7O5 240437 -7200 SCALE NTS DATE 10 -30 -00 CHECKED BY: DG JOB NO.: 1126 -050 -000 PERMIT EPO SCHEMATIC FAH E -202 1=J • • s—I • a • • s-{ b • •� • • "4 s—I I= • s--I I= • 9-1 a . 5- 1 a • s -H • � • r=1 TGB -12 TGB -11 �� •. ' TGB -10 GROI NDNG WIRE SHALL BE •2501ICM NSIAATED WRE N CONDUIT TO MAIN BLDG GRD BUS TGB -9 • 1' ENT TELECOM CONDUIT WITH BUSHING RING TGB -2 TMGB • b I • =I I • • • 23 z4 it /4' COPPER GRD BUS PRE -DRLLED HOLES B-LRE ISTi -476 -K GROUNDING SCHEMATIC NTS TGB -3 48 1e1/4" COPPER GRD BUS PRE -ORLLID HOLES B-UNE /S13-476 -K GENERATOR PARALLELING SWRCHGEAR PARTIAL ELECTRICAL RISER NTS _. / 4000A, 480V. 3P. SECONDARY PROTECTION BREAIfER N NEW 4 ENCLOSURE URULY 2500KVA 24KV/480/ TRANSFODER WITH PRIMARY PROTECTION v iot / 24KV ItRIXORO \ U1NJTY FEEDER FELD TO VERIFY 2 -5' CON91UIi5 CONCRETED 'ENCASED GENSET jt GENSET /2 F GROUNDING BUS DETAIL Nis XX X-X /4 /O u/O XX 12 (iNP) WO MP) oc \— ■V hoc \.. „ � NN IN /1/D CT O RAISED FLOOR - PEDESTAL GROUNDING DETAIL Nis (TYPICAL FOR ALL RAISED FLOOR AREAS) 0 TO NEAREST TGB /4 /0 RISER NOTES: 0 4 fa W /1 - /10 cm IN 1'C 0 NEC. S® JUNCTION BOX. O 9 SETS OF 3-750. MCM W/1 -500 NM GRD. EACH SET IN 4 C. 0 NOT USED. 0 6 SETS OF 3-600 MOM W/I -500 MGM GRD. EACH SETS IN 4' C. 0 NOT USED. 0 GENSET EARAROt_ PANEL 0 GURU PANEL 0 CONCRETE HOUSEKEEPING PAD (3000 PSI CONCRETE). REFER TO STRUCTURAL DRAWING FOR DETAILS 10 SEAL CROAT PENETRATION W/WEATHERPROOF SEALANT. it I• CONDUIT' W /CONTROL WIRING FOR GENERATOR. 12 . JUNCTION BOX FOR GENSET MONITORING CONTROL WIRING. azaOn -357 1, Total Site Solutions_ Ccombrft SCALE: Experts ire 3.ffssion-Critical Enviimments for More Than 30 Yeas 5254 ANSAIENDALE ROAD eF isVncrF. emanas 4 A8H_78fk5[LE PROIECTTEMF SOM Skidmore, Owing & Mrm71 11P 14WA1LSARtEA NEW YORK,NY 10005 c s i ENGINEERING, P. C. I 6251 Ab4AENDALEROAD BELTSVICLE,M D20705 240 - 737 -7200 NT DATE: 10 -30 -00 DRAWN BY FAN CHEOGAD BY: DG JOB NO.: 1126 -000 PERMIT REVISIONS GROUNDING SCHEMATIC E -203 REMARKS: CIRCUIT HACHOER SHALL FE VOIDED CASE WITH EEECTROMC TRIPS. PANEL HA ;0§ 14 T TLT ROM 1 1/ 1 1/4- ff l/ '.:.... CRU-17 W /DH WT CO. spARE CR1-15 w /Dr cot I CRU - w /SHAW Cot TPACES CRU-11 W /THUHT cod CRU -5 w /SH lr COIL H RP CRL! -9 W /SHUNTWd I CRU - i W /SHALT COd REMARKS: DRUiD BREAKER SHALL BE WOWED CASE WITH ELECTRONIC TRIPS. 1 2 3.4 5 6 7 PANEL HB 040000111000 m0 En ROOM I ERR ' CRa- tRw /sexlr cad 011.1-12r /SHUNT Cad SIWRE CRU-2 W /SMMT. COL CRU-6 W /4#MT COL CRa -4 W/S UNT COL CRU-A w /SMMT COL SPARE SPACES cRU wialuert CO cAD W /SMMT COL CRU-18 W /SNIT COL jOE3 #2091 /GLOBAL ONE—SEATTLE m 0 0 rti 5 z 00 gqpiM Ppg n it 0' 0$00 TV 0 00 — lug i"1R A 1 > Igli 10 0000001 w r.." g P r 1"9 1./1 :4; :1;■ sa s. 7P 5 !!!1 19n 2 84 SPA II ;11 311 S. 120TH PLACE TUKVVILA, WA 98168 ••■•••••••••••■••••••••■••••••■•••••• A 110 L'M t- A 0 91 il P1 z LJ FOSS SIREAMGIARD CATCH BASIN INSERT (TYPICAL ALL CATCH BASIN GRATES ADJACENT TO WORK AREAS) TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESL) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. A 'FOSS STREAMGUARD INSERT' OR EQUAL SHALL BE INSTALLED IN ALL CATCH BASINS ADJACENT TO OR RECEIVING DRAINAGE FLOW FROM NEARBY WORK AREAS 4. THE TESL FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL SITE IMPROVEMENTS TO THE EXISTING BUILDINGS SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE