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HomeMy WebLinkAboutPermit D2000-208 - EXODUS SEATTLE 3 - PHASE IEXODUS SEATTLE 3 PHASE 1 3355 S 120 PLACE D2000 -208 u City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. Parcel No: 102304 -9069 Address: 3355 S 120 PL Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: SABEYCI033KM Permit Center Authorized Signature:_ Signature:__ Print Name :__ DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -208 ISSUED 09/01/2000 02/28/2001 Date: _q — 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 riot. 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. Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED /AFA .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Y Streams: OCCUPANT EXODUS SEATTLE 3 - PHASE I Phone: 3355 S 120 PL, TUWKILA, WA 98168 OWNER SABEY CORPORATION Phone: 206 - 281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT STEVE BLACK Phone: 206- 277 -5221 SABEY ARCHITECTURE, 12201 TUKWILA INT'L BL, TUKWILA, WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206- 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 '****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCTION OF INTERIOR PARTITIONS, FINISHES, AND EQUIPMENT ESSENTIAL TO OPERATING PHASE I OF FACILITY. i************************************************************************************- Construction Valuation: $ 16,000,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 99,596.44 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. am authorized to sign for and obtain this development Date:__ _ - -`- --- ____ - -- c e j V 0 0 co o w = ' J H w0 u. = d : w 0 z �. , 0 u CI H w H a I " z t = . OH z Address: 3355 S 120 PI. S u •i t. e : Tenant: "f.ype :: DE VPIHM Par4:;c 1 It : 102304=-9069 , CITY OF TUKWi11.. :A Permit. No: D2000 -208 Status: ISSUED Applied: 06/28/2000 Issued: 09/01/2000 *** * * : * * * * * **** ** **** *• * ** * * * *** *h*** ** ** k***** ** * **k ******** ** *•k ****k* * ** * ** Peirmit Condition► . 'No rhariyes will be made to the plans uni ess approved by the i iriecr and the I ukw•i la Building :Division►. Any new ceiling grid and . 1 i ght Fixture, i nstal1 at i on i ss required to me:et lateral :. bracing requirements for Seissm•ic Zone ` 3. . Partition walis, attached to cei1ing grid must be - laterally braced , if over 'eight, _(3) feet in length. Any :exposed ;I rrsu 1 at i i%ris backing ; .materiel shall ,,have a Flame Spread Rat, trig o,f 25 ' far less,' and material shall bear ideriti - ' f •i cat •ion show trtg the' fire performance rating thereof. . All construction " :to be: done i r;►' corif or•inance with . approved 'Plans and' requirements of,: :the Uni form- Elui ld•Irig Code': ( 19 Ed iti(fl)q as amended Uniform Mechanical Code ( 1991 Edition and Wash i ngtori State Energy Code (.1997 Edition) J 6. :Val i d ty of Permit . The ,..,.issuaric e of permit or approval` of p l arts , spec<if i rat ► ons, , -and c omputat i oris s ha i l not be cori str ue,d_c to be a permi t for:," or ari apurova 1 of,, any v i o l at i ori of ay.;/ ay.;/i of the pr.ovis;•i :onss of • the •bij'i 1cl'irig "code or of -any' othE r,, ordinance of the jurisdiction No . permit presuming to give =x �.zut ty ; to v ► of ate •-. or ' cance l the provisions of this,. co r sha l 1 `be: v All Vii ► at.k storage r equ r es a separate pF r m i t ..through the City of T6 kw i 1 a ',Structural ructural calculations stamped by a Wash ir)gtciri State ,lki cerised Structural Engineer' are .r•equ i r ed`, for `rack ' storacge,,over',eight (8) feet iri hei.ght.` 'El ect ri cal perin•i is shall be obtained, through the Wash i nngtori State DI ;V,i s i,ori of Labor and Sndustr i es arid ' all electrical, work wi1 , be inspected by that agency (248 There shall be rio occupancy of the b u i l d i n g ( s ) ' until the final •i nspecit, i on h as been ;.completed by the Tu kw i 1 a B u i l d i n g irispeyctor . .' 10. All mechanical work', shall be under separate permit issued by the City of Tukwila. 11. VENTILATION IS REQUIRED RED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING Dliii D.I:NC,S IN.CONF'ORMIANCE: W1: I H THE ;.UNIFORM BUILDING CODE AND THE IF WASI;IINGT'ON S1 ATE ; VENTILATION AND INDOOR AIR QUAL.11 Y CODE, CHAPTER R 5 1.13 - WAC . II UO O co 0 F_ • w !. LL H :. w z co F _- C) Project Name/Tenant: 1 , sa r xc S C® MUK11 C-$17 Z) MS Value of Construction: j. k,1 M DtU. e7) Site Address: City State /Zip: 3355 S. I2DP4 PL. ewe s - UKw)c - W Tax Parcel Number: 102304 -1)0 Property Owner: 1 5' /io I M T N/tM/VAL &1761/0-7 7 ac_ Phone: �� 1-816-0 Street Address: City St to /Zip• 11741 7UirW 11-4 ma. 5bvt7 4191 WA- 716r Fax #: x(260 Z8' t - Uct Z O Contractor: -(- [ c Co kJTR 'Jc_3tl o l3 Phone: (ZL a) 2, h- noz5 Street � Add - r � e { ss: ,'fA' / w { 'f .n �7► City jjj Sttate /Zip: VZ2 I rcl ti% itil OJT- - &Yi9 O�I I Vk WA l A /t0 /� V Fax #: ��� 2$it Dg?d 0 Architect: F-06420(5-1 '� (�C I T�LTU IZ L Phone (,) 1^ g . 7 �� Street Adds: City Statg/ ip: „ 1220 I - TUgwt ul / N T ( l b 5m 6 INA r(( Fax #: (2©4) 221 001 20 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: S' ENE alftd/C- d 44 SA N Phone' 600 Z77- SZZ-t Street Address: City State /Zip: Fax #: 0426 a 1") � Description of work to be done: corns T o 1J of 1 1JI1tZ-1Die. FA-27T% T1d NS, >`1i ns 1-I65 ,A -ni el)1 rnievxr 6--S5 ttw ?D &ptrti KG P1-1/1st I r- r''v' ci '1. Existing use: ❑ Retail ❑ Restaurant El Multi- family ❑ Church ❑ Manufacturing El Motel /Hotel / ❑ School /College /University El Other Q(arehouse El Hospital Office Proposed use: ❑ Retail El Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School /Coll /Unjversity p(Other ELECrt20 N1-- 51 1761. C3� D6 Will there be a change of use? 11 yes ❑ no ' If yes, extent of change: (Attach additional sheet if necessary) AttOW4JI.L ON Ptg Ml-/-1 24 N i AIV Will there be rack storage? El yes L.J no Existing fire protection features: LJ sprinklers LJ automatic fire alarm El none ❑ other (specify) Building Square Feet: 554; //5 existing Area of Construction: (sq. ft.) l op 7s OZIU F- Will there be storage of flammable /combustible hazardous material in the building? yes ❑ n W eets it/ Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quanti es & aterial Safety ata S CITY OF TUIC.A 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 through the mail or facsimile. El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: El Sewer Main Extension ❑ Storm Drainage El Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 V D e pUcation ex fires: — � — d0 App 5n by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 APPLICANT: PUBLIC ,W /CIVIL OF THE FOLLOWIN • '(Additionalreviews may be determined:bythe Publ/c Works Department). : ❑ Flood Control Zone El Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only nrr. BUILDING Y UTHO ED AGENT: Signature: '1 Date: 0/zelez, Print name: 0- 6/6- ,I, ,r . a` Phone: 61j:t 777 ,6 zz1 Fax #,a',1 %G, �'�.1_ e9 zo Address 1 201 ZUKW114 IN/T LVr 47N City /State /Zip ,.. WA ALL COMMERCIAUMULT6i4MILY TENANT IMPROVEMENT/dirERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE Mt OWING: > 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 SUBMITT ❑ omplete Legal Description ❑ ❑ etro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (F rm H -13). Business Declaration required (Form H -10). • o ur (4) sets of working drawings (five(5) sets for structural work), which include : Site Plan ❑ (including existing fire h g hydrant location (s ) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or 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 z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change c of use only) 6 0 11. Location and gross floor area of existing structure with dimensions and setback 0 O 12. Lowest finished floor elevation (if in flood control zone) 3. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form ood LLI co u) u CI Floor plan: show location of tenant space with proposed use of each room labeled w F ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w Q any hazardous materials; dimensions of proposed tenant space. u) a CI x ❑ Vicinity Map showing location of site 'l _ Z1.- El ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O layout and all exit doors: Show dimensions of aisles, include dimensions of height, length, and width of w w rack. Structural calculations are required for rack storage eight feet and over. v 0 ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 0 H in El Construction details w w - U ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of w water supply to sprinkler vault with documentation from contractor stating supply line will meet or ii Z exceed sprinkler system design criteria as identified by the Fire Department. v O ~ ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ❑ ❑ 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 APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 cY MIL al h asi BEY ARCHITECTURE PROJECT: To SABEY CONSTRUCTION, INC.: You are hereby directed to promptly execute this Field Order which interprets the Contract Documents or orders minor changes to the Work WITHOUT any change in the Contract Amount or Contract Time. If you consider that a change in the Contract Amount or Contract Time is required, please notify Sabey Architecture immediately and then submit your itemized Change Order Proposal to the Architect within the time frame required in the Contract, and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, the Construction Change Directive will be signed and approved by the Architect and Owner. Description of the Work: The following description of work is added to the construction documents for revisions to the first floor Security Rooms to install turnstile security doors within each area. 1• Refer to Drawirg_Sheet A2.12, A2.13 A. Revised drawing: AR -25. AR -26 ( 11/6/00) 11" x 17" Security Ro ns_L�bby 100. 127. 145 V CORREC�T�ON LTRIt _J�-- T.I. for Exodus Seattle 3, IG East, Bldg 5 A.F.O. #: 1'X020 3355 South 120' Place DATE: 6 November, 2000 Seattle WA 98168 Reason for this Field Order: Security Turnstile Door Installation Please respond by: ARCHITECT'S FIELD ORDER RFI Reference: S -Arch PROJECT #: 00 -10 -08 IVFD CITY OF TUKWILA NOV — 7 2000 Pour CENTER p .. Dcbzoe Attachments: Per Above By: Fred Allie SABEY ARCHITECTURE • 12201Tukwila International Blvd, Fourth Floor • Seattle, WA 9868 -5121 • (206) 281 -8700 • FAX (206) 281 -0920 WORK AREA ECE RIVED . CM' OF TUKWILA 14 04 — 7 2.0 pEstAli CENTER REi11ON\i0, CORRECTION LTR# o o ' 1•1 _IC:11 =3 I 4.. PROJECT r=i (r=e0=s CE=I =II II EXODUS SEATTLE 3 INTERGATE EAST I a.. SECURITY SABEY ARCHITECRJRE 12201 Tukwila I WORK AREA F I SI- I ,.. TIMIIIIIIIIIIMII u C� �I1'1 ■ ,_• _ � � � I�Illllli „ i� IP . ,;a �� ���•.� � ;1 P E WORK AREA •■■ • 1 a -- CL a a' CI! V PROJECT SABEY A R C H I T E C T U R E \- tlov 1 7 20 11 �ti;�G U4VtS� Lwc DRAWING AR -025 DRAWING TITLE SECURITY TURNSTILE INSTALLATIONS @ CRM 100, 127, 145) EXODUS SEATTLE 3 PHASE # 1 DATE 11 /6 /00 INTERGATE EAST REF: SHEET A2.I3 SCALE NTS ISSUED W /AFO #EX020 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168 -5121 Ph: 206 - 281 -8700 Fax: 206 - 281 -0920 w�,h „uw'�ii: ?s ,r xrri €uir :dUAtsl' wtF,ee�i?sii9f+Yi. U C i Co N CO Li., W O U. a ' CO n _ H W. z j W H � o 0F 0 H W iu — 1L E' -0 w z rz 0 - 0 z TWO HO! ROI L—U; I' -...,, , 1 ^ ...) . _ UP • C11 ' CO RI:1E TION LTR# CN — (0 I x f :•\\ ;. 7* v ‘sh‘ • ....S., 3 UP 4' - 4' 4 - 4" 2 -10 1/2" REViSION C N PROJECT __— pi II SECURITY TURI EXODUS SEATTLE 3 INTERGATE EAST SABEY ARCHITECTURE 12201 Tukwila Intc • I 1 '• - .. - I 1 i'. f + \ I -- i ,, — , .. „ ' ----' 4 D 5'-0" 3 LI 4 UP PROJECT TWO HOUR RATED Fai -up SHUTTER ef.)•• , 2 ,0 -6 7/8" 0\k\N k-1\ CI l'ArVI I P 3 1/4" 7 zt• • 5 " I I ....... - FILE COPY CITY °F Tincol LA \ ...., .., ..., • NOv - / a 0 PERMIT CENTER DRAWING TITLE SECURITY TURNSTILE INSTALLATIONS @ (RM 100, 127, 145) EXODUS SEATTLE 3 PHASE # 1 DATE 11/6/00 INTERGATE EAST REF: SHEET 42.13 SCALE 1/8"4-0" ISSUED W/AFO #EX020 SABEY ARCHITECTURE L„) • FE 2D --2D8 DRAWING AR-026 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168-5121 Ph: 206-281-8700 Fax: 206-28' w la D C) Q U) W ul 0 u . • 3 ▪ 0 Z UJ uj D 0 0 - CI I- W u j' I 0 Z LLI 0 co 0 17 ABEY ARCHITECTURE PROJECT: Description of the Work: ARCHITECT'S FIELD ORDER T.I. for Exodus Seattle 3, IG East, Bldg 5 A.F.U. #: EXO2O 3355 South 120 Place DATE: 6 November, 2000 Seattle WA 98168 To SABEY CONSTRUCTION, INC.: You are hereby directed to promptly execute this Field Order which interprets the Contract Documents or orders minor changes to the Work WITHOUT any change in the Contract Amount or Contract Time. If you consider that a change in the Contract Amount or Contract Time is required, please notify Sabey Architecture immediately and then submit your itemized Change Order Proposal to the Architect within the time frame required in the Contract, and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, the Construction Change Directive will be signed and approved by the Architect and Owner. The following e c iption of work is added to the construction documents for revisions to the first floor Security Rooms to install turnstile security doors within each area. 1. Rehr to Drawin . Sheet A2.12,.�2.13_ A. Revi ed drawin ' -25 AR -26 11 6 0 LTR# S -Arch PROJECT #: 00 -10 -08 R acevEo CITY OF TUKWILA NOV — 7 2.000 11 Security RQD.naLs 2bYJ.Q9,122,145 PERMIT CENTER REVoION NO1 Attachments: Per Above RFI Reference: Reason for this Field Order: Security Turnstile Door Installation Please respond by: i By: Fred Allie SABEY ARCHITECTURE • 12201Tukwlla International Blvd, Fourth Floor • Seattle, WA 9868 -5121 • (206) 281 -8700 • FAX (206) 281 -0920 !wetert a VzfriVF Y13A "i ala+9h `1k iwex uv`+i:tbY,s;.^w" re W' U U ' U) W CO ju u- Q, Zo W 0' 0 — W W U' 111 Z H =I 0 H -' z • WORK AREA rt .r.. .ti .': Abl — AL Ail ® ®mo'1 ®(® CC� Mrsiret to j AREA i I � RECE7 C � 1 / / OF NON - 7 ZOO PERMIT CENTER � ❑ ❑ 1 I I 1.1 r ^P3wwrt�afu.z. «.as.Ca..J.::ena •ar[.`L1ui:ti.f . . 4. tL�k." aSi.. rSw. xrri: i.. s. w1: w .;�;.9tk...de.•. +.nnS�ir..n,. :.xl.:,.r, J'r� U�...n+tr...3`+•.rio b`c5'o=o° rte' crl _ f i Th a� a=1141=J -- 3=3 aI PROJECT ccc SECURITY - EXODUS SEATTLE 3 INTERGATE EAST SABEY ARCHITECTURE 12201 Tukwila II J ' 'L ,...... BS M IM MON .,:-. immor arritrria Nil rilit...ifil■mm- arr-L a ,„„,,,..,,.... Ar Fir 1....., swi at . 72 --:„7.. ,,,, .1- , ..04_,..., yr WORK AREA 0 0 1 PROJECT EXODUS SEATTLE 3 INTERGATE EAST WORK AREA SABEY ARCHITECTURE FILE COPY r 4.1 ' I I L2.3 iv ‘2, CORRECTION .,TR# DRAWING TITLE SECURITY TURNSTILE INSTALLATIONS @ (RM 100, 127, 145) DATE 11/6/00 SCALE NTS we DRAWING AR-025 PHASE # 1. REF: SHEET A2.13 ISSUED W/AFO #EX020 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168-5121 Ph: 206-281-8700 Fax: 206-281-0920 2.0 k 418=, 4c.WA t 15 12' 1H A L _WAY • 1 , I ;17 -3 1/2" LI 09 I C;) H 35 \\, nr --..0 1 3) FHITH 1/2" C L 0 _ 1 On , RKION NO ( CORRECTION ' 5'-0 " '18'-8 f' UP PROJECT •■••■•1, SECURITY TU EXODUS SEATTLE 3 INTERGATE EAST SABEY ARCHITECTURE 12201 Tukwila Ir TWO ROLL J 1c EC' i - ,-- -- - ------ _ AIM. I tt ruL 4'-4"4'- - -q.z...; ..,,,,),:,...;,... •:■,: = * ik \ \ • ,_ ..." \‘` ,..... r ,;,....,., ....-,„!...±. • ..7' ‘• '....,,,,, •,, ,,,. , ....,,,,,,.. 3J . ... 9' -lO 1/2" IP , . 3J '. 1 P ., 1 UP 42 I.- III 111111 I 1 Ii t 15 12' 1H A L _WAY • 1 , I ;17 -3 1/2" LI 09 I C;) H 35 \\, nr --..0 1 3) FHITH 1/2" C L 0 _ 1 On , RKION NO ( CORRECTION ' 5'-0 " '18'-8 f' UP PROJECT •■••■•1, SECURITY TU EXODUS SEATTLE 3 INTERGATE EAST SABEY ARCHITECTURE 12201 Tukwila Ir TWO ROLL J 1c EC' NO CLOSET 'I 00A TEN I \`1 I• N F-1 '_ r) l �t¢ .r' �{ W \fill :+.ice;( 7 Li 3533 PROJECT .`CNWIFT5etit " Ft:.- Ailt•:11 :` ,t....• ., :!.T•[. 'R. ��.r_,4� . j.:VI u .,_-___ REG! EREC. ITECT TWO HC.)UR RATED PO! L -tI'P SHITTF 1 7 ' -6 7 8 /1 0 1 '-3 1 /4f �, `i j't's\ `\ - 1 � ' � ` \1 F P J r 7' -4" NOV - / SABEY I A R C H I T E C T U R E T O / 6 ' - 5" _L RECE,• :'• r CITY OF TUKNW,LA DRAWING TITLE SECURITY TURNSTILE INSTALLATIONS @ CRM 100, 127, 145) EXODUS SEATTLE 3 PHASE # 1 DATE 11 /6/00 INTERGATE EAST REF: SHEET A2.13 SCALE 1/8 "4-0" ISSUED W /AFO #EX020 N) PERMIT CENTER FILE COPY ,,.- .o.�.. - - arm mo... -� �� A .- .....r..Y......�. FE � 1 m 1i= r . ZOS DRAWING AR -026 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle WA 98168 -5121 Ph: 206 - 281 -8700 Fax: 206 -28' 4. An FtC-�b�1S:tiYf�eYl:1�'�SrA: .W i':nM.'i :;' .jy°.•: (' 444'. Wka4i�k4'('.fid1 -cr r:11.'.:�4F1'i. .r�xlil9d :i'ltY�. U N W 9 NIL:° W O u. in ZZ O. W U 0 ! O N D I— W Wi I 0 11 0 •Z U N off` PROJECT: T.I. for Exodus Seattle 3, IG East, Bldg 5 A.F.O. #: EX053 3355 South 120 Place DATE: 6 November, 2000 Seattle WA 98168 To SABEY CONSTRUCTION, INC.: You are hereby directed to promptly execute this Field Order which interprets the Contract Documents or orders minor changes to the Work WITHOUT any change in the Contract Amount or Contract Time. If you consider that a change in the Contract Amount or Contract Time is required, please notify Sabey Architecture immediately and then submit your itemized Change Order Proposal to the Architect within the time frame required in the Contract, and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, the Construction Change Directive will be signed and approved by the Architect and Owner. The enclosed drawing shows recommended method of fireproofing installation at the third floor slab edge and form edge to obtain a 3 hour performance rating firestap. Three fire protection sealant submittals (11/03/00), by SCI, are acceptable. Proper installation is critical to ensure all voids between the sheet metal edge form and concrete edge are filled with rated sealant when expanded during exposure to heat or fire. Enclosed: 8 –1/2" x 11" AR -024 - Architectural Drawing by Sabey Architecture (11/6/00) Firestopping Sealant: Equal Products: Metacalk 1000 Firestopping Sealant 3M Hilti Reason for this Field Order: Fire & Smoke Seal Rating at 3rd Floor Please respond by: By: Fred Allie SABEY ARCHITECTURE • 12201Tukwlla International Blvd, Fourth Floor • Seattle, WA 9868 -5121 • (206) 281 -8700 • FAX (206) 281 -0920 ARCHITECT'S FIELD ORDER (Revised: change from AFO #:EX047) S -Arch PROJECT #: 00 -10 -08 77\ CORRECTION LTR# Attachments: Per Above RFI Reference: none RECEIVED OF NOV -- 7 2000 PERMIT CENTER • ROJECT FIRE S4 ING INSULATION CONCRETE FILL 18 GA. CONT SHEET METAL EDGE FORM APPLY FIRESTOPPING- SEALANT AT TOP 4 SOT OF SLAB EDGE TO OBTAIN 3 HOUR RATED JOINT SMOKE SEAL IMPALING PIN ADHESIVE APPLIED FIRESTOP PING SEALANT TO SE INTUMESCENT TYPE, METACAULK 1000 OR APPROVED EQUAL rtil� r i rr+erst`' n � 111c. lh� FIRE S>4FINC� INSUL�4 1" led FLOOR Scale rr.r -o' DRAWING TITLE EXODUS SEATTLE 3 CORE 4 SHELL WORK TUKWILA WA ISSUED W/ AFO'EX053 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168 -5121 REVISED DETAIL 3 ON SHEET 442 • .t BEY A R C H I T E C T U R E oD 01, o D V " Ft0El1�c'h�` CITY OF TUI` • NOV -- 7 2000 P ERMIT CENTER A was CORRECTION REMISED 11 /6 /00 M DRAWING DATE 6NOV00 AR-024 SCALE I' : I' -0' FILE AR- 024.dwg Ph: 206 - 281 -8700 Fax: 206 - 281 -0920 J00 13:00 FROM:SABEY CONSTRUCTION 2068359571 RECEIVED CITY OF T "LA NOV PERT,;. `U•�U • WATER BASED • VIBRATION AND MOISTURE RESISTANT • vOC COMPLAINT • INTUMESCENT PROPERTIES WILL EXPAND WHEN EXPOSED TO FIRE OR MEAT • SINGLE COMPONENT SEALANT • NO MIXING NECESSARY • FOR THROUGH-PENETRATIONS ON VERTICAL AND • HORIZONTAL SURFACES AND CONSTRUCTION JOINTS. BARE METAL, INSULATED A PLASTIC PIPE APPLICATIONS • RATED UP TO 3 HOURS IN ACCORDANCE WRH ASTM 5.814, CANA•SI ISM AND UL1479 • UP TO 2 HOURS ULY079 • NON-SAGGING FORMULA • FOR USE INTERIOR APPLICATIONS • EXCELLENT FREEZE THAW PROPERTIES • COLOR: RED CONTRACTOR FRIENDLY DESIGNS • GENERAL PURPOSE SEALANT • NON HAZARDOUS • WATER BASED • VOC COMPLIANT INTUMESCENT PROPERTIES WILL EXPAND WHEN EXPOSED TO FIRE OR HEAT • SINGLE COMPONENT SEALANT • NO MIXING NECESSARY EASY INSTALLATION AND CLEAN UP EASILY WITH WATER • RATED FOR UP TO 3 HOURS IN ACCORDANCE WITH ASTM E •814, CANA•S1 15M AND UL1479 • EXCELLENT FREEZE • THAW PROPERTIES REV1ON Na i CORRECTION LTR# TBtaCaUIK. FIRESTOP PRODUCT LINE metacaUIk. 1000 FIRESTOPPING SEALANT metacaulK. 950 FIRESTOPPING SEALANT Sili us **II. TOI2t7b dbl �ly�lo • NON•SAGGING FORMULA • STATIC INTFRIOR APPLIC&TIONS ONI Y • COLOR CREAM •2- r. Jeoo uelo • ;Milk us t . Vzvoo2os PROJECT: T.I. for Exodus Seattle 3, IG East, Bldg 5 3355 South 120t Place Seattle WA 98168 To SABEY CONSTRUCTION, INC.: You are hereby directed to promptly execute this Field Order which interprets the Contract Documents or orders minor changes to the Work WITHOUT any change in the Contract Amount or Contract Time. If you consider that a change in the Contract Amount or Contract Time is required, please notify Sabey Architecture immediately and then submit your itemized Change Order Proposal to the Architect within the time frame required in the Contract, and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, the Construction Change Directive will be signed and approved by the Architect and Owner. The enclosed drawing shows recommended method of fireproofing installation at the third floor slab edge and form edge to obtain a 3 hour performance rating firestcrp. Three fire protection sealant submittals (11/03/00), by SCI, are acceptable. Proper installation is critical to ensure all voids between the sheet metal edge form and concrete edge are filled with rated sealant when expanded during; exposure to heat or fire. Enclosed: 8 —1/2" x 11" AR -024 - Architectural Drawing by Sabey Architecture (11/6/00) Firestopping Sealant: Equal Products: CC) RRFCIT ION LTR# Reason for this Field Order: Please respond by: Metacalk 1000 Firestopping Sealant 3M Hilti ARCHITECT'S FIELD ORDER VISION 1\10._1„ Fire & Smoke Seal Rating at 3rd Floor A.F.O. #: EX053 DATE: 6 November, 2000 (Revised: change from AFO #:EX047) S -Arch PROJECT #: 00 -10 -08 RFI Reference: none RECEIVED OF TUKWttA --- NOV - 7 20u0 PERMIT CENTER Attachments: Per Above By: Fred Allie SABEY ARCHITECTURE • 12201Tukwila International Blvd, Fourth Floor • Seattle, WA 9868 -5121 • (206) 281 -8700 • FAX (206) 281 -0920 1x 2 ` 7 V 0 O 0) 0 w w F u _ w u. Q N D. F- 1— 0 Z 1— uj O �+ w uJ 1-- U 9 - - o uj Z N O ' • •ROJE SMOKE SEAL IMPALING PIN ADHESIVE APPLIED FIRE SAF ING INSULATION CONCRETE FILL 18 GA. CONT SHEET METAL EDGE FORM APPLY FIRES T OPPING- SEALANT AT TOP SOT OF SLAB EDGE TO OBTAIN 3 HOUR RATED JOINT FIRE-STOPPING SEALANT TO BE INTUMESCENT TYPE, METACAULK 1000 OR APPROVED EQUAL FIRE SAFINd INSULATION a 3rd FLOOR Scale: r.r.e REVISION N0. 'ORRECTJON fR# DRAWING TITLE EXODUS SEATTLE 3 REVISED DETAIL 3 CORE 4 SHELL WORK ON SHEET 442 TUKWILL UA ISSUED W/ AFO'EX053 SABEY ARCHITECTURE 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168 -5121 C N Q RECEIVED OF TUI' T-A V -- 7 YUUO MIT CEPv i Er �771,.1Q0- sEy A R C H I T E C T U R E REVISED II /6/0 DRAWING DATE 6NOV00 AR -024 SCALE I' : I' -0' FILE AR- 024.dwg Ph: 206 - 281 -8700 Fax: 206 - 281 -0920 Ug to W CO IL WO = C7 "w z zo o W ui 3 CV O tn O ~ WW H V u. ~; - O Z U CO O Z X00 13: FROM: SASSY CONS ['RUC .0 N ti RECEIV'EG CITY OF - "ILA NOV PER1., REVllONT CORRECTION LTR# met caUIK- FIRESTOP PRODUCT LINE met CEUIk. 1000 FIRESTOPPING SEALANT • WATER BASED • VIBRATION AND MOISTURE RESISTANT • VOC COMPLAINT • • INTUMESCENT PROPERTIES WILL EXPAND WHEN EXPOSED TO FIRE OR MEAT • SINGLE COMPONENT SEALANT - NO MIXING NECESSARY • FOR THROUGH- PENETRATIONS ON VERTICAL AND HORIZONTAL SURFACES AND CONSTRUCTION JOINTS. BARE METAL. INSULATED A PLASTIC PIPE APPLCATIONS • RATED UP TO 3 HOURS IN ACCORDANCE WITH ASTM Egli A, CANA -5115M AND UL1479 • UP TO 2 HOURS UL2079 • NON•SAGGING FORMULA • FOR USE INTERIOR APPLICATIONS • EXCELLENT FREEZE•THAW PROPERTIES • COLOR: RED CONTRACTOR FRIENDLY DESIGNS mBtBC9Ulk. 950 FIRESTOPPING SEALANT • • GENERAL PURPOSE SEALANT • NON HAZARDOUS • WATER BASED • VOC COMPLIANT • INTUMESCENT PROPERTIES WILL EXPAND WHEN EXPOSED TO FIRE OR HEAT • SINGLE COMPONENT SEALANT • NO MIXING NECESSARY • EASY INSTALLATION AND CLEAN UP EASILY WF H WATER • RATED FOR UP TO 3 HOURS IN ACCORDANCE WITH ASTM E•814, CANA•S115M AND UL1479 • EXCELLENT FREEZE • THAW PROPERTIES u s I —_-,., -2- r. �1G Fi, us W '='■ • NON•SAGGING FORMULA • •TATIC 1NTFRIOR APPLICATION$ ONI T • COLOR CREAM Dzow-2ce 5 i IaYr ** * ** t ** * * * * * * * * * * *** * ** ** * * * ** *k * **k * * * * * ** * * *** ** * * *:4:4* C11Y OF I 1I'Hr ?IuatJ t i+ * * * ** * * * * * * * * * * * * * * * ** *: * * ** ***: 474/ r3sfi ; *****:k*.r****•t44•klr*** TRANSMIT Number: U9800405 Hmot!rlt: 70.50 1.2 /J. 2/00 09:5:3 Navment Method CASH No tat •ion: MICHAEL (AMMAN [nit. fLU< Perm it No: 02000 -208 Tvoe: DEVPEIIM 1OEVELOPMENt PERiU Parce I No: 102304_906'9 5ite:'.'Address: 3355 S 120 PL rota 1 .Fees : 99.690.44 This Payment 70.50 Tt)ta'i ALL Pmts: 99.690.441 Us lance: .00. ********** * * ********** . *********•**** * ****** *** **** ** * ***k******* ** Hccount Code •Descr lot ion Amour. 000/345. E130 PLAN. CHECK -- NCINREb 70.50 v s 2 . •069'9 12/14 1710 TOTAL 70.50 r , j w t . , t ai t ;""."`7,1477 i , +,y PY <s: .r ir,,/rir,i;/:,. • • ,**m*;(**************************144,,*********;;;Ii************* CITY 0F WA . r)'j ' C) TRANSMIT: *#*********************v************************* *********** 1RANSMI1 Number: R9Elf:,--,351'Amount:. ' 60,363.25 09/01/00 13:44 Payment: Method: NOtOtion: SABEt CORPORATIO in it,: BLH ... P No D2000-208 'Type: DEVPERM DEVELOPMENT PERMIT Parcel No 102304-9069 Site Address: 3355 S 120 PL Total Fees: 99,596.44 This Payment 60,363.25 Total ALL Pmts: 99,596.44 Balance: .00 Ic************************************************************** Account Code Description Amount 000/322.100 BUILDING - NONRES 60 00 0/ 38 6.904 SlATE BUILDING SURCHARGE 4.50 . , .•‘;',Iti•43141 7546 09/05 9719 TOTAL e0t63.25 • t' f twY� •w : �6 7k-1r'A A 9 st 11. 74 0, A 4: *: * . Of * A * •A tit r st A s1 4 * * A * .4 e% st . k st i * :4 * +t A * A A. C - b oa . **.' **4•A** CITY OF TUKWILA, WA :4A1grA'is4 ***** AtF:'w A'A•A s •A+F *A• stn4: .4A• * .4•A *A•.A*.4*4.4*1 14 IA b : R:4 8003c313 Aiaritt 34.233.19 Op/20/00 06 :11 Method: :CHECK hfu.t' iurr: SAf3E1•' t'Gi+!5TR.IJCT In it: 1'L.13 Alit ijG:' D2000-'209 1'ype iEVPERM DEVEI.."PfV)- I'TPERItiTT «y rel No: 102304 ddresc,s '3355; S 1. ?,0 PL. Total Dees': 99,59G.44 341233-19 Total ALL Pints: 34,2:13,,.19 I3al:ance: 65.363.23 4 •A * Aso' h st***4A** * **4*¢0. *.*A*Ai.AA*4* **ti.4* *A* *4•AA.*A.*• Go e ' , '' Desc r i pt; i con Amount a3i7 PLAN CHECK • 'r ONRE3 34 233 . 19 Thr IS Payrnerit fi *• A et . * .A Ar;ounk 060/34S. 712 06429 9710 TOTAL ``34233119 =ei�t,r, trji TRANSMIT iKSZrY:: ?2 t,caf • zirj ° 1 sc. i4;;4 ,, 4P W:0 : :4 : .,,r':�:�s...Y�E.�a,.�,.a. (!) uJ i co �t W O ' U a co 3 ` z p z 01 U WW o c F - — i U. 1-, O ; ui Z ; U N 0 ' t : ! Jy � 9•tt. ��. i6 ?�bti #fi by� ! • �! .�z ?.C 2 0 8 •* *J[* * *1. R l{ *7{ ll R *7{ * * ** l[ ** ***!. **ll R * *** /{ A* *ll * l{ *T * /{ *!l** *** * ** /l **** 1[ * ** CITY OF.TUKWILA, WA Reprinted: 06/28/00 07:52 TRANSMIT *******'***► c********************** * * * * * * * * * * * * * * * * * * * * ** * * * * * ** ** TRANSMIT Number: R9800309 Amount: 5,000:.00 07:'50'' Payment Method: CHECK Notation: SABEY CONSTRUCTI Inits 'I'LB Permit No D2000 -208 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 102304 -9069 Site Address: 3355 S 120 PL Total Fees: 99,596.44 This Payment 5,000.00 Total ALL Pmts: 39,233.19 Balance: 60,363.25 ********************************* * ** *** * * * ** ***** * *** *** ***** * ** Account Code Description Amount 000/345.83P, PLAN CHECK - NONRES 5;000.00 55:.1.=+ 06/29 9710 TOTAL, 5000.00 if 1 . 1 ' fi �Y.vf St�f - �i.1i�F F') ,Sk de.:L,i. t .r ?:Gifw�;G ^•e, 7ew.'at: »tit 4. s!. .r,,..>fr:..i�l..._j'.; +..,i::h ,....1;n0.:wivr.:r,+:��f:�b:i T r• -e� l�'j'7S.•Y .' ' .:,:11,:i i7f • rt ', P5i }ti ` f,ANP7 ;t ?0:417'; � � ` '��w�� ; y� 3 ..ti�� " v'•i ' ' ( � T :WI '7. t` �.3:� r`� f :•7.g.T. 0 "t' , 7.j.r gip . 1 L - "N'�'" Ef- �ttt fC h '�V r ��} it .� � r �`•1 �•"'� y . r:if�'J ;t tl�'� •: 1 . i£ -• .� .a..A .. r"+v, - f•,i*A* . *A * *44 * *:%k * *:l T •t *;t *.r. 4 ;l•4:4 *:l•*• CI TY or TUI(WIL:A, A_ *•.** *•k:t- ;-* *4•A *t4* * * **. *4•%. *:4 1 •Nramber : R9800396 Amriunte - Pawrrrenk `I+feblind CHECK : Notation: Permit. Nn:, 1)2000-208 'fvpe;. Parcel Inc. 102304-9069 t e Address: :: 3355 8 120 PL A 4 * l . *:l * *::t; *t*4* *•A *444 k **k44 A **•.4 hhl'r' ** *4 **: h.A:4.4 23..50, 14/21/00 45:12 SAUEY Co12PtJRI TTlt In i t� 131_!1 lEVPERM DEVELOPMENT PEIt•t;IT. Total Fee=: 990G19.94 Tats! ALL Pmts: 99,6 9.94 [3 .00 **F* *d k* ' *'a•* u **d a4* d A44. **.•k* *•t•>4.s471 44 *44 ,'** *44 *4•*4.•e444A*;A?41.444** f3Ct;`OUnI. Cade 13etirr•iption O00/345::j” I :PLAN CIIECK -• MO NRES Amount 23.50 0020 11/27 9710 TOTAL 23.50 CO IL: W O a : a �— W W SJ 3 C ; . O co l I CI H W a U ii Z U a; 0 Z Prp1�c /, _ 3 A / o (K, Type of Inspgction: A ess: ‘)1‘°/' A 6 r / 2d Date called: cP /oa Special instructions: Date wanted: a.m N E2 P.m. Requester: !n om n Ph : 7 6'Cas7, 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 . Uts•,t: 1r�.. rlth "t'!t`u.�� }iY.L:.ts ..•.:: i. �3�:..'�" " ^���,::�fl.��:t { ': �`.Li�'�.L;e1�.L (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 $4 . i 0 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: w 5 �.v�ul..f�'- �+5.�•<..'�a` -k oa a�aalfw.:4.. t' 1 mug.t ru: l.; iir:: eial�flwis, Z.. sa. r.'r..rNetcao .a2,1%e.14.11m�l"' 1Y.wsuY�k 5iS4:.�ixi'nWt3irr+3ir,47tfso.1 tfaa'vii� zi�u;;k6R's X :+l�u};'{ AS c,M .•3;. ic` :rs v.uaraa':3 a�'c J:r W . 2 3 � U N W W ; J co u WD Z co 1— W 11J ui O N o H . w uj Z - O z ' w _co H 0 I .." z Project:( 1 ' Type of Inspection: Address: 33SS S. I'D P L. Date called:. 7 Special instructions: • Date wanted 1 09- p.m. Requester R ` ,c, Phone: a J r7 3 0 '49 ..... '. ..` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila,lNA 98188 1-, COMMENTS: P y � 5 4 � 1?.../G•1 �h../ ¢. �� ilfi/ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Approved per applicable codes. / 1 -.5, S /e. o A, re-At .rz..Z c}-,z e Date El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - Receipt No: Date: •w. ".,L%%'r b!Nti.4... , fr. +i �y,( ),.hh tn:::liti 1Ni•t rF r''nxaAL4Ji�6 •, �•�1. :., S:.kwf�:i�Ii}fn7 i'Y ZtYiSn tiE}> FINALAPP.FRM City of Tukwila . John W. Rants, Mayor Fire Department Thomas P. Keefe, Roe Chief `Project Name E) k cr v5 3 Address 33 SS S 1 Zo PL Retain current inspection schedule Needs shift inspection Sprinklers: :K Fire Alarm: :! Hood & Duct: Halon: Monitor: Pre -Fire: Permits: •• . Authorized Signature 5 o '"1:.;: r•.Ji'N�.; J i•i ea',. �.. Itr' lt+n .t ,. .; .iL' .tY�l TUKWILA FIRE DEPARTMENT. FINAL APPROVAL FORM U O Approved without correction notice Approved' with' c�rrection notice issued r coo °A5:17- s w w ' Permit No. r.)20.... 2:0E3 C , Z,v00 a �� � �. w 0 ' 4a -' < N d � mo z,- w uj U 0. O N `., 0 1_ H V ` V „ O ui z O z 5\ 2- Date T.F.D. Form F.P. 85 Suite # 02_ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Project• /94 /A5$ / T Type of Ins ection: /— 014 ( Address: `7c, 5-* 5 /a?0 / Date c iled: ..1// 0/0,2 Special instructions: Date wan '7 // / d: / v - p.m. Requester: Phone: C � — 7 3 v -- [r S 7s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE MIT NO.1 (206)431 -3670 Approved per applicable codes. C orrections required prior to approval. . COMMENTS: 6/) ,..„00 v) , � q � T -7 , Le' ld� , �� � 2 4// 4•76 t ,4/ Inspector: Date: $47.00 REINSPECTIO EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4.�.. t 7• %f d • CV i t .�. � �J t -.... ia.a.r:i isdalriali kiYfil� JGI.�'Ad1.:�,`.+�+'stiGV 9 J,N4i. *.x4.:7; `�d 9r: w' N' aid liaahf .�IM;+:Y:Nacli+v's.'t.1.ra a' tlfiMu'+ �rdatitNa. S�crs :nfsPJi;Vi7i+:1EtJ...a. >�rra i..dA:.e1.: 1 w lZ q 0 0 • co 0 W J �t N W 0 . te N 3 W • 1- O Z � ui U �� F— it! W : O . Z w co rg O Z INSPECTION RECORD Retain a copy with permit Project. Addr s: Special instructions: Date called: Date wanjed: . m. Requester: Phone: Approved per applicable codes. U Corrections required prior to approval COMMENTS: e-� pp", / �i . . 2 ' 2 - / V / 2 , : I �.rarlt�ti . INSPECTI(7N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 '. ; (206)431-3 70 ;_; Tukwila, sec rJ• n: ._._►.,,.. � •. fl $47. Ii REINSPECTION F EQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: +a� .-� 7 xIS'�. :�t1.F �5 A Y✓.,�y� �?'t! Via. ���F»it�ln �'N:q -4+,i S ( r .^ k , w•.��::iK+.7wn��'k. ..,ni.:.ri.. .t:, .. r.Fl�a.{'�., ..a 4. Kip.. 1[�a:. #.��S. ... fi .t::'?k!! 4 /. b. 0 0 (.0 O W u. W J N w 0 ' u. W . i ce , 1- 0 . z I- l a U 0- . a 1- u� w` Z U ti- . 0 O < z 'm z Pro 1 ec • Type. of Ins ction: Address: Date called: Special instructions: "�` - Date n!a - 4 t Requester: Phone: w 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 PERMIT No: (206)431 -3670 Corrections reqqired prior to approval. COMMENTS: 2 fn d4 Date: Inspector: $47.00 REINSPECTION 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 44,1 us al 't ..-.+C � . u '"w�kCs r &a- 3._'r001. ''�C"•mag .4 40 , 4 , A 4sV ailan?.taio '.1.4 . z W 00 No . 9 N W. CO u. W O : W ? v F o z1- V �! o 0 I— W Ulu H — iF- _ 0 : w U N Project: !')r��., S " Type,,.� Inspection: 'i't ie/� •,L -6 f ( Address. Y 3s --- -- S, /?ti Date called: 1 ---2)- 1 -0 Special instructions: Date wanted: . P.m. if Requester: f "� Y Phone:Oe '1^73 ^6S Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: ali P'-PT ,e7t } ,or./ rl�1 MoL .• 77 //# ,fin / 5-^e ,/ 5 c' e° S47.00 REINSPECTIO 'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: a5tiiiiiNw. rr G tk * Yao°1 Lu 4A.�G itiii.l.dt�llr2+r,bJGnt= E� srC!d3F:v1 PERMIT NO. (206)431 -3670 Z w - _ u W = N w 0, g Q z LU o ff' 0 1— = H U, ' .Z U N I Z Project: /40"4 % f Type of Inspec re, � // ` 3 Addy? lO 64 . �._ to called] -0L Specia instructions: /; !.l , . - i Date wanted: �_ m. Requester: ! Phone: `L 6 -732 / g 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 a •••2•0 1 ) PERMIT NO. ` l�• (206)431 -367 Approved per applicable codes. Corrections required prior to approval.. COMMENTS: .� 71 . f t, / � au. 0 $47.00 REINSPECT • N UE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • f5��4. r .E�.�- �.�5,+u�t.:ui:.:at.�•::yj 44 (us t» 3e' r Httfis.cn44:44 .,. " " <ru. +diWfikt :Ml l:.di/ 444kal}iRitis Approved per applicable codes. INSPECTION RECORD a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Address -2 1 7 )C 12D - Fit Special Instructions: QC' Rewet ter• Phone:_ Type y nspectio ;; Date called: if 7 02_ Date wanted l� /hf Pr , ` � C 0,404.• .Sat.;' 3 fG PERMIT NO. F . (206)431 -3670. Corrections required prior to approval. CeMMENTSi ) /96 Ciod _fit /1 A..41 _ 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: - I Date: trte.'+i..Yrx } *:ikiiMLa11S?.*i14t11u�h'L:. '�8dt s! • +r :GJ . .r u ' SSAY�i9aY1�S,Zeide re 0 co 0 W F LL ' W u. N d ' z U 0 0 E 0 1— I I d U. t. Z ' w co 0 z Project: _„� '1,z.1 r • Type of Insp tion: if Addlefis -' 3s5 S - /zoP` Date cal ed• Special instructions: /I Date wanted V S � Cr '}' Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a cCipy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter;Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. F2rSorrections required prior to approval. COMMENTS: 5 `i /.Der 74 r)--,e" /-� X t vv cd L- 7 I' ❑ $47.d0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentet'Blvd.. Suite 100. Call to schedule reinspection. Receipt No: Date: ids• Q• _,sax��s;a'.a� n ' s " S�auC ��' �riw'�a4ii4IlCfi�`Y�'.+2.`.�i�'� .4,'SS33..�`�ii � .�il:YksXhlne..f47ni'�:Ili. -,.! WN, kFi !�a��r ii±L�S34n' 4+!iY.sEf:iwS.rwt<� 1.1*.M i0A1VioeiidirY t t i 11J uj 2 U O —' ci W ' I— I C.) Z � p Project: _ vX o<s � / Ty a of Inspection: � 'kC /�, doin Address: �` 33555. r7V /� /. Date called. /�09 /o t Special instructions: /V r(/1/ 4. 