TESL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACIUTIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/MSC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESL FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING TRENCH EXCAVATION STOCKPILED ON EXISTING PAVEMENT, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR MORE THAN FIVE DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH. OR WITHIN 48 HOURS FOLLOWING A STORM EVENT 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DCWNSTREAM SYSTEM. 11. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS. 12. NO SANDBAGS SHALL BE USED ON THIS SITE. BAGS MAY BE FILLED WITH PEA GRAVEL AND USED ON THIS SITE. 13. WATER SHALL. BE USED FOR DUST CONTROL APPLY WATER WHEN EXPOSED SOILS ARE DRY TO THE POINT THAT WIND TRANSPORT IS POSSIBLE. SPRAY AREA UNTIL WET, DO NOT GENERATE ANY RUNOFF BY SPRAYING. IF NECESSARY. APPLY HYDROSEED OR LIGNIN —BASED TREATMENT TO SLOPES. 14. PAVEMENT AREAS'. SHALL BE SWEPT ON A ROUTINE BASIS TO MINIMIZE CONSTRUCTION DEBRIS AND SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM. GENERAL NOTE: CATCH BASINS SHALL BE INSPECTED AND OBSERVATIONS LOGGED AS A BEST MANAGEMENT PRACTICE. LOG SHEETS ARE INCLUDED WITH EACH UNIT. THE REPLACEMENT FREQUENCY IS DEPENDENT ON CONTAMINANT LOADING AND SEDIMENT LOAD VOLUME. RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE — CONSTRUCTION MEETING. 2. INSTALL CONSTRUCTION FENCE EAST SIDE OF CREEK 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION ADJACENT TO WORKAREAS. 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. g_ RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IOWAYS IN ACCORDANCE WITH THE CITY OF TUKWILA TESL MINIMUM REQUIREMENTS 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN FIVE DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST. PLASTIC SHEETING OR EQUIVALENT. 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BAPS REMOVED IF APPROPRIATE. TRENCH EXCAVATION STOCKPILE TENSAR GS -1 SAFETY FENCE OR EQUAL 10' I ( GALVANIZED WARE O • • i i ` i i i i 4. • ♦ i i1 i i ♦♦ 0i i i i i i i i i i i i i i 1, IA ii I,i ♦iQ iii i��Q �iQ iiiih Q iiii. •• I _I, I - 1 = 1 =1 -1E � 1 = =- u STEEL FENCE POST NOTES: 1. CLIP FO GALVAN WIRE. 2. WIRE FENCE ENCE T TO STEEL FENC POST. TEMPORARY CONSTRUCTION FlENCIE DETAIL NO SCALE PLASTIC COVERING AS REQUIRED STRAW BALES (TYP _CATCH BASIN WITH FOSS STREAMGUARD INSERT TYPICAL WORK AREA DE TAL NO SCALE WORK AREA (TYPICAL) N OFmTI --1 I I 0 SO 100 200 A PORTION OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON CONSTRUCTION FENCE OW) 3 CONSTRUCTION FENCE (TIP) j CONSTRUCTIGN FENCE ( A S REE 2 01 SOUTH 124TH STREET Incloo ty 3d7 plans have been revieo ed by the Public orks Department for conforpmance with current I (qty standards. Acceptance is 'subject to errors and I I oplissions which do, not author ae violations of a opted standards or ordinance : The sponsibility f re r the adequacy of the desi rests totally with the Igner. Additions, deletions or revisio to these Wince after this date Will void this ncceptam d will require a resubmittal revised subsequent approval. t 1 € Final acceptance is subject to field inspection by the Public \Corks... utilities inspector. Date: ( $y: 0 z z Z 0 s JFo P a z ts. aC 0 _ Fcc [ �a 4 "- W 0 'Z 0 Q _ J m � y 7 fiE '. , 0 0 -3a U Si z