450 j cave, a a,m. ,SC /2a r 1/4.< c! ea S -'iti4 d a h Date wanted: 14016/ a.ni: R„gcuester: b)Y1.0. Phone: �0 (0 - zss - cfsys INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. . s i• MLA ... QSi = ILKYti7 ..[ . ... elN traz '! PERMIT NO. (206)431 -3670 K Corrections required prior to approval. COMMENTS: Y 24 C/» 1L $47:00 REINSPECTIOW'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection... Receipt No: Date: . ti .at�rdoiaU a;fiiSU. ahti�Yfk &h.k7,hHSilhY;il. "wi:W/1/ z.. ferr et:i. ' ;uaxiti,at5.a.ul t�..,rM }z�tn v, ,d8;�.w.zwv. 4, 174! n U t i rew + N FA LLI ' D O U O N O I— W : F U. H 0 : Z Iii 0 — 0 I O z Project: x1.)clu5 3 Type of Inspection: taGcvpa Dat called: 401) Address: , 53S5 S. t2.0` 1? Special instructions: 5,41 l tbovt& WAD wu tarc he W(U�krl WY) Date wanted: ‘ , b . 40 Re u 5 ter: �V/lax) Phone: due- 255- S45 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N% INSPECTION' NO. pproved per applicable Eodes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: -• l 4 i4Q14,e. - A77 (Ai", �Zd1/-401 4l019,-- e o;e6 f? ui, S/ cia-gr.. 1 r i4-7/4/1 5 Pte/ 4. .- Inspector: (� Date: `(-Z). ❑ $4 4 REINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t n:.39xsnv(h�ek7�te�+m+mIIn. 'u��tk76r��1 �.'� �� ~ ✓�A� ! 'Ar���:1{t'dii.�"J 14--u. x8t% , ycyy46'4: Ye,'1;4Kt�(:$k✓N "; °iiN...1S1 EA "':[Lw¢1ililh 2 W • 0 W ' CO IL. W 0 gQ co_ d W Z I Z O ff! 0 : 0 N o� WW Z I _ — ti Z ' 0 z r Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: rY cvtiva`. Authorized'Signature V •k `1w T. ^f:..C..til. `L,rya'i'7tr. a iita4'� 0 �. �-i :.. �i -n... City of ' Tu John W. Rants Mayor Fire Department Thomas P. Keefe, R e Chief Project Name 3 S I Z.o QL. TUKWILA FIRE DEPARTMENT Permit . DZ ZOO Retain current inspection schedule shift inspection r- Q Approved without correction notice Approved with correction notice issued Date FINALAPP.FRM T.F.D. Form F.P. 85 Suite # c)I Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 5754439 - 1::;,, . . : g., _ '.'s ? �d!-seao 3 TypAof Inspection: pco a' s b90-f1i pt Date called: 1/3 1 Special instructions: q---120 Date wanted: Requester: .; J0 4/5 CITY OF TUKWILA BUILDING DIVISION 6300 Sdutiitenter, Blvd, #100, Tukwila, WA 98188 . , INSPECTION NO. . .. ) ) k t • • 1. • 4. 1 I r 1 t j • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 1 - 1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /) k Giefe,_s el-4 "12, /1„0-02.4 4b1- 5 4 $1 (.:44461 W,A-7 (0 Litive 0A0,0" - 410 40/4V )2-7 (-o7A.1).6 )12e6(e3 St L' E./of- $ Inspector: c if" V-- Mk • .47,04, / 4,1 lip / ( /.1—riia1 14,0/ -4, 4 airt, r,P7 At # 54t4416,d $47.00 REINSPECTION jE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule' reinspection. Receipt No: Yokateidt . • • :41* •4.. NI,43:1400.WW0■44? idette VAC r..3":244434.04 r , w Jo 00 u) 0 ( I— W OE g =1 < 11 Z 111 uj D O u) 0 — 0 n , - 0 • Z u) I • — 1 = O 1— z Project: Type of CA) PCt-na Address: S I� I Date calle : Z J O L � .? Special ' tructions: ' 1 mss© Date wanted: a.m. {`��1 p.m. �J Requester: �► y ,Y \ CL.r Phon t (19) 2fF) ( -45/-f. Pa i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. t..Corr ctions required prior to approval. 41111/Mid 0 $47.01 REINSPECTIO • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: V � a X„';: ;K ' f t- Wi t 4 �p 3N 1u l's ra at '(t"Zk Ziwzglia r Project; ;-�� / .� `Type Gf o f Inspe l ion: Address: Date calle : Special instructions: , Date wanted: a. is Requester: Phone: INSPECTION NO. 2 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TukvJila, WA 98188 \\f, PERMIT NO. V (206)431- 3670 El Approved per applicable codes. Corrections required prior to approval. C9 A� l71-7 4: " pin r i � /4 4. • /11/4„e, 4 /,h ge ear 1/ S i Ce, 12 r 5 � svtLPd • f 41)2;47' 1)2;47 7-- viv Date: 0 $47.00 REINSPECTIOI4FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :", _ 3 r� r+ a.1: ":r'..wa.ctr.s i... -],N' , z . +L _ -- :t+..al'!tm' .rv+s.D'.:x;:tiL"'' `7La 'isr \ 4b�.WX'`• 4 x 7. ;"fM^.....Y. ..2$S{ : {4.. "44'41M..4:6 . Li#Y. dW 444 t'tsak.43...441440.76l4 ? iGt �klA+.$1r«di7 her, 7a' Project: G 1 US Zype of Insp�ctior� , Address: 35c 5 1,/13 ?I Date called: P.:7, -oa,. Special instructions: Date wanted: a'''. ' `1' a.m. p.m. Requester: IG.Vt .. Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: have _1.. c) Oc 44 4: 1401 VIA IUUr1� '-� CO pI 1-e Inspector Date: 1 `C1 t' 00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - I: • _..u.a :at,h.F rnC` +1.. u:ii,ai'. .rr A.. ., M1, a..> �i» i;:: k+ 95�LaSiiwbSanlisaueaYlil 'rh'YPu�f'iniL'1i6 it&6i:K 4, <:.rtt a. +�... �.ti.ie; 4 Z Lu 0$ N w. CO LL wO N = 0 ` H, W Z • 1= o Z I- 0 ON 0 H W UJ ' u fu Z, N ; z re ) 9 .44 tr. k INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Type of In pec p41 Pro'e A ress: Special instructions: Approved per applicable codes. Date wanted: ester: Req ester: Phone: Corrections required prior to approval. COMMENTS: 1 ts4r' I / ( /I4d «.. , /v fl/,eft cs .�� Ej 07 0 REINSPECTIO FEE RE e !RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: / ;. ,l.,r.,. .d .N . i. 4 .:.. >3dv,rlMt;% V CO w . W O LLQ = W Z I • H W � D O U 0 I— w W: • Z ': �_ ` OH Z roject: "r ' Type spe off: -•`" ; Ftanl Om Address: 335 5 5 ICU fL Date cal Q -s)- a s • Special instructions: d Date wanted: ' = '" /cap --/ / — e:)0 P.m. Re ueste : ,-/ Z /is u 3000 PERMIT NO. INSPECTION NO. INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 (206)01-4670 / r*pproved per applicable codes. ID Corrections required prior to approval COMMENTS: i / 6? fa A $47.00 REINSPECTIOII FEE REQUIRED. Prior to. inspection, fee must be paid :r: at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. Receipt No: Date:. 4 µ zuka vit e YJr G " a : ` / ry 's.?W'r,i;. ..'d�%ri �.GSiuils stn(eGsi •, .:', : �`t3wrdF 1 05 { R. 3kiail dlus .'CF`,t'Jew' "•FLYiYY.S7.1v.t ! Fti'».` 3Uci1'. 7.%l gda�dfi. &�nYe'ii7;:'45Ew «:i4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Pro ect: Fko irs &a Address: 33s5 5 mo Special instructions: Type of Inspection Date called Date wanted: p.m. R ester: &f e . Zeja Gg64 ,Phone,: v 65 73a-6 Approved per applicable codes. 444 1,1 INSPECTION RECORD • Retain a copy with permit COMMENTS: PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. I lnspecror: L� 0 $47. REINSPECTION REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: fl1.4t. •• 141 :Lvt11.0 Proje t• i � Type of lnsp ion: Ad ■ Tess: Date cal d: Special instructions: Date wanted :I.: ` a.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION; NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 V COMMENTS: 4) c-1 nar S r «. A cme-4 A /° e T v 2..4064 1.1/4 // .�i111 1 .�� 6100,c-7 U ivy Clair rte/ •) ` of e -r • S /. ., - 'ZL ) Q mod , ee/ 7 L ?/- 41r 5' -a1 :h, " Date•.. _� ? E Approved per applicable codes. Corrections required prior to approval. Ei $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �.,k� }nari�..4 „a.wat%:1Yw.t ti eks��lAi 'ciud,tvtti.�ia =*64:? 104 al.r.34 atw ryr ob. NC V CD 0 CO ILI = ,N LL W 0 ; QQ LL Q d ' Z � D • o. O y, OHS W W' F Vl 11 o . lll U =' O ▪ I— Z Project: ., Typ Inspectio ;-„ Address: Date called: Special instructions: Date wante • a.m. � . Requester: Phone: - 2_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS Air- 4 g 1?/ l� eu S Gr/ // ?- -' -i' .z--, Q � p 'o) 7 .7 h -74 u/s 7 r/vr. S 4 ` 9 5 " -Q01)'2 4 ;; // �fiei�i r./ [C4 614 t6 .+^ii i /7 l u h / p fr f. 4.- , / M7 /^ U� 2 /e - /hf Inspector: let Date: 2 /3 PERMIT NO, (206)431 -3670 0 Approved per applicable codes. (Corrections required prior to approval. 0 $47.00 REINSPECTION/hE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ::': zalett wolf i$ L ° ro m t�ia tmaes' z�: sv° i. daN'c3�sbii'� as MA iwv;lo,�m. . „.: sJ�si,r'e.:r'aY.d4itiy.wr 4,thGux�.� .uuAfr'd 4•Wilo 4,1.•. A'*dl•.LeXv%:i �3:c in..ahitYrAi 4x+,.µ "vde ;Fr: t.�+ 2sr + '. "v1�m+:h.tu;tw.7:df•nriie txx ,....cJeJ:e,t4•ti .lF��f2 p : CO N w N LL• W } D ' g LL I- O '` z 0 W LL! t .- z U =' z Project: E'Y1 S - 3 T e of Inspection:+ Y.. - Ii «J- Address: F'°2A5 S. 12D PI Date called: t■--vim Special instructions: 2 0C Cr 7 3O' LP . S Date wanted: ` " 0 U. Ca ...1_,71. p.m. Requester: C :. -- _"v YYi;t Mt..., hone: . - _..,r....� 4INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 NEW PERMIT NO. (206)431 -3670 El Approved per applicable codes. jCorrections required prior to approval. COMMENTS: JJpr 1e 4-tr y Ins n tor: 444-e Date: fee $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , tr ar. L�f2 ti' xv+, t�, a'..* fu:*iCriaas.:•t1,im " 6•,ii'.�Yxe tax ,4sl ii, zar d u s : �ia:.c .ja,z;: aif i.trfr.: 3tcv, Av:c 44 44 Project: E)coPtL Typ� I pection:� Address: ► 2v PC.- Date called: Special instructions: Date want d: // 28 el0 a.m. P.m. Re uq_es_ C Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILASUILDING DIVISION 6300 Southcenfer Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 6 ,4r & t M k/CE. 7.o. y . �L o lP SG( 5) 9E. GJxf.C. Y tr'kru Arh C CTl .fC�4G. eexp i €64> $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: c.a u :'iYi,:!v1 :FriaSvtsit i, X+rS�eirr�:�Aia:ri �n6�;r'r:7[�iv� 1: �� ,.�.rwa�7d`4•,w.Y'.ttn't.�: COMMENTS: 06/c -b( c-7 • �g i D ice.SP (7?Oi -'f - ni /, c %r.4f 'C) /s . �L oo4 4/or 4 6- f) ✓ , t O ,7,gP /,eo7 c770it.l rA'/�i,[. -�G7 .e iC • • ) 7,C.. /D A o Opt . A) Coe ocr7 - ‘ '4GC (1,74,/, c6€1 //1_,c) L- c- 77DAt/ KO s. / CGr,S 'I 0, ,44 - e b b- s O 1 ec , r .- b L e S N) 94E-LC T) ervkl S L e...6-(-1 A tOi2 SI /,GSJ S ___3 e •O ft , 6 « ,-r uvclo Co.-7 ,& ,/t7fG J In is 5 , ee 17 i.& 7'S J, 7/ c 4x i ` i 6 . f / J? 5 , '/7 Project: c" X DOS : Type of Inspection: 'USA C6.rc_(,( Address: - 7Sc _ "" C 1 2—ei L Date called: Special instructions: -4/40511P-WW= Pkb4S•6• Date wan d: r2 GO a.m. p.m. Regtste r- "750 —' 65-76 Approved per applicable codes. INSPECTION RECORD 10 ' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Dal / t ' Li $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: } ` �.��ANSY.Y[P3��Yl�1f a dmk' .i? vikunC :'Ss @ 1,Autt ,Whis1d M�ku INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ''IDeZ, 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,e (206)431 -3670 Prnoo Type of Inspec i �tI -S Date called: Date wanted: Requester: Phone: Special instructions: 0 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: � COrLfT�/J�'.b re9.4PGF 7) 44/7611 (i Piece-,- c7)ort. 4 5 q ,- 4G. 7- $ 12- 47- 17•?e S '>S 444vcy Wax? c"St. S frS tG Po DS Agt,e- pix .tWrr Icts Dig.c-. r7 Ptiv6Ce I , (?) O ce% edbi, off. ASS-- %o<iiccE.• ,• , u° Le i !T S t -W .+� .JOT �ou�4 7 - 14-7 $tJic D/ J(, c cc <7)a- 62. S ' � l.. E.t /AM- F cT" I lnspec Datef,, / $47.00 REINSPECTION EFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: CG g � , 7 C.) Q j in W W : J �! CO IL, W 0 CO Ji . W Q! = 0. I- W Z W tL'. 2 p% t) O W al H V ' F I z t 0 z } 1 : 1- 212i fr eodaS4ed, 3 Typ • e p • hon. " Zek /AX i lVe # 356 5. 1,26 /DI_ Date called: I i kg) Special instructions: ( ; . , - - - •-• ' Date wanted: Requester: Phone: Approved e codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING-DIVISION TO 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '06)431 7 0 Corrections required prior to approval. COMMENTS: p fixiae Pfrbise„ AA- aixtikl 8 (Item of Au- Pia-, izi=w6g6L. tAAA-us OA_ TO LA-ct P p Ins Date: z 7 /./ 2 ea) $47.00 REINSPECTION FEE REQUIRED. Prior to inspe'ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: quzahlitaa.,..rawalejazat-L 41 • , •:; ,•••• Vt1:411.41444,1,41,4,44414411434.14Edhaikliothiali `A.inzit sZtladi VtalAd $e::0,,VN,410" ;t44,4417,•tir+V14 •i Project: FAMILS i - 3 - ln s Type of Inspection: - ra. frN t Address: '� - 3 (Do R.-. Date called: 11 -- I —' --DO Specia instructions: Date wanted: a.m. Re ster: Phone: 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 COMMENTS: 0 way $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: 7{19lw.felcga .•1L utiiu�Y.1y1.�Y . ..ha •aaer7aJ 5i 4T. !4 PERMIT NO. (206)431 -3670 Corrections required prior to approval.. t t i • W V 0 ': O W F U o V � 2 Pr ct: Type,of Inspection: Ac�I rESS� Date called: Special instructions: pests E. # 1 ru /sr �'Loois OcicFC�- 1 ., `` - -%„,.. te r -• Date want d: II Z a.m. P.m. Requeste /W Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 11 Approved per cable Lodes. 't• INSPECTION RECORD Retain a copy with permit 0 U cavo- PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Q 5E-441( 6'",z4 • 14r* CM u (� Li . (L. *at /3 EVWL e To5 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '%tl ita miii Sbra t tia iH 4!4 wr s.�cls Pr sect: x 5eoH 3- arse T f Inspection: a i tn4 'ocicis Address: g. Date call .(f r t e 1)0 /20 �� . S Flo Special instructions: Dale R uester: ear Q_,.. Phone: 2 q0 — 997 - 3 7o 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit D2ccc - 2O � PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: f e 4 P5 �•'� -tic_ &-7( JL 4f"h S £1 ❑ $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: t3d�' ;iac,li�r�a,.A ;:� v.. dwr. A` S2�« Y. �a` a�i+ 61. �Y� -i'dta"v:ntJn's^J:tt,�iiL'1 "' �1kf t`Vi''9 U6AaSra.�AGX,:iiw �:ir.`'ieia2d, � Jau V .rai;.?ve., nliwdti:.xt)+.ai�,a *vA Project: K US 3 Type of Inspection: Prm►' ,._ Mae L : -- e Address:. ' 335 5 // ?O P'-- Date called: \ ■. - Special instructions: Date wanted: (....., Requester: 0 -13D 1.05 M INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 12<pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. COMMENTS: • : ;Y �b ��' TIVv 1 S ' I ! tV\4 e( SUM ol4ht/ r rc_. \ Ink , &Jars r' 77 /S 12.-7 o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Receipt No: Date: r�lv. x: u. : vdr,. xr0. 7.¢:.A4,:tn.,a4, 6 .ti xrrrr:;w.,sur. ;., � .. .�il9sires,fivesf ,a l, 7i4.an .4i,k124.n"Y.ek' r :tnr.rusw:a�uc6,fur. sH;- .x;;�a.����dr�a �+li� 9 {i w � = i rJ O ; y Or W W' w0 g cA = 0 � Ili zF- ; 'Z uj n0 o 01- i w 0 • w Z '. o 1— z Project: £x ( A 3 -- / r Type of Inspection: rr ct m Address: ass laO PL Date called: 1 I' 4 8 - 1 .D Special instructions: Date wanted: II - - c l - DC) a.m: Requester: one: JJ 2 C(( — C?Og— mss: 7() 200 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. COMMENTS: '- fl tas t F7 rr-t r Cam: er" $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: a PERMIT NO. s4c (206)431 -3670 Corrections required prior to approval. 9ft'ttiiPf4 ,Stifdri uY � t�G ti +uti � tk tea w .I 40 Project: ..- ��� Type of Inspeon: 1.2 , h Address " Date called: Special instructions: c 3 , -( ��� •1 ' Date wante : / v a.m. Requester `- /*- /CA Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 2 r/ .gyp 4 -7 /5 c . p 2 k y, 4, 1-7g eV-#/ yr� /-t A.2/ 1/45 Lze L 1.-e/4 gs 7 Ate Ile - (e- / -fi li • $47.00 REINSPECTION FEEiQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !'.Cr"'i�l`atZei fdkitaier.4: . " J " a ' K:ew'S�.'Trda�f.C7.r�i.r 'x.* ,rc,:,. "•.4Sdk,�r Xu Proj Type Inspection: CC/14,Ce4 A ressc �. S, / �L Da ,call d• 7 p ecial ins tructions: Dat j I ; . . R stet U v-e-orY' hone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431- 3670.. Approved per applicable codes. Corrections required prior to approval. COMMENTS: I_) 5? C v rQ c s-A-u S e 161-10 rM A s r Y•w m OiL CO Lu tM rv/ El $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: Date: iii: � kK+d�"+Ytt rd r�k�cS'.':u��;oCC�` '1��YsTTid'>Ksiui» rLlncd.�§::i "`�- ..•?itktir�d 0 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 (206)431 -3670 Special instructions: Type of Inspection: ctt - ► Date called:. Date wanted: a.m. 3- DC p.m. Project: X 5 These -. L ddress: 5 12o P-- Requester: � r e rmrc(2. O r -kr Phone: 2 O q Ci q 3 C orrecti n5 squired rior to approval. 9 COMMENTS: C ,cto t'erG/.t h /97 '14 S S (b W/777 ig S f�crsf'�l�B _ p/een/i vim" Acct s S 4-7tfb U6/--/TS) f1 ) ,t0-0,42 40/nc. ,4'444& Kee C Date / lInsp $47.00 REINSPECTION FEE REQUIRED. Prior to inspectidn,,fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: lal, �f 14aTR :ait tiatu -' ice. 'AC . v,•. isauxG, i9iv.% td, ti7; x. r:.., ?�ti.\ SaC: h�flid ;ii.i:sivsl+.ie r. • ' ..•... , 11 :. k44444,11..koh rim nV igtea Prpjgct, ( Type ection: • tvuo Ad es g e,s 6 �. 120 - Da e c ' D r ( p U , Special instructions: Datgn Q V C - p.m. Re err c e., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. orrections required prior to approval. COMMENTS: 1€49 7 Ace 'mod . fie -ter/ % -4 egok-f t3 /06c-C-i70 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1013. Call to schedule reinspection. I Receipt No: .._ . Date: iA9 L 9„ Y 4 u .Y. . L:r► for. ,;•!,ztt.' ii.40,w%itvi,6%..**i A'-ed:i9 N.Atxl4v5'A Al {ti's .n"F. a+:.k 1.4,yi6 tti4m11;'4 COMMENTS: C) H E-At, 0-4' WALL. - De_Txvf L_ kro7 .5046 I rreA> Bq A-4( tc- f r 1-E_cr — 410 g e.,tite. / F es-r c( I. : • - rtice.b, - 3 Po (crv> ex tok, kro .A..f s4ec_77e9t4 •41 ) ,gcs7zgrfrts isi ■eeP -- • (14 ex C. moll Se. Afortetoz/46 Pie-refl. 70 rogiefrum_te, ((ipic..77Lt geeivesr z - Project: ( , E k)..S Ph I Se.. 1 Type of Inspection: - 're nt_os_c . Address: 355-- S IZT) Pi, Date called. .4 IL) ) - .) Special instructions: Date wanted: —30' DO p.m. equeV 11 (-71-e OA . e—ta Phone: --ZLP" PqC1- 3703 ■ 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 Z rrections required prior to approval. Insp r: D a) i e. ?; 6 a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reteipt No: Date: ,54*.a&S. ,lit natatUagyfikMAP.SUtttifae t la Z ik 1 0WaittrUAEalitaiiliaZiVotiati4=1:lefalt::_Y * 40.0 '...it:54b■ it4:11:t1 , Lataga:;41:avk z - w ii D — C..) 0 • cO LU CO • u. ul 0 2 (.2 a 1-I Ili LLI 0 o - o w ui I— U. — . LU I co, Pr t: TYP f In cti n •t ! Address: SS S S' ► 2o Pi- Date called: : Special instructions: ' Date wanted: /N a.► Reque�teer: !!! ch*n 4 4,9g 37 b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 i Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( "-War/5' iaen -i- A -&Pi), R—Qt/f 4043 _; 0 (b .z- A/or /, - 3 sr, " ,2Q. ,S I; 4e/6 inW S ems es -5 ,& o, i- e i re— DUE_ ' rtk=e S wtbk-E j-ge K_�fi`.. J J S` iCce-i> SPAC6 g C r4- S i rit .44- (4 , .Qci/b LT (8 ' Cr4-79 -Se-S L /arf" Smv (rti 0 / Dittth .tA- -- Is• or ( Da E $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: a . askLr 16 ;44, 4 Y g2 rK , N. • ,eh. 'i ; ,,, Y,t..'M[. Project Type gflns c� t' n: 6... Address_ ': Date called: called: Special instructions: Cr . e to �t ck �� 111 a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDIN 6300 Southcenter Blvd, #100, T k i al , V1fA INSPECT! Retain a co Approved per applicable codes. COMMENTS: 145 S/t /7`r . 171iSt cAeA sE,.c A-OL co Cb,nVI2vc? Ins Date: fZ 00 $47.00 REINSPECTION FEE REQUIRED.. Prior to inspecti6n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .4 kafw.' .l.Y'bulKU Projecp Type of nspection: C dres Ads: n Date called: Special instructions: Date wanted: f� {{ a.m. /Y" i D p.m. t?) Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ections required prior to approval. COMMENTS: — L1. ( — G %1/v a ee4 S5 itro7x-i? ,q-T J` t / W6- 1s rtat ( e C. ?...s e- re pieto-orfAro7 , . r c jvf . , Insp Date: Q� /tti 0 Approved per applicable codes. 0 $47.00 REINSPECTION FEZ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Receipt No: Date: cA.fi*de:'`'`.�' �tiCdw � atiriiatd.wes:;6`�+'. 4»x.iiP;rikS �y.I;Attuai';.itr.�. Pr feet: Pro D/ t,4 Type l c F j- G Address: Date called: Special instructions: GV � -a � '11-'2.4T-00 JAIL.1-- c720-Al Date wa e � / a.m. p.m. r• Re�u`est� , g Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300,Southcente I d, 100, Tukwila, WA 98188 0 Approved per applicable codes. Correctio C req � uired prior to approval. COMMENTS: t , -Aso - 1 D Aebca Aicqw 1 Pgail ))a- coin 4P-Af e P 0,00" 0-r Pik ISM .z (444 -w1 F cc APovcia d I, Receipt No: Date: rf^�� .... ��'+ CS�r. er' R'1 r. 4�/ HF `.wRs�.ik.!1lP +wleti'�`l'.�►... kis. .. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tk. vr,,a ?;i;... A =fe' 4:liku sr it4.7414i. C4 2 111 00 coo cn w w • 0 g IL Q . E d' • z � w 0 0 0 F- I 0 - o w (0 i O Pr n t: c 0 S., i4T-R4 Type cospection : 6.... /2/34 )0 Date called: Special instructions: Dal Go a.m. P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 El Corrections required prior to approval. COMMENTS: • erptt/e5 zcro /4:0a4._ Oc Acr7 W I sr ete, ; ' l,d) ix() pe- - Ca 7t (76 et 4 (76'6 1 P9 - 91 4 /ts iesS 5. C c ,, e -(7.1 7 1,4 D $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: I- <tasazatiViawlasz' 44.4 COMMENTS: ;',L.( 0 c/?971 ./J (,c..( GLic6 �9;e t ss 57246es I c- ��' Clr4Th 0 t9-r l ,aL - - f/4E 44190 ,c7 47 �r . lv.4�.e 5 0 P/ ` /et.0 f/g - rele6 6 Special instructions: N ° S - E 703 OIL 7 6 cJ6 ,&(ofI /� / a �' ml // Requester: , /i tie h a__, 0 /2/& De A- CS faLC -rt( ,64-A‘ S t F i C"7 /44- *Ef ( i Mr ..p s / t c d .s _ ' ' ' - Type of_Inspec n: — ress: 5. 1301 Date called: WO 0 Special instructions: N ° S - E 703 Date wanted: /� / a �' ml // Requester: , /i tie h a__, 0 Phone (0 -a ,t- /- 5,24 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. _orrections required prior to approval. C $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: PEz (206)431 -3670 Project• X c r us pcc ) e ` pi-kcC L -y e of Inspection: i e — C G rT Address: X355 S lac) P t._. . called: c .. (c _ Oo Special instructions: Pate wanted: - 1 cT: a.m. Requester: Phone: x 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. 0 Corrections required prior to approval. COMMENTS: Po>e7269Ai G � l oD e- 0 /.1/, (6 tW' 7?1 120 o -14 Ozsleoo - Daa /b/gt7 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspec 'iion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tts F g:as14■' rYJihdt4l:(ii814 faXu ^,L:.i• 14 4:14 i�i6..2; SABEY CORPORATION January 18, 2001 Ken Nelson Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98168 Re: Exodus Seattle 3 Tenant Improvement Phase 1 Permit Application Number D2000-208 Mr. Nelson: REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 of 'W tkri 1 AN 2 9 (1° During final inspections for this permit, the Building Inspector, Dave Larsen, raised an issue regarding the manhole covers for the Utilidor that had not been identified in prior reviews. As you know, this Utilidor provides an underfloor pathway for the diesel fuel lines from the underground storage tanks to the Generator Rooms. It passes underneath the office area arid Shipping /Receiving on Floor 1, and there are 6 manholes in these areas to provide access to the Utilidor. Per the approved plans for this project, the Generator Rooms are classified as an H -3 Occupancy and the office area and Shipping /Receiving is classified as a B Occupancy. The Building Code requires a 1 -hour rated Separation between H -3 and B Occupancies [Table 3 -B]. Since there is no rated barrier between the Utilidor and the Generator Rooms, and the Utilidor houses pipes containing the flammable liquid which was the generator of the H -3 Classification in the first place, Dave's view is that the Utilidor should be considered an extension of the H -3 Occupancy. As such, a 1 -hour separation between the Utilidor and the B Occupancy would be required. The concrete lid for the Utilidor is 5" thick which provides a 1 -hour rated separation. The issue, then, is how to maintain the rated separation at the access manholes. We can maintain the separation at the manholes by providing 3 /4" thick steel plate covers with an intumescent coating on the bottom side that provides a 1 -hour rated protection for the steel. We have attached information from the protective coatings supplier that describes the product to be used and the application thickness required. We will provide the manhole covers to the coatings installer so that the material can be applied in their shop for maximum quality control. The work will include coating the edges of the manhole cover so that the intumescent material will serve as a smoke seal in a fire event. The new manhole covers will include bolted connections to lock them in place. Since the Utilidor contains no operating equipment, there is no requirement for regular maintenance access for any reason. The manhole covers will always be in the closed position except for the rare occasion when there is service activity required at the immediate location. 206/ 281-8700 main line 206/ 282 -9951 fax line www.sabey.com RECEIVED JAN 2 2 2001 COMMUNITY DEVELOPMENT Ken Nelson, City of Tukwila January 12, 2001 Page 2 of 2 We have also enclosed an excerpt from the Operations & Maintenance Manual for the Fuel Delivery System. This excerpt describes the procedures to be followed when access to the Utilidor is required at one of these manholes in the B Occupancy Area. The intent of these procedures is to provide a high level of safety for the occupants of the building as well as to maintain a fire watch during this temporary breech of the occupancy separation barrier. Please let us know if this proposal for maintaining the 1 -hour occupancy separation at the manholes is satisfactory to the City of Tukwila. We can have the new manhole covers installed within a week of receiving your acceptance of this design. We understand that we are not permitted to have diesel fuel in the piping in the Utilidor until acceptable manhole covers have been installed. We appreciate your help in resolving this matter promptly. Sinc ohn Lang, AIA Sabey Architectur Encl cc: Hagler, Lund, Gardner Sent By: MacDonald - Miller; AP," MacDonald - Miller 7878773; Construction i Enu neer510 Pn. Box 47953 Snattle. WA 98145 208 783 -0400, fax m7.67/3 Jan -19 -01 11:40AM; Procedures for Accessing the Manholes for the Utilidor 1. Maintenance Access Require me b 1.1. There is no operating installed within the Utilidor. equipment 1,2. There is no requirement for regular maintenance access performed annually. 1.3. Visual observation of conditions inside the Utilidor should bepe 1.3.1. Check for any signs of deterioration of the pipes 1.3.2. Check for any signs of damage to the pipe supports 1.3.3. Check for any signs of cracking or damage to the concrete enclosure 2. Reasons for Emergency Aeoess to the Utillder 2.1. Detectors indicate a leak in the piping 2.2. Detectors Indicate liquid In a sump 2.3. Suspicion of smoke or fire 3. Utilidor Access Procedures 3.1. If manhole general announcement over the Intercom sy� informing M rming the staff as to Area: 3.1.1. a ke 9 noounce which manhole Is tempo rarily open 3.1.2. Unbolt and remove manhole cover rsonrte+l away from manhole for 3.1.3. There must be an observer present to keep personnel entire time that the manhole Is open. This requitement Includes any tim or when maintenance personnel are away from the ma hole gathering supp performing related tasks. time other shall an o of d Manhole est col be l e t cation nat en d the 3.1.4 Observer must have cell p hone security office at all times. 3.1.5. Plan activities a to minimize a amount of time soon stpossiblehafterVcompletion of Replace maintenance activities. 32. If manhole is outside of Shipping /Receiving or Office Area 3.2.1. Provide sawhorse, warning cones or other barricade to indicate location of work 3.2.2. Barricade shall include flashing warning light m 3.2.3. Barricade must be set up p manhole cover and shall remain in place until cover Is re- bolted in position. 4. Work Procedures Within the Utilldor 4.1. Work to Confined Space Entry requirements 4.1.1. Comply with Washington g�M Administrative nfined Space 296 -62 General Occupational Health Standards, P Page 3/3 TO: FROM: 01/05/01 15:52 CLAYTON COATINGS, INC. 7804 40th Avenue West Mukilteo, WA 98275 (425)710 -9818 C O V E R S H E E T HRy� L iv6 s rny 1?rn c � To Speak To Us, Call (425)710 -9818 To Send A Fax Message (425)710 -9660 Date: TOTAL PAGES: nl Tame: Pm NCLUDING THIS COVER SHEET 001 Jf STeeL 3/�` p-Z y" friR uQ.2r! - tita Wk. fl-,v Re oB�i�v� W;l,vq T' fre/ M c4 2 (0 O tow 9 W } O } ' N om. : zt- ill W :- D U C0 !0 H W W `. = i V � 0, uj U 0~ z 1 otwi of : It4M Mtl' 01/05/01 15:53 AIbi Fireproofing Phone: 949- 720 -0997 os /05/2001 Attention : Richard Clayton, Clayton Coatings Fax : 425 - 710-9660 Phone 425-710-9818 9497200993; JAN -5 -f 2:27PM; From : Ernest Detmers, Western Regional Manager From Fax : 949 - 720-0993 Phone : 949 -720 -0997 Reference : Exodus, Seattle, WA Subject : Albi Clad 800 for 44` Manhole covers Mr. Clayton, It is the purpose of this correspondence to: 1. Review your projects requirements 2. And to pass on Albi's recommendation for thickness. E+r4us 3earfe WA Manhole Covsr OS 05 2001 602 Larkspur Asa., Vale #1 Corona del Mar, CA 92625 Attachment: 1. 5 January 2001: Mr. Mohammad Hussain, Albi's Technical Director, fax stating that 60.70 mils would provide a one hour rating on IV steel plate. 2. Albi Clad 800 Technical Data Sheet. 3. AIbi Clad 800 Hand Application Specification. 4. Albi Clad 800 Underwriters Laboratories, Inc. "Listings` As we discussed yesterday afternoon, Albi Clad 800, Albi's Interior /exterior Underwriters Laboratories, inc. "listed" intumescent fireproofing material, has extensive in -house testing on %' plate for one hour ® 225 mils dry film thickness without any reinforcement. Mr. Hussain's fax reads: "Most of the test data we have on AC800 is acquired on 1 /4" thick sheet plates and 1 hr. thickness is determined to be W thick or 225 mils of AC800 (dry). In my opinion for a 3/4" steel plate my educated guess would be that a thickness of 60 - 70 mils (0.06" - 0.07") of AC-800 dry would provide an hour of protection." If 70 mils Is used then it is my opinion that the yield for hand application would be as follows: 111 604 X 65% volume solids) + 70 mils dry film thickness] - 3096 loss - 10.43 sq.lt. /gal. Thank you again for your time in this matter and as always if you have any questions please feel free to call me @ 949 - 720.0997, office or 949- 307 -3248, mobile. cc: Casey West, Albi Fax: 860 - 828 - 3297 Mohammad Hussain, Albi Fax: 860 -828 -2840 1 002 PAGE 1 SENT BY: TECH REP 01/0S/01 FRI 17:41 FAX 1120244u 01/05/01 15:54 9497260993; Albi Mountoctp Albi Division of StenCheni, Inc. 401 Bonin Street Emit /Win, CT 06023 USA TEL: (160) 1144571 • FAX: (M) 221.3297 1c+ooll: IMblalW.com FAX TRANSMISSION NO. FROM FAX NO. 1160421.3197 DEST. FAX NO. 9 C 172.0 Q 49'q 3 NO. OF PAGES 003 JAN -5 -0'- 2:27PM; PAGE 2 Ammomma DATE: ycyro (Including tins one) ooi TO: f- ri es t" S COMPANY: al- Pp? FROM: /l i 41. sr�....._ d.. RE: 34" ' ..� DEPT: / Ji ,'ek ?/ (4€414., /A. � /Wel V c/- d A & ii-� � cJ A Ary h , , /. . 77 ,,.. e. c '.„44 / oLl £L yam. 1 1,x:,4 , p7•74 0 4-4. -o .Cd n x.34 s1-e flat= Ct- / k.. -, 70 k 03~6 e6 07) . 6'47 Gtr7-1AA.. M-e ezd‘- . 4 c_a, r 1 Confd ity Noce: 1M doeuenwm accompanying this f cdinula transmission rosy mnrin cei 4 .iil K Lie. W its wbieiee m. TM. Worms: km is Windso by P i' i fh a Warded I be swim at sew disolosurs, copy n , divaibudo ar um of do s ao.eew Minn !�a If you c .v die mbo p notify us by Colophons munadimaly so that wears armee rat m iavai of the fooddoasams. Uyeu how wsi sl Chia 6cainw .'ate,vet.:rreamra��m"r....,,.., .,......,,.,....,..re. ,....M, t...m..,a,,..K,...... <.«r.+ ,.ON esnr+ _ )hNt BY: TECH REP 01/05/01 15:54 PHYSICAL PROPERTIES: f R I;ERTY Dry,Ipplied Density Lap Shear Cohe:ive /Adhesive Strength (bond strength) Compressive Strength Mont:lus of Elasticity Flexural Strength Modulus of Elasticity Tensi a Strength Awe•' ion Resistance Impu. t Resistance Marrs less Welt ht/Gallon Coet'icient or Thermal Expansion The, nal Conductivity n). Spread Smo re Developed �.r..s.l.�w WAP'IRANTY tuei.:o11 a sln,Chom MIe. 401 MAN 51 Elam Donn. CT Wm, fro) eae.a7t F AX (M0) St••3207 PRODUCT DESCRIPTION: Albs Clad 800 is an intumescent mastic Coating ap- plied to structural steel, concrete, and other con- struction materials for the purposes of fire protec- RECOMMENDED USES: Listed by Underwriter's Laboratories for both interior and exterior application, Albi Clad 800 should be specified wherever long - lasting fireproofing with high abrasion and impact resistance is required. Albs Clad 800 is ideal for use in a wide variety of cor nercial, institutional and industrial environ- f EATURES' • Ut listed for up to 3 hour protection of both inter - ic,r & exterior steel. • Th.n film application maintains the contours of the• substrate. • Lightweight & hammer -hard. • Os (standing wear - resistance: will not dust, flake, crack or delaminate. "P',i;CATION: Albs Clad 800 is spray applied directly from the shipping container. utilizing standard, heavy -duty, pneumatic spray equipment. Thickness of the appli- cation will depend upon the fire endurance rating specified. TEST METHOD •mm1.••r11.M /1•Aw1 -1.O. p• •..e1. /. Der. -MW /r 14 pear r•-rr Y++r ire. • U..SN• WW1 -___ t..• -w M-Y .•q, rM.••r rY.• ••�A ti IS i 00.1•. •a- -••r.. - w• /•1-• •.w err ••-••.••w• • r•q - ••. •.1••. -•• Ytt-1ay. r� w•er •1'•e••• •.r N •••./.•e r ••w er r! w.r• ..•.....rr - ..1 e1•. e.e.-e 1r• ire Ig1 r.•-.w1••I•wr•eM•wW w•-r.. .•.1••• •e.-.r- �.••. .rr-- •Are• ryMrad• M rirarr1•e VI,• rn /1I.T iarM •►NIIiC wall^AMU w1. M•I N••Lr ter•r1• rr• r••••••w.•�- •re.- I-.... .�M Nr M✓ft./ar s A r5ISYM••rpM••IIV r Ir•• 1.rS- �/.rwr nNIw5 MI•.wrll Anil w r•.w1•• •I MO M a• Mr" r WM Mr wM bur Wr YNY.wr i w ar. Ye w1/ rNS le.n.a�.r • . ..-. •... • ....... . • .•..F.1.. f..rw••..M.11Ar•.I. ..S•.w.• '..w.- 1. •.•MWw•Wl•e, -IY1.4 9497200993; AR�i ASTM 01002 ASTM 04541 ASTM 0695 ASTM 0695 ASTM D790 ASTM D790 ASTM D638 ASTM D1044 ASTM D256 Shore D ASTM D696 ASTM F433 ASTM £84 ASTM £64 41•Iest J. 0•MIer• Nh R%VVenal eaio• Manager Tech • flop, • X02 LOAI•pu. AN. vsi et C•IOna Dii err, CA ps20 (0•0)'72p01e'7 rAx (0 7 1g•g9oa M0911.e (714) 7424NS lion. Albi Clad 800 carries a wide range of UL listing fnr interior an gterro use under both the E -111 ''a d the Ul. T709High Rise hydrocarbon test criteria. merits where conventional fireproofing is not suffi tiently rugged, lightweight or attractive. Albi Clad 800 will withstand weathering and chemi cal fumes. It is highly recommended for use on off• shore drilling platforms, petrochemical plants, powe) plants and dock facilities. • Approved by major building codes and insuranc organriraitons. • Long -term protection: maintains excellent fire pro- tective properties even when exposed to years of extreme abuse and vibration. • Asbestos Free • Factory formulated: eliminates job -Site mixing. • Highly resistant to ultraviolet exposure. Albi Clad 800 must be applied by qualified, factory - trained applicators. Installation must be in accor- dance with manufacturer's printed Instructions, and in compliance with specific test requirements. 004 JAN•5 -r 2 :28PM; PAGE 3 VALUES 68 371 >375 2100 94, 800 1420 158, 000 7S6 0.40 0.54 65 -70 10.7510.25 1.44 X 10+ 3.0 15 40 ALBI CLAD 80C INTUMESCENT MASTIC. FIREPROOFING PCF PSI (cohesive failure) PSI (cohesive failure) PSI PSI PSI PSI PSI gm. loss /1000 cycles ft. lbs. /in. of notch lbs. In. /in. /'F. BTU in. /hr. ft' 'F. kEV 1/V.+ r .,.....-..,...• v••*•• o-w, war••, mr tines•n.,..mr • .n.r.. ewe.,. ./ .�•am,m..nnrnarronewnrax+F 0•V4 PRODUCT DESCRIP1ION: Albi AM 41115 N a tint kiltib*ive, pMsdk atedlEkd al- be sane' sad and m arbitrate 11 has RKOMAII DID U31S Nbl 4V3 k Maommrnded for use abeam a top b Malay *dim Ions panty ' Y Ma i n . fir jIre%ed. went rods t A laepr cas CC b O,o , ` arch A n AIbE er Abb1eWe N TIECMNICAL DATA: Akar ISminetes Red Selma A'er11nic lobar* WelihllCatimr 11AI — ILO Ro. (ladsPON rc srrIWO recoabyr 40.30 sec. II Zahn Cup Sped+ by enlist: 64.6114 StV 6months SPLC1r1CATION DATA RL'COMMIINDED T11ICRNISSc Srsha p d%and try b erieldandwhao manse for eta under Mond leeotpbetIc eonaiore, if 1 MD milt dry Dm tht�.�.r,�yer, 400 mare leap pre Won!l.1heiti waseounne k e h • ban IWO add Mk CF amen t ing marl h0411114101111 Albi 487S Primer Cowden ReJeat deal been ipedk afyfamwtated brccmpeiib with *cog aokent pate pil and marks se/Nth may, IM ce Meer dopls&coating. so s Gonalvenne to en uko ligaturing « Albi Mass 4arslwbe. a•a•w• Wraa mason rY.1YMaMir M�a a Mare liar now* Ilompo 0 Yaw 4a. WIN el Com Mlle 01 pm Owe Sate tt141u6e For conduit, Media toyea rrei, apy M 2 ralh M 271-302 square STORAGE PACKAGING WAIMANTY SURIACI PREPARATION: Surface lea dioula Woad* eecomna datlone oldie Barrel Sumba Painting Ceuta. in general, sunder *enrolee bpaining real w/aoes apply, • M are solaces are dean of al loam dub, rut, mil sole; rim, oil, or Leber bre4En resldora that t ' stay break station. San&las` i ie o I when the larks Y snouued with eat, bole or other bony- InIti•t9 rel. \ Wee not neatly termed by Nand or dartdcal MOM m • h areas wAtm sandbleeirtl Is eat ,...a* d or babe, power during for steel KSPC•5►3-63) Is /tl y - 1-• mmendet r N APPLICATION INSTRUCTIONS: m to APPI ATIOP1 A4plka• at may be made by brisk solar or spray gun using waded e u prsent and tpo rogues.. 1 THINNING: for Web egplicatlos1, dike* 4 pent A l 4tils with Lie o 'prey aak a ill Icat lute a pas AM WS with one pat toluene, sane or Yntilar For dew f Coi ins with Albs I Harke Coatis. �'h, jai AAi 107A Fire Rewtlant • DRYING liML Abp 487S Y a bstlrying p tow. Sot roe NOM M Ire 2 Mond coning Wee prior es euatatkig wile Iswy boded maks. Allow a initiative dry$sjtlaie of a hours I room Iowpsadre II overcoming edf a *n- or ow ' is g ' too 2s 1513-12E0 iibl Drying minors. accelerated by rat j�en lamps or L afAN•Ult Chen oilers and spay grApmene prongOy wi/i tolwnr, Wow or strellar era. z l stk ethers. Sere In iighdy doted aoraiaat` bap bean..► 40401F 01 -)2'a 1, S, SS U.S. gallon cortakies SAFETY PRICAU11ONS: Alba 4173 amides 6rettable ultio. Now apply near: new ereu Ra yne we a *e Mat. wopw wetllation Amid be padded Iamb*F M aft' shrew dosed am Avoid /Morel and rep.wd imam arida ih bambini *Hy Intornno- datoeAbp 4W7l. phase arena NO ewers - a m CO W 9 CO Li. W u . W , O s Lu 0 Di 0 H. nil U u- pi 1 11 2 U = 0 I z PRODUCT DESCRIPTION : AM 144 its saki load Cr•inss an ae+ a.ai.. Ue is a emd.dele 1G:ah Desired ix see •n nen. nentanibie %Asa 1111 se a ke fee woadase foomi p�tai:14m to • fire hard of mown. R ECOMMENOED USES : AM 144 fret iert awing Is widely wed ter di. tellewtrlg awl (skew beareiootiblt values such as steno ad notary cool. don =silt. erg rays and ether /t&k aremdy wen. TEST DATA i APPROVALS : The pre:swaa . tnpen•Iis of NN 114 rice the eegtd+r• roes of MAWp SFacteal'ot MII1•1 7SIOC U.L. TEST DATA ; Pill RITARDMfT COATING SuuA[E Connewl ! ILowpaled Haws % read heed Comical Sndw Oen* •Ou ewe 'MOON lobs/ Worn yyllal ate rla. el L pr paw ewvAM 1YA wIlhog erg dlryr In Owe Iywraa PHYSICAL PlOPEITIES: DRTI4O TIME: MOOAT; rrh[RAG•4C'• Tweet WDDIffiCAILOne WARRANTY ..r• Ir.O...M leg cow. CI MGM Ilea lash CU Milli ZIP NN 144 Carlos Fir loo • IS IS S Ale Dry ink keel tours ADow 4 lase drying tow be. ewes mitt 1 •g iels S plia s a' Si.SBba comalnens Aveilabls in a.dtd calor earn. VW nolo wWrrd*AL 12.1 -I24 1s - 4111 lent Ueda TT•1.141 Mend 4211. Iw• /... i► TOP COAT Caaaarrr.Oeres ' Albi 144 MN MOW 14.4 M MOW SDIGL0111 FRAM COAI10 ow PM /ow: FOR a1TINOI1 ORI users M • AppOrd lOo aiMndewsl'Om IIV. durable twist wee- .Are a wsennets tt.u+t a WO moralism vototAih4r. wlwoU Alain the M odes ern* submit to +d It is espied. Alb& lee is eva0able N a wide imp of ( deep why tun on weds* code. Ca11a1Ue wham as a creep eves Ire resod.% care. r+0 In tins doss, panting, wall% and drtaabe dII• Pins Ail 144 has been WWI b► Undenorban' Ubcui .. Inc. k an}wa>Oi wet AN 107A Ths onto of time was we down Inlay. • a..a.e.ara•aa Albs 107A I lee would is Fir 'SOf41o• IS 24 S RASH /pelt 101• I. SOURS IF1110C1ff: H. %•74.of1. SOLIDS IF VOLU.4: SE • 101E TNTND Ui*enal Cohorts ODROva ON 141101101KSUVACSSe 714.4:24* 4pLIaLS wit owl Iw Cl a: L. COANAGE LIN MOOS SURFACER 114 144.4110 wile *ND mitstfryi truss f... I.1Y. cola- 1•1..ar ...wow. A •■•••••••••■•••••..... •••■w+..r...e.. ••••■•••••■■••••••••••••• r•••.•a..•a1■111••.. IMM.I.Mr — .•..,- .....Nfs•a..+wr..rw.... ••M a•..r.•~. 1111wa0w811.+00.w.rar.w.ai. tom, ..... ••••∎ ww_..rr W.I. a.ar. ....e.•...+•a. ARCIi1TECTURAl11KIFI CA TNS: SURFACE PRPARAIIOP! AN !AIM new bt d•rt. dry, lee of pens cc any our• hoe aoreamtnian this will Inguir es prevent piper ed. Anion. C oety sortaar shout/ to dulled to ►ravidt Toodl MATERIAL OR 'nodal toning shall be AEUI 144 as trorantuted by Albi Manu .ctn4i 1, (vision of IwIQmp, We or op rowed U a Zs d by ntl rwr i is, Un e dence of Om A *Wag 'AMNIA dull be eppbed es Ole Need Coortle to Wiliam so the UL clasaikasion led tv the tnlera &this speo7lcMcis, • SAFETY PRECAUTIONS: Albi 144 contains Ipwrwble idheraa, Nevis apply areas ;id Met open Dame •r e.cesive Arcot. Ieopar r entIation ehceid be peovidod elpetially in enclosed area. Moil Albi - -rim Iherim II !KIM In. Oa bow Ire 11.• aka Nal taiar en am ens maw ARSKAWN: Aeoly A1N 144 le era or wore Solk level cows by WWI. . wit net awe dune o an t p pant, lltU thin NMI* br Ruda, NbnnNfon on Aid Ted aradme 41r cons. pi e of kw rends a conker. and Noneesnnd en. rostra. and piobnpil over, tee antra din o af iere an NW I44, Rows the woes anneal Wry Data Sheet ewa.er.I/ Iftrepp rRa. ay, 611 War ka.lres C. moDstb1.CJo s eve 1110.0/ 141s um /SHIM Kim pug R41 N IC t; BSNT BY: TECH REP Albi 602 Larkspur Ave., Villa 4/1 Division of StanChem, Inc. Corona del Mar, CA 92625 -2318 01 -05 -2001 Attention Fax Phone From Fax Phone Reference : Exodus, WA Subject Scope: Per our conversation: I. Environment 2. Hourly Rating 3. Steel Member 4. Owner 01/05/01 15:58 �..� 949/2UU994j JAN•D'Ut Richard Clayton, Clayton Coatings, Inc. : 425.710 -9660 : 425.71 0-9818 : Ernest Detmers. Western Region Manager 949 - 720.0993 : 949-720-0997, office or 949-307-3248 mobile : Hand Application of Albi Clad 800 on Manhole Covers Air As per our telephone conversation of yesterday, it is the purpose of this telecommunication to: 1. review your Scope, 2. to review a 'Hand Application Specification' for Albl Clad 800, 3. to review the procedure for measuring the thickness of Albl Clad : Interior, Exterior exposes : One : W Steel Mannole cover : Sabey PROCEDURE FOR HAND APPLICATION I. Remove all oils, grease and surface contamination on your steel. Clean the surface with Albi Clad Thinner and clean rags, SSPC SP 1, Solvent Wipe. 2. Mechanically abrade your surface utilizing. SSPC -SP 3, Mechanical Cleaning. 3. Again, clean the surface with Albi Clad Thinner and clean rags, SSPC SP I, Solvent Wipe. This will remove any residual grease, etc. that the Mechanical Clean has redistributed onto the substrate. Or ... 1/3 Abrasive Blast Clean (preferred method) the surface to an SSPC -SP -6, Commercial Blast Clean with average peak to valley profile of 1.5 - 2.0 mils. 4. Apply Aib1 487 -S primer between 2 and 2.5 mils dry film thickness 5. At 70' F. let the primer cure for 24 hours. 6. Apply Albi Clad 800 in 30m11 'lifts' to achieve the desired thickness (70 mils). This can be accomplished by the applicator, utilizing a plastic gloved hand, remove some material from the rive (5) gallon container men pressing the material onto the substrate or the applicator can hawk and trowel the material. Exodus AC800 Hand Application ai 05 2001 007 rMU u/ 1r 01 /05 /01 15: SENT BY: TECH REP ; :-, gay /luuyaai JA14.3-UL. eiourM1 Albi 60Z Larkspur Ave., Villa 01 Division of StanChem, Inc. Corona del Mar, CA 92625 01 - 2001 7. After the hand application, roll each 'IHt with Albl Thinner, to smooth the fibers down, creating a level surface. Use a low nap roller such as a 1/4" nap. After dipping the roller into Albi solvent use a plastic gloved hand to squeegee the roller before application. let each 'lift" dry a minimum of four (4) hours. 8. Complete the application to achieve the correct hourly - rating requirement, per the correct UU Listing. 9. COLOR TOPCOAT (Optional): For color topcoat use Albi 144 fire inert exterior topcoat or "approved equal which meets ASTM -E-84, Class "1 HELPFUL HINTS: UU THICKNESS I. ONE -HOUR PIPE OR TUBE MEMBERS: ULI rating per Design X-615, requires 0.38" "DIy film thickness with reinforcement. 2. ONE HOUR WIDE FLANGE COLUMNS: ULI rating per Design X606, requires 0.25" "Wet film thickness (0.20" "Dry film thickness minimum) without reinforcement. 3. ONE -HOUR WIDE FLANGE BEAMS: UU rating per ULI Letter 8 -2.74, beams, requires 0.312 "Wet film thickness (0.25" "Dry Film thickness minimum) without reinforcement 4. TWO -HOUR PIPE OR TUBE MEMBERS: ULI rating per Design X-615, requires 0.85' `Dry/' film thickness with reinforcement, 5. TWO HOUR WIDE FLANGE COLUMNS; ULI rating per Design X requires 0.50" 'Wer film thickness (0.40" "Dry' film thickness minimum), with fiberglass reinforcement at the flange edges. 6. TWO-HOUR WIDE FLANGE BEAMS: N-601 requires 0.50" Wet" film thickness or 0.40" - Qty" Rim thickness minimum, with fiberglass reinforcement at the Range edges. 4. THREE - HOUR: UU rating per Design XR-609 requires 0.75" 'Dry film thickness with fiberglass reinforcement at the flange edges. 5. One -Hour Manhole 3/4" Steel Plate: 70 mils dry film thickness without reinforcement YIELD: The typical loss factor for "Spray" application is between 15 - 20% or me Albi "Estimating Guide values. which are theoretical. - Due to compression of the material by hand application, It Is recommended that a loss factor Of between 30- 40% be used. I. The batch number Is always written on the container. It Is important that this number IS recorded by the applicator. If a material problem occurs the batch retains at AIDI can men be checked. 2. in enclosed areas It Is recommended that me applicator provide ventilation to help reduce the volatile organic compounds Rom being a nuisance to other trades and therefore helping mitigating stopping the work. 3. The applicator should always wear a respirator and when applying any coating product. Albi products are no exception. Standard safety painting practices should be employed. FIELD PROCEDURE FOR MIASURING FILM THICKNESS: Applied `wet film thickness ", (w.f.t.), of Albi Clad materials shall be measured immediately after the application and roiling of a particular pass of material, holding the probe gauge perpendicular to the surface and Inserting me probe tip Exodus AC800 Hand Application 0I 05 2001 2 008 r, uc StNt HY: I PEP Albi Division of StanChem, inc. until it penetrates aid applied material to the steel substrate. Since in the majority of applications Albi Clad is applied in multiple layers, - w.f.t' readings over several days period of time will need to take into account the previous thickness readings. Each given days Wis.' shall have an adjustment made for the 'w.f.t.' applied during previous application efforts. USTiNGS: Some listings in the Underwriter Laboratories Fire Resistance Directory (UU), using Albi Clad materials refer to WV." for beam and column Are tests conducted In accordance with ASTM- E-I 19 (ULI263). And other Albi Clad ULI "Listings" refer to 'dry Alm thickness", (d.f.t.l. These include pipe column test in accordance with ASTM•E -119 and columns, beams and pipe Column tests for Ulf-1709. the rapid high rise fire test. Cl) C.) §' W W. J �! SHRINKAGE: The volatile in Albi Clad intumescent mastic fireproofing act as a transfer co W mechanism with either the solvent or water based products. When the volatile evaporates, up to W O 20% thickness shrinkage can occur during the curio d cycle process. curing/drying P g J DRY FILM THICKNESS: One method of measuring is by drilling a 1/8' diameter hole v_1 a ` perpendicularly through the cured material to the substrate. Net insert a calibrated measuring W ' probe into the drilled hole. The depth of the hole is the Albi Clad "d.f.t - Another - non-destructive z ; • test" method for measuring Is to use a "dry film thickness gage ".." See ASTM -E-605 mentioned Z O; above for details on locations and number of measurements. LU ASTM -E- 605 -77: Though this method is for sprayed fibrous and cementltious materials, the area In p which it Is applicable for Albi Clad mastic materials deals with the Test locations for measuring c N thickness, Figure 2 and Figure XI. 0 H =W UNIFORM BUILDING CODE STANDARD 7-6: "Thickness and Density Determination for Spray- Applied Fireproofing" again for sprayed fibrous and cementidous fire-resistive materials. In ! p addition, provisions for field inspection procedures by an approved agency on a random sample Z ' basis. v ( 1 ) . 1= _ O F- PRIMER: Alba 487 -s comes in one gallon, five - gallon and fifty -five gallon containers. Typkally one z should estimate about 250 sq,/ft per gallon over a blasted steel substrate. This primer can also be used over a galvanized surface. One key point to remember is that the application of the Albi Clad 800 should take place 48 hours minimum after the surface has been primed @ air temperatures between 65 and 75'F. SHIPPING: Allow seven (1) to ten (10) working days for shipping. Thar* you for your interest In AIDI products and if you have any questions please feel free to call me @ 949 - 720 -0997. office or 949 - 307 -3248 mobile. 'cc: Casey West. Albi Fax: 860-828-3297 Mohammad Hussain, Albi Fax: 860828 -2840 Exodus ACBVO Hanc /Application 0 f 05 ZOO 01/05/01 16:00 009 4407200903; JAN -5. -'•. 2:30PM; PAGE 8 /14 01-05 -2001 602 Larkspur Ave., Villa *1 Corona del Mar, CA 92625 -2318 3 .n m- sy? 1.f's;*'e` +mm ram 'VP ,a* ts�ia*yin^y.^ � .as: crrt O AI V' Art MochWILrnl t w•"""" Albi Clad a•rrss....views Estimaling Guide met gFtAT nee ►moe•aa 1[C1011MIPALITIN A GUIDE ION ESTIMATING MATERIAL REQUIREMENTS ...� MnW w Wawstor7 a.•1 a•1.1 aayeriewae with WO Clad IrlamfseNe MAMIO indiums M TNY Mr pi* anon Ihlawl ets shawl Wow. Co.«a(t Wawa iia Are load On forty Nrollailonio w r cliro n. G Igo mdmees rat Ko.el applicant will Ye salrtl.sltai ley Own MA way applicant Limn ma INNI I Is .ii m&ed in lI sprodin /'lull''wombed tooth M *WNW* Amite/ tl.,e so l/w Monad UrwYM Of M ICH The rehe..Ing Inhanneiltn Is Ie be um an/ as a Fulda 1v atenrWr rIal rs4yllsrrwd . ••• Aey w l eulre1 in Ike nem .411 1 be affected ay The Jab enroitions Rn.ernilg N(A apealSpyn. Iv 1.• t I :: . 1 • ', nr t J l • COLUMNS: W10X49 FIRE TEST: A,STM 6119 A: v.,k Sr ,:&t: i 141 al. RA MO MAT/1101. 11ATERIIt REMORtIklrt` t1PPlIG110N al. Np. RATNO MAT/1 R CONTOUR NRS •2S I hr. .1173 in. wag 9.0 IV/1a1 nens X - 606 1 hr. .23 In. mai 6.3 D'/p1 11004 X -601 2l.rs. , O 11L ••u 1.3 /e/Eal RYergianrin e+ OOxEO x -fo4 1.1/2 hni. .373 it wc* 4.1 A7141 Ilbcrr1lw liti1461 X 7 het. .437 M. *al 4.0 A' //aI 116 1.n i*b+w COLUMNS: WIOX49 FIRE TEST: UL 1709 HYDROCARBON Vi. NCL LY MATERIAL NATEAI. APPLICATION DESIGN NO. IMMO moors' moLAIn° RE1lf0ACF/EM CONTOUR XR•602 I hr. .2011. dry 7.0 nail wits wash X1L•602 1-1/21m. .41 in. dry 3.1 ft'/p1 May rseAA XR•602 2 hrt. .76 in. day 1.9 M /n1 Ir1,e mom XR-607 I hr. .25 in. dry 6.3 R nom XR•601 1 -1/2 hrs. .33 in, dry 4.3 h#al Rborgla a ribbon XRL401 21m. .31 in. dry 3.0 re /p1 f MgLn ribbon XR•609 2.1/2 h i. .62 in. dry 2.4 1W1.I Rbtr lau rlbYly XR•609 3 Ars. .73 In. dry 1.9 M /pl llbdee sey WNW COLUMNS: 4 INCH PIPE FIRE TEST: ASTM E.119 at. HOURLY YATUNAL MATERIAL APPLICATION DESIGN AO. RATNO TNIC04133 REOUIRED REW/OAC /PINT - CONTOUR X-613 I he. 0.31 in, day 4.0 0'/pi wile nesh X.615 1 -1/2 hrs. 0.61 In. dry 2.4 fl'/p1 wire mull X413 2 hrs. 0.13 in. dry I.7 h'/p1 Mrs mash (CGni1'.u/d an back) esaaerswet�n """:. WARRANTY =="" =: Z. Zon..i ==«..+..'S : "rl.. ..�... w'w�i•'1.- _..•.. _ W ter. 41 �•�•r�.ue•.• .11.. Air. w. .••-•••••■�•� ••r•• •••�� +•��+ ti••■w�..1.w•f�11,1t••lrl•reYm LOLUMNS: • INCH PIPE NILE TEST: UL 1709 HYDROCARBON V.L. n owtt AM7iNeL WA1TiN . APly CATgN OLLGN NO M /NG 1NPJPlIl11 11!1 1 eregatempbmoct CONTOUR XR•/103 1 hr. 0.31 it dry 53 f►'/J;A1 win nosh X11-603 3 I • U= ha. 11.38 in. dry 2.3 r1' /171 was nub XR•603 2 tot. 0.91 Is. dry IA COW wire mutt REAMS; W0X17 fort TEST: ASTM E•119 Ul. rougY MATERIAL MATERIAL APPLICATION OEEGMNO. 11sl440 Warmed& MONO RRNPOICLPEAtr, CONTOUR • - N-444 1/31 .125 is. wa1 14.011 /p1 none N-G03 3/1 lir. .117 In. wel 9.0 IIYi11 Ron. UL Ilt:purl 11/2/74 I hi. .312 I.. wet to Terra! mane N-601 31.'1, AIM., .30 In.wss 7.311'/14 Qbasilw.ribliei OOXL'U N .61r2 2 nr.. .373 I", wet 3.0 R %gttl Maims rib ativI tlT: ItUP1 MEP TECH - REP® TECHNICAL REPRESENTATIVE 3 01/05/01 16:01 9497200993; JAN-5-M- . 2:31PM; ro"11":t .x xwnNYnrkm•....r.'r + v 01.0 PAGE 0/14 tihNI 10: TECH REP 01/05/01 16:02 9497200993; Designation: E 005 -• 77 (Reapproved 1902) "- Standard teat Methods for Thickness and Density of Sprayed Fire- Resistive Material Applied to Structural Members' 0 7101 t r d It ladd endte IM flail eteatans%hI E W)53 the note*: ieundisWy NAlooks the drrtanstios Indicates tqs 1W V ad e9 pr. is the gem of heition. rhr'eet sr len elvt•rnn. A somber In p...antous Intent yy 1W Oleg ProOpNr.L roomer* ghlsa 1.) 'Mettles an srllsdal e1lanO sines Ole Int mitten es nesprwert. ?Arse mehodh Aar, bars twern,vd , we grnr r! VA, Di..mem seDdenne .n/ji. pp/v In Orr DO ham �rJ tter nl3landanh. 1. Scope 1.1 These methods cover procedures for obtaining phys- ics) charaeterlsiies to be used as an Inds or the performance or sprayed fire- resistive material used in structural assem- blies. These fire - resistive materials Include sprayed fibrous and eementitious materials. The methods are applicable to both laboratory And field procedures at Indicated in Section 3. This standard applies 10 measurements of thickness and density only. . . - • • 1.2 These tcst.mcthods require the application of sprayed Grc•resistive material In accordance with manufacturers` published instructions. The apparatus. materials, and proce- dure used to sprayapply the fire- resistive material for laboratory tests shall be the same as is used for the construction cream* of the test assemblies described in Methods E 119 and E 14, and also representative of orients. Lion of application in the field. 1.� For the. leboratory.prepared specimens, determina- tions or physical characteristic shall be made on the specimens actually prepared and tested. 1.4 There is no intent in this standard to establish satisfactory levels of performance. 2. Referenced Docementa 2.1 ASTM Standards: E 84 Test Method for Surface Burning Characteristics of Building Materials E 119 Test Methods for Fire Tests of Building Construc- tion and Materials 3. Summary 3.1 The basic properties of density and thickness are determined using a thickness gage, scales, and steal rule, 4. Significance 4.1 Certain properties, namely, thIckness and density, of spayed fire- resistive material art: basks. it is the intent of this 1 Thew aathoda to under the Juridtetle,t of A$T74 C•.•.wn,lttae f:•11 on Pe "(annuity vi Pv(t/lnt Ggnatroctlanr, sad are the 4Irect reason bf11f .r Si Wemmitlec 106.31 as Ser Itcsbally. Conant edlllon meneved Au& 35, I077. fidlNrod November 1077. AniaUJ /ml NA.t ni :WON Vol 04.07. tie?.. JAN -S.A1 2 :31PM; u11 PAGE 10/14 standard to provide test methods'to determt • - these mope 5. Apparatus 5 .1 Seed RI * grad1111.te4 irk at least • ie -M. vats. 5.2 ThIckness page consisting or a needle sliding disk perpendicular to the needle (seo F shall be of sultkient length for the material to The disk shall be perpendicular to 16a needle a shall have a friction device to grip the pin is moved. The disk aha l be ofa diameter' not to 130 mm) to permit complete Contact with the specimen to be measured. Intuited/is not res by the depth gage other suitable measur4Ag d used. 5.3 Scales of sufficient capacity and westil the test specimen to an accuracy of at feu specimen's weight. 5.4 Rectangular Template of known tape having a minimum area of 144 in .a (930 em where possible, the template shah be as least 6 in one dimension. 3.5 PIO or other Suitable device for etsttl /men. 3.6 Drying °Yell. 6. Test Specimen t•s»fi1 in )r pia and 1) ' T Oi W thoce Pullandi Geed rues of tie y penetenq eta may h l y t ol 1%ofch and ride (S ant g the rpm 6.1 Laboratory Tarr -•.The test speeirne shay h sprayed fire - resistive material applied to a suite 1:subsirele� inure and They shall tmospheric conditions nu! so . • ' reached. Nara --•tic sabotrsu Massa appreaintae P•14 s ' Name. As allemetire wbasr.ta may be wed If 'p"sffed far auk qts 'tt teni.j 6.2 Field Tests —The test specimen shell be he is -plice sprayed flre- resistive material as applied to any laid cures& Lion surface. 7. Procedure 7.1 77rlekneft: 7.1.1 Scl.etcd .real to be measured for thick • - shalt 1st a predetermined repetitive poem to ensure btalalag I eepresenlative average ebickopa, 7.1.2 Determine the thickness by inserting the netrathu pin of the thickness gap perpendicular to and rough Ill? sprayed Pm- resistive material to the substrate, cm the • r +x CT d' Tm � � ,y,, y. .1. .:rw •i+*' R+ r Y�Nft:,:V �#,Mr �s! �c,�u>wvrra� ��rr,,rmrr�:;i e.� *• ;�:r+cw �, �, rv. W U 0' W w '1- W 2 �I _ . = 1- Z �! o W U O N F- . = w ' U. Z iii co O z S tNI lSY; ItCN REP 01/05/01 16:03 9497200993; w D towel • t or die pin touches the substrate, move the sliding disk fish sufficient force on the disk to register the average plane f ' be surface. Withdraw the pge to read the thickness in eta i • clip Indiincrements as shown by the position of the 1.i.3 Test for Floor or Wa11.Seettonr --in the selected tea• lay out a 124n. (300 -mm) square and take o minimum risen thickness measurements symmetrically and report as a 01,1e measurement for the area. . 1,1,4 Test for Ceanosand Columns—Make tests for thick - gp of fire.-resistive materials on beams at nine locations pod the member at the locations shown in Fig. 2, or at separable locations tor'erost sections other than shown. for each beam or column tested, lay out a 12 -in. (300.mm) nth al each location and take.ihicknese measurements at a e end. Average the 18 measurements for beams. For column measurements, take three additional measurements, weltered 10, 11, and 12 on Fig. 2. 'Then calculate the natse; of the 24 measurements. (A sample data sheet for erns Is shown as Fig. X1.) 7.2 Density: 7.2.1 Length and Width—Utilizing the template, mark off :known area of the test specimen. 7.2.2 Thickness— Utilizing the procedure described in t.t, take a minimum of ten thickness measurements sym. octtically. Determine the thhkneu measurement prior to eeesosti from the applied surface and consider the average or &se ten measurements as the thickness of the specimen. 1.2.3 Weight —Cut the specimen along the perimeter of ge template. Carefully remove all of the in -place material Ions the substrate and dry at 120'F (49'C) at a relative srmielty not lets than 30 St until constant weight is ob• tined. Measure the constant weight of the dried matetisl. • 1.2.4 Calculotion of Density-- C.alculats the density as Mawr %terc; D • density, lb /its (or kg/m I/ as weight of the dried material. lb (or kg), 1 40 length of the specimen, It (or In), • se width of the specimen,11 (or m), and 1 thickness or the specimen, ft (or m). L Report • 11,1 Thickness The report shall Include the overall av- • e, and maximum and minimum of the thicknesses of the 10 E605 Des k Vt ;1 ri• rt+l rI , I It'I,,,.I F1O. I Thickness Cade 463 test specimens expressed in inches (or milllmetms). 8.2 Density —The report shah Include the a?ersge, iris imum, and maximum density values of the tee specimen expressed in pounds per cubic toot (or kllog rs pcf.eub metre). 8.3 The report shall also include the follow as Inform. lion as applicable: 8.3.1 Data of test and of report. 8.3.2 Identification of the specimen (er snufketure source of supply, dimensions. type, materiels, and 0t11 pert! neat information). 8.3.3 Descrlylton a/Specimen: 8.3.3.1 Size of test specimen. 8.3.3.2 Detailed drawings of the specimen that provide description of the physical charaeteristUe including dieter sioned section'profles, and any other pertinent :onstsuetic details. 8.3.3.3 Any modifications made on the t peeimen t obtain the reported valves shall be noted. 8.3.3.4 Describe general ambient conditions 1t: (a) Yin: of (b) During curing (time from :oastructic to test). (e) Time of test. 8.3.3.5 Record weight change measurements In coed tinning of the specimen. $J.3.6 Describe any deviations from the tea method. the specimen does not represent typical field aoastructiot then the deviations shall be noted. 3.3.4, Appendix --lnc1 ude all data not specifically require by this method. but useful to a better under:lapding of tt test results. 4 4 4 r FIO. 2 Teel Locations for Meaw tna Thickness el nre•Aeslot v Mstertele on Miaow and CoNxnne JAN -5 . ^1 2:32PM; • 012 PAGE 11/14 00 ' N 0 w tu IiJ LL u- D Z Z O I- w ui C.) u ) w W Z a U = 5' z ScNT BY: TECH REP Albi Divlalon or Mo Ch.m ha. 401 task+ 51na1 east O WIn. CT 06023 060) I I-Q$71 PAL (0110) 626-3227 01/05/01 16:05 9497200993 • WC. • ••∎.... 1 ••••• ......ter . .... •• •Ba jukld lag aiv.nne owls. Em..) J. aIm.is W.a1rn R.plonal Sal.. Miniver Tads • fl.P. b 602 la/ra•ur AMC vat. •+ Corona Dst Mar, CA 12•22 (/.a) 720.00/1 FAX (M /) T2PUWo MOBILE (714) 7.2.145 iS) E 609 Than Shoot Cur - T11ICtcn.es of Malarial on Beam or Coltman F. XI Sample Opus :Aran TM mwrtran sandy for Tadao aral4t.l.Na41 lam no :maw rwgac1rq SM wan r II arty Nowt MAW seas ted In weft any am fouotwer I :No a:arden a WAD It latl afaMod aro 040faaab aWIM mat NtvnriWAOA M ON 22ttdey et any pawl NOM Ind INI *a 0/ allr&I 011m7( 01 Push teats, WI raker mart wet no/sla�I )r. Mk atvdu/ to /Ktaft f/ ts.taksn M ani ow. by UM'ntaloulD b tMMkiC.1MIEM ar.I111W1 M mama, a.I./ A7.yaa►I R NI 111.410, rlb0 re•for too M wllloraltn Your srrnwMi ara &read alien/ Mr Millen 1 •It 00404r IN o/Mlarw and of aid be aos a a le AMTM MaI/Wanaro. your ~am wB mesh until a•AIMW+/an it I imam dine manful Il s..+••vs.o. wf*h Tow may serval. I you real MN me comments •••• not t w.Avd • lid' AtW* jot Oaf, IPM view. Mown ii t*• arm CsowNnM.n 3Ioadenrs. 1/M era Sr- Pooactoalara. PA 111101. 4 0 4 JAN.5 -Ul 2 i.h'M; Iv Itariartut u• it AssnII E,/Itdad Aratala I.tvla• 013 PAUL 1'e 14 StNI BY: 1BCH HtP Dwain, at SlanChem h . 901 Bann &met asat e.Ain, CT oea7.1 (900) sots -tart FAX: 1609) ae•aen UNIFORM BUILDING CODE STANDARD 74 THICKNESS AND DENSITY DETERMINATION - • • FOR SPRAY - APPLIED FIREPROOFING Teat Standard of the International Conference of Building Officials See Sections 703.4, 704.6, 1701.1 and 1701.4, Uniform Building Cod. 66CT1ON 7.601 -- SCOPE These methods cover procedures for obtaining the thickness and density for sprayed fibrous and cementilitws fire - resistive materiab. In addition. provisions for field inspection procedures by an approved agency on a random sample basis are included. SECTION 7.602 — APPLICATIONS These test methods require that the application of the field- appied, sprayed, Ale - resistive material �• be in accordance with the manufacturer's published instructions. The apparatus, materials and pro- cedure used to apply the fire - resistive material shall be the lams u the procedure used to peepers the test specimens which were subjected to the fire tests set forth in U.B.C. Standard 7 -1. SECTION 7.603 -- TEST METHODS FOR ThtICKNESS 7.603.1 General. The following tests based on samplings as described In this standard shall be conducted by an approved agency. 7,603.2 Substrate Condition. The condition of the substrate on each floor shall be inspected prior to application of the spray - applied fireproofing material. The substrata shalt be prepared in accordance with the manufacturers instructions and shall be free of dkt grease, oil, loose scale, loose paint or primer and other materials which may prevent adequate adhesion. 7.603.3 Thickness Measurement and Acceptance Criteria. The thickness of the spray-applied fireproofing shall be measured by either of the following methods: 1. A steel rule graduated in of least 1/la-inch (1 mm) inaementa, a depth gape a:64 ating a moveable needle or pin and a disc perpendicular to the needle as shown In Figure 7.6.1, The pin shall be of sufficient length to penetrate the material lobs measured. The disc shall be perpendicular to the needle at ell times and shall have a friction device to grip the pin unless pur- . pointy moved. The disc shell have a diameter of 11 /a inches (28.6 mm) to psemit complete contact with the surface of the specimen to be measured. In materials not readily penetrated by the depth gage, ocher suitable approved measuring devices may be used. The thickness shall be determined by inserting the penetrating pia of the depth gage perpendicu- lar. to and through the sprayed fire- resistive material to the substrate. Whets the point of the pin touches the subatra te: the disc shall be moved against the fire-resistive materiel with sufficient force on the disc to register the average plane of the surface. The gage shall be withdrawn totted the thickness in I/16-inch (1.6 mm) increments as shown by the position olds sliding clip indicator. The acceptance of measurements with a minus tolerance greater than 1 /4 inch (6.4 mm) shall not be permitted. If design thickness is less than I inch (25.4 mm). no more than 21 percent leis thickness shall be permitted. Measurements greater than 1 4 inch (6.4 mm) for thickness over I Inch (25.4 mm). or 23 percent for thickness less than 1 inch (23.4 mm) above the required thickness, shell not be used to determine the thickness Average. 2. Aa an alternate to this method described Above. IhC thickness of the spray - applied fireproofing may be measured bye flied probe with a 1 inch•diameler (28.6 mm) disc sat to the required thickness. If any measurement is less than that required, the thickness shall be increased or mea- surement shall be taken as required in Method h, 7,693.4 Th ickness Determination stir Structural Frame Members. 'llrenty.five percent of the '' structural frnme. columns , Ind beams ns defined in Section 601.4 of this code In cattalos) shall be 01/0 Albi 1909 UNIFORM S 111411N13 COOL 7, 16:05 e,,,.at.1. 0eUwws western R.ieMs Bales Manager Tech • Rap. • cot Wsspur ave. VW •t Conine Del Mar, CA 9252$ (ors) 72o -oerr FAX (949) 720.0993 14091LE (719) 742.945 9497200993; JAN -5.01., 2:33PM; 1.41 •. 014 PAGE 13/14 rl.::a:.sr�mrn.+;•m m,,+arr•vn;x Norrneln..T.0?Yn nr'..4,,MeM.1 M7.1 M . fi ':;;�! 1s me UNMAN DUMDUM woe impeded for Meknes/ acumination. Few hneuuesmnth et a simile tree section Mail be made and se npd sn ulnetwd frame leans, and hie meameereets iMll be made and averaged a a single crow section on column as shown is figure 7.6.2. Were open Oaks ce valley it Elie) het sections oacw over beams. diet shah be filled gelid unless the limes were unfilled i. the fire•tem d uacmbly. 71,11.5 Tlichsen Deleradasties for Beans Other Man Slrudsrst Frame. Ton percent of beams (caber than pmesen frame amain) ye exh floor shall be ukesud at madam end shall be meowed for tektites es monied for &nasal frame members be Section 7.603.4. 7.1034 Thebes, Ddenaiaetira hr Flaw Stefan. Tea loot dwebseu nuiarurerseats for each presex imi thidumu shall beatadeanamodal, basisf oreach10.00squarehet(929r' each wee selected. a mac sa& Ming in sea of 144 pure inks (0.0929 m and a minimum width of clinks (132.4 men) whuepoasibte aketlbe hid M. and chid eousanuaenua: shall be ales at doe crew and at ant cores The file esaawenena shill be averaged and shah be re• potted as a single araswanent of the areas 11r sewage thickness it /demised by Scesica 7.60).7. Item I. skill rot be less than tat specified. If the rxdtodfor tbicltneu dextamiwation is deaerbd in Section 7.607.1. Mew+ 2 is used. lee: thickness se any locallon shall as be less handle iegeizd thMncn. SECTION 7.114 —TEST METIIOOS FOR DENSITY 7.104,1 General. The teat a determine the density of sprayapplied fireproofing stall be con- ducted by an approved agency. 7.04.2 Dimity Sample Creeps. There shill be *mirror specimens taken from a column, s beam tad a deck kirsch 10.000 squat fee: (929&) of floor areas fraction thereof, re from each floor if the Boot area is smaller shin 10.000 square rest (929 st 7.611.3 Density Deterwdattan. TLe density of each ianpk eel be dearnained as follows: ' I. Utdizieg e secteageln turf's* es described in Satires 7.601.6,e keowe yea of the iiiasns- p1e hal be muted off. 2. Utibht ing the psecedsn climbed in Station 7.603.6 end Seelion 7.603.). Method I. at least Eve *Winces mamma hell be sakes. One measareahent Mill be taken alibi Leaner of she specimen gad sae n each of the few coven apraaimerely 1 mess) Inches from Antra sides. The thickens meuuswr shall be derenneed prior to rent will the simple. and the ewe age of hem five m eesw ire st shall be coneideaed it she tickets; of the guinea 3. The spathes shall be tat along she perimeter of the Simplon, All of the nifty enteelat skill be ankdlyamm wd from he wsbalrate and d 1cd sr 120T. (41r'C.) at ■ relative humidity of not louden 30p awn anal r eomNnt weight is obtained. The maw 'might d Ile dried m ewl- • a1 111a11 W. mimed. 4. The desuityabaU be alcelated in acceedarwe wire she following formula: (easily is pounds pa cubic foe: WHERE: • trice of the written. melees (nom). 7-4! W M 1.723 I7twXr Fee S1: (Density le kilograms P cubic maw) Wx(ID') xr.w INN UNIFORM WILDING (12CE r • thickness of the specimen. lodes (Rs). Ws Wylie sbe dried mtecial. ooende (hg). w • sedtb dais specitE" Mea ( fen ) • 7304.4 Reilly Aeeeptaste Criteria. No uenpte stall have a tensity leas Rim S Femme below the specified dewily When the dewily is Menthe purser solecism abetted 'term the week shift ISddohem'to he satisfaction of iebeeldu+g official f111U0 74.1- 71tCKIt1Sg GAt2E ,a F.�S "•e "e ,L w1.� "t :aii.e Y, 131 •. • YkRi14 w.�1tti +lY+nt� �.' xg 74 ••. L z • N W iC to a. 0 r In Ui r U 4%.% AGRA AG 1 FIELD R' • RESE A ' V ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122 d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 To the best of our knowl- • •e, all items inspected as noted above were in general conformance ith the approved plans and specifications. SUMMARY Yes ❑ No DAILY FIELD REPORT 7 .7,4.4.V1) PROJECT NAME ADDRESS �J — , 2,355 5- , - 7WeeA //# CUENT STRUCTURAL ENGINEER En/ /40/6 '/u/ ARCHITECT S ?E7vE .BC/. CONTRACTOR g/m(6 4 e iiz* otiosi fLY G . PROJECT NO. Q - 90 - 456 4 'PERMIT NO. Oa e - Qg WEATHER ebe REPORT NO. 3 7C, /o1 /,S! 27 PAGE (Includes Test Reports) / OF AGRA PROJECT MANAAGGE AN N ggO - �� AG 7? /), . ENTA/ C 4 ! O. �� $'AT^�.#n9 � /G6' TYPE OF INSPECTION N EW INSPECTION ✓ RE- INSPECTION g ))/ .C.OMM v.�, . Y ,.: ;~ K . . ...�5 iJ Y•iq �.L1 J+ , :m . : df.t:w. aiu h!k 8 r / cn,►a L jpiEc Q/ S> 76' pri&A/,e, /Lfr QQ q',e1P LINE A /' o-s„ r H T< c " ar'7 & 'kve ) r /-� 1 „20nai ;mod 7-Pa,, ,xey tard T /I ? 04919t � /f('el c7uo of igaziaare , ?a w e4a4,2 Qe7t,g, 24 Co oo CAS vaal [e@.6 C� �S PGA kc 1. !o , e he, lftt `is€•z '7 /d - diAT/05' he -3 e' 4 0719/ 4f� (?) f Ce-s-ro It a I� 6 je , ,SL ,Loc f WlO , oi,EQ /f 4. :r t ‘ ���, G Aa teed' �r ot� q q 8 -m E 4 d Q `PI'S T o t?MG g Qqj G ?vat , SAMPLES OBTAINED (NOJSIZE/TYPE) ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. /�- REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rw13l99) 6 o 0 w u. w 0 u. co z � Z 2 uj U0 0 t- ill W Z H — U. LL I • 0 z CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) - 7 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME �3a 41,0 - 1--' - ECTNO. 0 t5‘ 2-5422 2 REPORT NO. 37o 5.5 SS 5 - aof 4 7e /kur/ z/1 PAGE (IndudesTest Reports) OF DATE /0.Z`'�S /oa FIELD DATA BATCH DATA SUPPLIER ,�Gr /ELUor c OF CEMENT MIX NUMBER 7436 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER / 76 j 6 CEMENT (LBS.) aSg $ TRUCK NUMBER 4//7 FLY ASH (LBS.) So BATCH SIZE, YD 6 COARSE AGG. (LBS.)AA/ Qao TOTAL PLACED f �OF (� YDS COARSE AGG. (LBS.) WATER ADDED, GALS. ,O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. A FINE AGG. (LBS.) 04910 16 DRUM REVOLUTIONS 'e --- WATER (LBS.) O 9 BATCH TIME 4: L/j AIR ENTRAINMENT SAMPLE TIME /, :4, ADMIXTURE NO. 1 FINISH TIME ���� ADMIXTURE NO. 2 • SAMPLE AND TEST DATA SAMPLE SET OF � 'I LABORATORY SET # I.D.# ! j / / SAMPLE LOCATION: DESIGN STRENGTH /„; 2 PSI ®,g $ DAYS 'TEST DATA SPECIFIED ACTUAL // TEST AGE (DAYS) O o2g iJ of S SLUMP (ASTM C -143) r► B �� 9 at SPECIMEN (NOJSIZE/TYPE) 8 �( (/ � e AIR CONT. (ASTM C -173/C -231) DATE SAMPLED MASMS AMBIENT TEMP °F 6 `-- DATE RECEIVED /2— 7 SAMPLE TEMP (ASTM C -1064) 7/ CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) *Note appropriate tut methods If different from t es Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REPRESENTAT E REVIEWED BY THIS REPORT IS CONSIDERED PRELI INARY AND SUBJECT TO CH G ' ENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.899) _.� ...... ..... w+ mw+ �.• neaxe ,»•.w.'".nnr.A a'!t�" ! rtRPw @s!wa«n,rnwua,ax:wmcr.:9sm woxxv PROJECT NAME �?(o - - - PROJECT NO. D - 9/a, - /..SeZS -6 R EPORT NO. Sets ADDRESS -$s S` . a PL. 7?Akee /L4 MIT NO. 4 �, er -sc er a i DATE �� Z ". y'-aD CLIENT S � J i �G THER PAGE (IndudeaTest Reports) / OF f STRUCTURAL ENGINEER � eAl �/� � d4f AGRA PROJECT MANAGER/PHONE NO. I1 4 ENTATI i z0 k � O _4/e4 / 0 ARCHITECT s -is BGRck AGRA FIELD R Fear -0,01 s/i/G Ir/ CONTRACTOR S Ahe y Lae. TYPE OF INSPECTION _ fNEW INSPECTION /Qy /�t1 RE•I NSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122ed Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 . rj# f+ h6r: r iv. �J .r...,utt•.ir�r:'... -. , A . prifec �d S/ r6 Q•rdC A2-1 1-0-aL G(� t c e l I C' tf1 mASc" !(ltie Qt sTioiQ L 'RA � s � � " rnD a tt � q /$ ZS T /6 Lt 49 e. ( 9 It Sr.i,R oral q7 "G -s" r A , T .. ,4 ,66 t 1 1.. Atiltfitiu trhat CAW 10-04 7rtOSC) eni0 WG-212 -ad c-pq dvitS-C. A C it Q 01M194.- Ctfto Pa.2. -evo;, Stn/ /A( BrQWisI °7141vTia. c4 A. id coq tlaGa 7 ,i t(J JL l/a_Lis 6), 7,„ pZepom.a4 4 s7 "eri{dychr 7t - w r [jr� 0 7191 4-60 o raCi- 11(221 4.0%ot VZ &N ore / 4-6140 0,.viez. SAMPLES OBTAINED (NOJSIZE/TYPE) To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. AGRA FIELD REPRESE ■r A IVE SUMMARY • :s ❑ No DAILY FIELD REPORT ❑ Preliminary Observations ❑ Deficiency Corrected - Report No. REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG P - REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be tr• smitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6199) .s.rrraea hCARIt u rMI9tF(!r�,�1'' Atrir!`D9%4 Nn.w6; r ivov C.) 0 N 0 w J co IL. W 0 LL cn 1- W zo 11J uj 0 i- ti! 0 Z `•h u m^t 3jr+faf tb;^4; -� 4i* ., k::� : 3 �. .`�.Mas +. M..:S Fii.Ak.` _ .: r:. a,i :a+ .x 7 44 4i , Ix� a COMMENTS, r �. na t . < 146 litYWC oil SI -tg acirm' . este; ,i,,isod 6 e Ll e_P-e ' /IC- & r ADDRESS 3355 S- ode P1. ?z/k W L.A • AI U @ 726,- mlltl l6 �--- -� Cl). e s'-r »�,e 4/0_0. cif- cAD s ? 13efcvc2a,, CLIENT cn Q�.. /', . 1746G T 61 e "Al 4id S ?i s P teem hI 4l X 41/4 /u, al-a" 1! /,.4 a PAGE (ndudseTeaRepons) / OF (z) @ Gtr' @ sqa eu £ Brl e v l AGRA PROJECT MANAGE ^fT^" NO. liyaA v -449 w 6 4/ a4'1,-2lta)t /v2 le AGRA FIELD NO. $'197A6490 S4/ ` 0. ` ` �Fa) ' e / n 9tt 4- V ie k /' /I(SG Gist e) ! �1L4 , 3 1D- ?c � 1Po7C v Luo ao Liao // /6"?-0 q_ .4°,4A �p� _ 6-aestlf / ( - SAMPLES OBTAINED (NOJSIZE/TYPE) . SUMMARY _ To the best of our knowledge, all items inspected as noted above were es InaLy Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME e)e — j PROJECT NO. ©...9 .• REPORT NO. 34y ADDRESS 3355 S- ode P1. ?z/k W L.A • -KRMIT NO. �x�- —job DATE i� /�z9 / CLIENT cn Q�.. /', . 1746G T 61 e WEATHER S/ PAGE (ndudseTeaRepons) / OF STRUCTURAL ENGINEER .r /A/E b ' r' to AGRA PROJECT MANAGE ^fT^" NO. liyaA v -449 ARCHITECT 576 - ke . BLock AGRA FIELD NO. $'197A6490 S4/ CONTRACTOR 4 g g� y TYPE OF INSPECT ® )(JEW INSPECTION i n ❑ RE INSPECTION S AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 SA &4 v s ) AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE ENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) 0 0 0 ,': to WI J l� W w Q . E d w : Z 1; Z o ui U o O N . o 1- w w ' H — . o . . z U =' o Z rnwt(T NAME E �Cyo u4 -- J PROJECT NO. o- 9 /,r�1- /3ers -e REPORT NO. 3Z ADDRESS C j ]/ / Y' /, �� / ' 3335.5 — /� /��G / Y/G Ln C I1 ' ,P e-Pzi 3 Q Q I/I GCS O DATE / // d � CUENT -S'ilegre b 1 � v - i WEATHER PAGE (Indudea Test RSporte) I OF STRUCTURAL ENGINEER HN mi AL e l AGRA TT PRO O JECT MANAGE •, • HON 1 NO. 7,.. d a ARCHITECT 7 - 6 --- k& --- af --.4ck AGRA REP RE NTATNE/pACERNp g - 91J/Gk CONTRACTOR ^ p q`T � ` ' TYPE OF INSPECTION NEW INSPECTION ❑ RE INSPECTION +.t .4a �?!° as+ - ' W '.:r,.a -'rs - �_._ f >;� C` N .,.k, . � '------.. TS - .. ..,' ' "�.��yg _ -' .., - ,- •'., i:L ;= eC t ah m 0-so 2$4€7 Acm24.. ©c)/ S I. Qx 'n, t®-tL ' 4 Cr0 (J 4 G'& t r 4 7 A E3 ctf � �.) P P. - 744 1 , , ✓ ,, 7.1- I ., / t• .e S' f ,ern Ot G Wera.- RfL '.11q c-74 O c i / z -4 , v 63.2C1t_ /IG4 V e g e o t 6.c , 7 e e a L 42_ 4 ek_ 7 .7-_;.5 y et jav _ 43°V111027 C�rytCam- CU'Q� fret)�s: ->� 10c7f IJ , / D , ,� n p Da r A� c G L GUQ/'3 a i.. ,-,-,1 's1 Q CK.n 4,1_,A � J co / C1 •� _ ` 11 / /J /1 / / N @ ` C41C / o r c: a.. �a B le. , a'l eg11et ll L a 1 7, l�'-- / _ 9 z,,,,6- Bch � ( ,51C v / r /� - re "AS"- Ca 5'1W/de 2v' �4i et. rlm% r► 6 6 d—� 1 41 h� �,/- /,/ e e I . o Li? h.J Q � / • faA Lug e f_ i� 012-0.4.4 * J?? go Le,A t e C.h c do J4_04' v - Jz 4 a c/ cep, - 4 ca-es n 4 C c A. • "al ca � � -101 /, ayx�+�` d-1- 7Let-41- 1 "' SAMPLES OBTAINED (NOJSIZERYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in general cgn formance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. � AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4869 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESE it: TIV DAILY FIELD REPORT ;9L REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.89$) Z U uu, w N LL w 2 QQ LL Q w . Z� 0 W �. U � 0 I- ' w w ` H ti Z w N O Z Ri ' ',, ' bt ' . ,k �.,. -:* ,v . [.! t �'C►YFlrtr .. "'c ; r + e. fr`. ':. - * tc ' r.- Meru. a 4 Ssl. yr "` r .. �. . ,. �t�. . �. ..:a t .. , „ �-.. COMM NTS .,� '�.��"�� 't� ,.. r .,. �� _ .,s�, .., rY Z 411 QC1 S c 6., e_ ' t6tvj - I tdl, 4,„,t / e" Ctrn4 @ 15 "A l ST, ail ,eel, LI�t���3 l .. 1 5" f G q l J�, '� i :F e S it E70 i'ldt l A 9.1.T(JA 1 a /O 4 a— Z) • 17 0' -�4�,i T 6 C9 -4.1 . 71ct Cov r,7 -qc 4 r £ echo i44&0e an 0-eLi, q4._ /— 42 c i o u 7f'crnsie-cd Aar ,16 Ccg-t QC., � lay 4 ._ si3 .q7 Ae4 sow,i7 aia - • ( ,i4 @ , Q " t l E � ,� �( 1 iG v ' ye! `7) E i 73 T Ai � e �� (le' A 1� a CD G 7 k?ttD � `� $ r�'.m�, e.&17� f f 6r. G 8 ` � ee�la &.�l � 4, 4,4 44--t 1 i� 9a . _5&-& / 41- aEII ko? - 02i d' ARCHITECT g09p go cQe.1 ILS ao c-nbc-t -e tek. met I 4 ..iszi....4i ' a1 `r ,� �� Qak0L a LA6 c 7 -Yu P,n /,c r4 7 7c.e c ar . AterA Cc>1J ' Lr2i ^ L 4eat Q ye, s c / 4 o., � � N 4 �d ao 4 4gL11e.4 wirCI 4I,1, 4 SAMPLES OBTAINED (NOJSIZE/TYPE) • V P ,. . SUMMARY To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in general conformance yvith the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME �TQ PROJECT NO. � � i ' — REPORT NO. 457 ADDRESS 2 ,. �/ 3 Sr Ss S�PL d J P1. �ziN(iVtI / ooze- (�wg O ��' DATE � CUENT �Q�'`a /, OillG� 7 /A WEATHER r ' 1 ' PAGE (Ir dssTestRports) I OF / STRUCTURAL ENGINEER E',/ /d116-3-4.7 Azov AGRAPROJECT MANAGE ENO. 77/0 t/yaeati 4z) -/iar ARCHITECT AGRA FIELD PRESENTATIVEMACERNO. CONTRACTOR S ICj'A 1 / e (/ljJ TVPEOFINSPECTION� / INS Y � � � J J ❑ RE-INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT AGRA FIELD REPRESENTAT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHA PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) : i 'k ! `•la • u?t?xP 1[ tr,i1!rgurT MS•'.",�EnBTrt!?. m.:• }?i"•.*orpiven «may ff l-- re 2 O 0 to 0 9 _ w o LL • Q' t Z Z O F-. 0 O - O 1_ w r t U = O 1 ... Z 11/28/00 TUE 16:10 FAX 206 281_(1.920 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 8: \IG•EA5T\EXD ' M \DD• 1 a-DB \WP \FAX-TUKW.DOC Sabey Corporation on NOV 2 8 2000 COMMUNITY DEVELOPMENT Fax 200► 281.6700 main Ilne 206/ 282 -9951 fax line www.sabey.cent DAT6ITIMG 1112 /PMNO, (206)4314665 TO: Ks Nelson FIRM: CI of Tukwila Building Dept. SUBJECT: Are Separation Wail CC: Following: M : orandum regarding Phase 1 Occupancy, dated 11/28/00 IF YOU HAVE ANY PR/ 'BLEMS RECEIVING THIS FAX PLEASE CALL Jill Hurry /.OFPAGI3 3 FROM: Haynes Lund DIRECT LINE: 206-2774219 PROJECT: Exodus Seattle 3 at Intergate.East COMMENTS: I . = lave that I did take this memo with me to revise some of the descriptions per our discussion when I firs • met with you to discuss the Life Safety Plans. These notes are now consistent witti`the plans that I su • fitted for your review on 11/27/00. P - forward this memo to anyone at the City that you think has an interest in this matter. We have on sent this fax to you. ORIGINAL TO FOLLOV D NO O BY MAIL O BY OVERNIGHT DELIVERY D BY MESSENGER O 3Y EMAIL AT 206/ 281 -8700 This facsimile ••mmunlutlon Is Intended only for the uce of the Individual or entity to which ll Is addressed and may contain Information Ow' Is privileged and confidential. I e reader of this cover page Is not the add or the employee or agent of the addressee, please be advised Mat any dissemination, distribution, opying of this communication Is strictly prohibited, If you received tots facsimile in error, please notify us immediately by telephone, and mall this fax to us at th above address. Thank you. 11226/00 TUE 1 10 FAX 206 281,^920 Sabey Corporation RI002 i Y ARCH1T TUBE To: From: Date: Project: CC: RE: Certificate of Occupancy for Phase 1 1. S s of Phases: Ph e 1 -- occupied area Ph e 2 — core & shell work complete with tenant improvements in progress Ph as 3, 4 and 5 — core and shell work complete MEMORANDUM Ken Nelson, Plans Examiner Haynes Lund November 28, 2000 Exodus Seattle III at Intergate.East Duane Griffin, Mike Alderson Doug Gardner, Mark Velasquez, Ralph Hagler, Jeff Bennett, Ryck Sunderland The pure of this memorandum Is to review the status of the building when the Phase 1 area is ady for occupancy to insure that the City is satisfied that all Life Safety requlrem is are met. I. FL ORS2&3 2. A lable Exits: All ire to be complete and available for exiting. including exit signs and other signage Ar of Evacuation Assistance in each stair enclosure to be complete including signage and in m station connecting to Room #109. Security Offiice, which is manned 24 x 7. 3. ExlgAccess: Temporary hallway will be walled off through the Phase 3 area by chain link fencing to provide exit acccce�ssss to Stair #2 for the occupied area. Additional gypsum board partitions will be added to se rate this exit access from Phase 2 construction work. 4. Fir Protection: Ph s 1 -- Fully operational sprinkler system with heads in the suspended ceiling Ph e 2 — Fully operational sprinkler system with heads at the suspended ceiling level. Shields or sr elements will be provided to insure that the installed heads are functional. Ph§se 3, 4 and 5 -- Fully operational sprinkler system with upright heads under the structure ac 5. DetpctIon systems: Phase 1 — Fully operational system including heat detectors in the space; smoke detectors in the duct work; low air, flow detectors, tamper switch and solenoid operation at each zone valve. All detectors tied into building fire panel. Ph e 2 — Low air and water flow detectors for each Sprinkler Valve Room tied into the building fire anel. Ph es 3-5 — Low air and water flow detectors for each Sprinkler Valve Room tied into the buil ing fire panel. 6. Alarm systems: Phase 1 — all Tenant Improvement systems fully operational Phase 2 — Horn/strobes will be installed per requirements for unfinished area; as construction progresses devices will be relocated to finished configuration Phases 3-5 — Horn/strobes per requirements for unfinished area it O ' z H uj = — • 0 . z • -- 1- z 117Y8/00 TUE 16:10 FAX 206 281 MEMORANDUM TO CITY OF TUKWILA EXODUS SEATTLE III 7. Handicapped Access: Elevator #1 fully installed end operational 11, OQOR Sabey Corporation 2003 z 1. Occupied Area: Phasel -- occupied area; Phase 1 includes office area along east wall. Generator Room #1, ili UPS Room #1, and Shipping and Receiving area rt Phase 2 - core & shell work complete with tenant improvements in progress: Phase 2 includes u v v) g cn w 2. Available Exits: Office area will exit directly to exterior (3 exits available) rn u Generator and UPS Room can exit through Air Tunnel or Office area w 0 Shipping/Receiving can exit through office area or directly to exit passage from Stair #2. 2 u_ 3. Exits from Stairs: — O Stair #1 will exit directly to exterior i a Stair #2 will have temporary barrier blocking passage to door near grid P. so that exiting will be Z directed to door to exterior at grid 5 4. Fire Protection, Alarm and Detection systems: LIJ L Same as Floors 2 and 3 2 a O N 5. Temporary Loading Dock: 0 ;- Until permanent Loading Dock is complete, access will be provided to shipping and receiving w — Lu through the Phase 6 area v u. E O : lb z 0 = O I- ' z Generator Room #2, UPS Room #2, Loading Dock area. Phases 3, 4.5 and 6 - core and shell work complete III. SITE 1. Exits from Building: Installation of underground fuel tanks will block an exit door (See 11.3. above) All exits required for Phase 1 occupancy will be available and will be maintained clear 2. Fire Department Access: Due to installation of underground tanks, the 20' wide fire department access lane around the building will be redirected at the NE corner to connect directly with 35 Avenue South 3. Tenant Parking Temporary tenant parking will be provided in a paved parking area at Intergate.East II. A temporary stair will be located east of the building to provide access to the main building entry in the SE corner. 4. Handicapped Parking Handicapped staff and visitors will be directed to the Guard Station for Intergate.East. The guard will direct them to parking and will arrange for transportation from the parking stall to the tenant 's main entry. IV. SCHEDULe Sabey Construction expects to request final inspections for the Core and Shell permit and the Phase 1 TI permit on Monday, November 27 2000. Once these permits are finaled, we expect to receive permission from the City to occupy the Phase 1 area, M -TUKW1 5NOV0O.00C PAOE2 OF 2 1 1 /28 /DD I PROJECT NAME ` 7(6 0 - 2 - PROJECT NO. - 0 - q REPORT NO. 363 ADDRESS 335 s— t 9, 71 /L- 7 /fee/i C/1 PE NO. �s� og DATE / 02 0/% CLIENT c � � /, Q Z7V £ Q �- ` 7 ' I / / I cc„,xock,ectLe _„,„ ,, • 41 A e _ .._,; • —_... , - . PAGE (Includes Test Reports) / OF / - / CZeNS/ STRUCTURAL ENGINEER 671/A/6-6-60.4 A4f ' AGRA PROJECT MANAGER/PHONE NO. Ti.0/ , , Cozy 8.2G -41 ARCHITECT S BLAA AGRA FIELD REP SENTATIVEJPAGERNO. 97'.v gr., SiAlal CONTRACTOR AA 0 � (/ /- Stf j 4i( % TYPE OF INSPECTION 'NEW INSPECTION ❑ RE•INSPECTION :4:'.d &y. .ra., .� r .- !ibi.pwt P.0 .? ,: ,,W: :. \■ F ri 4.! , kt,..�..-.: tl ai .t,. ... j1 .N-A0-7 /rows o A/ S/ -r 6o ctry, raw L al eclrh . hi-0-10,4(p c � OJ .. ff cd- I.ST P� o q n•t:�/C7YJQ•t its `i c �9L • r ( 2 @ ST�W/.Ot"� 4 C 7 ' 2J.D t 155 /� � . 8 CAtG lJQ2e. /a2d O zv 4-4 z S d t E ez&jew -*A 4 `, d aQ) � Q * e S TAtil? u!J . ,eehts wale_ zwigaecs,e. 426 1.2A._ 1 ����. 1 Gallic 7e J 9- SWc tt�' &J'a-� f ro (2 �... 43 cm& 1.1/a-Ot Li/Fe I ,f C-C /ate ac a -1,41:6 `7a t.9 ' V 45k2 cam. I / / I cc„,xock,ectLe _„,„ ,, • 41 A e _ .._,; • —_... , - . rncE r C� oei.Y9 1 to la /i v PJ, aq /�/? /7_ /r14.0 / Y A c- d c442,-m,10 J4 amL L I L e f Li+ w , .�e /Q(?L2A ...9 ` l� 6 y 6, ' �� f / "iel-eii" e l '�flt i a ,A:. y �. IPevr ems/ 6- , des i t ,' OK O e 4,9 71 /d-S. 'T �T Z PE SAMPLES OBTAINED OJSI E/TY ) P Cts: -s Tlce Corn dia-.t or' f ,& s 7a� - f SUMMARY To the best of our knowledge, all items inspected as noted above were 4 .e1 Observations in general conformance with the approved plans and specifications. . i5•t�o ❑ Deficiency Corrected — Report No. AGRA FIELD REPRESE AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 <Irkls Washington 98034 Fax (425) 821.3914 AT E DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE ND REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.699) z � 0 w WO 2 Q . cop,, l� W z ILI � '. 2 o uj 0— C I- w I r. u- . z Cu U - 0 z PROJECT NAME 3 s'720 -t AG19376 (Rev. 6/99) AGRA ( ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4689 ; Kirkland, Washington 98034 Fax (425) 821 -3914 / A 44..4 COMMENTS 6122 R / �4�� - 4� .,. , 7.,. _� a # -Va - d Pl T Ca 4 eL ad Q vet ,fai 1,tfocvici l et t\-i A dk -1.€ 4iici_e_s_zeg____Wa0 7.5 1i l tir.tt e -4 6_4 42,4„../,1./ 7in 9 A., cacti" 4/s- c- MicAti s od Cl2__ICCA Vi,t 7 AGRA FIELD REPRESE IVE DAILY FIELD REPORT (cont.) PROJECT NO, REPORT NO. O — 9/0 — 625- 363 PAGE (Inductee TeetROF DATE a . / / /vD REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG 4 DING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. 11/90/00 THU 10:05 FAX 206 281 .a.120 Sabey Corporation ARCHITECTURE DATERIMG 11/30/00 COMMENTS: 12201 Tukwila Internstionel Blvd. Fourth Floor Seattle. Washington 98188 -5121 FAX NO, (206) 431-3665 2081 2014700 main line 2081 282 -9951 fax line www,ssbey.corREC E I V ED NOV 3 0 2000 COMMUNITY DEVELOPMENT 0OF PAGES TO: Ken Nelson FROM: Haynes Lund FIRM: City of Tukwila Building Dept. DIRECT UNE: 206 - 2775219 SUBJECT: Area Separation Wall PROJECT: Exodus Seattle 3 at Intergate.Eaet CC: I t, Following: Memorandum regarding Temporary HVAC for office area, dated 11/27/00 r As we discussed previously, there is a problem with this project regarding ventilation for the office area. The issue Is that the air handling unit for the HVAC system for the Office Area on Floor 1 has been designed to sit on the new mechanical mezzanine, and the office area will be occupied before the mezzanine is constructed. The attached memo describes the direction that has been given to Sabey Construction Inc. to resolve this matter. We expect to occupy the office area in early December. The mechanical mezzanine will be complete, with the HVAC unit installed, around the mlddleof January. This temporary HVAC system will be in use for about 6 weeks. Please let us know If you see any problems with this solution. Unless we hear from yoi otherwise, we will proceed with installing this temporary HVAC system. warsan .rivrov rtswor,risvor.rums 11_C COPY „°"'".. 1 underst er,d that the ' ORIGINAL TO FOLLOW: O NO D SY MAIL 0 6Y OVERNIGHT DELIVERY 0 BY MESSENGER U BY EMAIL IF YOU HAVE ANY PR/O)LEMS RECEIVING THIS FAX PLSASE CALL Jill Hurley \ \SA®EY_GRAPH ARCHITECTURE \IG- EASTNExoous \C0-t O-Oe \wP \Fwc-TuKw.00c 14 This facsimile confidential. If the der of This Intended cover pegs l ino l th addressee. or the employee or agent of of the and may be ad d I l MI dasieminal on and . distnDution, or copying of Intl communication to strictly prohibited. If you received this facsimile In error, please notify us Inxnedlataiy by telephone. and mall this fax l0 Ili el the above aedraca, Thank you. 1 1001 Fax AT 208/ 2814700 11/30/00 THU 10:05 FAX 206 28, --1920 Sabey Corporation 12201 Tukwila International Blvd. 2061261 -6700 main line Fourth Floor 206/ 262.9E51 fax line ARCHITECTURE Seattle. Washington 06166-5121 www.sebey.com /AX NO. 206.835 -9571 OATE/rIME 11/28100 TO: Mark Velasquez 'FIRM: Sabey Construction Inc. SUBJECT: Temporary Office HVAC CC: Brian Ellingson, David Ek, Mattt Mathis, Ryck Sunderland Following: Memo and Sketches from Alfa Tech, dated 27Nov00 COMMENTS: The attached memo describes the temporary HVAC system to be installed to serve the Office Area on Floor 1. Also attached are sketches of the layout of the system and performance data for the equipment. This arrangement is in accordance with the discussions we had on this issue after last week's OAC meeting. Sabey Construction Inc is directed to proceed with this temporary work. It is our understanding that this system will be in use until the Mechanical Mezzanine is finished and AC -03 Is installed and connected. That work should be completed within 4 to 6 weeks after first occupancy of the office area. ORIGINAL. TO FOLLOW: 0 NO D BY MAIL G BY OVERNIGHT DELIVERY O BY MESSENGER 0 BY EMAIL IF YOU HAVE ANY PFIOBLEMS RECEIVING THIS FAX PLEASE CALL i s OF PAGES \\SABEY ORAPHI X\A RCHITECTURIE\I \o0 - 1 0- OB \WP \FAx- S01.00C FROM: Haynes Lund DIRECT UNE: 206-277-5219 PROJECT: Exodus Seattle 3 at Intergate.East Fax 13 JIII Hurley AT 206/261.6700 This fecalmile communication Is Intended only for the use of the Individual or entity to which It Is addressed and may contain information that is privileged and confidential. If the reader of Ihls cover page is not the a or the employee or a enl of Ine addressee, please be eiNsed that any dissemination, distribution, or copying of this communication Is strictly pronlblted. If you received this facsimile In error. please notify us Immediately by telephone, and mall this fax to us at the above address. Thank you. X1 I L Nu w O ' co UJ LL. Q z � 2 � . p r. O N` D w W, 11. f- Z . w rJ 0 z • 11 /10 /00 THU 10:08 FAX 208 281 --920 Sabey Corporation N67727='23ea larget Temporary HVAC System for Office Area Project Name: Exodus 3 -Phase 1 Prepared by: Rod Mandavi, P.E. , Alfa Tech Dated: Nov. 27, 2000 Because of construction sequence, the HVAC unit designed to ser.s. administration area can not be installed at this time. To provide proper air conditioning for potential occupants of this ar -m, a temporary unit and installation is designed. The system will use installed supply air distribution duct work and ::;!urn air plenum. Temporary unit is a 40 ton split system. Original unit was sized for 60 ton but, that was resulted from con :ei rg summer design temperatures and many more occupants. Temporary Air handler unit will be installed in the loading Dock. Temporary insulated duct work will be installed outside by the north wall running east until connected to the original supply duct work. A temporary return(with FSD) will be installed at the west wail of th administration area and will be connected to the air intake of the to npc•rary unit. Minimum outside air intake from north wall will be connected to tic intake box as well, Condenser /compressor unit will be installed on the roof. Two sets of refrig. Piping(liquid and suction) will be installed ran the 71.7: , . - th wall dropping to loading dock and will be connected to the DX coil. 21 003 TOTAL P.02 y 11/30/00 THU 10:06 FAX 206 28i - Sabey Corporation NOV-0?-0000 00:18 I i I ...As I + i1 J 1 4 i 1 l L y _ j� J am — — IMMIN/•■. _ — -.—•••• tai4Eptet4. W4; Oh fir --4 - PiPu1 C , 'DoW N — Ar7ING 1 D - - • ` 61-611. -- - - - • - ---( rj r 1 004 pliti4•‘ 11/30/00 THU 10:06 FAX 208 281 - -n920 Nip-27-200 00:18 1 • Z 0 ?Cs` 'p WITH 2 INSULATION 7TION - LOOKING WEST Sabey Corporation WO MACS Z 5 of 1i/fi , go- ` •••. •. fah MeV: 71 7 4 .e•s•r1.w. • • 1,. • t•: 'r P. U iNcrriAtAalEC gLPfiaw WU�1 N k x k _ @10cos '` LJNA T I1 1 .. 'r - , • SUPPLY purr VEIL z ■ I ESEi :-- i 1 ....'• : . a -a t• • 1: ! ['ff / \.-. I4 41i i i i .1 ` — ' 1 1 4 4 . 4 - : : ' '• .. i f : - : - F . ; - - i 7 I , 7-, a=;„.,_...., ..,__ . ... _ _. * . : • 411! — _ ' i • I • I \i . 1 1 I ........ I ... ....‘, ; CT,. 11 --- rj A P 1'. M1121(.11::""'4•••-• .."*"."..". • 1. raLe I Il Al t..... I 3 I I ert 6%. • CC jk 1 — l'a (106 000'01) I _ i 7 0 r 1 1 ti A CPI I. 1 1 J . ; / ' 105:44 50 i=1 EEE1 E4 Wiri.=. EEM 1E1 is colt. vs OA I VS kit L. 11 p: 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .11 I I C7== Il===1 =1 I CR A SAO - I'll gra\ DP` to co 7:=1; • 11/30/00 THU 10:08 FAX 208 281- Sabey Corporation NOU -Z7-2000 00:2O (0m 07/1' T ) ODD •I 5/I Oo - IIOC116N COMM. (CSwT /1) c'"10 9/• i . 06NMtCnons IIOTTOY Kg DITAII - A - 5..s/r 3' -5 3/4 S •7 /0* OS NOT GAS SRAM[ mMM. (=I10Nr lI) 1/4" 4 3/4" Ot 7 /6' OD HOT OA5 tXPASS CONN (GIRCUIT /I) 03 5/e• LINE VOLTAGE 11/4" 1i A 1/',1• SLOT 115V CONTROL CONN. 1'-1 o 1 /2" 1 1 1 05 /I OD LIQUID CONN. (CIRCUIITT /2) NO 01111 AP now A CPCONAL OANPLII r 1 1 Dimensional 40 T on Condensing Unit Data YINIYUY QiMAII I•— it -7 311• N11 iomcC v*I.K f•-a 7A• q/ AYIr1•t mum fO 7/I " Val 110' .1 s /A• 06 yros b o o SUCTION • 0 0 ' MM. CA3IAT Figure 2i-1—Air-Cooled Condensing Unit — RAUC aC Tor. FRONT VIEW 17/11' DO NOT am Mikan COMM .' L •s/•'oo UOW/3 CoNN. M0J1T /I) (MOAT /I) LEFT SIDE VIEW s" r -1 t/r I" •-• 1 /A' - a I /I' 4 w 11 aA � �J �'•'fi 1/4" ee c r e-11 1'. 417 } A No.. ,... 7 i NO 3/0 •I are• C: �. 14:rm. 1 -2 i /I" t -A 0 /r , MAn.ta i'-a vt• or aR ...I TOP VIEW 0 2 1/2• M 4 HOLES LIFTING LOCATIONS 3' -3 3 /A" 23 3 ._ 5 . 5 a'A '-0 5/.3' LI:J C •• Is i3 Y' 6 1 /•• 3•-e MIl1My6 C:.; t14rIC: • 3/•1 T • A1Tc NOl.rc 665 aY1.617. :•1.1.■ (CRe.J1: 03: - r 0 1 5/0' 00 sUCTIC■ CC .N. (CIRCUIT fa) 01 5 /e' Cr. SUCTION CONK. (CIRCUIT IN) 0 7/0' CD I• -- GAS ST?ASS _Z. (CIRCUIT 112) 5 1 /'t 3 r;." a tie z ) /Irrt '•• _ •.1 3/32 ko .CW vOLTAGC (33v MAU,) I t:."- -T /C ko 1 W4.10.0 (3av uu..) u a 1/ S /C ". I /4' MM1MUM O.EApAMCC, 7' —a 3 /S" M INIMU M :LEAa+NGq r •- 13/32 X 4 A0 (hay) ^ J' 133NOU MAIN POOP I • IJ 007 -�.; .J t %.L:.uII 'J1:Ii6i a ifR�LWiFi.7. �<s LwYU'dbiGiLC.uaYaa'' au •' .45.11, 440.14 _ c. k• • 1%. t 1 t t :, ' • ' 1 -11 —'U • 11/30/00 THU 10:08 FAX 208 281- Sabey Corporation NOU -Z7-2000 00:2O (0m 07/1' T ) ODD •I 5/I Oo - IIOC116N COMM. (CSwT /1) c'"10 9/• i . 06NMtCnons IIOTTOY Kg DITAII - A - 5..s/r 3' -5 3/4 S •7 /0* OS NOT GAS SRAM[ mMM. (=I10Nr lI) 1/4" 4 3/4" Ot 7 /6' OD HOT OA5 tXPASS CONN (GIRCUIT /I) 03 5/e• LINE VOLTAGE 11/4" 1i A 1/',1• SLOT 115V CONTROL CONN. 1'-1 o 1 /2" 1 1 1 05 /I OD LIQUID CONN. (CIRCUIITT /2) NO 01111 AP now A CPCONAL OANPLII r 1 1 Dimensional 40 T on Condensing Unit Data YINIYUY QiMAII I•— it -7 311• N11 iomcC v*I.K f•-a 7A• q/ AYIr1•t mum fO 7/I " Val 110' .1 s /A• 06 yros b o o SUCTION • 0 0 ' MM. CA3IAT Figure 2i-1—Air-Cooled Condensing Unit — RAUC aC Tor. FRONT VIEW 17/11' DO NOT am Mikan COMM .' L •s/•'oo UOW/3 CoNN. M0J1T /I) (MOAT /I) LEFT SIDE VIEW s" r -1 t/r I" •-• 1 /A' - a I /I' 4 w 11 aA � �J �'•'fi 1/4" ee c r e-11 1'. 417 } A No.. ,... 7 i NO 3/0 •I are• C: �. 14:rm. 1 -2 i /I" t -A 0 /r , MAn.ta i'-a vt• or aR ...I TOP VIEW 0 2 1/2• M 4 HOLES LIFTING LOCATIONS 3' -3 3 /A" 23 3 ._ 5 . 5 a'A '-0 5/.3' LI:J C •• Is i3 Y' 6 1 /•• 3•-e MIl1My6 C:.; t14rIC: • 3/•1 T • A1Tc NOl.rc 665 aY1.617. :•1.1.■ (CRe.J1: 03: - r 0 1 5/0' 00 sUCTIC■ CC .N. (CIRCUIT fa) 01 5 /e' Cr. SUCTION CONK. (CIRCUIT IN) 0 7/0' CD I• -- GAS ST?ASS _Z. (CIRCUIT 112) 5 1 /'t 3 r;." a tie z ) /Irrt '•• _ •.1 3/32 ko .CW vOLTAGC (33v MAU,) I t:."- -T /C ko 1 W4.10.0 (3av uu..) u a 1/ S /C ". I /4' MM1MUM O.EApAMCC, 7' —a 3 /S" M INIMU M :LEAa+NGq r •- 13/32 X 4 A0 (hay) ^ J' 133NOU MAIN POOP I • IJ 007 -�.; .J t %.L:.uII 'J1:Ii6i a ifR�LWiFi.7. �<s LwYU'dbiGiLC.uaYaa'' au •' .45.11, 440.14 _ c. k• • y • 11/30/00 THU 10:08 FAX 206 281 - "k920 NO0-27 -2000 00 :20 x Tibia 111.1— Condensing Units Electrical Data Sabey Corporation tit 008 18 ra- D s'i 8 i� Vt�1 rr UM Cnerecladudis Allbwa0le Minimum Mae.OWreurrenl Reccnmude,.Goal Number Nominal Model VilNpv5la$ V1o1105 ClrcuilAmpaelty . PmtecdanDavicc eiemea' Folio Size 01 113m N{pnbar CMmserldioe U1111941155 Mange (11. (41 (2). (4) I3:. (4) Ccmpn54051 RA 4:20 10/60/3X. 160,220 101 125 115 , 2 HAUG-020F 230/8123X. 207253 101 125 12S 2 20 MUC•0204 460160/3XL 414406 44 10 Gtl 2 RAUGC205 575/60/3XL 517433 38 45 40 2 RAU•C211 200I80/3XL 110420 129 175 100 2 RAUC -C259 22040/3XL 207 129 17$ 153 2 25 IIAUC -0254 40016013XL 414506 56 10 1 0 2 RAUGC255 57' 3XL 517433 45 60 CO 2 RAUC.C30E 200/50/3XL 180.220 149 200 173 2 RAUC:C30F 230150/3XL 207.253 148 200 "5 2 30 RAUC•C304 480/60/3XL 414 -508 85 90 ' 2 RAUGC105 575/110l3X0. 517433 52 70 E4 2 MUGGIOE 200/800X., 100-330 102 225 2 %5 4 RAUC.C4OP 230160/3XL 207453 192 925 2:5 4 MUGC404 460/6013XL 414405 54 100 ' 4 RAUC.0405 575/6013X1, 517433 67 90 4 RAUGC500 200/60/3XL 110.225 2 300 3'i: a MUC•C8OF 23010r3X1 207.253 244 300 3 "1 4 50 RAUC4504 450/51Y3XL 414500 106 125 4 MUG0505 575/60/3XL 517433 84 100 2: 4 14AUC.C602 t00/60/3XL 150-220 252 300 : 4 MUCGCSOF 230/8013X1 207-253 282 300 +v0- 4 MUG-C204 460/60/3XL 414406 127 125 %: ' 4 FRAUGC106 57518013XL 517433 06 110 11' a RAUGCI06 200/60/3X.• 190.220 373 400 =C%.: 6 RAUC.109 230/6013XL 207 -253 373 400 4 C.: 5 80 AUC-0204 46210/3XL 414-506 162 175 175 6 14AUC -0805 575/60/3XL 517433 129 150 150 5 MUG010E 200/60/3XL, 180.220 472 500 SvO 1 RAUG1310P 230160/3XL 207 -253 472 500 3L: I 100 MUC•CI 460/60/3XL 414•506 206 225 2_e , 8 RAUGD1O5 576/80/3XL 517433 164 176 1 'S , 9 RAUC•017.0 200/50/3XL 180.220 548 600 yf.0 6 1 230/10/310. 207463 545 500 Er: 6 120 RAUG13124 460/60/3X. 414606 239 250 25,: a RAUG.1)125 575/50/3XL 517633 190 200 3C3 B 1, Winn a nai area* (140/419 125 vawm or ins RLA al ono raroresor maw awa Me rod MLA al M rsntw+N9 moms. 2.1481/UfOanstrwaPmnglonOr Bsmlu0a MOM I2Sper015 f ILA De An* mmPia44or motor Plu %010145J PIA orlreRmuirl own, 3 Rwarrewl lei /Hel Owe Paoa is N 140 prowl d h RLA al one cam Mao/ MAW dug Ow loll RLA 0-r 0-W mean. mown. 4. lame! toms now YM pm91141 W . U er g. J W CO W 0, s Q CO L W Z Z 1- U � O N' W id — O • Z ': co Z 11/30/00 THU 10:08 FAX 206 28] - `920 Sabey Corporation NW-27 -200e 00121 .T* 1he1661 -jett al De�O123Tn Con fllenslnD Units Neminallicinage 20 ea ID 40 50 60 :v. 100 120 Medal Horning RAUCeC20 RAUCCU RAUC.C7a RAUC -C40 RAUC4:50 nAUC•C6u • A 4 ...` :?SG P.v.;c•�ia RAUtr 012 Colnpfe•set DNA Scroll Scroll Scroll Scroll Scroll trefoil ;:crap Scroll Scroll Menaolded 2111a Circuit R1 10T, 10T 10T4. 15T 1ST* 15T 10T•10T 10T• 15T 15T. 1ST 1aT.157 -15T 10T.ior 151 +15T .1 5T 1.157 +1ST +1ST Circuit 02 WA WA N/A 10T. 10T 10T. 15T 15T +1ST 10T -15 - .1ST 101.107, 15T915T .157.1.157 .157,15 - U nit CapadySlap.( %) 100-50 10040 100-50 100.75.50.21100 - 60.60.30 100.75.50.25 No Control • •10-32.Z 0- •1:•30.35• 13.75.36• VAV Option 0.a ix) 40.70-100 60-75-1 ac EVPOaion '15.38.50 95.30.35 13- 25-36. 3. - ! -130 _ 40-70-100 50.75.100 Candenaet Fan Data OuaMity/Fan Ola. lyp. ?!16•/ Prop. 3/2r/Prop. 326Weep. 4/2C/Prop. 6/201 /Prop. 628' /Prop. 6 /2E 12/ay /Prop. 'WY/Prop. Fan OdwType Dina DV. Direct Most Direct Direct Ulric: Direct Diseet No. al MolotslWp Each 2/1.0 3/1.0 3/1.0 a /1.0 811,0 6/1.0 6,1:' 17/1.0 12/1.0 NOminalTbW Cfm 14000 11300 2090o 20200 35500 40600 4 9 ' '': 66600 76000 Cend.na.r Coll lsbt Number ofC011ea 1111671 1/71671 1/4301 2/05470 2/51+090 2/68196 4, .1:6 "n c /61'96 4/66'96 (Inches) 1/49271 Face Awe (Sp. FL) 35.0 35.0 46.1 932 - 57.1 e8,o 13 176,0 RewarFns Per Ft. 31144 3/144 31144 3/1u 3/144 3/144 : ::= 3144 1 31144 Condense Stoma 70 75 65 138 142 164 272 264 i 368 Ca oedly (Lb•) • 2 Refrigerant Dela No. Refrigerant Cl culls 1 1 1 2 2 2 1 2 2 R.Mg.rantlype R-22 R•22 R-22 R•22 F1.22 R -22 7..% `' Crime R-22 RaMgarent0peraling 2e 31 40 5e ,62 60 • . : Cre Nu) (1) MInlm U' unl OYtdeerAfhntp.ralWe tot Meaninlael Cooling 3*midardAmbient 40.115 40-115 40- 115 40-115 40.115 40 -115 4;.11; 40.115 40-115 Op•reling Rollo (F) Low Ambient Opllarl (F) 0 0 0 0 0 0 0 o 0 811.5 ra J. openin amp I.IIpnGnW ra for candrrire one ird% and NM 104 insertAaron a Aaron for low aide o. MM ism, Doi w Mt 'Q i � ' nderr ' Appseelen Cefekw tlbne o n P lnNre, and to any. lull.. Tibia 6.2 Evaporator Chillers - 20.12 NominalTonnaga 20 No. 01 Clrouila 1 Volume WWI (04) (1) 11.7 Tube Rill (111,)(7) 73 Refrigerant OperatIng ChCheep 6 NNW M 1.Oaa NAM* I. ter wal.elaa any. 2. Terre Ina 5 tla1w o. 3. 0Dararn0 chants 4apt rv*i smarm Yible 14 - UN Debt - Condensing Unit Only (1) Nominal Tonnage Model Number 20 RAUC•C20 .0 40 RAUC40 50 RAUC.CSO RAUC.C40 100 AU0D10 120 RAUC -D12 25 30 4 0 30 60 ea 103 120 1 1 2 2 2 2 2 2 10.7 19.3 13,6 21.0 18.5 43.1 35.0 47.9 13 74 74 96 96 55 OS 95 10 • 12 16 70 24 26.6 33.a 40.4 Capacity (M114) 239 25 RAUC•C2S - 314 507 •2ll 746 1300 1560 General Data denser Fan Compressor KW KW Sactl/TolaI 1a.lf 25,3 30 RAUC -C30 376 30.4 40.3 51.3 61.2 110.9 131.5 411111 cams 0.9/2.7 0.5/2.7 0.9/3.6 0.1/5.4 0.9/5.4 0.5/10.6 0.9/10.8 6 COCA 11 Control KW 0.25 0.25 0,25 0,40 0.40 0,40 0.50 0.50 Condensing Unit Total!•.', EE!1 • 21.2 10.3 25.. 1 J.2 35. 11.3 16.2 Ja. 11.3 16.4 57.: 11.0 15.7 6i.;. -050 1045 a 0.9/7.2 0.50 05.5 113 16.1 122. 1:.1 IPLV 15.5 11.2 16.2 10.7 14.B 10,5 15.6 Nola.: 1, 6o dandrp unit Grey lanai are OMANI a.a, rut Wad rWnge am at SWF en eV temporarura, and raingerant conditions. anlurin,; n, : , • r r.; ten,::• r i•F t,�1'wntted and 40 "F actual IMNpaIeiw.. Part load Wings are Y IO'F anteing 4 1 . terinarllure and ral Mnl condlliona entering the condensing unll el E. ' I Lu': •: i n., :lie.t Jr in 651 !full temperaluro. ••• 1009 11/30/00 THU 10:09 FAX 206 281 X820 Sabey Corporation NW -27 -2000 00;21 Performance 2,0 - 0 Tons Data comflee1t 4 U Ir Table 10.1- &GN Eyatam Capacity Data -2040 Ton Condensing Unit With Evaporator Chills( Condoning Leaving Outside Ambient Temperature Entarira Condenser (F) Unit- Nomhar CNWA 95 105 :115 lb o Modal WatarTrmp. Tao Kw Tone Kw Tans KY. Kw RAUCC20 40 16.3 17.1 15.5 18.8 14.6 20.3 13.7 23.2 With 42 18.8 17.2 16.0 19.0 15,1 21.' 14.2 ' 23,4 20Tan 45 17.6 17.4 16.8 19,2 15.9 21.3 14.9 23,7 Cllger 48 18.5 17.6 17.6 19.5 16.7 21.0 15,7 24.0 20 50 19 ' 11.8 18 19.6 1.7 24.1 RAUC C20 40 16.8 17.2 16,0 19.0 15.1 21.0 14.1 23.4 With 42 17.4 17.4 16.5 19.2 15,6 21.2 14.6 23.6 2511:n 45 182 17.6 17,3 19.4 16.4 21.5 15.4 23,8 Chiller 46 19.1 17.8 18.2 19.6 17.2 21.3 16.2 24.1 50 19.7 17.9 18.8 19.6 17.8 21.g 16.7 1 24.3 RAUCC25 40 21.0 21,8 20.0 24.1 18.9 26.:3 17,8 + 29.8 Whi 42 21.7 22.0 20.7 24.4 19.5 27.0 18.4 30.1 257an 45 22.8 22.3 21.7 24.7 20.5 27.4 19.3 30.4 Ch Ua 48 23.9 22.6 22.7 25.0 21.5 27,7 20.3 30.8 25 50 24.6 22.6 23.4 25.2 22.2 27.5. 20,9 31,0 RAUC C25 40 21.9 22.1 20.6 24.4 19,7 27.' 16.4 30.1 With 42 22.7 22.3 21.5 24.6 20.3 27.: 19.1 30.3 =Tan 45 23.8 22.8 22.6 24.9 21.4 27.t 20.1 30.7 Chiller 48 24.9 22.9 23.7 25.3 22.4 26 ; 21.1 31.1 50 25.7 23.1 24.4 25.5 23.1 26 Z 21.8 31.3 MUC C30 40 25.4 26.1 24.2 28.9 22.9 32, 21.5 ' 35,8 With 42 26.3 26,3 25.0 29.2 23,6 32.& 22.3 36,1 30 JDTan 45 27.5 26.7 26.2 29.6 24,8 32.E 23.4 36.5 Chiller 48 28.9 27.1 27.5 30.0 26.0 33.2 24.5 37.0 50, 29.9 27.3 26.3 '30.3 26,9 33.0 25.3 37.3 RAUC olio 40 34.3 34.2 32.6 37.6 30.8 41,1. 28.9 46.4 dvaulimil With 42 35.4 34.4 33.7 38,0 31.6 4 . 29.9 46.8 40Tan 45 37.1 34.6 35.3 38.4 33.5 42.6 31.5 47.4 Chiller 48 38.9 35.2 37.0 39.0 35.1 '3.3 33.1 48.0 40 50 40.1 35.4 35.2 39.2 36.2 43.4 24.2 , 48.4 RAUC C40 40 35.4 34.4 33.6 38,0 31.8 42.: 29.8. 46.6 Witi1 42 38.6 34.6 34.8 38.2 32.8 42.4 30.9 47,2 50Ton 45 38.4 35.0 36.5 38.8 33.5 42.c 32.5 47.8 Chiller 48 40.7 35,6 38,3 39.2 36.2 43,€: 24,1 48.4 50 41.5 35.8 39.5 39.6 37.4 43.: 35.2 48,6 RAUC CSO 40 42,1 44.0 40,0 46.6 37.8 5 25.5 80,2 With 42 43,4 44.4 41.3 49,2 39,0 54.E 25.7 60.6 50141 45 45.5 45.0 43.3 49.8 • 40,9 55 2 3 61.4 Chllldr 48 47.6 45.6 45.3 50.4 42.9 55.= 40.4 62.0 SO 60 49.1 46.0 46.7 50.8 4d.3 55.4 41.7 82.8 RAUC C40 40 43.3 44.4 41.1 49.0 38.6 = • 3 60.6 With 42 44.7 44.8 42.4 49.6 40.1 54.5 37.6 61.0 6DTon 45 46,9 45,4 44.5 50.2 42,1 5= 5 1 =.a.6 61.8 Chiller 48 49.1 46.0 46.7 50.8 46,2 55,4. ; 41.5 62.4 50 50.6 46,4 48.1 51.2 45.6 56.a 42.9 63.0 RAUC C60 40 50.0 ' 52,2 47,6 58.0 45.0 64.5 42.4 71.6 With 42' 51.7 52.8 49.2 58.6 46.5 65.2 4.3.8 72.4 60Tan 45 54.2 53.4 51.6 59.4 48.5 615.0 49.0 73.4 Chiller 48 68.7 54.2 54.0 60.2 51,2 07 ': 43.3 74.4 60 50 58.5. 54.6 55.7 60,5 52.8 67.. 43.13 75,0 RAUC Coo 40 55.1 53.8 52.2 59.6 49.2 55.2 43.1 73,4 With 42 66.9 54,2 54.0 60.2 50.9 65,? 47.8 74.2 80Tan 45 59.8 55.2 56.7 61,0 53.5 67.6 50.3 75.2 Chiller 48 62.7 58.0 59.5 62.0 56.2 63.5 52.8 76.2 50 64.7 58,8 61,4 62.6 58.0 55.4 54.6 77,0 10 Ii olo . 58 11/30/00 THU 10:09 FAX 206 281 - Sabey Corporation NOU-27 -2000 9:22 . — ' iL 1- T1E R7T=T, Table 31.1 Nominal A RAUV33 1640 New eNppIg0401601ornalnaWlrp6Mwope rt K Ala AluminunCMfin CU rCeporCoifin Figure 31.1 Figure 314 1522 RAUC•C40 3769 RAUC.C50 3148 tl �IUDC�O 9,l0 X060 W T!! 8L CONTROL PANEL Alf-Cooled Condensers MUC420 through 50 Tone Ton Ai edC si • tin Weight (tbs.) 0 1142 4 i1S 40 Lot 1 602 640 480 523 646 643 0 4 6 0 C0•TRl71, PANEL J C 0 o 7 o_ TOP VIEW (MOUNTING LOCATIONS) Weights 439 467 7 657 501 562 620 703 421 Figure 36.2 CONTROL PANEL . 02 4 0 6 Ai•Cooisd Condensing Unit RAUC -10 through 120 Ton 36 AL, 378 91 473 525 516 601 N0,1siaG 404 70 317 436 AL C A_ I A Cu 590 664 670 266 338 316 403 450 505 514 579 668 ?able 11.2- 50.120 Ton Air Condensing Units Nominal Coil Op. mWlg Weight On IsolalorAl Mounling Loratlon (Lbs.: Toni Moral fin Weight (1.11s,7 Loc. 1 Loc,2 Loe, 3 Loc.4 Lee.5 Loc. 9 _ • _ _ Luc. 9 PAUC•Ce0 Al 5500 555 557 835 544 630 SA : 523 50 AUC•C00 CU 4099 526 629 900 618 906 61 3 505 RAUC•010 AL 6472 1010 656 063 639 979 EX 3'_ •613 100 RAUC4310 CU 7272 1104 762 1003 730 1040 736 1 721 AAUO D12 AL. 7000 1100 694 1075 678 1071 676 ..146 660 120 RAU0012 CU 6199 1241 536 1225 627 1222 625 1206 815 465 533 443 511 445 589 538 540 846 522 629 Table 36-3 -- F JaF•:rttive Cltiliers 20 the ou0h 120 Ton • Nominal Operating Shipping Toro weight (Lbo.) Weight (Ibs.) 20 360 260 25 Ciao 260 30 470 360 40 4.10 350 60 533 430 60 67,0 470 90 1ZC5 675 100 1 1g 980 120 117•.1 1150 0 11 04 • 11/30/00 THU 10:09 FAX 206 281 Sabey Corporation NOU-2? -2000 00 :22 245 NOVA S 4.5 46 9 4 i Iigti114ar NaenrwMiwr — Mao OnehuM 1. 2'h.14 'h. 2.14 'k MI 2^1 oh 3. 4.9'h aM 2'h his 111ba amide 45 a le 'he '/. '/r General Data 24 24 2 12 4.69 9r se 29 • 4 J 'he 29 70 4,6$ 'M 70 y. 35 4 '/r 35 4 5 5 '/u 90 40 amuitin U fun Malt thrir Mak Full Half stn • tar. UnUa Ll4uid Suction 1'h 1h 1 '/n ate '/a 1 IA : ?L 1 5 /q 1 'h Nate 3 8 Olatrlbutora Liauld Suction 1 '/n 1 '/n 1 '/e 1 'In 1 1 60 T'(e 'h 1 !r 1';,, Nata 1'/. 1 '/. 1 h 1'I. 1 /. 1 'h 1 ... '/o; . 1'h 1 'h 1 ''in 7 / 1' /. New Nato 2 21 012 11/30/00 THU 10:10 FAX 206 281 ^920 NOU -27-2 00:22 { Waignt! Slnole Double Meaulo T Wall Wall A inniwMOdu 16 644 644 row rn M W ng x 1085 ti(Win Ite•Ml*In Sox 44 SW 10116 11 s0 • er Air Blender lo is O, en Return Filrar Flat7Urar H Annled F ilter AI11 FLOW a■ Unit Sizes ('W t 1/4 M• 62 W. 109 3 4 11 'h • !1 Sabey Corporation ae 6 46 46 276 427 236 369 55 K all Iris en or an 11 /r 4 - 214 L. Madltrrn eusot0bank 16 1911 263 M Medium erBlsnt 7 63 331 Lay Amos or 8 an 48 4 1 435 O Oa large Amu or Blank 62 555 766 Turning orWrd 16 1ank a8 . 491 705 P Q Small 'Horizontal 1 r 200 241 R odium *MA Coil 15 231 246 adhere pros Horizon 330 402 T Horizontal Coll 44 592 716 u Wf6Ci1 G 40 491 705 IMP Coilw/Acceae 31 1767 1639 McTelureEllmin or 1'11/i 407 465 —'� xterna pea end ass 16 6 5 660 N. 67 ntumal Pace and typal 16 A55 552 Z /ace DamppNN e 9 - a>ll11/' HoriBontafFan 62 FC Fan 2016 2280 AFfan 2142 2406 Plug Fan 1934 2198 2763 Q-Fan O 21949394 R 2540 2904 — At! Dillow 16 306 961 AC TMMounta6blsehirge Plenum Fit 62 -- N /A 670 AD Front•MounadOischar6e Plenum 08 N 1610 AE Multizone/Double Duet H. Fan module *aloha Include largest OOP motor and IGV whan applicable. Cell module wxights inslu4es the cal module eely, pee cal wslOnu saserit'l Size 40 Table U -SB — Coil Data Area (Ft 'I Qty-Sits 1, Unh Coils 39.30 1 -57x99 UW,UU 6 Row UU 3iSr 1•33x98 Shipping Coils Full 34.71 145195 1 -33x99 Cuxtorn 37.19, 1- 1!x105 1- 33x105 Cusrnrn Eno 39.38 1. 5411105 FuII W Moditino 24.50 _3•15 Hot Dock 20.40 1.3CxS8 Table U - 69 -- Coil AvaflebllitV Module Site 'h" Unit Cril Snipping Coils Small 2 Row 1 Row Mealum 2-Wiiow 1 Row *except 6 Row UU Medium ur3o Coil 6 Row UU 1.8 Row Collw /Access 2.11Row• 1.6 hew Vortical f-! Row" 1 -6 Row Multizona Cold Dock 2.8 Row 1.4 Row Hot Deck N/A 1.2 Row r • Table U-70 — '/a Unit Coil Water Connection Saes (Inches) uW/UU s Row uU HelderHcipnt , • 57 1.1d 1-31 Supply 2 2' / ••• Return 2 43 2 t /' Grain r". ■nrt Jh '/n Snipping .:e: cennictiens are located an pep 4 sea payee 6•-/ ':: ?'Iri9aranl GoilConneeriona and CircuiIna. Table U -7 ' — Filer Data Aron (PI'. Oro -5126 2T :.'c' ,,T— 4.20 (TA, po: rnar 8.1645 ploatco moMe) AnaleC 72.2 MEWS (TA. purmin,cnt, 16.1642+ pleated mullet Bag /Carrlemi 35 0.24x24 165 %, 85:0 el 951. 2.24x12 Efficiency) At(er to pros 77 to. Aliur prescurd.drep :. Table 1. — Aruas Cm 013 Area (Ft'I Trap Damper Mixing Box, • Mixing box er Economitor • Tr00 Darnoer 9, atrlc,il blade Damocr 25,03 Internet Foe:: i U peas Face Area 21.14 _BUM Aron 7.04 External Foto and Bypass Face Arco 31.71 bypass Aroa 7, facd Damper 311 .71 ulti 1v.r deck) 13,96 (Mex. zone ; 17 Air 8 enter far RIM to o.c T$.73 for pre :aura dr: ;r, Si, Toole Y.14 01% P:12473 I:r : :'::o: lure's tb2J r4:, -,.:.;'_ . • r. udi.« 0 ,a. Z re 2 w 00 ' to 0 W =- u. W 0 : u- Q In a = O I' I • Z ZOII - co .' = v ' H — W Z — 0~ Z 11/30/00 TAU 10:10 FAX 206 281 "920 Sabey Corporation Nam1-41=2Aeo 60:23 Intake lag POW Yraq Damper Wang bat small Medium Maisano! Horimendl Cog Coll ktdmal Fees Face Damper and Bypesa Table U47 - Fan Data Deering $ic arches) Drive Side 2'hs Miaiiq /FMar Miming boa Cartridge bu+t.B Misr Mgcetlien arSlink Fan Unit Sizes Medium -Large Horizontal Call Isonorrtizar Mdwn Access or Dlank Lsvgo HotitonW foci 2 2' /w O;• cam DflvcAids 1 1'/,. 1'TN 3 N 54 M.dlurc -Lag. Anon orllank Air bland.r open Return Plot Pillar Angled Filter Fher Vertical Coil Fan Type Laves Assess or Blank A 9 p . M 19650 9650 - • 19650 Si 30 H 2 C Z AF 39 $/. AF Ma* 3/6b ere0. 6/1910 6/1412 P 1i °it 1T/ c 1 Size 40 Diffusor Top Mounted pischarq.Plenum Discharge Plar.um Turning or Vortical Blink Et :rs Large A :teas or Blank Front Mounteu Coil Moisture 6xtarnslFaso w /Asses: Eliminator and Bypass/ Pace Gamper Multizon./ Double Duct Coil Saction U 1.1550 19650 33 G•Fan . 36 /,�T -Fan • 31164 / i 1.. 1 Ill 1 We ;1; 11 w A to (Inches/ - Outlet Ama(FT') 9.79 6.09 9.OS N/A 6. 8.30 Meter VPflange 9.26 9.39 5.50 5-30 . i5 1 -3G 1G 'Fotqu. (lrxA-I. ,) , p N/A 2000 PPM 14.0" WC) 1 0/ S 1 6 46 11 125.0 3000 FPM (Max. RPM at BHP) 220 290/10a 103 /Zs 181.0 !l A - N/A Torques at. shown for o ., Cl.Md operation a 1000 and 3000 FPM ten outlet velocity. For Rue rant own M shown at 4.0" WC +et at eta.. P.;1.1 .. tt:l 2 TOTAL P.12 November 6, 2001 Mr. Steve Black 12201 Tukwila Intl Blvd Tukwila, WA 98168 Dear Permit Holder: Xc: Permit File No. D2000 -208 Duane Griffin, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D2000 -208 3355 South 120 Place 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 December 5, 2001, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, //��� Stefania Spencer Permit Technician Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98186 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 G "Sx x`r %! 4 'k 3 p October 30, 2000 Haynes Lund Sabey Corporation 12201 Tukwila International BI 4th Floor Seattle, WA 98188 RE: CORRECTION LETTER — City Requested Revisions Development Permit Application Number D2000 -115 and D2000 -208 Exodus Seattle 3 — Shell and Phase 1 3355 South 120th Place Dear Mr. Lund: This letter is to inform you of additional corrections that the Building Division has noted and must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department 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. [ have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenEer service. If you have any questions, please contact me at (206)431 -3672. Brenda Holt Permit Coordinator encl xc: File No. D2000 -115 ?Ei� No;D2000. 208 +,: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 BUILDING DIVISION REVEIW Date: October 28, 2000 Project Name: Exodus — Shell and Phase 1, Revisions Permit #: D2000 -115 and D2000- 208 Plan Review: Ken Nelsen, Plans Examiner Additional Building Division review has noted the following required correction during the construction of the subject project. Please complete the appropriate corrections and plan revisions as applicable. The location of concern is door number 100A associated with the Hardened Lobby number 100. Door 100A is the only door that could provide an accessible route of travel at this main entry point of the building. The subject door has not been provided with an unobstructed floor space 18 inches beyond the doors strike jamb on the Lobby side. See Washington State U.B.0 Amendment Section 1106.10.3 number 1 for the specific requirement. If there are any questions, feel free to contact me at 206 -431 -3670. No further comments at this time. Cc; Ray Cockerham, Senior Inspector u4;La. •.: .av'd - +a:i+iiu�AS:i a;A:•'.'.u:r: .,,i:A , a.wi»diJ ? ..:' h -.e .u`'p4 `. ':h5drii Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431 -3670 r, 'U o 0 N co w 0 3 LL. 4( CO 3 W C.) 0, 0 N O 1- 111 w+ - 0 • Z w COt 0 Z_:. r October 25, 2000 Haynes Lund Sabey Corporation 12201 Tukwila International BI 4th Floor Seattle, WA 98168 RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D2000 -208 Exodus Seattle 3 — Phase I 3355 South 120th Place Dear Mr. Lund: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -208 Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your revision 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. At this time, the Planning Division, Fire Department and Public Works Department have no comments. 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �uJ V CO la to W w o' co 3 Z W' 0' t—` w w; 3 p ON . ui W!: LI O tii Z . i= OH Z;, Project Name: EXODUS SEATTLE 3 — PHASE I 3355 South 120' Place Permit File No.: D2000 -208 Date: October 24, 2000 Reviewer: Ken Nelsen, Plans Examiner (206)431 -3670 BUILDING DEPARTMENT REVIEW COMMENTS 1. Door #100 -A must be in full compliance with Washington State Barrier Free Code. f i I ' �I IL ILI I_I I_ _I '_ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I w' %08/08/00 13:38 '8'905 --847 0141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000 0000000000000000 00000000000000000000 00000000000000000 00000000000000000 00000000000000000000 000000000000000,000000 00 O 00000000000000000000000 00000000000000,00000000 000 0 000 0 00 0 00000000000000000000 000000 000000 0 000000000000000000 00000000000000000 000000000000000 00000000000000000000000 0000 000 000 000000 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000000 0000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000 0000000000000000000 00 0 0 00 00 0 00 0 000000000000000000 000000000000000000 000000000000000 00000000000000000000000 000000000000000000000 -- O etereerere oeteeee e o oaeeeo 0000000000000000000 0000000000000000%00oo ov000000000000000 0 0 0 O 0 0 0 00 O O 00 0 0 O 0.5 y u 0.4 1 0.3 V .5 g 0.2 PARTIAL TOP VIEW 0.1 600 800 1000 1200 1400 1500 Volume of Air Flow (C.F.M.) AIR FLOW CHARACTERISTICS Panel Is Protected With Powder Coat Epoxy a.s.p.cce orv1 Access Floo TECHNOLOGIES, 1081 SO. SERVICE RD. W. OAKVILLE, ONT. L6L 6K3 (905) 867 -0138 rs ASP ACCESS FLC" 1 PARTIAL BOTTOM VIEW Perforated HPL or Vinyl Standard or Conductive SUBMITTAL# 10 - U i (Shown Without Optional Damper) @1002 PARTIAL SECTION VIEittcEivED CIT OF TUKWILA AUG 2 9 2000 FX690 -2 PERFORATED Prt WITH EDGE TRIM STANDARD or METRIC No. CS -1093A 'g[ JIIOICMEU TO � !I! CRAFT Ve believe our ' roducts are the best f their kind on the Market Our customer s" pur final Inspector; r ch employee Is twitted to ensuring hat you receive only (best. We test and eck all materials 000 'make' Maxcess Rels - to the 8d (eitis; 'rivets, nuts • d bolts, glue and err --at each goof production to Intain the highest • *lards: x r. .7, de Panel Application WC5000 Standard Duly WI; SUMS I',NI.IS Wf slims PI R(olMANfi (;111111 o construct these panels from a high density composite core, which we then totally encase within a steel shell, One of the most widely used systems in the indnshy, the WC Series combines economics with excellent performance. • Niel underfoot ■ Economical • Excellent rolling load performance w Class A flame spread rating • Inletnally grounded • Interchangeable with most other wood core panels Applications: General office —The solid core is quiet and eco- nomical, with an excellent rolling load and Class A flame spread rating perfect for general office use. Computer rooms —A strong ultimate load capacity plus user- friendly light weight makes This series a favorite for computer rooms. New construction and renovation projects Ultimate Load Concentrated Deflection (al center) Load (at center) (at center) Impact Rolling Loads (lbs) (Ibs) 5000 1250 (Inches) (Ibs) 10 Pass 10,000 Pass 0 08 150 1000 800 W: SiicinS IINiiiiss111111,iuic1 OPIIIIN; iru ns to any uemenh, b, p , u 2' snap -on bolted I1nde with s convenie n t locator o ptiocater tabs and ESC req pe l part cot -tile heavy- sna duty rig tileid grid in niversal 2', 4', 6' 8' or basketweave configurations. Zinc - plated /galvanized sleet components maximize shenglh and durability. I;IIIINI1{11011 111111-1111 SNAP-1111 III 111111 U9MITTAI.R 10 27 t1-M O2 �� 7- PERMIT is rT, • z ~ W ce 00 co 0 co 'Li J = l-- cr)w w° co a w H ZF- I- 0 W Lu 0 0 — o 1— W I `I z = 0 z s' Sq. x 3/16" Thick Base Plate With (4) 7/16" No. Hole§ • a s. p. Access Floors I. humor DI Y►tc:it tta'OtcX, do pII SO. SERVICE RD. W. OMVtJ1 ONI. UI. 61tS (005) 441 -0135 1 -3/4" Qio. x 16 Go. (.062) Steel Tube Swaged tor 3" Length On Top End To Accept 3/4 " Via. Rod Welded To Base Plate B6313A HEAVY - DU'T'Y PEDESTAL BASE No. CS -1836 CITY OF RECEIVED SUBMITTAL# 10 py%? a000 PERMIT CENTER . 0'J/26/20011 l l : E1 / 2bJ-•011U STRUCTURAL CALCULATIONS FOR ASP ACCESS FLOORS 1081 SOUTH SERVICES ROAD WEST OAKVILLE, ONTARIO L6L6K3 SCOPE: EXODUS PROJECT SEATTLE, WASHINGTON ACCESS FLOOR PEDESTAL SEISMIC DESIGN FINISHED FLOOR HEIGHT: UP TO 30" R&M ENGINEERING CONSULTANTS 5280 SOUTH COMMERCE DRIVE stint E -130 MURRAY, UTAH 8410) BY: R&M ]OBN 0036 (!&M ENG. CALCULATIONS 11Y: MATTHEW R DEAMER REVIEWED: NORMAN L. BENNION, P.E. DATE: MAY, 2000 REVISIQZLI.: 546-00 CHANGED BASE PLATE TO 5"x5 "x3/16 ". PAIA. 04 RECEWED CITY OF TUKWILA AUG 2 9 2000 SOB MITTAL# 0 27PER0• - MIT 0 CENTER 1 } � t t i ; • W W V O- . 0 to r o f- .w w LL 1 - 0 Z N O 05/26/2004 11 ! U i 21.1.4-012E1 08/2ei00 17:30 0605 647 0141 ASP ACCESS FLOON 05/26/2000 11:07 263 -0129 R&M ENG. 5/2!11110 CALCULATIONS FOIt PEDE3tAL OVER- TURNING MUP TO SEISMIC LOADING HOLM enOhr.ednf1 Certits Sala 0200 S. Commerce Ode*, Suite E "130 Murray. UT $4107 (1101) 263.3410 PRO= ASP Aco..e Floors 1001 South S n4c.a Reed W.ef Oakville, Ontario t e1elc3 Exodus Project In 8rsttls, WA 30 "FFH or Smetler, 100 pet Live Load MF1' dEUtrItANIZIERI S kip:- Ioo0•Ibf w1:- I000•pei X 'Column is OK" x :. -Bolts we OK" XA :_ "Adf,., r. Is O1(' Xr !� "nuue Pie Is OK" DtgliGICIUMIA Uflc 1001 Salon, Seder) WO and 1632 Floor OA Lo1id: n.:- 100•pef Floor Deed Load: FD PprtkIon load: PL: I o•pstf Percent of Moot Lire load to be Included for seismic: q ;_ 0.2S PEORIN PARAMETER!! Floor P.da.tsl larid pattern: S :- 2.11 Height of Aooeae Floes: h :n 30.In Ares per Pedestal: Y "Column it No Good!' Yn :— "Bolts ate No Good!" Y "Adhfiuv. is No Goods' Yr - twit Plats le No Ooodt" A :A S As4R IiYbl I_I4U. I ..t I psi ; 161 _ n 2 4b001 PAGE b3 I RECEIVED CITY OF TUKWILA AUG 2 9 2000 SUBMITTAL# 1 0 2 7 1J ;. / I I , i ..0 1) : ti , r :/ J U1 t.t1 botarnic Zoo*: In•Structure Component AmplW1c ton recta: Near Source Fear for SeUntio Zone 4: Setsmlc Coefficient: Imporbmoe Factor. Hortrontal fore* Fodor. Element elevation with respell to pride: Structure root elevation *Ith respect to pride: Weight of Pert dr portion: W :_ (FL•q + FD Nominal 8.hm c force equation: F ;•(t + h) I Al w Fp ;• 0.7•C. 4.1.1 w • p C.11, 1.1 F if(F < F > Fv�. F o• F ►i)) #.Hunk CoaMMSciore W r OTt:.,. UnityAdl. :.. ' i n.kip CheekAd)wdv. if(UnityAdb..1v. > 1,Y f X,J .•. 1.1 t' . 3 1.o N.:• C. ent 034 l 1.0 h :- 400 is :. Off{ + PL)•A w = 180lbf F Seluolc Coif lei$nt =• 0.2S1 Mamma column height 11 eQuO to floor height • ltrktger depth. 1 := h — 2.iri 1 .. 2t In Over Turning Mom•ht: oTM :=, I .1 °TM . 114614.1a For adhesive inchorope: Iftp = 1.0: OTM ,i.. OTM• o 1.tfl ln.klp UnivAdl.dw 3.188 CheckAdM :• iv "Adhesive It No Good!" 2 RECEIVED CITY OF TUKWII A AUG 2 9 2000 SUBMITTAL# 2 7 G PERJ4IT CENTER 05/26/2888 11:07 763-0120 elexaw CQldll N D#l4N: Properties: Column le 1 3/41 x 141 GA. ETEEL PIPE Cc U e :- 2 k1 - 91.65 > P4 .60• Fy 0.1•Fy 2.R'•E ry V,:_ 1 k) cx.F.I.F.!) te. 116.75 0.175 In Pt'I ENG. E := 29000•61 ry: 42101 t :.. .0591.1n D:. 1.75•In 2.0 d :e D r - 2.1 d - 1.63 In .= . I � 2 ) (—) / ];0.II4In f 12•n7•E :� 23•(k I r F, 11.026k4 rt I r - • • - 0.31111n 0.59$ In T. Ilia; Allowable oonvressiw stro *e P4 - 23 kaI IVlowrbte bending *trees F, - 16.11 ksi Allowable shear stress A.i,., - 0.156 in Allo*ibt• d.l.cdon PAUL 5b 3 RECEIVED . CITY OF TUKWILA AUG 2 9 2000 PERMIT CENTER sueMITTAL# .1 0 2 7 0- U 1 05/76/2000 11:0/ 263-412U S/Iai00 4 • GOIYmluvi�! 2000 Ib_1l11it lat P.. 43$3111p Ch•cki (Only' > 1, Y, X) Check, .. "Column i. Uk" £Olumn and r normal low mast Laid + Uva Laid); r::. (FL + PD + P1.)•A 1 Unity: F • Cheah it(Unity: > 1, Y. X) Cthurpllstnd•L_ fd I.IM. and Lahnl �.9l¢st t` (OM).* f fk u .• F9.1.33 + F 1.33 4 4. • uff ( P ; 1.33 ) 41,433 Unity, :to < .1S,u1.u2) `• J Check :. 1t(Unky > 1,Y „X) f FF D *.t. 2 Unity :. r„•1.3i Check. ittUnky, > I.i3,Y Ilniryl := (2 -14) P. k8M FNU. P . O.AAirip f.• 1.312ks1 Unity: 0.101 Check _ "Column Is OK" t‘ • 4.91i Unity) I. 0.314 Check, _ " Column is OK" G =o.2112ks1 Unity • 0.013 Checks "Column Is UK" Unlry, • 0.121 CIT O TU AUG 2 9 2000 PERMIT CENTER SUBMITTAL# 1 0 2 7 E- U 1 try/ A/2000 W O ? 2bJ- tl1).n kX.I•i IJ k . 6128/00 DaPLECTION WICK: (tell dMnr1 :1° E•t Unity, :" OTM •ca A• :- 2 - ed (V) e.av,) • 0.1011n Unhrs . 0.661 Cheekf :- It(Unhys y I,Y,X) Checks • 'Column Is OK' Mai PLATE AND MOWN DOLT CHdCK: (AISC Stool Daelgn Guide Cellos 1, `Column Bead Flats Width: A :. Sin Behr Plate!". 1090, pp. 21 E 22) Base plate Length: n :s Sin Dote Plate Thickness: t In Boll Hole Edge Diotenoe: m Concrete besting Strength: f, 0.2.(9.0k01) - 2.1 61 Number of eolle pet Pedestal: N :- 2 Number of Dolls per Side: N N, • t Allowable Mete bending erase: 1' : - 0.75.10.51 )t to,.. 27 kc1 n -ad n /Sin A'- I.1Sin 0•n' 'yy 2 urwr t rye. 1M Ni �M PMb�OLeLL�LATEIfAI: p • O.49 kip OTM • 1.296in•kip or 22.111 klp The following dd i b method plate la only � On eccentricity DesOK It(ecol> 7 ,`Milan If Valid' ."Design if Invalid' ) t _ I/ _ 4. 6 ..(P.A • 4 01M) tec . 2.7 In De4Ok . "Design I. Valid" A IN 0.096 in RECEIVED CITY OF TUKWILA AUG 2 9 2000 PERMIT CENTER SUBMITTAL# 1 0 2 7 0- 0 1 w o; - ' Z . Do o I W W' . • W Z V co O � Z- 1 0!1/26/2000 11:H/ '1.b9 -01211 Pacm U U. blgtsnor for Mominl Ann: Alt := 2 •(q - 0.1•D) Ad a t.t In 1 {A (11114•r diet — .A„).r,.d{etl.[ .(1 — M") d 1J r Unity, :• 400.1, PWS( 1 . 33 Chaclt� ;= If(Unity, s 1.X Mob. 0.179 10.14 i n r • 30.359 k.1 t — Jr - 4. s %PT•A'+OTM) Ala :!. rr Unify - 0.11Si Cheeks • "Bain Plat. is 0X" Went CON 1011 Tension lease Mast C'hSCIIL UL4a1.L+LATIFi$Ai. PT ( PL 4. 4•P1.)•A • PT- 0.14klp OTM • 1.2961n•kip A • 0.073 In T reAtcr9 P1 T•0.]01klp 2 M •• it�dllt - e(1). 1.1.1% (464 `d . T 1 NT" Art 2 6•M,, nh 1, r t Check, : - It(UnIty, s 1,Xt.Yr) Chia,. "Hale Mute Is UK' Molt • 0.117 "' In ri - 20.034 k.+i Unity, - 0,558 SUBMITTAL# RECEIVED CRY OF TUKWH A AUG 2 9 2000 PfriEtimprt i)'j/ 76/ 20131.1 1 1:13 / tit MOO S,, 4in Unky :R ''A,J 111111 Iu.1I t_I,u. T I�Ols1 �� tenaI.m tAnaher �eK Chat AteMkt V :Be F V - 46.226Ibt tlsti HAM Carbon !keel Kwlk snit t1 Expansion Anchors: (2)114 "3 with 2" •rnb.dm•t (Bolls meet requirements tor deep ahchors.) 11 - 2.ed S =1. 9$1n Anchor Specln bp :� r ` P 0 co �i ; J S,:. lilt Adis, :n it{ Sp < S, Sp < S,„ + 0.)•r1 Sc, - Sp I sn - Si.J" Mh = I T 261Ihf•Adj1, k, V,1 :. 4001bf•Adj$ N Unity? := t 1.33 r »e-• V V,II,. 1.33 S Unity, :. Unity + Unityv til • 26S Ibt v - 2001bf Unity - 0.571 Unityv - 0,044 Unity, - 0.392 t -0.201 kip Check! :- Il(Unity, s 1.0, X6,1(9) check, • 'Bolts 1t! OK' u... °,. • ?' � ie_liabt..c�l+. .�i\SY.' S 5:n:y1� 1� < Critical Anchor Spacing Minknurn Anchor Spacing Strength Adjustment Factor dua to Anchor Spacing. (No Special Inspection Required) 7 RECEIVED OI1Y OF TUKWILA AUG 2 9 2000 SUBMITTAL# 1 rte► :EN1em U U) ', U) N U. W' T. �tL Z z ff tU La U ' :0 -i 0 I- uJ O` U. Z U(/) O �~ F15/76/2000 11:07 20-012U 6126 Pie shed timer wild* 10- et less Ilia 166 put) Ellftlidg21011111161 31441$ as. Steel Pip. &Le (2) 1/4•. H1111 Cerben Mod Kwik 11.1t d expansion inchotu per pedeNrl w$h r minimum entbadn►ent for equal), Anehers shell be plated en dlegonal corners with 3l4" edge distance. 9• lino Pleb Detail. epeeist Inepeetlorl Is NOT required. Belts meet reguirnlents for deep anchors. Bell PlttV; rrtrtt3 W Note. 1.33 Alloweble tress poling 4H!CK: 2000 lb point Toad: DL #LL: OL +LL.L*tbtsi; Sheer. WJECTION CHECK; MAsE Ply 4HgcK: OL +LL +EL: L, Unity .. 0.421 Uniyi .• 0.101 Unity, . 0.974 Unity, 0.013 Unity, 0.661 Unity1 •+ 0.113 DL4q "LL•EL: Unity, . 0,S6 ANCHOR CHECK: (2)114" HIll Kwik Bolts: Unity, • 0.396 Adhealve: UnityAdhd.e - 3.818 141.1 Li Ili. 5 3 23 ll jig rL RTE..D4. l.AJ. acre*** has been incorporated Into all Unitira with seismic loading. 3 /18 ".S - .S - oast: rl Ale Site 16 cs SIEEL Pint I ) HOLES tOIt 1,4 "0 E *'ANSIOtr ericsOnc Cheat'. "Column is Ok• Check - " Column is OK" Chichi - - Coiumtt is OK" Cheek. • - Column is OK" Check) s "Caldron Is OK" Check on "Dese Plate is OK" Cheek . "Base plate is OK' Cheeky - 'Dolts ass OK' Check _ "Adhesive is No Good!" a RECEIVED CITY OF TUKWILA AUG 2 9 2000 SUBMITTAL# 1 O 2 7 M - 0 I I w' „,.;a tzf,46.e. LdliPktiAdti.: ■■• • Sabey Corporation Generator Tank Design Guideline lntergate Campus I. INTRODUCTION This report details the requirements for new tank systems at the Intergate Campus. These guideline were prepared specifically for the Sabey Intergate campus. These guidelines are required minimums, they are more stringent than local and federal requirements. These guidelines comply with the following requirements. • 40 CFR, part 280 and 281 RECEIVED CITY OF TUKWIIA • NFPA 30 (Flammable and Combustible Liquids Code Handbook) AUG - 8 2000 • Washington State Department of Ecology Chapter 173 -360 WAC PERMIT CENTER • PSAPCA Regulation II Section 2.07 • API Recommended Practice 1615, Installation of Underground Petroleum Storage Systems fifth edition, March 1996 The equipment listed in this report may be replaced with a product of equal quality that meets requirements of this report, publications and specifications listed above. All equipment substitutions need to be approved by Sabey Corporation. CORRECTION LTR# 1 Pwco2CB C: \My Documents \fuel \design_criteria sabey.doc - 1 - Created on 07/17/00 11:30 AM 96(3. yo h Sabey Corporation Intergate Campus II. GENERAL REQUIREMENTS The following is a summary of local and federal UST regulations. A. Leak Detection Required in Underground Storage Tanks and Underground product piping. Leak Detection in tanks can be accomplished by the following: 1. Tanks must be monitored at least every 30 days using one of the following methods: a) Automatic Tank Gauging - Automatic monitoring that can detect .2 gph leak rate — Required at Intergate b) Vapor Monitoring - Monitoring device in soils surrounding tank c) Ground Water Monitoring - Monitor ground water via slotted pvc in well d) Interstitial Monitoring - Monitor annular space between walls of tank— Required at Intergate e) Other Methods - Any method that can detect .2 gph leak rate approved by implementing agency 2. Underground piping must be equipped with a automatic line leak detector. Leak detector must be able to detect a leak rate of 3gph. In addition to a line leak detector one of the following is required: a) Monthly Monitoring— Required at Intergate b) Annual line tightness test B. Corrosion Protection I. Underground Storage Tanks must be protected from corrosion by one of the following methods: a) Tank constructed of fiberglass— reinforced plastic — Required at Intergate b) Steel tank cathodically protected by corrosion resistant coating and sacrificial anodes c) Steel tank with fiberglass reinforced plastic coating d) Uncoated steel tank with impressed current cathodic protection if it meets one of the following requirements: (1) Tank internally inspected and free of corrosion holes Generator Tank Design Guidelines C: \My Documents \fuel \design criteria sabey.doc - 2 - Created on 07/17/00 11:30 AM • 1 Sabey Corporation Intergate Campus (2) Tank has been installed for less than 10 years and is monitored monthly (3) Tank has been installed for less than 10 years and is assessed for corrosion holes by 2 tightness tests (4) Tank assess for corrosion holes by other approved method (5) Cathodic protection system must also be inspected every 60 days and records of the cathodic protection must be maintained to demonstrate compliance e) Uncoated steel tank has interior lined with non - corrosive material if: a) Piping constructed of fiberglass— reinforced plastic b) UL Listed non -metal pipe — Required at Intergate c) UL Listed flexible UG hose connectors d) Steel piping with impressed cathodic protection per code (1) Within 10 years after lining and every 5 years thereafter tank is internally inspected f) Uncoated steel tank has interior lined with non - corrosive material and cathodic protection if: (1) Lining installed per code (2) Cathodic protection system approved per code g) All cathodic protection systems must be tested within 6 months installation and at least every three years thereafter. 2. Underground Piping must be protected from corrosion by'one of the following methods: Generator Tank Design Guideline. C. Overspill Protection Fill and Stage II risers must be protected from spills that occur during fuel delivery by means of a catchment basin. D. Overfill Protection The tank needs protection from overfilling by one of the following methods: C: \My Documents \fuel \design_criteria sabey,doc - 3 - Created on 07/17/00 11:30 AM Sabey Corporation Intergate Campus F. Stage II Vapor Recovery (not required) Generator Tank Design Guidelines 1. Automatic shut off devices that shut off flow into tank at 95% capacity — Required at Intergate 2. Overfill alarm that alerts transfer operator at 90% capacity 3. Restrict flow using ball float valve which restricts vapors flowing out vent line E. Stage I Vapor Recovery (not required) Required on all sites with a total gasoline storage greater than 10,000 gallons of gasoline. Vapor recovery from the Tank into the delivery truck must be provided by one of the following: 1. Two point fill and vapor utilizing separate risers and extractors. 2. Coaxial, fill and vapor in a single riser. C : \My Documents \fuel \design criteria_sabey.doc - 4 - Created on 07/17/00 11:30 AM Sabey Corporation Intergate Campus Generator Tank Design Guidelines III. UNDERGROUND STORAGE TANK AND FITTINGS A. Tank New tanks will be Double Wall Fiberglass Reinforced Plastic (FRP) Underwriters Laboratories — labeled underground storage tanks. Tanks shall be tested and installed with pea gravel or crushed stone as specified in the current manufacturer's installation guidelines. Tanks must meet the following guidelines: B. PART I: GENERAL 1. Quality Assurance a) Acceptable Manufacturer: Xerxes Corporation, Fluid Containment C. PART II: PRODUCTS 1. Double -Wall Fiberglass Reinforced Plastic (FRP) Underground Storage Tanks: a) Loading Conditions - Tanks shall meet the following design criteria: b) Governing Standards, as applicable: (1) ASTM standard document number D4021 -92. (2) Underwriters Laboratories, Inc. (U.L.) Standard for Safety 1316, File MFI 9061 for storage of flammable liquids. A U.L. certification plate shall be attached to each tank. (3) National Fire Protection Act (NFPA) Standards: NFPA 30: Flammable and Combustible Liquids Code NFPA 30A: Automotive and Marine Service Station Code NFPA 31: Installation of Oil- Burning Equipment. (1) Internal Load - Tank shall withstand a 5 -psi air pressure test with 5:1 safety factor. Contractor shall individually test tanks for leakage prior to installation. Maximum test pressure is 5 psi. (2) Vacuum Test - To verify structural integrity, every tank shall be vacuum tested by the manufacturer at the factory to 11.5 inches of mercury. (3) Surface Loads - Tank shall withstand surface H -20 axle loads when properly installed according to current manufacturer's installation instructions. (4) External Hydrostatic Pressure - Tank shall be capable of a withstanding a deep bury with 7' of overburden over the top of the tanks, the hole fully flooded and a safety factor of 5 :1 against general buckling. C: \My Documents \fuel \design criteria_sabey.doc - 5 - Created on 07/17/00 11 :30 AM t t i s IO' :. Z t— 2 — W W - Z • U ; 0 = O f Z • • • Sabey Corporation Generator Tank Design Guidelines 1nteraate Campus 2. (5) Tanks shall support accessory equipment- such as heating coils, drop tubes, submersible pumps and ladders- when installed according to tank manufacturer's recommendations and limitations. b) Product Storage: (1) Tanks shall be capable of storing petroleum products with specific gravity up to 1.1. (2) Tanks shall be vented to atmospheric pressure. The tank is not designed as a pressure vessel, except for use with vapor- recovery systems, provided the pressure of vacuum does not exceed 1 psi. (3) Gasoline; gasohol (90% gasoline/ 10% ethanol mixture); 90.5% gasoline and 9.5% Oxinol -50* (4.75% methanol and 4.75% GTBA mixture); Dupont EPA waiver (gasoline with 5% methanol and a minimum of 2.5% cosolvent- gasoline with up to 20% (by volume) of MTBE; gasoline /water /ethanol or methanol motor fuels, including 100% ethanol or methanol or M85 (85% methanol) at ambient temperatures; jet fuel; av -gas; kerosene; diesel fuel;-new or used motor oil; or used for fuel oil at temperatures not to exceed 150 degree F. c) Materials': (1) Tanks shall be manufactured with 100% resin and and glass -fiber reinforcement. No sand fillers. d) Interstitial Space (1) Tank shall have a factory brine filled interstice, which provides a positive pressure hydrostatic monitoring system to detect a leak. The space also allows the insertion of monitoring device through a monitoring fitting. Appurtenances And Accessories a) Anchor Straps • (1) Straps shall be FRP anchor straps as supplied by tank manufacturer. (2) Number and location of straps shall be specified in current literature by tank manufacturer. b) Manways (I) Tanks will be supplied with two manways minimum. (2) All manways are to be flanged and 30" I.D., complete with U.L. listed gaskets, bolts and covers. (36" I.D. manways are also available on certain larger size tanks.) (3) Optional manways extensions tubes shall be FRP. C:\My Documents \fuel \design criteria_sabey.doc - 6 - Created on 07/17/00 11:30 AM ,4 .• \ \� Sabey Corporation InterQate Campus Generator Tank Design Guidelin (4) Optional Fill Tubes c) Fill tubes shall be contractor supplied and installed aluminum. Locations are shown on drawings. (1) Aluminum tubes (contractor supplied) shall be 4" in diameter and fit directly into a 4" NPT fitting. Tubes shall terminate a minimum of 4" from the bottom of tank. (2) Gauge Plates- Gauge plates shall be installed under each service fitting and manway opening. d) NPT Threaded Fittings (1) All threaded fittings shall be a material of construction consistent with the requirements of the U.L. label. (2) All standard threaded fittings shall be half couplings and shall be 4" in diameter. Reducers are to be used for smaller sizes where shown and provided by contractor. (3) Strength- NPT fittings shall withstand a minimum of 150 foot - pounds of torque and 1,000 foot - pounds of bending, both with a 2:1 safety factor. D. PART III: EXECUTION 1. Installation Contractor shall be trained by ,the tank manufacturer, the state or other approved agency. 2. Testing Tanks shall be installed and tested according to current double -wall installation instructions provided with the tank. E. PART IV: WARRANTY 1. Thirty year warranty against external corrosion, internal corrosion, structural failure, and material defects. C: \My Documents \fuel \design_criteria_sabey.doc - 7 - Created on 07/17/00 11:30 AM • • • • ar Sabey Corporation Generator Tank Design Guidelines Intergate Campus IV. TANK FITTINGS A. Turbine Pump 1. The entire pumping assembly shall have UL listing and shall meet all W requirements of UL Standard UL79. n U ; 2. The pump shall be available in 1/3, 3/4, and 1 1/2 horsepower sizes 0 0 and shall be manufactured to the proper length as determined by the tank y W diameter, type of tank, and bury depth. Pumps will have redundancy in case of electrical or mechanical failure. } N LL; 3. The pump motor shall have a thermal overcurrent overload protector W O' with automatic reset. g ' 4. The pump motor assembly shall be clearly marked with pertinent u. j information including Model, Horsepower, Voltage, Phase, and = a . Manufacturer. 1"' tu .; ? 5. Single phase pump motors shall be a permanent split phase capacitor, and shall incorporate a 15 mfd capacitor. O H > W uj 6. Standard units shall be compatible with fuel mixtures containing up to 2 D 15% ethanol or methanol with gasoline and 20% MTBE, 20% ETBE, or N U 17% TAME with gasoline and diesel fuels. 'p H- 7. The pumping unit shall not incorporate any flexible diaphragms and = W all sealing shall be accomplished with 0 -rings or UL recognized gaskets. 1- U O 8. The pump shall have a removable intake screen with openings no W Z; greater than 3/32 inch. U co 9. Acceptable manufacturers: FE Petro, Inc., Red Jacket or equal 0 Z B. Sump 1. Sump at submersible pump will provide leak detection for piping. Install new 42" FRP or Polyethylene sump. Install a 33 " -36" sump riser, high enough to reach within 4" of finished grade. Provide sump lid. Provide bulkhead fittings for product piping and electrical conduits. Environ, Total Containment or equal C. Fill I. Drop Tube - single point 4" Drop Tube, size to match tank diameter 2. Overfill Prevention Valve — Required to meet Overfill requirements. Install new OPW -61S0 or equal 3. Adapter and Cap —OPW 633T and 634TT or equal 4. Spill Containment Manhole — Required to meet Overspill requirements. Install new OPW 1 -2100 or equal. C: \My Documents \ fuel \design criteria_sabey.doc - 8 - Created on 07/17/00 1 1:30 AM • \ \• • • Sabey Corporation Intergate Campus Generator Tank Design Guidelines D. VentNapor 1. Extractor — 4 "x4 "x2" extractor, OPW 233V -4420 or equal. It is not recommended to use a ball float valve. They are not required if the Overfill prevention valve and cause problems with excessive pressurization. Recommend locating vent extractor within sump to protect against corrosion and allow for easy access for maintenance. 2. 4" Riser — Install new 4" black iron riser wrapped with (2) layers of 20 mil. Polyethylene tape "Polyken 930" by Kendall Co. or equal. 3. Vapor return fitting and cap —Not required. 4. Flexible connection — Install Titeflex 2 "x 18 ", MxF w/ swivel for vent and vapor connection. E. Tank Gauge and Interstitial 1. Manhole — Install new 18" Dia. Manhole, OPW 104AOW -1800 or equal. 2. 4" Riser — Install new 4" black iron riser wrapped with (2) layers of 20 mil. Polyethylene tape "Polyken 930" by Kendall Co. or equal. C: \My Documents \fuel \design_criteria sabey.doc - 9 - Created on 07/17/00 11:30 AM • Sabey Corporation Intergate Campus V. PIPING Generator Tank Design Guidelines A. Design I. The contractor shall provide a secondarily contained flexible underground piping system which shall provide secondary containment for all primary piping, couplings, fittings and adapters. The piping design shall allow any leak in the primary supply or secondary containment piping to be directed to a leak detection sensor. Piping design shall include piping conduit which permits retractability of the double wall pipe without the need for excavation. Acceptable manufacturers: Environ Geoflex -D with Geoduct, Total Containment Omniflex coaxial pipe with secondary pipe. B. Product Compatibility 1. The flexible underground piping and associated couplings, fittings and adapters shall be chemically compatible with the products to be distributed and with chemicals found naturally in the ground environment. C. Permeability _ - 1. The primary inner supply piping shall not permeate the liquid to be transferred of mow 1% of its total volume over a 180 day period of time. The secondary containment pipe shall not permeate the liquid to be transferred of more than 1% of its total volume over a 30 day period of time. D. Corrosion Resistance 1. The flexible underground piping and associated couplings, fittings and adapters which come in contact with the ground environment shall be made of non - metallic material or encapsulated by non - metallic components which prevent corrosion. E. Structural Integrity I. The flexible underground piping and associated couplings, fittings and adapters shall be designed and constructed of materials strong enough for its intended use. The flexible piping shall not collapse, crack or break due to ground movement or from backfill and high ground water pressures. F. Bend Radius 1. The double wall flexible piping shall be capable of a minimum bend radius equal to twelve (12) times the diameter of the pipe diameter without kinking, cracking or breaking. G. Operating Pressures & Vacuums 1. For pressure piping systems the primary supply pipe shall have a maximum operating pressure of at least 2 -1/2 times that of the pump's normal operating pressure. For suction systems the pipe shall be capable of withstanding 29" mercury vacuum. C: \My Documents \fuel \design criteria_sabey.doc - 10 - Created on 07/17/00 11:30 AM Sabey Corporation Generator Tank Design Guidelines Intergate Campus H. Pipe Expansion 1. The primary supply pipe shall not expand more than .0025% in diameter and overall length when pressurized to 60 psi to permit accurate pressure decay readings by an in -line leak detector. I. Interstitial Interconnection 1. All primary and secondary piping shall be connected in such a way as to permit integrity testing of both during installation, as well as at periodic intervals in the future. Both primary and secondary piping shall remain continuous during operation. J. UL ® Testing 1. Both the primary and secondary piping and their associated fittings shall be independently tested in accordance with UL 971. K. WARRANTY 1. Thirty Year Warranty ( "Seller ") warrants that products sold by it which are incorporated into its Piping System, as herein defined, shall be of good materials and workmanship and free from functional defects for a period of thirty (30) years from date o(sale, excepting products containing electrical components, which shall be of good materials and workmanship and free from functional defects for a period of one (1) year from date of sale. Seller further warrants that such products used in their intended applications shall be compatible with gasoline, gasohol, ethanol, methanol, kerosenejet "A ", aviation fuel, diesel fuel and motor oil. 2. The Piping System shall consist of the Seller's flexible piping, containment sumps, pipe entry seals and associated connection devices providing that all containment sumps are equipped with a leak detection sensor which is third party approved. L. Vent and Vapor Recovery Piping New vent will be single wall construction and shall slope from vent risers back to the tank connection at' /" per foot slope. Piping must be installed per manufacturer's specifications and air tested. Contact local Fire Marshall for inspection. Acceptable piping shall be one of the following: 1. U.L. listed rigid fiberglass piping. Smith Red Thread or equal. 2. U.L. listed flexible piping. Environ GeoVent, Total Containment Monoflex or equal. C: \My Documents \ fuel \design_criteria_sabey.doc - 11 - Created on 07/17/00 11:30 AM 4 .4 \\s' Sabey Corporation Intergate Campus VI. ELECTRONIC TANK MONITORING A. Monitor Electronic tank monitor to be installed in the building in a conspicuous location. Monitor will be equipped with the following features (Veeder Root TLS -300 plus with CSLD or equal): 1. Two line, 24 character - per -line LCD 2. Three front panel lamps to provide a visual indication of power -on, 0 § ' warning and alarm conditions. ca W 3. An internal audible warning and alarm indicator. LL; W O, u_< Ma ; 6. Input/Output functions provide for a solid -state or switch inputs from to external devices and for relay outputs to overfill alarms and external ?; audible and visual warning devices. _ _ 0!. 7. Communications interface functions. External interface provided via W W RS -232 Interfaeewith auxiliary port and printer interface. v fa 8. Records generator activity ;0 9. Complete inventory records before and after generator activity W W B. Tank level probe - 0 Tank level probe shall be compatible with monitoring system and shall have 0.2 W Z- gph leak detection capability. Probe shall detect fuel and water level separately. V P.` Supplied with 4" float kit. Veeder Root #8473 Magnorestrictve Probe .2 gph or 0 equal. 4. An integral report printer with built -in take up spool. 5. Monitoring functions such as continual inventory monitoring and interstitial leak sensing provided via probe and sensor interfaces for up to 12 tanks and 64 sensors. C. Pump sump Sensor which detects liquid and triggers an alarm at the monitor. Veeder Root 794390 or equal. D. Hydrostatic Sensor Sensor which detects fluid level changes in brine - filled reservoirs. Veeder Root 7943 Generator Tank Design Guidelines C : \My Documents \fuel \design_criteria sabey.doc - 12 - Created on 07/17/00 11:30 AM Shown with Optional Equipment FEATURES • CAT° DIESEL GENERATOR SETS Factory designed, certified prototype tested with torsional analysis. Production tested and delivered to you in a package that is ready to be connected to your fuel and power lines. EPG Designer computer sizing available. Supported 100% by your Caterpillar dealer with warranty on parts and labor. Extended warranty available in some areas. The generator set was designed and manufactured in an ISO 9001 compliant facility. Generator set and components meet or exceed the following specifications: ABGSM TM3, AS1359, AS2789, BS4999, BS5000, BS5 D1N6271, DIN6280, EGSA101P, IEC 34/1, 1503046/1, IS08528, JEM1359, NEMA MG1 -22, VDE0530, 89/392/EEC, 89 /336 /EEC. CATERPILLAR° SR4B GENERATOR Type Brushless, revolving field, solid -state exciter Construction Single bearing, close coupled Three phase Wye connected Insulation Class H with tropicalization and antiabrasion Enclosure Drip proof IP 22 Alignment Pilot shaft Overspeed capability 150% Wave form Less than 5% deviation Paralleling capability standard with adjustable voltage droop Voltage regulator 3 -phase sensing with Volts- per -Hertz Voltage regulation Less than t 1/2% Voltage gain Adjustable to compensate for engine speed droop and line loss 18 Generator Set TIFF ... THE .. C EJ 14Alt CONTROL 24 oit D�`fvont fol �'; o . Terminal b moCint€ I Vibration isolated fir' 3516B 1800 rpm 2000 kW 60 Hz Standby Power CATERPILLAR* ENGINE SPECIFICATIONS V -16, 4- Stroke -Cycle Watercooled Diesel Bore — mm (in) 170 (6.7) Stroke — mm (in) 190 (7.5) Displacement — L (cu in) 69 (4210) Compression ratio 14:1 Oil CF -4 RECEIVED CITY OF TUKWILA AUG -- 8 2000 PERMIT CENTER ▪ RELIABLE, FUEL EFFICIENT DIESEL The compact, four - stroke -cycle diesel engine combines durability with minimum . weight while providing dependability and economy. The fuel system operates on a variety of fuels. • CATERPILLAR' SR4B GENERATOR Single bearing, wye connected, static regulated, brushless self excited generator designed to match the performance and output characteristics of the Caterpillar diesel engine that drives it. • EXCLUSIVE CATERPILL VOLTAGE REGULATO Three -phase sensing regulation give pre loading, and con operating ran ertz lent block normal d0 ? 'P.. Let, an 50 that3% ;U� ; e • J PANEL` •Y r� CORRECTION NEMA 1 /IP 23 enclosure Electrically dead front Lockable hinged door Generator instruments meet ANSI C -39 -1 Voltages Available 60 Hz 989; 480, 699; emit X69 (Adjustable a minimum of t10 %) Other voltages available - consult your Caterpillar dealer. Some voltages require derating. LT R# I • PACKAGE SET PERFORMANCE 3516B DI TA SC DRY MANF TURBO QTY 4 PARALLEL ADEM GOV DM1394 -10 PGS STANDBY 60 HERTZ EMISSIONS STRATEGY A/C TEMP: DEG F 140 GEN 2000.0 W/F EKW 2060.0 W/O F EKW W/F BHP 2876 W/0 F BHP @ 1800 RPM GENERAL PERFORMANCE DATA GEN PER ENG ENG S FUEL FUEL INTAKE INTAKE INTAKE EXH EXH EXH W/F CENT PWR BMEP CONSUM RATE MANF T MANF P AIR FL MANF T STK T GAS FL EKW LOAD BHP PSI LB /BHP -HR GPH DEG F IN -HG CFM DEG F DEG F CFM 2000.0 100 2847 298 .357 145.4 186 81.6 6172 1245 963 17051 1800.0 90 2565 268 .354 129.6 181 75.5 5918 1162 893 15512 1600.0 80 2285 239 .350 114.3 175 67.7 5565 1090 838 13979 1500.0 75 2146 224 .349 107.0 172 63.4 5360 1058 815 13209 1400.0 70 2007 210 .348 99.8 169 58.9 5138 1028 794 12440 1200.0 60 1730 181 .350 86.4 164 49.7 4647 978 772 11027 1000.0 50 1454 152 .353 73.4 159 40.5 4138 928 750 9636 •800.0 40 1183 124 .361 60.9 155 31.4 3619 875 728 8277 600.0 30 908 95 .373 48.4 152 22.6 3086 805 702 6903 500.0 25 769 80 .384 42.2 151 18.2 2818 764 687 6215 400.0 20 629 66 .401 36.0 149 14.1 2567 718 665 5544 200.0 10 346 36 .483 23.9 147 8.0 2207 595 570 4357 SOUND (NOISE) DATA - EXHAUST ® 4.9 FEET GEN PER OVERALL OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCF W/F CENT SOUND 63HZ 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ EKW LOAD DB(A) DB DB DB DB DB DB DB DB 2000.0 100 116 107 , 121 117 109 108 109 109 107 SOUND (NOISE) DATA - MECHANICAL ® 3.2 FEET GEN PER OVERALL OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCF W/F CENT SOUND 63HZ 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ EKW LOAD DB(A) DB DB DB DB DB DB DB DB 2000.0 100 111 113 . 123 114 105 101 101 99 103 EMISSIONS DATA * * REFERENCE NOTES - NOMINAL EMISSIONS DATA MEASUREMENT IS CONSISTENT WITH THOSE DESCRIBED IN EPA CFR 40 PART 86 SUBPART D AND ISO 8178 -1 FOR MEASURING HC, CO, CO2 AND NOX. THESE PROCEDURES ARE VERY SIMILAR TO THE METHODS DESCRIBED IN EPA CFR 40 PART 60 APPENDIX A METHOD 25A FOR HYDROCARBONS, METHOD 10 FOR CO, METHOD 7E FOR NOX. DATA SHOWN IS BASED ON STEADY STATE ENGINE OPERATING CONDITIONS OF 77 DEG F, 28.42 IN HG AND NUMBER 2 DIESEL FUEL WITH 35 DEG API AND LHV OF 18,390 BTU /LB. THE DATA SHOWN IS SUBJECT TO INSTRUMENTATION, MEASUREMENT, FACILITY AND ENGINE TO ENGINE VARIATIONS. 20 "1 1 1 r1 1 1 -rl - n 1 1 .)UUIvli 1 lI t_ 11 I (2(do.o� tt n p 0 IA C W W ! I C. Z U N ' O Z GEN PWR 4 EKW LOAD ENG NOX PWR (AS NO2) BKW * * * CO * * * TOTAL HC G /HP -HR CO2 * * 2000.0 100 2123.4 5.46 .35 .13 1466.4 1500.0 75 1600.4 5.44 .35 .19 1076.9 1000.0 50 1083.9 5.42 .47 .25 737.7 500.0 25 573.5 6.49 .73 .32 423.9 AT RATED: WET EXHAUST MASS WET EXHAUST FLOW ( 963 DEG F STACK TEMP ) WET EXHAUST FLOW RATE ( 32 DEG F AND 29.98 IN HG DRY EXHAUST FLOW RATE ( 32 DEG F AND 29.98 IN HG FUEL FLOW RATE 21 02 (DRY) PART IN EXH SMOKE BOSCH MATTER (VOL) OPAC SMOKE * * * * % % NO. ) ... ).. SUBMITTAL t# .103 .119 .171 .230 9.90 2.1 11.70 2.1 12.70 2.7 14.10 2.9 28175 LB /HR 17068 CFM 5898 STD CFM 5389 STD CFM 144.5 GAL /HR 1.28 1.28 1.28 1.28 i SIBEY CORPORATION August 29, 2000 Ken Nelson, Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98168 Re: Exodus Seattle 3 Tenant Improvement (Phase 1), Rev. #2 Permit Application Number D2000 -208 Dear Mr. Nelsen: In response to your memo to Brenda Holt dated July 28, 2000, please accept Sabey Corporation's submission to Revision #1 to the above referenced permit application. I am attaching (4) complete sets of the updated drawings addressing the items in your review letter. Outlined below are our written responses to your comments: Item #4: Reference attached raised flooring submittal for Phases 1 -5. Item #5: See attached revised architectural drawings dated 8/25/00. Item #9: See attached revised architectural drawings dated 8/25/00. I hope this response answers the issues outlined in your letter. If you have any further questions regarding the above or other issues, please feel free to contact me at my office at (206) 277 -5221 or on my cell at (206) 571 -1641. S erel Steven . Bla Sabey Architecture encl cc: R.Hagler REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 1)2.000- log 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 CORRECTION LTR# a 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com RECEIVED CITY OF TUKWILA AUG 2 9 2000 PERMIT CENTER August 25, 2000 Steve Black Sabey Corporation 12201 Tukwila International BI. Tukwila, WA 98168 Dear Mr. Black: city of Tukwila Department of Community Development Steve Lancaster, Director SUB ECT: CORRECTION LETTER #2 Development Permit Application Number D2000 -208 Exodus Communications — Phase 3355 South 120 Place This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Department. At this time the Fire Department, Planning Department, and the Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review 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 the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -208 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 August 23, 2000 Dear Mr. Lund: Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director Haynes Lund Sabey Corporation 12201 Tukwila International Bl, 4` Floor Seattle, WA 98168 xc: Ken Nelsen, Plans Examiner File No. D2000 -208 RE: Preliminary Review Comments Exodus Seattle 3 — Phase I — 3355 South 120` Place (D2000 -208) The Tukwila Building Division has completed their review of the application materials you submitted on August 8, 2000 in response to correction letter #1. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Building Division comments and /or corrections, please contact Ken Nelsen, Plans Examiner, at (206)431 -3670. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206-431-3665 him 2 ; ' ; § ' ta 9 w ND' W Z �% uj 2 U ms 's; O --. G1- cy O ill Z ' tr- Co. 0 z BUILDING DIVISION REVEIW Plan Review: Ken Nelsen, Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431 -3670 Date: Aug. 22, 2000 Project Name: Exodus — Phase 1, Tenant Improvement Permit Application (follow -up) Application #: D2000 - 208 A follow -up plan review has been completed on the corrections received on August 8, 2000. Please address the remaining issues in an itemized format, accompanied with applicable revised plans and /or documentation. The following are additional remarks regarding issues from my July 27,2000 review letter: #4. Raised computer floor system; Provide general plan notes requiring the floor system manufacturers specification and installation instruction be on site and available to City of Tukwila Building Department staff. #5. UPS rooms; Provide a specific general note on the plans regarding the requirements of 1997 Uniform Fire Code Article 64. Additionally, on the floor plan add the reference to the UPS areas as also (battery rooms). #9. Exterior door #130D; Door #130D must be included as a part of the revised corridor #145. Door #130D will be approved as an access to a exit discharge per U.B.C. Section 1006 provided the following conditions are met Corridor #145 must remain and be re- designed as a permanent 2 -hour exit passageway as described in U.B.C.1005.3.4. The exit discharge outside area of door #130D must be provided with permanent identification egress route to the open yard, i.e., sidewalk, painted area no parking areas, and /or guard posts. Passageway #145 must not be interrupted by intervening rooms such as Customer Staging #127. Plan general notes and door schedules must reference the minimum requirements of U.B.C. 1003.1.1 and door hardware per Section 1003.3.1.8. No further comments at this time. 50 100 150 200 '6311130 11N 11:13d 300 oaaZ 8 - onv tfllta ll 30 A110 03A13J3 250 01 O 0 Sound Pressure Level (dBA) N W - U U 1 0A1 T, 0�0 C 0 0 O 'a C m o ✓ t. C Z � o , ID co (D < w 0 3 5 Itt NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE. QUALITY OF THE DOCUMENT. 80 75 70 50 45 40 Exodus Seattle - Ill RECEIVED CITY OF TUKWM Figure 2. Predicted Rooftop Unit Noise Spectra AUG - 8 2000 63 125 250 500 1000 2000 4000 Octave Band Center Frequency (Hz) PERMIT CENTER 8000 f East Property Line (66 dBA) —A —Group Health Building Roof (77 dBA) —B— South Property Line (68 dBA) —A—King County Residences (67 dBA) SIBEY CORPORATION August 7, 2000 Nora Geirloff, Associate Planner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98168 Re: Exodus Seattle 3 Tenant Improvement (Phase 1), Rev. #1 Permit Application Number D2000 -208 Dear Ms. Geirloff: In response to your memo to Brenda Holt dated July 28, 2000, please accept Sabey Corporation's submission to Revision #1 to the above referenced permit application. Outlined below are our written responses to your comments: Item #1: Exodus' standard for generator testing requires that each unit be tested individually, in sequence on a weekly basis. Each generator will be tested for a period of half an hour during normal weekday business hours (8:00am — 6:00pm). Item #2: Item #3: Item #4: See attached generator emissions data. The fuel system distribution and monitoring plans have been submitted to the city on July 26 2000 (permit #MI2000- 181,). The submittal is currently under review and will be forwarded to the Fire Department upon issuance. Attached is a copy of the Landlord's guidelines for UST design, installation and monitoring. All spill protection, control, monitoring and notification will meet state DOE and federal EPA requirements. I hope this response answers the issues outlined in your letter. If you have any further questions regarding the above or other issues, please feel free to contact me at my office at (206) 277 -5221 or on my cell at (206) 571 -1641. Sincerel Steven D. Black Sabey Architecture encl cc: R.Hagler REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING See attached acoustical report. 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168-5121 RECEIVED CITY OF TUKWILA AUG -- 8 2000 PERMIT CENTER CORRECTION LT R# PLOW ZOa 206/ 281-8700 main line 206/ 282 -9951 fax line www.sabey.com SABEY ii..s fd CORPORATION August 7, 2000 Ken Nelson, Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98168 Re: Exodus,Segttle 3 Tenant Improvement (Phase 1), Rev. #1 Permit Al Olication Number D2000 -208 Dear Mr. Nelsen: In response to your memo to Brenda Holt dated July 28, 2000, please accept Sabey Corporation's submission to Revision #1 to the above referenced permit application. I am attaching (4) complete sets of the updated drawings addressing the items in your review letter. Outlined below are our written responses to your comments: Item #1: Refer to revised drawing list for included drawings. Those drawings indicated with a bullet are included as part of this submittal. Item #2: See attached 11x17 preliminary parking plan (8/4/00). Item #3: See attached phasing plans. Item #4: The raised floor system will be a bolted steel stringer system. Each pedestal will be anchored to the slab on two opposite points of the base directly to the concrete slab. The floor panels are secured to the stringer system by a self fastening tab incorporated in the head of the pedestal. The floor system will be independent of the perimeter walls. Item #5: The "Break -Out team Meeting Area" has been reclassified as "Open Office ". This space will function as the administrative offices and will contain open workstations. The "UPS (Uninterrupted Power Source) Room" is an electrical equipment room. These rooms serve the data center floor with primary power by regulating the utility power. In the event that the utility power should be interrupted, the batteries in the UPS equipment will carry the load of the utility power until the back -up generators come on line and pick up the load. Item #6: Reference revised sheet A8.10 (Rev #2 8- 4 -00). Item #7: Reference revised sheets A2.22 and A2.12 (Rev #2 8- 4 -00). Item #8: A) Reference revised sheets A2.22 and A2.12 (Rev #2 8- 4 -00). B) Reference revised sheets A2.22 and A2.12 (Rev #2 8- 4 -00). C) Reference revised sheets A2.22 and A2.12 (Rev #2 8- 4 -00). D) Reference sheets A7.11 and E2.11. Item #9: Reference revised sheets A2.22 and A2.12 (Rev #2 8- 4 -00). Item #10: Reference revised sheets A8.12, detail S124. The security room and its vestibule are intended to control access into the building. This will be a "check point" for visitors and employees entering the building at the receiving area. All visitors entering the facility here will be REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 RECEIVED CITY OF TUKWILA AUG - 8 2000 PERMIT CENITEF+ CORRECTION LTR # 206/ 281.8700 main line 206/ 282 -9951 fax line www.sabey.com co w W o } . tn I . H W 3 O. .. U CO! O G 1`: `W J. Vi 0 • Z; V cal Item #11: Reference revised sheets A9.10 (Rev#2 8- 4 -00). All openings are included in door schedule. Item #12: Reference revised sheets A2.22 (Rev#2 8- 4 -00). Item #13: Floor slab is rated at 2 hours. Item #14: 2" means of egress is to Stair 2. Travel distance equals 240 feet. Item #15: Per City of Tukwila's request, this scope is deleted from this permit application. Item #16: Mechanical platform structure and fuel tank/fuel system design have been submitted for under a separate permit. Reference miscellaneous permit MI2000 -181. I hope this response answers the issues outlined in your letter. If you have any further questions regarding the above or other issues, please feel free to contact me at my office at (206) 277 -5221 or on my cell at (206) 571-1641. Sincerel teven D. Black Sabey Architecture encl cc: R.Hagler dropping equipment off or using the Customer Staging Area to assemble equipment. Exiting has been revised so that people exit Stair 2 by entering a 2 hour rated corridor (RM 145) that directs the path of egress to exterior door #142. SBEY ,.CORPORATION August 3, 2000 Dear Nora: Nora Gierloff, Associate Planner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98168 Re: Exodus Seattle 3 (Phase 1) Roof Top Equipment Permit Application Number D2000 -208 RECEIVED CITY OF TUKWILA AUG - 8 2000 PERMIT CENTER The purpose of this letter is to address the acoustical report for roof top equipment at the above referenced project. The report submitted to you dated July 19, 2000, outlines the impact of the roof top equipment for the Exodus Seattle 3 project. You will notice that at the adjacent property lines the noise level falls within the required levels for the MIC/H zoning. However, for the residential properties across Tukwila International Boulevard and west of the Sabey owned Intergate West campus, the design does not currently meet the required noise levels for the residential zoning. We are currently working with the manufacturer of the units to develop a plan to modify the condenser fans in such a manner that will allow the units to meet the required sound levels. It is my understanding, based on our telephone conversation yesterday, that even - though the current design does not completely satisfy the Tukwila Noise Ordinance, this will not hold up the - review of the mechanical permit. It is also my understanding that the city will not issue the mechanical permit until a design is produced that will reduce the noise level of the roof top equipment that meets the required residential noise levels. If you have any further questions regarding the above or other issues, please feel free to contact me at my office at (206) 277 -5221 or on my cell at (206) 235 -6964. even D. Blac Sabey Architecture REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168.5121 CORRECTION LTR# DLoco-w6 206/ 281.8700 main line 206/ 282 -9951 fax line www.sabey.com W 8 N G 9 to �� „ Q N om; W ' 111 uj O N ,' OI-- W W H V - 04 tl V � i Z July 28, 2000 Steve Black Sabey Corporation 12201 Tukwila International B1, 4th Floor Seattle, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -208 Exodus Seattle 3 — Phase I 3355 South 120th Place Dear Mr. Black: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has 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. Sincerely, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl xc: File No. D2000 -208 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431 -3665 w _. w 0 u. 3 O � Z 1-- O Z W moo 'O' 0 F-! w W' O : Z U N` Off BUILDING DIVISION REVEIW Date: July 27, 2000 Project Name: Exodus - Phase 1, Tenant Improvement Permit Application Application #: D2000 -208 U) w ; w 0 2 g a � ' A general Building Division plan review has been completed for the subject project. Please N LIJ address the following comments in an itemized format, accompanied with applicable revised 3. plans and /or documentation. - o ` w ui 1. The following list of architectural plans sheets are missing from the sets reviewed, A1.2, 2 o A1.11, A2.41 through A2.46, A8.2, A8.3, A9.11, A9.12 and A9.13. (If any of these o w, sheets are not applicable to the phase 1 scope of work or are for reference only, indicate so ° F= w on the plan index.) _ o 1- ,, 2. Regarding sheet A1.2 "Parking ", this sheet must reflect the proximity of the required Barrier Cu co Free Parking to the tenant main entry doors. P. i 0 z Plan Review: Ken Nelsen, Plans Examiner fal ..... O . W ...p mt :: igy : Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 3. It is not entirely clear as to what construction is intended under the phase 1 scope of work. For example, the single diagonal line shaded areas are assumed to represent the areas of . work as they are referenced by a few arrowed notes. However, the diagonal shading is not keyed on the plans or shown in the plan symbols. Additionally, on the second and third floor plans it appears there are raised floor system grids. Again, these grids are not keyed or symbolized as to what they are. Also, a diamond symbol with the number 3in it is shown on sheet A2.12 and has no connecting reference? Review the intended scope of work and clarify these symbols on the revised plans. 4. Regarding raise floor systems, provide cross - section detail and specification for these systems. Note any seismic zone 3 requirements. 5. Provide a narrative description of the occupancy use for the "Break-out Teaming Meeting" areas and "UPS" rooms. 6. Provide the wall construction schedules and wall detail cross sections. Details must include insulation "R" value requirements between conditioned and semi or non conditioned spaces per the Washington State Energy Code. Ii Page 2 of 3 Review D2000 -208 7. Identify on the plans the extent of rated occupancy separation walls and floors for the H -3 generator rooms to other occupancies. 8. Regardless of the project phasing, the "means of egress" at some first floor areas are non- complying with U.B.C. Chapter 10. Specifically conference rooms #104, #105, #106, breakout meeting room #114, and Administration room #121, see itemized below. • The cumulative occupancy load of Conference rooms #104, #105, #106 that travel through the intervening hallway "Entry #102 ", requires that area #102 be provided with a second separate exit per U.B.C. 1004.2.3.3. • The "break -out teaming meeting area # 114" is required to have separation of its exits by one half the diagonal of the space, U.B.C. 1004.2.4. • Administration room #121 also requires a second half diagonal exit. Door #102D may not be used because it exits into an enclosed fuel storage yard. Also the "security vestibule #119" may only be used as one allowed intervening room if all its door hardware complies with U.B.C. 1003.3.1.8, detail the use of the security hardware proposed. • The revolving entry lobby doors #100B will not comply as exit doors unless they are specified to collapse as required in U.B.C. 1003.3.1.2 exception 1. Provide the revolving door specification or relocate the exit sign to door #100A on the reflective ceiling and electrical plans. 9. Exterior exit door #130D is the only exit for stair enclosure # 2 and for those portions of the first floor served by it. This door will not be approved as an exit because it is required to open to an exit discharge or public way. As currently shown it opens on to the fuel storage yard and is below the mechanical platform. Provide an alternate exit location or alternate egress design for the exit discharge complying with U.B.C. Section 1006.1. 10. Provide an enlarged plan view and a narrative description of the functions of the security vestibules numbers 119 and 126. Include the intervening rooms and spaces. For example, the stair #2 exit enclosure does not mach with the building shell drawings. These vestibules not only must provide for proper egress, they must also provide for accessible routes of travel. 11. A glazing schedule must be provided for applicable windows such as shown for the security room number 124. ..w..,.,.,.,,,»»�,,.nyP..._ .mti� pt+�w7.r ,.:, «x�.•.r..:{,e+:.a;mr �R: wrn4n9+'H!�,xi' .t?il,, :+�iM1 i7f a.�' �.°�., Y? g Page 3 of 3 Review D2000 -208 12(a) The Southeast corner of the second floor combined office, conference, lunch and lobby areas are required to have a second separate exit per U.B.C. 1004.2.3.2. 12(b) The same condition occurs for the third floor office etc. areas. 13. The second floor office area noted above in comment number 12(a), also includes rest rooms. These rest rooms are directly over the H -3 generator rooms. Provide plan details to show how the required one -hour occupancy separation will be maintained at the restroom floor. Show plan details of any proposed plumbing chases or enclosed space for plumbing pipes. 14(a) The portion of the second floor "Production" area within grid lines "J" through "P" and "14" through "16" exceed the 250 feet travel distance allowed by U.B.C. Section 1004.2.5.2. Provide a revised correction for this travel distance deficiency. 14(b) The same condition in the same grid area also occurs on the third floor. 15. The structural calculation and a soils report for the outside mechanical platform have not been provided with this submittal. 16. Special note concerning the mechanical platform over the underground fuel tank area. It is the preference of this Department that the platform, storage tanks and tank area shoring be submitted together on one permit package. No further comments at this time. July 19, 2000 Sabey Corporation 12201 Tukwila International Blvd., 4 Floor Seattle, WA 98168 -5121 Attention: Mr. Steve Black Subject: Exodus Seattle - III Rooftop Equipment Noise Analysis Dear Steve: RECEIVED CITY OF TUKWILA AUG - 8 2000 PERMIT CENTER This report summarizes my findings regarding the issue of environmental noise radiation from the rooftop mechanical equipment proposed for the Exodus Seattle - III project at Intergate East (Building #5) in Tukwila, WA. Intergate East is a five building industrial complex located between Highway 99 (Pacific Highway South) and East Marginal Way, just south of South 120 Place. This report presents the results of an acoustical analysis of the proposed rooftop mechanical equipment described on the architectural and mechanical drawings dated 6/26/00. CORRECTION Project Description LT R# The mechanical equipment scheduled for the roof of this project includes a total of 104 Trane model SXHGD134 air - conditioning units, 50 Aerovent model HVWPX -72 exhaust fans, 2 Leibert model CD -308L air cooled condensers, 3 smaller Trane air - conditioning units, and several small exhaust fans, which have yet to be shown on the drawings. Actually, the 6/26/00 roof plans for the project only show only 42 of the 107 Trane air - conditioning units and 20 of the 50 Aerovent exhaust fans, the units included in Phase 1 and Phase 2 of the project. However, this analysis has included all of the proposed equipment assuming that the equipment will be distributed over the remainder of the roof in a similar fashion. The project is located within the City of Tukwila, and the Tukwila Noise Ordinance (Chapter 8.22) governs the maximum permissible sound levels as noise is radiated across property lines. The subject property is zoned industrial, and so is the adjacent property in all directions. There is a private residence located approximately 270 feet south of the building, but the home is located on property that is zoned industrial. The nearest property that is zoned residential is in King County on the west side of Highway 99 — approximately 1000 feet southwest of the site. HCOUSTICS.I Consulting Services in Sound & Vibration Control lent' G. Lilly, P.E. President 5266 NW Village Park Drive Issaquah, WA 98027 Phone: (425) 649.9344 Fax: (425) 649 4)737 re 0 ( 1 t i . 2 U O` o -; 0 t— _ r . IL. IS U N , 0 z . Exodus Seattle - III 07/19/00 Page 2 of 3 HCOHSTICS,IAC. According to the Tukwila Noise Ordinance, the maximum allowable noise level radiating z from equipment serving this project to near -by industrial -zoned properties is 70 dBA. 1 I '. This noise limit applies to continuous noise sources that are steady with time. The z `' rooftop units proposed for this project meet this description. The nearest property line is w 2 to the east, approximately 80 feet from the edge of the building. The property lines to the o south and west are 100 feet from the edge of the building. Equipment noise levels must U) G cn be at or below 70 dBA at all times and at locations on neighboring properties to meet the L' intent of the noise ordinance. R E C TUK WI►A v u C ITY OF w 0 Equipment Noise Levels AUG - 8 200 g J IT CENTER LL Noise data for the rooftop equipment was obtained from certified laboratory tests'u CO ' a ARI Standard 370 (for outdoor air - conditioning units) or AMCA Standard 300 (for i • exhaust fans), and all data was provided by the equipment manufacturer. The noisiest z 0 equipment scheduled for the roof are the 104 Trane model SXHGD134 air - conditioning w o' units, which have a nominal cooling capacity of 140 tons. Each of these units has an ? m overall A- weighted sound power level of 106 dB (ref. 1 picowatt). The total sound c) N power level of all 104 units is 126 dB (ref. 1 picowatt). O =, Di— w w Each of the 50 Aerovent model HVWPX -72 exhaust fans will exhaust 72,000 CFM from the building, which equals a total exhaust capacity of 3.6 million CFM. The A- weighted "-- O sound power level of each of these exhaust fans is 97 dB (ref. 1 picowatt). The total A- . z weighted sound power level of all 50 Aerovent exhaust fans is 114 dB (ref. 1 picowatt). P. 1 0 z The remaining rooftop units have A- weighted sound power levels that range from 70 to 96 dBA (ref. 1 picowatt), with a total A- weighted sound power level less than 100 dB (ref. 1 picowatt). When all of these sources are added together the total A- weighted sound power level is 126 dB (ref. 1 picowatt), which is the same as the total for the 140 ton Trane air - conditioning units. Predicted Noise Levels Rooftop equipment noise levels have been calculated at 6 feet above ground level at several distances from the building. As it turns out, locations close to the building are less noisy than other locations farther away because of the shielding effect of the building. For example, a listener positioned less than 100 feet from the edge of the building is not able to see any of the rooftop equipment because the outer row of units is set -back about 18 feet from the edge of the roof. As you move away from the building the noise level increases because you are moving out away from the shadow zone near the edge of the building. At about 150 feet from the edge of the building the noise level from the rooftop equipment peaks, then begins to decrease with increasing distance from the building. The predicted noise level from all rooftop equipment operating at full load Exodus Seattle - III 07/19/00 Page 3 of 3 encl. Very truly yours, JGL Acoustics, Inc. Jerry G. Lilly, P.E. President Member 1NCE, ASA, NCAC is shown in Figure 1 as a function of distance from the east wall. Because the rooftop equipment is uniformly distributed over the entire roof surface, this same effect will occur in all directions. The highest noise level is expected to be 69.4 dBA at a distance of 150 feet from the face of the building. Noise levels from the rooftop units on this project will increase significantly with increasing elevation above the ground, because of the loss of the effects of shielding from the edge of the building. For example, the expected noise level on the roof of the Group Health building to the east is 77 dBA. This is not likely to be a concern since the roof is not occupied, however, if west facing windows on the upper floor of the Group Health building are operable, it could result in excessive noise inside these offices. The residential properties on the west side of Pacific Highway South are also well above the elevation of the Exodus Seattle — III building, and therefore will receive little or no shielding from this noise. The predicted noise level at the residential properties 1000 feet west of this project is 67 dBA, which is above both the daytime and nighttime limit for an industrial source and a residential receiver. Noise Mitigation Noise from the proposed rooftop equipment is expected to meet the noise ordinance requirements at all of the adjacent properties surrounding the site. However, noise from this same equipment is expected to exceed the noise ordinance at the residential properties on the hill west of Pacific Highway South by 7 dBA during the day and by 17 dBA at night. There is no simple means of mitigating this noise. It may be possible to find quieter equipment, but it is unlikely that equipment of the same capacity is available at the required sound levels. In addition to locating quieter equipment, it may also be necessary to provide speed reduction on the condenser fans. Running the condenser fans at 'A speed at night should reduce noise levels by at least 10 dBA. c \N OF IWG $ Z000 PeR►AV cegTeB RC0USTIC LU ' ' N ` W = ; CO u. w 0 .. J' F- 3 z ►- 0 Z la U � O N 0 I- I V u_ 1 - 0 u i z ; 0 1- z t S July 18, 2000 Steve Black Sabey Corporation 12201 Tukwila International Blvd, 4 Floor Seattle, WA 98168 RE: Preliminary Review Comments Exodus Seattle 3 — 3355 South 120 Place (D2000 -208) Dear Mr. Black: The Tukwila Public Works Department has completed their review of the application materials you submitted on June 28, 2000. The attached comments and /or corrections must be addressed before we can recommend approval of your permit(s). Preliminary comments from the Planning Division, were sent to you on July 7, 2000. Please be aware that you will probably receive comments and /or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Public Works Department comments and /or corrections, please contact Mike Cusick, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely Brenda Holt Permit Coordinator encl City of Tukwila Xc: Mike Cusick, Develops t Engineer File No. D2000 -208 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 _..bauw < „t ft.. 2 ; '., 001 co o ' cow, W 0 LL Q i d Z Z 1- W 0 ,„ i0 N 0 WW O : Z ; tii P FILE: APPLICANT: ADDRESS: DATE: PLAN REVIEWER: (Exodus) Review Comments Public Works Department D2000 -208 Exodus Communications Phase I 3355 S 120` P1 7/13/00 ✓�� Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. 1. Please complete the attached Non - Residential Sewer Use Certification and return it to the City of Tukwila. 2. Sheet P1.1 references civil drawing for 6" sidesewer and 4" cold water. No civil drawing was included in the submittal package. July 7, 2000 City of Tukwila Department of Community Development Steve Lancaster, Director Steve Black Sabey Corporation 12201 Tukwila International Blvd, 4 Floor Seattle, WA 98168 RE: Preliminary Review Comments Exodus Seattle 3 — 3355 South 120` Place (D2000 -208) Dear Mr. Black: The Tukwila Public Works Department has completed their review of the application materials you submitted on June 28, 2000. The attached comments and /or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Planning Division comments and /or corrections, please contact Nora Gierloff, at (206)431 -3670. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431- 3670. Sincerely Gikuth dm- Brenda Holt Permit Coordinator end Xc: Nora Gierloff, Assoc* Planner File No. D2000 -208/ Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431.3665 ....� a141 -. .icu§G y.:ao:; +ii!4 DATE: July 6, 2000 PROJECT NAME: Exodus Phase 1 TI PLAN CHECK NO.: D2000 -208 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. Items to be addressed for Exodus TI: PLANNING DIVISION COMMENTS • Provide a generator testing schedule that includes number of generators to be tested simultaneously, hours of testing, duration of tests ■ Provide information about how operations (HVAC and generators) at Exodus will meet Tukwila's Noise Ordinance, TMC 8.22 • Provide information about how the generators will meet the air quality standards of the Puget Sound Air Pollution Control Agency • Provide a copy of your Spill Protection and Control Plan for the diesel tanks (if this has not already been provided to the Fire Department) oc 2 o V' 2 w' • w w o. J r LL <. N 1 w , uj W 2 Cl, OO -} i O F- Wi — O Z w co O r z DATE: July 6, 2000 PROJECT NAME: Exodus Phase 1 TI PLAN CHECK NO.: D2000 -208 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. w 0 a -J LL ' • Provide a generator testing schedule that includes number of generators to be tested N C simultaneously, hours of testing, duration of tests I w t Z • Provide information about how operations (HVAC and generators) at Exodus will 0' meet Tukwila's Noise Ordinance, TMC 8.22 w w' • Provide information about how the generators will meet the air quality standards of 'v O the Puget Sound Air Pollution Control Agency 0 �r • Provide a copy of your Spill Protection and Control Plan for the diesel tanks (if this w ILL has not already been provided to the Fire Department) P , Z u Jw 0 Items to be addressed for Exodus TI: PLANNING DIVISION COMMENTS June 29, 2000 Steve Black Sabey Corporation 12201 Tukwila International Bl, 4th Floor Seattle, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -208 Exodus Seattle 3 3355 South 120th Place Dear Mr. Black: city of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 21, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Nora Gierloff, Associate Planner, at (206) 431 -3670, if you have any questions regarding the attached. 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. 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 the Permit Center at (206)431 -3672. Brenda Holt Permit Coordinator Steven M. Mullet, Mayor encl File: Permit File No. D2000 -208 Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 - 3665 U N w co uJo u. <` = d; � o uj z � a 0 w 0 W W . iii z 0 z City of Tukwila PLANNING DIVISION COMMENTS DATE: June 29, 2000 APPLICANT: Exodus Communications — Phase I RE: D2000 -208 ADDRESS: 3355 South 120th Place, Bldg. 5 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Nora Gierloff is the planner assigned to the file and can be reached at 206 - 431 -7141. Two plan sheets are referenced on the cover sheet, but are missing. Please supply Sheet A1.1 (Site Plan) and Sheet A1.2 (Parking). Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Revision No. I Date Received • Staff Initials Date - Issued Date Issued I 1 1 Staff Initials I - ...... .. - I . I Summary of Revision: ' Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I 1 1 I 1 Summary of Revision: Received By: PROJECT NAME: Ex Site Address: 3355 Summary of Revision: Revision No. Date Received Staff Initials Received By: Date Issued 'Staff Initials Revision No. Revision No. vise, -{-he Floor I +0 toe • as Cho Summary of Revision: Date Received Date Received ....- *;71 •A reti j tiVA i?,+' NACIMMSSMt.tkal! rR.aA. r+. ^a9^�rr • E Hr3PrT P ERM I , ■J 0:.. l) ?1)0O - Za8 120 1 - - -- Original Issue Date: 'X REVISION LOG Staff Initials Staff Initials Date Issued Date Issued v ors IN • (please print) (p ease •rint) please print ep Staff Initials Summary of Revision: 11/ • 11. ■ P. • I, ►] 1 M . ■ ► s i J1l I • VIM I) psi I 7111.: I : e. Received B AIRIMIVAMMIM Staff Initials �r-h �io+n door lcuAo1* or t A2.11 . Received ByX AA , ] � • es. (please print) t) �y;3•TM :.:.' as:ae::, a:.. :s:._: ^� �r- »- r:an�sr.. - r .,.�.,,.,. -.M, c., i,wn:-rr ,. ! Mr!1!!'.4'Pi1YMt.'_dS'wPAI!nrI, ACTIVITY NUMBER: D2000 -208 DATE: 12 -01 -2000 PROJECT NAME: EXODUS SEATTLE 3 -PHASE 1 SITE ADDRESS: 3355 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2A After Permit Is Issuec DEPARTMENTS: ng Diva ^ Public Works �fl DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete FX Incomplete Comments: TUES /THURS ROUTING: Please Route Approved WKLOU t.IXX Lv� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved I Approved with Conditions Approved with Conditions I I I REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required Not Approved (attach comments) 11' DUE DATE: 12-05 -2000 Not Applicable n n REVIEWER'S INITIALS: DATE: DUE DATE 1- 2-2000 REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -208 DATE: 11 -29 -2000 PROJECT NAME: EXODUS SEATTLE 3 -PHASE SITE ADDRESS: 3355 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: BB4 ing Division P : 1 �2 - ta m Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Structural Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS O ORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved I I Approved with Conditions REVIEWER'S INITIALS: iKKOURAOC Yvl Fire Prevention I n n A' 87A 2.`T1.SL'L.:: Planning Division Permit Coordinator n 101 DUE DATE: 11-30-2000 Not Applicable n n No further Review Required DATE: DUE DATE 12- 28-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 - 208 DATE: 11 -27 -2000 PROJECT NAME: EXODUS SEATTLE 3 PHASE I SITE ADDRESS: 3355 S 120 PL SUITE NO: Response to Incomplete Letter # Original Plan Submittal Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: ing Div1s'ign_ Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUTING: Please Route 17 I Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12- 26-2000 Approved CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Mt/Ulf-MK PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: Ma kiark Planning Division Permit Coordinator M DUE DATE: 11 -28 -2000 Not Applicable I I No further Review Required Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -208 DATE: 11 -7 -2000 PROJECT NAME: EXODUS SEATTLE 3 - PHASE SITE ADDRESS: 3355 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 XX Revision # 1 After Permit Is Issued DEPARTMENTS: I YA) Bing Divi ioi Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved U RKOUIL L)OC SON. Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: efat ISA!:xva.1R9mrmar. U Planning Division Permit Coordinator DUE DATE: 11-9 -2000 Not Applicable No further Review Required n u DUE DATE 12- 7-2000 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: Original Plan Submittal DEPARTMENTS: v -y(r Public Works Complete PERMIT COORD CCopy PLAN REVIEiN /I�SUTING SLIP ACTIVITY NUMBER: D2000 - 208 DATE: 10 -20 -2000 PROJECT NAME EXODUS SEATTLE 3 - PHASE SITE ADDRESS: 3355 S 120 PL SUITE NO Response to Correction Letter If XX Revision rr After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route Approved Approved Y'ItRUUII.UUt' REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (tell days) Approved with Conditions Approved with ( onditiuns REVIEWER'S INITIALS: _. M p1NeM6Mra r�mww. �enm�» o+....,. «.,�.,....�.,. +..,..�...,.....— Response to Incomplete Letter,# Planning Division No further Review Required Permit Coordinator DUE DATE: 1024-2000 Not Applicable DUE DATE 11 -21 -2000 Nut Approved (attach comments) DUE DATE n ' .'Tr V ,L Not Approved (attach comments) DATE: DEPARTMENTS: Bt�ffdin'g Division III /rWG >3 -)le Public Works Li PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -208 DATE: 8 -29 -2000 PROJECT NAME: EXODUS COMMUNICATIONS SEATTLE 3 PHASE 1 SITE ADDRESS: 3355 S 120` ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 2 Revision # _ After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: Please Route Fr Structural Review Required APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5/99 Approved Approved with Conditions CORRECTION DETERMINATION: . 1. - 4? MWfe 4Ohc! w! w'vnN.`1'hT- �t! 1rA." =I n n Planning Division Permit Coordinator DUE DATE: 8 -31 -2000 Not Applicable ri Comments: No further Review Required n U n REVIEWER'S INITIALS: DATE: DUE DATE: 9-28-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: wnna9r. rnws. .<+.m�a.+axcrMx nry NrM15h9 -A`RM4wM..9ntt1.4M1 ARM 71111MAM. • z re 2 U U ' co N w ar w w 2 g Q , co O H w . o zl- z � mo o ; . U o N: D w w` z ti. z! O ~� z ACTIVITY NUMBER: D2000 -208 DATE: 8 -8 -2000 PROJECT NAME: EXODUS SEATTLE 3 - PHASE 1 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Buildin Division RI Public s Wor ML. ry ` a '1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved srw PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Pr e jg Structural n Planning Division " g . f o Permit Coordinator No further Review Required DUE DATE 9 -7 -2000 11' ► I DUE DATE: 8-10 -2000 Not Applicable n n DATE: Approved Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions Not Approved (attach comments) DUE DATE REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -208 DATE: 7 -3 -2000 PROJECT NAME: EXODUS PHASE SITE ADDRESS: 3355 S 120 PL Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ldirig Divisin o �u�r0 � -28zo P ic orks a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Y'0.NUUl LI)UC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 61re Fire Prevention 1t n Structural Incomplete REV, WATE: w * OA I,-,/ hi l44 46.d 1-2S -CO Planning Division (1/244/4/4 1 -C.00 Permit Coordinator DUE DATE: 7-6-2000 Not Applicable n No further Review Required DATE: DUE DATE 8-3 -2000 n Not Approved (attach comments) DUE DATE Not Approved (attach comments) n DATE: frof z W N$ rn w 9 w O LL = Z ' 0 o . O — . o� w • z U — 0 1t O z DEPARTMENTS: Building Division Public Works Please Route Approved NMI PLAN SLIP ACTIVITY NUMBER: D2000 - 208 DATE: 6 - -2000 PROJECT NAME: EXODUS COMMUNICATIONS — PHASE SITE ADDRESS: 3355 S 120 PL XX Original Plan Submittal Response to. Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 6- 29-2000 Complete Incomplete Not Applicable n Comments: wt eaw Q4. L k ( o *a' TUES /THURS ROUTING: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PI 'vision Vi Permit Coordinator No further Review Required f4ti? A: 7'."" f�<• �"•.. ny eNnvrw++• �.. �rv +rr�nra��v»�+re+ u+ .� DUE DATE 7 -27 -2000 Not Approved (attach comments) n Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t L CO Plan Check/Permit Number: Y ZC)CX)' - ' 2- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 2- after Permit is Issued Sheet Number(s): A ) A Z "Cloud" or highlight all areas of revision including date of revision City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 RECEIVED CITY OF TIJKWII tt DEC 0 1 2000 PERMIT CENTER Project Name: ExCDUS JSiri -t- TI F4-ifiaSS I Project Address: " 5 S, -zero R_+4G� Contact Person: }- lqee&lfts u Mr> Phone Number: Z44-7.771 -5Zi°l Summary of Revision: Mtct.. p ivi ri or► t=02 PRVi oos ge issio l #Z R81l1 sto tN srVVDes I- F-lOO Rtq>r 1D EX('t- c t)P.Ri Do R., 11- N4c)Grt4 PHa■s - it 4 Received at the City of Tukwila Permit Center by: R" Entered in Sierra on 2- I DO 08/30/00 Date: November 29, 2000 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision #3 after Permit is Issued City of Tukwila Project Name: Exodus Seattle 3 Phase 1 Tenant Improvements Project Address: 3355 South 120th Place Contact Person: Haynes Lund, A.I.A. Summary of Revision: Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D2000 -208 Phone Number: 206.277.5219 Steven M. Mullet, Mayor RECEIVED CITY OF TIJK NOV 2 9 2000 PERMIT CENTER REVISE the • artition and door la out on Floor 1 to be as shown on attached sheet A2.11. Chan es clouded) Sheet Number(s): A2.11 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I Entered in Sierra on � 1 ''Z -00 6300 Southcenter Boulevard, Suite # 100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 00 too N w 0 ' u Q ' to a H- w o Z H LU D 0 u) 0 ~' Tw sr = 0i .z O Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision #2 after Permit is Issued City of Tukwila V Entered in Sierra on -2.1-0b Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: November 27, 2000 Plan Check/Permit Number: D2000 -208 Project Name: Exodus Seattle 3 Phase 1 Tenant Improvements Project Address: 3355 South 120th Place Contact Person: Haynes Lund, A.I.A. RECEIVED CITY OF TUKWILA NOV 2 7 2000 PERMIT CENTER Phone Number: 206.277.5219 Summary of Revision: 1. ADD new Life Safety Plans for Site and each Floor showing the locations of walls to structure and temporary provisions for exiting during construction of Phase 2. (New sheets added to set) 2. REVISE Sheet A8.10 to show typical partition anchor to structure above. (Changes clouded) Sheet Number(s): A1.10, A2.10, A2.20, A2.30, A8.10 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite # 100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 lr� prux9srFaYa: ' 5::tit�:.(a:: . Wki4,05. 410 :id. t 2 DI U � O- 0 t w W : Um P 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: l tN1 O j/ 00 Plan Check/Permit Number: D2000-208 El Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued Project Name: EXODUS SEATTLE 3 — PHASE I Project Address: 3355 South 120 Place Contact Person: Haynes Lund Phone Number: Z36- 9 Summary of Revision: t, v'LS r L-Akee 1 •c.v cm 'T v RiJs /Ars 4040 a7oaQ,'0 I cSesA. Reom 1.09 1-toc tix5Naa 1-.01 Y `b0 r1 or 1-rts Dcoa. WA.51-tov.Gerad SrPoil i3krzatern.. FR-WS Ceoe r-stiutize 2j4 (-r C r'6 R eta Om..cr . EXeD ZO . 2, Re i1 ' D 5 L11/4 6 D CCs 17err-A Aer R-002 J To PIZOV 1 De IE2(.* e-om D 6 TL E AtS Me-s -n N fir- Q" 7-Cer Raciu t (t$M$NJ7 61= MA-A1 V F4UtV R R,'S ila D N810'1 pegrwrr,09 ys-f p4, A- 2„C- “,[ -retp i t t E3t2) CP-ctere- 0j(05, 5 , kR - 0v', k2- # �-.4c , AR -0Z.4 .�r -n 1 Sheet Number(s): ArO exczo s �O tc�CO53 SesPet.n t 09 "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on I -r 1 - 00 4anav r e MORP ..,,,.•.m.�.�.�,,,......__ 1403Wr eS RECEivtu CITY OF TUKWILA NOV - 7 2000 10/25/00 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: October 20, 2000 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision #1 after Permit is Issued Project Name: Exodus Seatttle III, Tenant Improvemens Phase 1 Project Address: 3355 S. 120th Place, Tukwila, WA Contact Person: Haynes Lund, A.I.A. Summary of Revision: area to fill the entire space. City of Tukwila Sheet Number(s): A2.11, A2.12, A2.13 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ) C r 7b Plan Check/Permit Number: P110) Phone Number: 206.277.5219 Revise the office area .lan on Floor 1 to include additional hard offices and to expand the open office The Ci should note that some of this o.en office area was scheduled to be com.leted under Phase 2 so these changes affect Permit #D2000 -253 as well. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director eCg5 RECEIVED CITY OF TUKWILA OCT 2 0 2000 PERMIT CENTER 6300 Southcenter Boulevard, Suite # 100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 :1 Date: 11/2 Litito Response to Incomplete Letter Response to Correction Letter Z Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project Name: exoDt )S COMtMUN V- 61181JS (�rrru - ri4ASE Project Address: ? * 5 S. 12b1N- S� Contact Person: S1TA1& Phone Number: l77- 5 Z 2 i4,1114E wNV Krsfn)se -ra caRR�rt10k) Plan Check/Permit Number: U5 71C—Q . - flzoN11V9C49 61s6-19 FLOK1 G Svrwlirrm! 2'Y) - 5 2-1 , Summary of Revision: L,Aft-tot2 L) ps froM5 •9 S 1 % UPS Ii71 Ars MS is 6461(Gt4 tJ id/ • Sheet Number(s) : 2 .11 .2 %& 1 A t o "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center Entered in Sierra on 1914 ca - f ,VISG -ot j f? a I P. Zq -Do 3/4/99 U Q . N N W; W O IL Q; ur U 0 • W W Z' U Ni Z ` Jit 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: 8 • 7 • on Plan Check/Permit Number: D2000 -208 ❑ Response to Incomplete Letter # X s Response to Correction Letter # Revision # after Permit is Issued Project Name: EXODUS SEATTLE 3 Project Address: 3355 South 1 20 th Place Contact Person: Steve Black Summary of Revision: Revl ioN To t LF J S N REsPot De - ID GI tow/44943, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 8 -6-00 CIT RECEIVED TUKWILA AUG - 8 2000 PERMIT CENTER Phone Number: 271-5T21 06/29/00 t i l H o z1- n 0 c ° o ' uj w P y- •z , i=ce z • Date 7 1//V Response to Incomplete Letter 2:1i--1 ❑ Response to Correction Letter ❑ Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project Name: 6NtPU c 1TTZ - l t Project Address: S3�5 S. 12C7t PL.t‘C.E Contact Person: SCFriQE :7 Phone Number: &O(c) 2,1 Summary of Revision: . :t 'P 17 1M 4 S S i tJ tr, Z141 1.1 [= R01A/1 l lJ 1.1 - VC - M, - I_ UM W foveivI ut3w11 L Plzvc . Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center Entered in Sierra on 1-3-00 Plan Check/Permit Number: 1D2000 - 201tb MOT : Al .2 IS RE'F'Lftt47b T i9 - 1. RECEIVED CITY OF TUKWILA JUL - 3 2000 PERMIT CENTER 3E) 3/4/99 0 c _ c w w O —I N a . Z W 111 U Or ;O N 0 I- 111 w ' IL 6 0 ; .Z V N 0 ` 2 3 Fire Department Review Control #D2000 -208 (512) July 2, 2000 Re: Exodus Communications - 3355 South 120th Place (phase I) Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distanc4 to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 tt LLI Z Lu O th = V' H S. LL O w z 0 92 O City of Tukwila Fire Department Page number 2 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Maintain fire extinguisher coverage throughout. All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. (FM -200) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Gates and barriers shall be openable of a key or any special knowledge or and barriers in an exit shall not be bolted, barred, latched or otherwise without the use effort. Gates locked, chained, rendered Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206-575-4439 t t i 1-0 w i--; w, 0 : !O '0 H! = w: LLO w z. 0 = , z City of Tukwila Fire Department Thomas fl Keefe, Fire Chief " v0 • 0 • w 9 • u w 0 ' unopenable at times when the building or area served g 5 by the exit is occupied. (UFC 1208.2) 22 I--w z p ` . I- o` z ll! uj :E o 0- o I- w w z The color and design of lettering, arrows and other y` symbols on exit signs shall be in high contrast with 0E) t eir background. Words on the sign shall be block O letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) 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 Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the Page number 3 Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC 1208.3) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Fire Department Thomas P. Keefe, Fire Chief Page number 4 sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Exit doors serving exit enclosures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 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 occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206.575.4439 Steven M. Mullet, Mayor City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 5 electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. WIT 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206. 575.4439 -e% amIttemmmommommimmimwsn re w . U 0 N 0 : W W' CO U u) • d . w o z I- CU ui, n o' o O 1- w ur I- U. V- 6 O ui z ` z City of Tukwila Fire Department Thomas P Keefe, Fire Chief z z 6 0 WIO W = J ~ • LL w O '' LL ' ' Remote indicator lights are required on all above 5E • — ceiling smoke detectors. (City Ordinance #1742) • When the control panel is located inside a room, the door to the room shall have a sign with one -inch w w letters which reads "Fire Alarm" or "Fire Alarm :ED ` Control ". (City Ordinance #1742) 0 O E- w w; H U ! w z U /- O Page number 6 obtained. (City Ordinance #1742) (UFC 1001.3) Steven M. Mullet, Mayor Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on 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. (UFC 1111.1) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 5754404 • Fax: 206 - 575.4439 *00MOMPWISIVrF M1f pwunpnvrormr m :..wo' +•^ «m ^ntar40. .✓. ewa ,sc.,..v,v.e.•,-rrrZw. ot.. !e Crete`s+MV9nGV4?1f rmfi55,s Infi:I4W,P !Na 'O 9CMPf7 MPKVII I z Page number 7 vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFD file ncd Cii of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief yZ The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 mo w` 2 f 0 CO w0 IL a uj — d' O IIJ D O - ' off • W V '. • O U 0� O F625-052-0 18) (8/97) Detach And Display Cerlificaic DEPARTM dF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST'CONT GENERAL C C0 #+' 1 EXPS DATE ' r i� BEY,C• �03 3KM FE AT ,,, ' itvrF�2wwu}al3,t�tM SABEYLCONSTRUdTION INC: 1 .- -• 101 ELLIOTT . • AVE •.W.,.STE :330, .'.SEATTLE, ;I.WA '." : ' • r ei'l I ,, ■ r REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 •= SABEYCI033KM 12/31/2000 EFFECTIVE ;DATE • . •, 05/14/1997 SA BEY , CONSTRUCTION INC .. 101 ELLIOTT AVE W;STE 330 SEATTLE 'WA .• 98119' ' Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Lighting Fixture Count - LOOK Exodus Seattle 3 Tenant Improvements - Phase I Vicinity Map PJCTIA� 2.a Floor 20. Paola: Fer = Paaaae c Fvrpa5c Rarescc' . -- FLaes%aL Dora h,eett aeria ate) eY 540.75 Ion., G - vAw re ere. (55.0. tonath _ RSA 4616 FIRST F_OO. R TOTAL ItiATT. ,,e,rnNea nit 7TA 6516 2E. SECOND FLOOR TOTAL WAYS _iS -40.57 3rd Floor -_I O THIRD FLOOR TOTAL 1.0.1 (_I5i-1N5) 016 30,050. CNN 30,080. GY 30psOrf PW OW 30,,50A OA OW 30.060. TOTAL AATTS LlblrEN5) et Floor SF. 166222' I20 2SfiE6.4U, I3 EALLOOM 30..016 0.0.715 15517) 2. Floor 5F. 163252' 120 Pve < = 2i9,F3740.-175 ( i 37,601161 -5 (17 161,,) 3rd Floor 5F. _632?2' 120 0./s = 2,e500. WATTS EALLOrc ) 57250WATTS rIY-S 6TED1 TOTAL 665,1,12 WATTS skusverS 90740YNTT5 t0Eil6wa, Abbreviations AC AD J _ ALT ANOD APPROX Bar 5_C'6 55MT LAB CIRC 614 CLOS CCP CO- CONS, CONT CORM COORD C T D-T DIA DIM DE DNS At Sean 5eldre standae Se errant Ldnet c culatbn L eQ a Lleaonce Cen.g Lents 1_.e L ba Gorge Proposal Lobar a concrete ca,erNwtdn Convector Car„uw Corona r. Detail n g nete araS Darr Door Drawing WATTS/FIXT. TOTAL AA e attf. E'sti t� E%LT te. FOC PPIL FT Frlc Fpdi 6A SAL,/ 6Y8 HLVI HD tiDN fn tit/AC 90.40A East Fact. - levatan H:eigFA� Elatr c - IwaGa+ N'�ewl Elevator Exec ng Furnished bJ Seer, Installed by Cothracter Foot/Feet P,rnbhed bt Tenant, Installed by Contractor C Na,i bless /61.i, Gypsum Wolf Board Descr of Work PHASE I • Tae• be.- Vmells to en eesthg 9ha1 A Coe to pravlde efpp.. space T _:... \ . anti neltarrm devbes fa a ComnNrdMe 5n5cMg faceey gape of Nark KbJm the proven! of be add . Roar... an meth, lif' .-boy D64eWre 1 . rod and sob- atrucbre te Sep. a penthouse a. non OadWtical e{uIpmerd. Fixture Count (Toilets & Urinals) P-OOR t nano, ;laew) 5oad Floe (Nerd 5u,.ra io'a5 'W.M[ Lox 12 RI Required Reared MaJ (Ferran, th°kp aistag Mail them., 4 (pee meth... Proposed Proposed R4eJ (Plomenl O 0 10 0 24 24 KIT Att,en LAAt LF LT6 MAT MAX MED MEZZ MISL MTD Lameate Feet Material Ma/eNm Med al Matlan Matefadt Me2Taro Itliscelimecus MaMed Materbl/Netal Nam WA Not Applicable NIL Not h Contra. ND ;tame. NIOM Npnvol tLDN -015 Ncn LonGSteie hr Not m scar. OC OPP PRIG Pe2M PERF R P -LAM PT On Center Opposite Original Fennaent ate Pestle Lathe Plynoad Polled Fah m Pai • Red. RB Reber Bpw e.3£ Refrigerator RtS+F ReeFwcing REDD Requ ed R -NN Neve., RM Room RO R6.0 Opanirg 5 5rith SLFxTi .r rJwdule x16 Sold Lae Wood SEAL Sealant SrLT Seaton 5RT shoot • Smiler SM Sleet Metal 51D Standard 5iL Seel STS SFaage SUgP rd TH61MO Teephane T ip er to Lhless Nofed Otherwise Vines y ryl LOrrposldon me V ertical THE DRAWINEe AND SPELIFILATIOftS j Project Name NE3L ND CORE !PROVIDENT FOR SAE.' GOFEDRATION AT NIERSATE EAST 3395S¢0lh RAGE MILA RN 96168 Zoning MCM WilLFACURNS IROSITRAL GENIERSEAVY Site Area 46.5 AGSM Seismic Zone Design Codes 1417 ®MOHG OF. WORK IDKDE45 COM WC,RG. 1944 MEN. STATE 9HeST CODE FNS IM9MSTON STATE BARRIER FREE WOE Legal Description SNATE N THE CDT CF TOOK A CCONT CFTC EfAECFOABEGTON AROMEOIkYSIffFIREEK SHEETS At.t A1.2 A221 N14 A21T 641 A2u AT1a Ads ATSI EE RAI PARKING ahIW1 MST ROOR FUN AREA B R6T. ROW RFN NET. C fetT ROW RN NtP D AST ROW Ref NEA E FAR ROW RN VARAIL ELTlo Rmlt RN PIRA A SCAB ROW RN MA a Store ROW RN NEA C 513,0110 ROW PUN General Notes-' LODES A. All work shall cdn m the applicable tvlldi codes and ordirmce =. In cme cf ary cmfret where the me t the la standards of nace den e laws a Ne r o sp s h a l l ov rot . h a rena the regvremenm of la. a ord na,ws, the a rdiwpes shah gwen btFd he A^chl[ec of all LdnFllcm A. Structwa, p r. ' .7 hanlcal, elect( cal and F're poemon a dawin er supplementar to these dr The a pe Specifications shall and .al the wak d eah cd an a, Wm Nola drawings and the eitl request and shall notify the d an dr a e m Rt is 011 far clay fat on Any the work nsml etl h calf. with W e ord expe to the Ce ife Other, Tenant shall be corrected the Lontractar at ro expense m the awror, rmnant or the Architect. B. See sheet TI o for additional rotes and specifeaters L. ReFer m demdllLldn drawMq ed epeclf.dtiae, ,xder seperate cover, Fa adaibmal Iniormatlon. IL will d tha fonbacmrs' resparelblllhf m caadv,ats ameal ww'k beG+een d'alrq patlkagas. DIMENSIONS A. All Information shown on the drawings rel.. to exlstng creations b given the best preset knowledge Wt nithout guarantee ...req. The Contractor shall fieldv y e.t.a calibers effeaing the design ether to proceed, wldh the item of nark aFfectad. 5. Dlmemlons on the plans are tplcally to the fin. face of partitions or to the caner Ire d cottons L. 'DOa d = d T1Z a w t r t IocaNU'. dhenebre ar m t'e Fpr ad wa (4 Ydos From th f f. tljacent p ptltlon a cantered between Parttias D. Locate partitions mat are not Elmereore4 Flush erd square with the existing structure a on the center.. of a window null!. as sham,. DO T SCALE DRAWIN65 A NO Th e. Cann.. shall dl use ap ces found the A. M ughovt the drawl, dtr complete o r ore In r use The Itst m tenets au to be us on the t Intended The Architect will daf . m representative th e Intent d in question. as or na IoB eau., on prefect. e Ph .a th Intent of a'Y m q tfon. COORDINATION Thar 6enerol Constar shall bar respaeele for the caordrptlan and vaRrat.n of the wak of all trades to dswre Con{ Ilece with The trawrgs ad spaR.ddre. Pro iect Data Building Data Address NIHIGATE EAST ADC. 5 BIDS SCUM 120TH PLACE MONA, NA 90168 Owner Shlte1' CCM:RATION .01= R.A NTENARCNN- Tiro FOURNI MA 'RE W 913168-5]I Eli 1606) -8700 CONTACT: L.AURENT POOLE Tax Parcel Number NOT AVM... Coestructioo Type PARCELS. LOTS TTM:We ►,NCLIBVEx BU7mC5 A10 LOIS I nODB 4N'11CVE EV LORI a TIF.NTa13; MANSE xBLOOC6 CF TdVERNSE. ASERA CF RVHeE NERCO- /RACY!; A5 PER PLAT SECONDED N ANISE B CF PLATO, PACE 36, RECORDS CF.* CORM TOGEWER RN THAT FORME OF VACM® AVE O. VAfdt®BT WADRSCEM2 SNS CR CCTOGER tl, Me LT 16 BETA®! SAD NRK65 AD 6, WETTER WM MAT PONBCN 6 SE SOAR C 6vACA1® SOW TRW Snlffr,IfNTPORTKN CF TIE NORM N 6 VACATED OOLN OHM STREET AD TRaRREN CF AE ERATO CF VACATED 34114 AERIE SNN KIN NRIRS NI TO KN6 CORM ORDINANCE NO. SOD, ATTACHED TO SAD PARR_ BT OP/3 MCF LA! TOCEPT WESER. INN ?MICR CF LOT ST AM 2 MELO= 5 CF N ERIN, A FEPLAT CF PART CF RIVERSCE NIERP HANTRACTS, AS PER RAT SECONDED N YOBS B OF RR! PA6E 36,FE ENDS CFO.OWNM:LTOGAESTER.T CF A LEE DFIORED AS EOLLOSS BECaMINO AAF NFGCTFE OFIRHLT BODAW'ff SAD LOMA/0; SAD PENT BETG ILO 1$T INSTAR SONEd.T NOI TIE NOMMEN CORER CF SAID LOT Is WINCE NO W f EANBLT TD A ROOT CST THE IDIRISLE BOADARF CF 6410 LOT L SAD PONE !ESN 30 FEET DISTANT EASTERLY NSf I THE NORI.6T=MRCP., LOT IA:OREM. CETI. LSE DEN RPTIWe AID DCEPF THE SODrtF 30 FEET CFNOI6 SAND b MSAD CLOCK 6 COSSETED TO RN COMYFOR OWTFI EM STREET BT DEED FIrSCRCED INTER RECORDFGRO6W 000666 AND D¢8r NE ESELT C FTi3CF LOS nereSH a N! ADO.. 6, ODIVETED TOTE OR OF IIg6A BY DEED R BDHtISKr1N252MfOW6 and actual field treaur . Not. r - SHEETS ETD ELI TLX ¢IT ¢N ¢n E221 ¢II F223 Gas T 1524 E233 EZ3F ESTI Fa4 RIO 5315 E321 la03 Ear REETIME REM!SONRS COW. ICES. NO NWGNN6 RUT ROM Mean PARR RR neat ODaOC Ale ROA Ia.eC IW1E0104 PUTT FLASK FOR RCW ELMS RAI AIR.. ER FAIR LHWC RAN iRK Flat ROW LOWC FUN PAR. FEST ROW L6i PUN NERD. FOR Ran LRCM RN Pane MOW Rae 22611 RN ReK SIDS Tian LH ®6 RN PACER EL® ROW IOW. FUN R. WOW ROSTIHWS RN Hen. SIDS Rae OM= RN ROE li® Flan IHIC Ref RIWt een RIDL LRCM RAN Pee. We Rae WHIM AIR Rot Hen RRW IHFRC AN PAWL IRI ROW MDR RN PEW! Fie. flIn P®t RN Pee! FREE RM Pent RN R®t FAR f1ID2 E'ER RN R®t Rag RAY POEM RN EWE FEST ROW Fehr RN REEL l Fl18 Fent RN RW EL SIeD ROW PURER RN SERER Mal FRIER RN Real .22210 ROM PLIER MEAL ECM ROW FDER RN PHI • PH2 PH 3 PN 4 PH E 533. RNRtIMID awn Prat Building Area 5ABEY CORPORATION FlRST MOOR me,722 SF .....-A NIL BLw. SFCOD nom ISam sF ..... !CURD ,,,o., 183}92 5F SEATTLE UL4 65168715- : (7061 281E100 PENTHOUSE 1)09 SF FAX : DOW 281 -0920 TOTAL 5., SF CONTACT: LAUMM" POOLE, CHIEF Occupancy E.MAIL a te R - ELEGIACRC PRCOnN6 DATA CENTER OWNER REPRESENTATIVE: B - OFFICE 03,000 SF SAEET' COIa'ORAnON pp. f'icDR oNLT) 2201 ENKA NTL BLVD. ELECIR ALSHEET8AE7! FfE P167r;LT.61 A F i provde stoppna ark dl vara ii ad paoC -aloes d re rand aen,e5 es reared the geom., aMmt} Fre soh, mcevl a rear. ri dl pops pd voids created tpy peretrattale, sbuCrel members pd iwsect o with adjarere srferas Park an gaps greater than .. 3/4' ram te.se yon smarm. Provide rr ,top sec.. at NI joins eel voids 3/4' :leer or. less. All mans. Cell be IL Or, Pre Mashd approved. B 'tent =^-F^ 6 response. far nedvlcaiae to do ads[ Fre P 5pterte m reared bi the north d the Corer¢t L G ag' stal provide canoe 'j snare aarva see Ath !icaba cede roarararts. D -`_ provide writ there h the • - eedam m.enn en pans. . ai race..., by are local a Verde... Al l m m a d re doors sfdl be operreale from the rte. rathe0. tea or a15 spa. k'O"led9e • , heertor rashes shall not exceed afloat spread ran d 75. a corridors (Adis 4 S. M ea... andior exp..n of do butarm fro alarm scat= as to Gorr., nth the Fos. a State BA,. Co. ADA a Vbhryia state bar. free reglrem445 for vGUal ad adtfle dorm agog. N Fro Alarm adFrotecHan pore ore regmed an ore to be a defepea seNmL 6''MA® L LONSTRILTk'N A TNe s w Architect Ca a ele 'a 'sATll o od a o aid co brAtbm d ...re, ...re, mx a. e }otcoF slots bevlcel en. s ftltithe eitm of ors =rinds pr. a CutIM The C t tor shalt manor Se r ths. 15 5 d oly ins o prey bbcm as toga. non, & . The Contra-tor e bars. de for prdvlarg dl Nod. as ra{a all roll and Nibs 6 . to st Serra. C. All r.(nei do d,( shall a t ad tl desi edition .trot USG i th e :octa h r a _ tr. w4h tie ra if e h s , ldm dapte fr of the s to o the jrg gri L o r b heights, racy . an fran sib Ilda m bottom of calms 9d o . over E.. Mme_ al, elec+r.cala. spr.a.r , vork sS,dll by cwdVcrad , .de svfadm SDERAL shall There ed1 el no ehpr pip., dame pos vent. em. All such e shall be concreted er fared Gel Mere re , Ared so t rated m sh moll solaces n l a drawrgs- B. Prises ,tom . r lotIon hat fau wall o:es hill d Molt D. Refer to gee! A02 fa atldt1ael F. notes RN, PNISR NOTE A All paid,. cwergs mol ndll motels shall to app.. au4rdara nib the moufo t,. spec- Pootble Fa the portkmar WO oce cpp.d Leant B Sm.lm d o f flneh Galas spec hletl call bm sdmi8ad fa „ Oval 1_y Aral Poor to thecamr L. Zara spread rot., For taa;er Trash be GaAs 3 a better. Pali 1 "s thm gear. pant cab( cafes otherwise noted Project Team SEATTLE 11.14. 98168715-: 0062 251 -8100 FAX 0067 -090 CONTACT: STEVE BLACK, PROJECT MANAGER E-MAIL slevebesebeycam DEVELOPER: NTERNATIGNAL GATIDNT EAST, LLC GO &ABET CoRCRATION MN RIME. NIL BLVD. STE. 400 SEATTLE OIA 95 : DOW 281-8100 FAX . (206/ 2N -090 CONTACT: LAURENT P00LE CHIEF OPERATIONS LINGER E-MAIL Istraripesabesjaan PROPERTY MANAGEMENT: MEET COR CRATIGN VW TUKWILA NR. BLVD. SUITE 400 SEATTLE WA 91168TEL (208) 281 -8100 FAX : (2061 281 -0 92 0 CONTACT : KEN SnIXLT, FACILITIES HACKER E-FLAIL keeesab.yraE ARCHITECT OF RECORD: weer ARCHITECTURE D201 TWILLA NIL BLVD. SUITE 400 SEATTLE WA SR STEL: 006) 261-8100 FAX: (20672N -0920 COBALT : JOHN ILL LANK, VP CF ARCHITECTURE E-MAIL Jdrd.sabejean Crean Ka a- tsFrt off) Red F. systems '.. Gone: WAG cerba. Tcllow 6m CONSULTING ARCHITECT: CNA ARCHITECTURE TM 40.1 NORTHEAST SUITE 400 BELLEVUE 114 95084 -5116 TEL : 605) 889 -3352 FAX : C4252 528 -9116 CC TACT : MARC HERBTEN, ARCHITECT E-MAIL eMStenso deocos OVIL ENGINEER: DAVID E VANS H ASSOCIATES, NC. 1620 VEST MARNE VIED DRIVE SURE 200 TEL : (425) 259 -4093 FAX : (42 51 253-3230 CONTACT : man. GAIL PE, SR VICE PRESIDENT E efgeontalocon STRUCTURAL ENGINEER: QGREERS MONROEST, NC. P0. 6869 LLOWLAAW AVENE NORTHEAST SEATTLE Ul4 WM TEL : (106 7 525-1560 FAX : [206) 52,6695 CONTACT : RICHARD JAKE, PE, SR EI ENEER E-MAIL rldent eNRSeettlecos FIRE PROTECTION: MCK0NSTRY CO 5805 3RD AVBeE SOUTH POST OFICE BOX 24561 SEATTLE UN 98124 TEL: D06)162 -3311 FAX. C206)162 -2624 CONTACT : Jeff Denote. SR EtGREER E-MAIL Jbeoott...4.1com ELECTRICAL ENGINEER: sASra 1886 89th AVE NE ISOCONVILLE, ALA WV TEL : (475) 80 FAX : [425) 806 -9'191 PROJECT OJECTMANAf�R E-MAIL s E-MAIL • aemr.= GENERAL CONTRACTOR: SABET COL9TRHCTI(M NC. N201711011ILA NTL BLVD. STE 400 SEATTLE ILIA 98119 TEL : (206) 281 -6700 FAX : 00b)22,1 CONTACT : MUG GAFRCNER PROJECT MANAGER MOBILE E-MAIL dauggesa.00n EELTRICALTd5 515 Nora- NOT 'LA MEUNNICAL SHEET MR 621 61' 623 624 625 6m 631W 632 MEOWS. FEST FLOOR Dna RN NmWINT SLOG FwmzoEC FUN LECHVrH. 11.6 FOCR 2N►C FON 1E1.1.1 FEST ROM ROC MARL AN 1®RE11 FAR FLOM PUN - FREE 1 FIR FIOW Rai - PACE 2 IeneliCL Ile. ROW RN - RUSE 3 Wane. FAST FLOW PLAN - FREE 4 Wane. SFDM ROLE INC CROP!! RN INCHIRCAL ELECTS FIL91 PUN - ROSE 1 WORM, SCae ROW NBC CWOO_ 11711-RM4 1 LIF RWSL SEIDC ROW FUN -Rte. 2 I•VMVL Stan ROM RAC LNaNL RN -Rllg 2 L®IINER Mae RLR PLAN -RYER3 1. -1OEIL Stalo RRW RAC CONTROL RAN-PAGE 3 ILL WfIL SEC= RCR RN - ROSE 4 IHNINCIL nano RRt HOC mFIPoE PM -F.1SE 4 IRCHAN i1_ EIDe ROW RN - RAGE 5 NFDWit E.INO Raft NBC Dana RN -Rlag 5 IEDNOL Telo FIDW WIC DEell RN Mee FLOOR Rat -Plug1 I113211MICAL elo Rae ROC =EEL RN -RK4 1 1®1621_ Teat ROW RN - RASE 2 Nova. Selo NOM RIC 010H. RN Rai 2 IEDPIW. RW ROW RN - MEE 3 I®ee71 T1® ROW HNC CVO. RN414SE 3 1®114141 EAA RIOT PLR -MEE4 IEOLLMIN TOO ROW LINO mRa FUN-FREE 4 I®NDIL 166 RAC RN - Rtg 3 1®2rIDL Err LBa RAC RN - RITE 4 ILECHNIal FCC= LBH_RK PUN - .555 Wane. RN' WEL IRK Rat -ISERE 5 inaPeCAL FRO. SECTORS IEC... PARER_ SHEENS Wane. RAWL STONES PNR4 ELLH6 ItLRfi m@AFE PH1 • • • PH2 PH3 at IRTYtre =Hal Baer MECYANLA-NOTE> A Re WAG system shall cont., with al[ eathicm'e codes_ B.: THUS Contractor sail ver. end Lv..ikra R epaN, for 0 nth eq ipmen w Medaucel Drank, m tom shop dra . before pr«sedr15 r the work G T. Contractor shall provide ,Proms and r , ty neeperdent balancing contra D. Refer to MecFmlcal Blaneer's Speca,casee 16.1 for Mechmlial rotes. EQUIPMENT A Pt ore sham on aro. are. De1oq = •drd Om. T. Fre ex.,' aw nm>et:. accordalca war. the a actor..ras .thus -tips. SEPARATE PERMIT M UIRED FOR: ECHANICAL LECTRICAL l LUMBING tEdi GAS PIPING CITY OF TUKWILA BUILDING DIVISION ECAAPMENT LAW,. A Lobel all mech... and elect- compere.. ( ocean. at cei6gt with epproprl ce oosi dots on the caret e Ca a6ia system to be 5.. corp rm:uw. euR: HvAC ago- - sona er r r "' FILE COPY By Cace {{����,� Permit ND. 7 l2 200-2-.)5 flECENED ' 'CTY OFTUKWILT al CONSULTANTS DRAWING - TOE: ?LOT: AUG 2 9 2000 PEU.IITCEMER CORR L TR# 2e SABEY ARCHITECTURE FERIAT RE-ISSUE 6-Yr00 PHASE 3 55JE B -IS-GO PHASE I mew REV. 5 -4-00. PHASE 2 PERMIT 726.00 REVISIONS ISSUE DATE 155UED FOR TI PERMIT 6-26-00 aM * en mthciol appemfmT Bean ors.. vnd npublished' cod of the Sell Carppe.n t be dup.., toed or Csrbsed (sent of the Saay Corpavtiers EX wamemmatatmassatamws understand tha., he Plan Check approval are 5t4 C to NTOrS and OT sonI a apprs.al of piszts does ne adthanze the on adop,d c.. i tractor's .,C of ROGRESS HATE 6)14/00 fj LEX: /AGA210.11 Sab_y Exodus TIE SWEET ' NUMBER: 1210.11 RAIN By SSMITH NECKED BY: APPROVED BY: '. FRROJEC T COVED SHEET CODE ANALYSIS DRAWING NUMBER I:: zcxo -.209 TOILET ACCESSORIES SCHEDULE ITEM #- DESCRIPTION (or equal) 0 0 808008 00 BOBRICK 'RECESSED COMBINATION TOILET PAPER /SEAT COVER DISPENSER & NAPKIN DISPOSAL' #B -3574' BOBRICK 'RECESSED COMBINATION TOILET. PAPER /SEAT COVER DISPENSER #B -3474 BOBRICK 'PAPER TOWEL DISPENSER' 0-43944 BOBRICK 'FEMININE NAPKIN DISPENSER' #B -352 25 BOBRICK 'RECESSED SOAP DISPENSER' #8 -4063 BOBRICK MIRROR /SHELF COMBO. B -166 1836 1 1/2" BRUSHED ALUMINUM GRAB BARS. FLOOR MOUNTED TOILET COMPARTMENT. SEE DRAWING T1.0 FOR SPECIFICATION. MOP HOLDER - BASSICK M515 ROBE HOOK - BOBRICK 8 -7672 STRUCTURAL GRID ROOM REFERENCE DOOR REFERENCE RECITE WITH SILL FULL HEIGHT RECITE KEY NOTES DETAIL REFERENCE WALL SECTION BUILDING SECTION REFERENCE OR DATUM ELEVATION REFERENCE REVISION REFERENCE fov r cs- RECLVT R_1513 LLGJD REFER TO ELECTRICAL DRAWINGS FOR SYMBOLS_ GENERAL ACCESS PANEL MECHANICAL CEILING HEIGHT FIRE SPRINKLER LIGHTING RECE.E0 REFER TO HVAC DRAWINGS PLAN SYMBOLS O OMECE RDOU �. RODU NUMBER 000R ' it Fff.¢ JRAWNG %LMBER SECTION WOOER DRAWING NUMBER iCPO\ ET'ER RAw!rv^ \VUBER pp RE,S.ON NUMBER L� ELECTRICAL SYMBOLS CEILING SYMBOLS ®as swereaas a D_ , \. MBER ALTER .ERi@e0_SIBRINBCS FLUORESCENT FIXTURE = FLUOR. DOWNLIGHT O M.P. DESIGNATES MOISTURE PROOF. INCAND. WALLWASHER O FLUORESCENT STRIP 0 EXIT SIGN /EIGHT asicm +- 4' 2111.. �IIIE4 BANE ,:FLOC _ DECO F\ENTS I GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AIA DOCUMENT A201 -1987. FOURTEENTH ADDITION, ARTICLES 1 THROUGH 14 INCLUSIVE. AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TC THIS WORK AS WELL. THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL READ AND BE GOVERNED BY THEM. 1.2 CODES ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED AVE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 1.3 DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL COORDINATE THE PLUMBING. MECHANICAL ELECTRICAL AND FIRE PROTECTION DRAWINGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. IA DIMENSIONS A. DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CENTERLINE OF COLUMNS B. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2") INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. C. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SHOWN. 1.5 DO NOT SCALE DRAWINGS THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. 1.6 ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT- THE ARCHITECT WALL DEFINE THE INTENT OF ANY IN QUESTION. 1.7 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION DE THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 1.8 FIRE PROTECTION WHERE NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE COVERING AUTHORITY. 1.9 GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. D. CEILING HEIGHTS, WHERE INDICATED, ARE FROM SUB FLOOR TO BOTTOM OF CERJNG GRID OR OTHER FINISHED SURFACE. E MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 2.0 SUBMITTALS A. PROVDE SIX (6) COPIES OF ALL SUBMITTAS TO GENERAL CONTRACTOR FOR DiSTRIBU,ON FOR APPROVAL 21 COORDINATION A. CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR THE INSTALLATION OF ALL RESTROCM ACCESSORIES AND OTHER WALL MOUNTED PRODUCTS. NOT REQUIRED NOT REQUIRED SITE I CRII me NOT REQUIRED 5.1 GENERAL REQUIREMENTS SUBMIT SHOP DRAWINGS FOR ALL METAL FAB:RICARONS PER DIVISION 1, SECTION 2.0. 5.2 METALS FABRICATIONS A. MATERIALS SHALL CONFORM TO THE FOLOWING: STEEL SECTIONS: AS. A36 STEEL MENG: ASTM A500, GRADE PLATER AS TM A283 PIPE: ASTM A53, GRATE ' SCHEDULE 40 BOLTS, NUTS, WASHERS: AS. A3C7, GAL.VMIIZED TO ASTM A - FOR GALVANIZED COMPONENTS WELDING MATERIALS: AWS D1.1; 4 4 4 4, AS REQUIRED FOR MATERIALS BONG WELDED ALUMINUM MEMBERS: SZE PER MANN. - OUCH -LILT- PRIMER FOR GALVANIZED SURFACES SHA_ BE A ZINC RICH PRIMER. C. FIT AND SHOP ASSEMBLE METAL WORK IN LARGEST PRACTICAL SECTIONS, FOR DELIVERY TO SITE. D. CON TMUOUSLY SEAL JONEG MEMBBERS BY CONTINUOUS YIELDS. E. GRIND EXPOSED JOINTS FLU'S: AND SMOOTH WITH . ADJA.NT SURFACE MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAJRLINE FACE EXPOSE EDGES TO SMALL UNIFORM RADIUS F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. G. SCHEDULE OF WORK, GUARDRAILS AT EXTERIOR WALKWAYS 2. DECORATIVE ALUMINUM FRAMING AT ROOMS 101, 403, 107. DIVISION 6 WOOD AND PLASTICS 6.1 GENERAL REQUIREMENTS SUBMIT SHOP DRAWINGS FOR ALL MILLWORK AND CASEWORK ITEMS PER DIASION 1, SECTION 2.0. 6.2 MILLWORK A. ALL MILLWORK SHALL MEET ARCHITECTURAL WOODWRKING INSTITUTE STANDARDS FOR PREMIUM GRADE CONSTRUCTION. B. PLASTIC LAMINATE SHALL BE 1/16" HIGH PRESSURE LAMINATE AS MANUFACTURED BY NEVAMAR, OR APPROVED EQUAL PL -1: #AL- 3 - -2T, TEXTURED, "DREAMY ALLUSION PL-2: #TR -5 -1T, TEXTURED, "VERDANT. TERRAIN" C. STAINLESS STEEL SHALL BE ASTM AIRS TYPE 304 COMMERCIAL GRADE, POLISHED FINISH. STAINLESS STEEL COUNTERTOPS SHALL BE FULLY WELDED CONSTRUCTION WITH ALL EDGES FULLY HEMMED. 6.3 CASEWORK A. ALL CASEWORK SHALL MEET OVA STANDARDS FOR PREMIUM GRADE CONSTRUCOOR. B. CASEWORK TO BE PLASTIC LAMINATE COVERED FOR ALL EXPOSED ANT SEMI- EXPOSED SURFACES. C. DOORS AND DRAWERS TO BE OVERLAY DESIGN. D. INTERIOR NON- EXPOSED SURFACES TO BE WHITE POLYESTER SHEET OVER 3/4' PARTICLE BOARD. E. EXPOSED CASEWORK HARDWARE SHALL BE U5260 FINISH. PROVIDE THE FOLLOWING HARDWARE ITEMS: HINGES: EUROHINGE BY AMEROCK; 175 DEGREE SWING; 0762 PULLS: COLONIAL #752 DRAWER GUIDES: KNAPE & VOGT #1428 GROMMETS: 2" DIAMETER, METAL ADJ. SHELF BRACKETS: KNAPE & VOGT #346 AND. DIVISION 7 NOT REQUIRED. THERMAL AND MOISTURE PROTECTION DIVISION 8 DOORS AND WINDOWS 8,1 GENERA, RcQUOREMEN_IS A. DOOR AND FRAME ASSEMBLIES SHALL MEET THE FIRE RATING REQUIREMENTS LISTED IN THE DOOR & OPENING SCHEDULE ON SHEET A5.0. B. SUBMIT DOOR, FRAME AND HARDWARE SCHEDULES PER TORSION 1, SECTION 2.0. INCLUDE DOOR AND FRAME CONSTRUCTION AND INSTALLATION DETAILS. PROVIDE SHOW DRAWINGS FOR ALL SECURITY DOORS AND WINDOWS. 8.2 HOLLOW METAL DOORS & FRAMES A. HOLLOW METAL DOORS SHALL MEET THE REQUIREMENTS OF ANSI /SDI TOO. DOORS TO BE GRADE. II, HEAVY -DUTY, MODEL 2, SEAMLESS DESIGN, T 3/4" THICK WITH 48 GAGE GALVANIZED SHEET'STEEL FACES. B. HOLLOW METAL FRAMES SHALL. MEET THE REQUIREMENTS OF ANSI/SIN TOG. INTERIOR DOOR, SIDELIGHT AND BORROWED UGHT FRAMES SHALL BE 46 GAGE STEEL, FULLY MEWED CONSTRUCTION, FACTORY PRIMED. EXTERIOR. HOLLOW METAL DOOR FRAMES SHALL BE SMEAR TO INTERIOR FRAMES AND OF GALVANIZED STEEL (ASTM A 526, COMMERCIAL QUALITY, OR EQUAL). C. EXTERIOR DOORS TO BE INSULATED WITH R -4 CORE INSULATION_ D. ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE FACTORY PRIMED FOR REED APPLIED FINISH COAT. 8.3 HARDWOOD DOORS DOORS FOR OPAQUE FINISH SHALL BE AWI CUSTOM GRADE SCUD CORE WOOD DOORS WITH PAINT GRADE BIRCH VENEER, 1 3/4" THICK. 8.4 SECURITY DOORS AND WINDOWS A. EXTERIOR BULLET RESISTANT DOOR AND FRAME SHALL BE GAFFCO MODEL #G20T OR APPROVED EQUAL; UL -4 RATING. FINISH SHALL BE DARK BRONZE ANODIZED. FULL VIEW LIGHT SHALL BE CPC 1012 GLAZING. INTEGRATE ELECTRIC STRIKE WITH MANUFACTURER'S STANDARD HARDWARE. 8.5 GLAZING A. PROVIDE SETTING BLOCKS, SPACERS AND COMPRESSIBLE FILLER ROOS AS REQUIRED_ PROVIDE GLAZING CHANNELS AND MISCELLANEOUS CLIPS AS DETAILED, ALL EXPOSED EDGES SHALL BE GROUND AND POLISHED. CLEAN ALL GLASS. B. GLAZING SCHEDULE: GL -1 1/2" CLEAR TEMPERED GLASS WITHOUT EXPOSED TONG MARKS C. TEMPERED SAFETY GLASS SHALL MEET FEDERAL SPECIFICATION 110- G-4510 AND ANSI 297.1 WHERE REQUIRED. 8.6 ACCESS DOORS A. ACCESS DOORS SHALL BE FLASH MOUNTED UNITS WITH DRYWALL FRAMES; MILCOR "04Y SERIES OR APPROVED EQUAL. D. LOCATE ACCESS DOORS WHERE SHOWN ON DRAWINGS AND AS REQUIRED TO PROVIDE ACCESS TO CONCEALED EQUIPMENT OR CONTROLS. VERIFY ALL ACCESS DOOR LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 8.7 HARDWARE A. .SEE HARDWARE SCHEDULE ON SHEET A5.0 FOR HARDWARE GROUPS_ B. ALL LOCKS SHALL BE PROVIDED WITH INTERCHANGABLE CORES. ALL LOCKS SHALL BE KEYED TO LANDLORD'S GRAND MASTER AND MASTER KEY SYSTEM. C. PROVIDE BLOCKING IN PARTITION FOR ALL WALL MOUNTED DOOR STOPS. D. HARDWARE ITEMS: LOCKSETS AND LATCHSETS SARGENT 8200 LEVER WITH ROSE TRIM CLOSERS: LCN OR APPROVED EQUAL, PARALLEL ARMS WHENEVER POSSIBLE, TB &G AT' W000 DOORS BUTTS STANLEY 4 -1/2 X 4 -1/2. 05260 FINISH SMOKE GASKETS: PEMKO OR APPROVED EQUAL DOOR PROTECTION: CIPCO, QUALITY, OR BUILDERS BRASS STOPS: CIPCO, QUALITY, OR BUILDERS BRASS EXTERIOR CYLINDERS: MEDECO DIVISION 9 FINISHES 9.1 GENERAL FINISH NOTES A. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCT, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. B. OFFSET STUDS WHERE REQUIRED SUCH THAT FINISH WALL SURFACES DLL BE FLUSH. A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. B. SEE SHEET TA3.0 FOR FINISH SCHEDULE. WAI I. FINISH NOTES A ALL PAINT SHALL BE APPUED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLIED UPON. B. SAMPLES OF ALL FINISH COLORS SPECIFIED SHALL BE SUBMITTED PER DIVISION 1, SECTION 2.0, FOR APPROVAL BY ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. C. IN AREAS TO BE LEFT UNFINISHED, GYPSUM BOARD WALLS SHALL BE FIRE TAPED. ONLY. 9.3 FLOOR FINISH NOTES A. THE CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES PER DIVISION T, SECTION 2.0, FOR APPROVAL B. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET OPENS, UNLESS OTHERWISE NOTED. C. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS AND SHELL AND CORE SPECIFICATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. 9.4 GYPSUM BOARD ASSEMBLIES A. REFER TO PARTITION SCHEDULE ON SHEET A5.0. B. GYPSUM WALLBOARD TO BE 5/8" TYPE 'X' GYPSUM WALLBOARD EXCEPT WHERE NOTED OTHERWISE. PROVIDE 5/8 WATER RESISTANT BACKING BOARD AT ALL CERAMIC TILE WALLS. C. PROVIDE METAL CORNER BEADS, CASING BEADS AND DRY WALL TRIM ACCESSORIES WHERE REQUIRED. D. SOUND INSULATION, WHERE INDICATED, TO BE 3 h" UNFACED SOUND ATTENUATION BATTS. 9.5 CARPET A. LAYOUT CARPET TO MINIMIZE SEAMS. B. PROVIDE 3% OVERAGE OF EACH CARPET TO LANDLORD IN LARGEST PIECES POSSIBLE. C. CARPET PAD TO BE GFI /ALLEN FIBERLOC II, 3/8' THICK, OR APPROVED EQUAL D. PROVIDE SHOP DRAWINGS SHOWING CARPET SEAM LAYOUT. E. CARPET SCHEDULE CPT -1 PATCRAFT EMPOWERED, #18458 -109, INSTALLED OVER PAD PER MANUFACTURER'" RECOMMENDATIONS. 9 CERAMIC TILE Al CERAMIC FLOOR TILE INSTALLATION TO BE TCA FI13 -87, THIN SET SYSTEM. B. CERAMIC WALL TILE INSTALLATION TO BE TCA W244 -87, THIN SET SYSTEM. C. CERAMIC TILE SCHEDULE: CT -1 DAL TILE, KEYSTONE PORCELAIN CERAMIC MOSAIC, 2' x 2', 10K -747 - BUFFSTONE" CT -2 DAL -TILE, GLAZED INTERIOR TILE, 5" x 6', Io - 1225 "CT. DOVE" CT -3 AMERICAN OLEAN, GLAZED WALL TILE, 6' x 6 ", #54 "MATTE DARK ASPEN" CT -4 AMERICAN OLEAN, GLAZED WALL TILE, 6" x 13", #56 'MATTE CORAL' D. GROUT TO SAND - PORTLAND CEMENT. COLOR TO BE SELECTED BY ARCHITECT. E PROVIDE COVED BASE TILE, BULLNOSED TILES AND OTHER SHAPED TILES AS REQUIRED. 9.7 RESILIENT FLOORING A VINYL. COMPOSITION TILE SHALL BE MANNNGTON ESSENTIALS, 12 "x12 "x1/8 OR APPROVED EOBAL COLOR SHALL MATCH THE FOLLOWING: VCT -1 MANNINGTON #137 "SANDRIFT B. VINYL BASE (RB -H) SHALL. BE ROPPE .080 `ANY_ BASE. 4' HIGH, MATH COVE,' OR APPROVED EQUAL PROVIDE PREMOLDED INTERIOR AND EXTERIOR CORNERS, OR, ALTERNATIVELY, INSIDE CORNERS MAY BE MITERED. COLOR SHALL MATCH ROPPE #540, FAWN. C. REDUCER STRIPS S1AN. BE ROPPE #157 -179, DESERT 'TAN, OR APPROVED EQUAL. 9.8 ACOUTSTICAL CEILINGS A. INSTALL TILE PATTERN CENTERED IN ROOM, IN EACH DIRECTION, EXCEPT WHERE NOTED OTHERWISE ON PLANS UNLESS OTHERWISE REQUIRED TO UNIFORMLY SPACE LIGHT FIXTURES, ADJUST TILE LAYOUT SO R1AT NO PANEL WILL BE LESS THAN ONE -HALF FULL LENGTH OR WIDTH- SPRINKLER HEADS OERTS, MECHANICAL DEVICES, ETC. SHALL BE CENTERED IN TILES, B. METAL SUSPENSKIN SYSTEM SHALL BE 15/16 TEE AS MANUFACTURED BY DONN, CHICAGO METAUC, OR APPROVED EQUAL PROVIDE SHEET METAL EDGE MOLDINGS AND TRIM. C CEILING TILE SCHEDULE: ACT -1 ARMSTRONG CORTE. 'aCOND LOOK II' 12767, 24 OR APPROVED EQUAL ACT. -2 ARMSTRONG PERFORATED VL FIRE GUARD, 13871, 24"x48'x5 /B ° , PATTERN C~. 9 o PAINTING A CONFORM TO THE RECOMMENDATIONS OF THE CURRENT EDITION OF ARCHITECTURAL S'EOFICA4TONS MANUAL - PAINTING- S_ PROV ^JE SFX SAMPLES OE EA. PAINT [.... AKO ia0SS em 12" x 12" ART BOARD FOR APPROV.A! C PAINTING SCHEDULE WALLS: 2 COAT PROCESS. TINT PRIMER TO MATCH FINAL COAT, EGGSHELL ENAMEL GAB CEILINGS 2 COAT PROCESS. TINT PRIMER TO MATCH FINAL COAT, LATEX FIAT METAL 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, SEMI -GLOSS ENAMEL • TOUCEi -UP PAINT WITH THE SAME APPLICATION SYSTEM UKD FOR THE LAST HNISH COAT. E ALL PAINT COLORS SHALL MATCH .E FO-OWING: P -1 BENJAMIN MOORS #6464 P -2 BENJAMIN MOORE 11542 P -3 BENJAMIN MOORE 1455 DIVISION 10 SPECIALTIES 10.1 SIGNAGE. SHELL /CORE A. PROVIDE IDENTITY SIGNAGE MATCHING BUILDING STANDARD IDENTIFICATION SYSTEM. QUANTITY = 4. 102 ACCESSIBLE TILE FLOORING A. ACCESSIBLE TILE FLOORING (ATF) SHALL BE WOOD CORE SYSTEM #WC5000 MTH BOLTED STRINGER, AS MANUFACTURED BY MAXCESS TECHNOLOGIES, INC. B. FLOOR FINISH TO BE SOLID VINYL TILE, COLOR ST -61, "GREY SWIRL ". C. INSTALL COMPLETE' SYSTEM INCLUDING PEDESTALS AND CONNECTIONS, STRINGERS, FLOOR PANELS, RAMPS, STAIRS. VERTICAL CLOSURES, AS SHOWN ON DRAWINGS AND TO MEET MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. 0. PROVIDE 1 1" OUTSIDE DIAMETER ALUMINUM RAILING SYSTEM PER DRAWINGS AND TO MEET ALL APPLICABLE CODES. E. PROVIDE SHOP DRAWINGS SHOWING ENTIRE SYSTEM LAYOUT PER DIVISION I, SECTION 2.0. F. PROVIDE PAINTED ALUMINUM FILLER STRIP AT ALL PARTITIONS. G. PROVIDE PERFORATED, DAMPERED TILES PER ARCHITECTURAL DRAWINGS. 10.3 FIRE EXTINGUISHER CABINETS A. PROVIDE FIRE EXTINGUISHERS TO MEET CODE REQUIREMENT OF 75' MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER FROM ANY POINT IN BUILDING. B. FIRE EXTINGUISHER SCHEDULE: FE -1 LARSON CAMEO #C2409 -R, BPS (2A 1013C), B2 BRACKET, OR APPROVED EQUAL. PAINT EXPOSED CABINET TO MATCH ADJACENT WALL C. AU. FIRE EXTINGUISHERS IN FIRE - PROTECTION WET ZONES SHALL BE FE -1; ALL FIRE EXTINGUISHERS IN FIRE - PROTECTION DRY ZONES SHALL BE FE -2. 10.4 TOILET COMPARTMENTS A. PARTITIONS SHALL BE ACRYLIC COATED METAL TALL! PARTITIONS; NORMANDIE TYPE AS MANUFACTURED BY SANYMETA., INC., OR APPROVED EQUAL. B. URINAL SCREENS SHALL BE SANYMETAL TYPE C, WALL HUNG BRACKET SUPPORTED, OR APPROVED EQUAL. C. ATTACHMENTS, SCREWS AND BOLTS SHALL BE STAINLESS STEEL. D. HARDWARE SHALL BE CHROME PLATED NON- FERROUS CAST PIVOT GRAVITY TYPE HINGES WITH NYLON BEARINGS; THUMB TURN DOOR LATCH; DOOR STRIKE WITH RUBBER BUMPER; CAST ALLOY CHROME PLATED COAT HOOK AND BUMPER. E. COLOR OF PARTITIONS, PILASTERS DOORS AND SCREENS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 10.5 TOILET ACCESSORIES A. CONFORM TO WAC -51 -30 FOR MOUNTING HEIGHTS AND OTHER REQUIREMENTS FOR ACCESSIBLE DESIGN. B. TOILET ACCESSORIES SHALE BE MANUFACTURER'S STANDARD STAINLESS STEEL FINISH, EXCEPT WHERE NOTED OTHERWISE. C. ALL TOILET ACCESSORIES TO BE AS SCHEDULED BELOW, OR APPROVED EQUAL. DIIASIO111 EQUIPMENT NOT REQUIRED :D.2 ox 2ca RECESED DRAWING NUMBER: CRYOFTUKWM PING 2 9 2000 PERMRCENTER SBEY ARCHITECTURE CONSULTANTS. s A PHASE I PERMIT REV. 8-4.00 PHASE 2 FERMI 1-26-00 REVISIONS ISSUE DATE new, FOR TI FERAIT 6 -26-00 Ti DRAWING TITLE: PROGRESS DATE 6114/00 PLOT: PROJECT NUMBER: 1210.11 DRAWN Bt: SSMITI - 4 CHECKED BY: APPROVED BY: en mate,. app.., been coo.. waned wrc of fne satf Cm..m ,wt to duplicated, us. or QivJesed mrrsm 0 Ue Satry Corporaien. CITY nc ,,,,!L{ * „:".,,,,, SeEclacATICJ SYMBOLS FTLEG: /AGA210.11 5,36, BBxoOG,IMARON T 0 BUILDING 3 161445 S.F. OCCUPANCY B ArA PARKING 1/1000.181 V -N SPRINKLERED 35080 SF. 2 NR AREA SEPARATION. WALL BUILDING 2 107,489 S.F. OCCUPANCY B PARKING 1 /1000008 V -N SPRINKLERED UNLIMITED AREA LIGHT REALM • 3355 S. 120TH PL. \\ e \�F �1 E BUILDING i�'aj C FlRE'WALL 18,640 SF. YARD WI NEW FIRE WALL PARK' SWITCH GEAR BUILDING 5 188,222 S.F.\ OCCUPANCY B PARKING 1/1000088 I -FR SPRINKLERED S. 120TH PL. BUILDING 1 98,564 S.F. OCCUPANCY B PARKING 1/100099 V-H SPRINKLERED BLDG.." SWITCH GEAR BUILDING 4 115,895 S.F. OCCUPANCY B PARKING 1/1000018 V -1 HR SPRINKLERED 0 A w 0 Sec. 9 1/4 Cor. Sec. 10 LOT 2--. LOT 1 SB733'12, 728.40' 25' RECIFROCIAL ACCESS EASEMENT n53 5 ADJUSTED LOT LSE 9LDG. 4 SWITCH GEAR FBA LANE N06TANDEIG OR PAEENA AT ANYTIME 60' RECORDED i NON BUILDABLE EASE I 3511 S. 126TH PL. 60' RECORDED NON EUILDABLE EASEMENT ("Fiat-IHINV*3?-%-t - P-MFelket•ice. •=4Qe..ki) 0 4 Scale = C1T'! Of TUKWIL nn BEY A RCHITECTURE CONSUETANTS REVISIONS ISSUE DATE Permit 7128100 FlLE PLOT: PROJECT NUMBER DRAWN BY: CHECKED BY: APPROVED BY: C EXODUS DRAWING TAE: Site PROGRESS DATE 6/26/00 d tlp01' °pII ®�� R: N pI ryI C DRAWING NUMBE u� �IIuII ITYCF !A AUG 2 9 2001 { „ = 80 ,PERMRCENTE2 I I 00 -IA -WA NOTE: I. ALL UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF 1991 UNIFORM FIRE CODE. 2 ALL DOORS AND HARDWARE SHALL MST MINIMUM REQUIREMENTS OF UB O SECTION 1003.5.1.1 AND 1005.5.1.8 . ic EP >a -+ I „•. I m - +�, I n.s I :,. +� I wa I a:w I >b -r I ale ! >r s• I swan i n s� I ors I mew I n �m i >s -gym I n., I IG -East First Floor Plan SCALE: 1" = 20' 'rBB OLLUPANOY SEPARATION G I .OUR RATED 2 HR RATED PARTITON EXISTING PARTITIONS NEW PARTITIONS PARTITIONS TO SE REMOVED OR TEMPORARY PARTITION FOR PHASING PURPOSE DWo AREA E AREA D AREA G AREA B AREA A KEY PLAN UtIY F TU-aeiLA AfFRv'i n CONSULTANTS DRAWING NUMBER: RECEIVED CRVOFTUKWM AUG 2 9 2000 PERMIUCENTER S4BEY ARCHITECTURE RYNIT RE -ISM B -25-O0 PHASE 3 ISSUE B-IS-GO PHASE i PERMIT REV. 8-4-00 R NSE 2 PERMIT T-26-00 REVISIONS ISSUE DATE ISSED FOR 11 PERMIT 8-2610 ai ma.inys anal antten material aaaam+M he. coml.. the original ma oawih64red •ork N Ey: Sraey CmaQatn, an may nat ce m' , as o. emas, t ..ra" aonsenc ale ates r. EXODUS DRAWING HIE: OVERALL FIRST FLOOR FLOOR FLAN PROGRESS DATE 6/14/00 RLES: /A3A210J1 S5- Exodus TvA2 - 11dwq PLO?: PROJECT NUMBER: 1210.11 DRAWN BY: SallTH CHECKED BY: APPROVED BY: I• HDP2A s ATTENIATOR fas. uae. wo,I O UPS 2A1 FRONT 1�•I� I.�I ESB -1E LBDP -1 • PARAL FLING • • P ! • •• 1E2SWITCPICEAR • • C HDP3B SOUND ATTE7IATOR (ws. vcx. o <•A PS BATTERY ROOM • HDP2C GENERATOR ROOM 1D ACLU - TIC PANEL KN. 2' 7HK AID ATTBUATOR 26' -0Sd5' -0' H. b' CONC. COPS BELOW InF) SCC -2 FRONT CONCRETE SHEAR WALL SEE STRUCTURAL N T: U TE A'TI : 6 w N a a O HDP2D sOUNO ATTENUATOR BATTERY BOX -r (TYPICAL) 0 UPS 101 (164( i iO iii HE iuin iii JI� ] II /111 � 11 11I� Mr II 1 I+ I� I I� I I�+ I1 � .: I ; #,! I; f ; I I, }; III f,1;. i .11 ! i 9_ � y�iIIJJJJJs tilt SOUND ATTEN/ATOR fax L.7c>,. woN UPS BATTE ROOM CE I OFFICE SCC - 1 2' -1e 10' -0" 10'-10" OPEN OFFICE OFFICE OFFICE OFFICE 16' - 0 5/5" SPRINKLER VALVE ROOM ern WOMEN STAIR . 1-111111111111111 11 STORAGE 5 8 1 SECURITY I 12 WEL K 14' -11 5/5' II AIR INTAKE TUNNEL 2H2A 2THA PASSAGE (12P1 P2 - 5 3/4" LOAD BANK I LOAD BANK ACOUSTIC PANEL MIN 2'TN.. BLANKING PANEL N) SCALE: 1/8" = V-0" 23' -2" 4' -I I /.S 10' -I I2" Area A First Floor 5' -9 I/4" 17' -i 12" NOTE: I. ALL UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF IRR1 UNIFORM FIRE CODE 2. ALL DOORS AND HARDWARE SHALL MEET MINIMUM REQUIREMENTS OF IMO. SECTION 10033.1.1 AND 1003316 11' -0" 1 l0'-9 I/4" 6 1/4" Cs) LEGE I 1' -1 6'40' 9' -2 3/4" I6' -4 3/4" 1 13' -5 "1 12' -0 5/5" 15' -7 7/5" — - — - H5/8 OCCUPANCY SEPARATION E I HOUR RA 2 HR. RATED PARTITION EXISTING PARTITIONS Q NEW PARTITIONS. — — —_ — PARTITIONS. TO BE REMOVED OR TEMPORARY PARTITION FOR PI -ASIR& KEY PLAN PHASE 2 PHASE HARDENED SECURITY VESTIBULE ' . 0 0 R 1 URITY TL2NSTILE CLOSET 1) SABEY CONSULTANTS FER41T REH55UE a - 25 - oo /e` � PHASE 3 1591E 5-13-00 -GO PHASE I FERMIT REV_ 8-4-00 FHASE 2 P62MT 1-26-OO REVISIONS ISSUE DATE ISSUED FOR T1 PEWIT 6-20-00 " tng nom, mesa,. EXODUS nrrergetaeast DRAWING TIRE: AREA A PROGRESS DATE: 6114/00 FlLEG: /AGA210.11 5obey Exodus TI /A2- 12.m.q D2p0o--zes PLOT: PROJECT NUMBER: 1215.11 DRAWN BY SSMITH CHECKED BY: APPROVED BY: DRAWING NUMBER: CITYOOPTU�KWTLA AUG 2 9 2000 PERMRCENTER ARCHITECTURE FIRST FLOOR FLOOR PLAN 2 CIN P s ILA �C C) VEST.] 141 I :.OMUNICATIO CORRIDOR Pi 1 145 11 A A A EXISTING WALL TO BE REMOVED 24 3/8: lN VOLTAGE KUPABIT 24' -6 1/4" SHIPPING, RECEIVING uiliuiiiiiiiiiii STAIR V'1IIIIIIIII ° 2 �rmmn 4 l /8" 18' -8 3/8' CUSTOMER STAGING SEATTLE CITY LIGHT TWO HOUR RATED :c- -UP I R -8 1/2" 3 4' 3 3/1" UST 4 (4 - I 1/2 ,000 91 0,1) 4 T/R LIN_ OF EQUIPMENT PAD ABOVE UST s (40,0 .0 g a I) UST 2 (40,000 g al) 3,=D 1/4" UST I (40,000 gal) NOTE: I. ALL UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF 1991 UNIFORM FIRE CODE. 2. ALL DOORS AND HARDWARE SHALL MEET MINIMUM REQUIREMENTS OF UD.G. SECTION I0O33.1.1 AND I003316 LEGEND H3/8 OOGUPANOY SEPARATION E I HOUR RATED — ..— .. —..— 2 HR RATED PARTITON EXISTING PARTITIONS A NEW PARTITIONS, PARTITIONS TO SE REMOVED OR TEMPORARY PARTITION FOR PHASING PURPOSE PG, 14 Qw L FUTURE r I ASE 5 M QI 14' -1 5/8' S' - 1/8" 3' -6 3/4" 2� N N' _ "-•w N Ktnu i TL N ?TN N (2 N CONCRETE 5HEAR WALL SEE STRUCTURAL I' -0" 23' -2" 4' -I 1/3 110 -1 I/2" Area B First Floor SCALE: 1/8" = 1' -0" ENCLOSE EX. OPENING ADMINISTRATION ROOM I' -I" 1 6' -10 ❑ 12' -0 5/5" OVIDE NEW ENING FOR EXIT DOOR 5' -1 7 /8" ThMI'ORARI' PARTITION (PHA E I CONSTRUCTION) / 16' m 5/8" 3)2 coo -zo KEY PLAN PHASE I PHASE 2 5 ; S l CRY RECEIVED AUG 2 9 2000 PERMITCENTEN SAJ3EY CONSULTANTS DRAWING TIRE: ARCHITECTURE Q FLRMIT r2E -I55UE 5-25-00 Ft-EASE 3 ISSUE 8-5-00 ye` 4V,5E 1 PERMIT H5/ 5-4-00 PHASE 2 F£FMIT 7-26-00 RENSIONS ISSUE DATE ISSUED FOR 1 PERMIT 6 -26-00 dranng one wri[tm ru[ encl appearing teen sash,. work at yre «maa:ocon a mIna ,ome . y „oc x w,pr... aiseorea e Salley Cocoon., ExoD'us r7 (mast AREA 8 FIRST FLOOR FLOOR PLAN PROGRESS DATE GN4/00 FILED: /AG /1110.11 5aB 9 Exodus TI /A2- 13 chng PLOT: PROJECT NUMBER: 1210.11 DRAWN BY. 55MIT4 CHECKED BY: APPROVED BY: DRAWING NUMBER: Ago 3 14 •• M LLEUNG r3 ITCHGEAR PARALLEL NG SWITCHGEpR M •• a ••• °m I YllllllllllllUil I.I■uu.iI.II_a■ CONCRETE SHEAR WALL SEE STRUGTURAL ATTERATM Rats poness•N PHASE 4 PHASE B AIR INTAKE TUNNEL 153 I ACOUSTIC PANEL MIN. 2" THIC SCALE: 1/8" = 1' -0" SOO 000 ••• 000 LOAD BANK Area C First Floor FRONT UPS 342 0 UPS 3A3 0 UPS 3D2 L 0 UPS 3D3 ( 0 UPS 3E1 O, 0 UPS 3E2' UPS 3E3 0 I I 0 0 O 0 M AC.OGTIG PA}@_ MIN. 2' THC. 3L3C 3L3A1 3L3B 1 3H3C [ to 3H3D [ 3L3D 1 3H3E [ 3L3E I k4 T LA 22' -21/8" 3'-II 7/8" ATfENUATOR 26'-05d6O H. 6' COYC axe 1a1A1 (IYP) NOTE_ UPS SA 1 1 tRY ROO'15 TO' COMPLY WITH ARTICLE 64 OF IT UNIFORM FIRE CODE 5T2 FHASE 5 NOTE: I. ALL UPS BATTERY ROOMS TO COMPLY %41TH ARTICLE 64 OF 144? UNIFORM FIRE CODE. 2. ALL DOORS AND HARDAARE SHALL MEET MINIMIM REQUIREMENTS OF UB0. SEGTiON 1003.3.1.1 AND 10033.1.5 n ACOUSTIC PANEL MIN 2' INC ACGVSTIG PANH_ rMK2'TK zooth-zos FB/B OCCUPANCY. SEPARATION E I HOUR RATED 2 HR RATED PARTITON EXISTING PARTITIONS NEW PARTITIONS PARTITIONS TO HE REMOVED OR TEMPORARY PARTITION FOR PHASING PURPOSE AREA E AREA D AREA B KEY PLAN AIR INTAKE TUNNEL I153I ACOIYTIG PANEL MIN. 2' TN, RECEIVED CRYOPTUKWR/ AUG 2 9 2000 PERMITCENTER CONSULTANTS DRAWING TITLE: S4BEY ARCHITECTURE — FEYMT RE -ISSE 8 � RASE 3 155E 5-15-00 r e` RASE I PERMIT REV_ 8-4-00 _ - PHA.. 2 PERMIT• 726-00 REVISIONS ISSUE DATE 155150 FOR 11 PERMIT 6 -26-00 ai a 41 ova '" rt vtcim 1'7 n �n�te tie ori and wy ubfisM1etl Wn of IFe 5®e Cwporutinn nat " flf m, i : er aisdasea nwn of tFe Sahe Corpo.vtiart ExoDU A2. AREA C FIRST FLOOR FLOOR PLAN PROGRESS DATE: 6/14190 FlLESJAG/1219.11 Sabo, Exodus D/52-44.d, PLOT: PROJECT NUMBER: 12152.11 DRAWN BY: SSMITN CHECKED BY: APPROVED EG DRAWING NUMBER: 4 11 11111111111111 F m� enmuun i,� r LAnmumI L ra PHASE PHASE 4 C PHASE 4 PHASE 3 SFRNKLER VALVE ROOM 160 I " I J MAINTENANCE C ;', ACOUSTIC PANG_ MIN. 2' THK. SCALE: 1/8" = 1' -0" 0 x 000 .. 000 N. n00 ... FL 000 13 OCCUPANCY Area D First Floor NOTE: UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF I ci1 UNIFORM FIRE CODE UPS 443 I O UPS 441 UPS 4C3 0 UPS 4111 UPS 4112 0 UPS 433 UPS 4E1 0 UPS 4E2 FRONT UPS 4C1 0 O' UPS 4C2 O O 0 UPS 4E3 0 I 0 I 4H4A 4L4A 411481 ?µl 4L4811 C,09 4L4CI � 4341 0 0 O �J 4L4D1 I � 434 4L4E z\ NOTE: I. ALL UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF 1343 UNIFORM FIRE CODE. 2. ALL DOORS AND HARDWARE SHALL MEET MINIMUM REQUIREMENTS OF UB.G. SECTION 1003311 AND 1003.3.1.8 LEGEND FUTURE GOLO AREA 133 1)Zooc -zos 16/6 OCCUPANCY SEPARATION C 1 40118 RATED 2 HR RATED PARTITON� EXISTING FARTinoN3 —� NEW PARTITIONS PARTITIONS TO 6E REMOVED OR TEMPORARY PARTITION FOR PHASING PURPOSE AREA E AREA G AREA 5 AREA A KEY PLAN RECEIVED CRVOFTURMLA AUG 2 9 7000 PEA. CENTER CONSULTPARS PERMIT #8 -ISSUE 3 -25-00 83A5E 3 155.E 8 -15-00 s PHASE! PERMIT REV 8-4-00 FFIASF 2 PEWIT 7 -26-00 REVISIONS ISSUE DATE ISSUED FOR Ti PERMIT 6 - 26 - 00 DRAWING TIRE: PROGRESS DATE 6114/00 FILED: /ACz/2011 Saba, Exodus TUA2 -13d, PLOT: PROJECT NUMBER: 12111 DRAWN BY: SSMITI - CHECKED BY: APPROVED BY: DRAWING NUMBER: S4BEY ARCHITECTURE A2. AREA D FIRST 91021 FLOOR FLAN S PHASE 5 ( 5 1 PHASE 4 e 0 UPS 5 UPS 5A3 0 0 UPS 5B1 UPS 5B2 0 UPS 5B3 UPS 5C1 11PS 5C2 UPS 5C3 0 UPS 5111 UPS 5112 0 UPS 5113 UPS 5E1 O UPS 5E2 UPS 5E3 1 1:1: v 6 LOAD I BANK BATTERY BOX (TYPICAL) f in H' L. ' r-M1 4 ERIN. vPME J ' ��'�:r.;�s�. _ ENERATOR u� I ROOM (H -3 OCCUPANCY) I •• MAINTENANCE 155 AIR INTAKE TUNNEL I53I PARAIILELING SWITCHGEAR •• fi ••• I , T • P21 ACOUSTIC PAWL MRL 2'!RC ACOUSTIC PANEL_ MIN 2' TIaC m • P2 ACOUSTIC PANEL. M N 2' THK. 12" CONCRETE SHEAR WALL SEE STRUCTURAL ACOUSTIC FARM_ MIN. 2" TNK. Area E First Floor SCALE: 1/8" 1' -0" NOTE: UPS BATTERY ROOMS TO GOMPLY WITH ARTICLE 64 OF 177 UNIFORM FIRE CODE FUTURE GOLO AREA (1331 I. ALL UPS BATTERY ROOMS TO COMPLY WITH ARTICLE 64 OF 1447 UNIFORM FIRE CODE. 2. ALL DOORS AND HARDWARE SHALL MEET MINIMUM REQUIREMENTS OF UB.C. TION 10053.1.1 AND 10033.1.8 EGEND EXISTING SHELL AND GORE INTDIOR FINISH H515 OCCUPANCY SEPARATION E I HOUR RATED 2 NR, RATED PARTITON EXISTING PARTITIONS NEW PARTITIONS PARTITIONS TO EIE REMOVED OR TEMPORARY PARTITION FOR PHASING PURPO. :r;&000 2€8 KEY PLAN FACE OF EXL. crrigiumnA AUG 2 S 2000 PEBMRCENTER CONSULTANFS EMTRE-ISSUE 6 -25-00 SHADE 3 159 8-5-00 PHASE I P32MIT REY. 8-4-00 PHASE 2 PERMIT 1-26-00 RENSIONS ISSUE DATE ISSUED FOR 11 P00-AT 6 -26-00 Ni t; ', 2 s aad N an and DRAWING TDLE: DRAWING NUMBER: SABEY ARCHITECTURE A2. .wk of sew Corporation duplicated, us. or calmed t of the Sa6ey Corporation LEXODUS AREA E FIRST FLOOR FLOOR PLAN PROGRESS DATE: 6/14/00 FILED: /AG/1210.11 Sabey Exodus TI /A2- 16.rbg PLOT: PROJECT NUMBER: 1210.11 DRAWN BY: SSMITI - CHECKED BY: APPROVED BY: 0 0 0 ° T T Y TQ` 4 Q 4 T T T Y oiilQUiiiiip.dia iiifiiuiiiiiiii amINEiiioniiiii 1pe lHlwlxeilminx nlnl nxllxi iOHetleee11m1 1etle peflellxellWlleeellexlleeiflel 1x11!1111111 ■CI[Ilelt�etwnxlmi Ew0x11xel1�Rlmelneel -'H AElnfleeelnx{leietle IIee1P- rneetlieel enc�nn. v mvme mwu> EVmvt iamvmv ,�nn €fuuxmexmnvlel� Ilexnxv �wfl�i�nn�tlnvinvlieni�e °�Ini'Iv�llulmlm �misvmvmIImxu�xl��IiiiEii11 °� mi�enq�evloeM���,�Ilpennol ��s� YemexeulexeTxexl�ra�xemea txmeeefoxx mTeemim �••• emeeeeemxmsx xememx � lmxm emla i meme�el a _- -_ -_ -- , -__- 1 110 eel 11111111111111111 u . 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RAT® PARTITON EXISTING PARTITIONS NEW PARTITIONS PARTITIONS TO BE REMOVED OR TEMPORARY PARTITION FOR YHASINS PURPOSE , AREA E AREA D AREA L AREA P AREA A KEY PLAN REC EIVED CITY DRTUIPVCA AUG 2 9 2000 PERMIT CENTER CONSILTANES SBEY ARCHITECTURE PHASE I PERNfft REV 6-4-00 PHASE 2 PERMIT 7 -26-00 RDASIONS ISSUE D A L E 15511FD FOR TI PERMIT 6- 26-00 NI drawings and mitten mvfefw appearing herein msGhte the oeigeinal aM unpoh i9ced .ark of the Saber CGpRGtion vntl th 0011 may. not be tl :9E0.e, used or drsclased without the written mnsent of the Sober Corporation e EXODUS Dirgregfiteexa DRAWING TITLE: OVERALL PROGRESS DATE: 6/14/00 A2 SECOND FLOOR FLOOR PLAN FILEG: /4GA210 Saber Exodus TI /A2- 21:thlg PLOT: - -- PROJECT NUMBER: 1210.11 DRAWN BY: SSi IIT:+ CHECKED BY: APPROVED BY: DRAWING NUMBER RI UM 1 1 -, 1 1 - MIIMMEMILIIIMIMEM , I NM - 7,1 1°1 4 1 I cr 11=EIMI . 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NEIN PARTITIONS - - PARTITIONS TO I REMOVED OR P A RTITION FOR PHASING PIIRPOC>.E r' PHASE 5 PHAS 2 KEY PLAN 1 SABEY ARCHITECTURE CDNSULTAN1S PHASE I P 9T REV. 5-4-00 __,A,_ PHASE 2,FEMIT 7 -2600 RENSKINS ISSUE 5A I%6ID FOR 11 505 -IT 6- 26-(.0 NI drawings and written matenm eppemkg hero cvahLPe the orgnal and unpublished work of Snhey Capmoiim and the same may not be consent Me. npnml h :.sin ar A - cf�d without the written consent of the Safe Corporotron. • EXODUS DRAWING TIRE: AREA E THIRD FLOOR FLOOR PLAN PROGRESS DATE: .4/00 FlLEG: /AG/1210.11 Exodus TI /A2- 35.dw9 PLOT: PROJECT NUMBER: 1210.11 DRAWN B, SSMITN CHECKED BY: APPROVED BY: DRAWING NUMBER: AUG RECEIVED CITYOFTUKWRA 9 TE r 2 " � S Q Q N I I I I I I I I I QM Roof Plan SCALE: 1" = 20' C D2000 A9 SiBEY CONSULTANTS ARCHITECTURE R OHM W. G scar aF _A_ PIAREtrA<0tfBESEJ. 8-4 -00 PHASE 2 PERMIT 7 -26-00 REVISIONS ISSUE DATE ISSN FOR T1 PERMIT 6 -26-00 al d.ew ass a�a wM mmenm oaaeow7s nereo, ca�n�te me o,yeai om a s sn a .om or me sone conraoeo. aea the same ay t n a o ptmea, esea or atcl w tnouc the wr tt ent t the Sabey Corpara6on. EXODUS DRAWING TIRE: PROGRESS DATE 6/W/00 OVERALL ROOF FLOOR PLAN FILE:G: 11C+/1210A Sabey Exodus TI /A2- 41.dwg PLOT: PROJECT NUMBER: 1210:11 DRAWN BY: SSMITW CHECKED BY: APPROVED BY: DRAWING NUMBER: NECEMED CRYOFTUKWILA AUG 292000 A2 o4 PERMITCENTEB eT 4f ! r - F C N D — I i Lfte CF SA4JTE \— LINE O= t 6211F IENT PAD EELCWI O lit L ivm • ff _ : I Vig N RP __ .,..,_.. . 0 :11 . _ NEI - 1 1 1 -7 7 1 1 , 1 .1k it - 1 Lill ci . .. J Ill , 11 1 i r„ I .I3lII-l- , _. if If �1. p 1 � --; 0 1— _14VAC gl unirr rn, , I11�.« .ii L J- a. "1 _-1 N II Ili _ w 1 Pirit II 1 ,... IN .' liM 5,11 - -... ., rd7 -IL,- rni inni IRI r te_ r ! 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EXODUS DRAWING TIRE: PROGRESS DATE 6/W/00 OVERALL ROOF FLOOR PLAN FILE:G: 11C+/1210A Sabey Exodus TI /A2- 41.dwg PLOT: PROJECT NUMBER: 1210:11 DRAWN BY: SSMITW CHECKED BY: APPROVED BY: DRAWING NUMBER: NECEMED CRYOFTUKWILA AUG 292000 A2 o4 PERMITCENTEB ACC U- (K OVIDE G=ANGWAY SS OVER DUCTING I 1 7 0 0 I 0001 u ® j 9 r, 1 9 LJ rra v r L \ i NJ 0 6 C) 52' -0" ( N • I \ I LA uu M ,. ELEC N 1 �\ 1 L 00® LU' e 1'1 34' -5 3 IzeJ i Area A Roof Plan IDA N \ i Li @J lJ LJ L% G..1 N "J rl LJ rl Ll LJ SCALE: 1/8" = 1' -0" LJ LJ lJ LJ 11 l NJ LJ lJ Li S 20' -1 1 I SINI NS' LJ li C1 LJ `J v n F \ LA CD U 13' -7 1/2" 0 LJ LJ L -9 LJ 0 ' -5 1/2" L e5'- 3 In ' CONC. PAD C LJ LJ /1 r \ i Li DOE — FOR DETAILS T TYP3— LJ 0 LJ 0 LJ PROVIDE 3 1/2' THK CONCRETE EQUIPMENT PAD, MOUNT CONDENSER TO PAD TING 1/2'0 ANCHOR BpLTS CTYP37 LJ l LJ C l LJ Li v L \ A U'S LJ Li L'J :RA1ti! \o RE: E r LJ U1 LJ v rl \J r\ LA IFO L �I e I 2x72 SA DISCARGE DUCT L-3 CONNECT TO 5 x110 HUMIFIIjIER HOUSING, ADD U6x72 SA DUET FROI}I HUMIDIFIES TO MAIN 86'0 BUC (TIT) UP G.l LJ G..1 LJ 0 L% UP r LJ UP 11.01/2' 4'- 7" ®1 U1 rl UP v CD \J Cl LJ rl 0 LJ UP NJ UP 0 rl U UP PU LJ rl F L \ i 22x22 ELEV SHAFT TENT DUCT m PHASE 2 *ASEI ROOF ACCESS HATCH WITH GUAURD RAIL 42" ABOVE ROOF KEY PLAN CONSULTANTS: SABEY ARCHITECTURE 4 1 5 _A__ PHASE I PERMIT REV. 5-4-00 PHASE 2 PERMIT 7 -26-00 REVISKINS ISSUE DATE ISSUED FGR 11 PERMIT 6 -26-00 ui am: 1 g s u"a w,ittm mNSa1 7,7 7, �hwte Ue origi aria unouNShed wph p: the Svhe Capora5on a "e ue m me moy 1 ce tlup6rnfetl, umC w 6su a witlut Me w ritten c"�rsent of Me Sahe Corporal r< • 16 RE CEIVED CRY OFTUKWDA AUG 2 9 2000 '<f DRAWING TALE: Ex OD IS AREA A ROOF FLOOR PLAN PROGRESS DATE: 6/14/00 FILES: /CCs/1210.11. Bain Exodus T1 /A2- 42.6, PLOT: PROJECT NUMBER: 1210 DRAWN OF SSMITI - CHECKED BY: APPROVED BY: DRAWING NUMBER: A2.42 LVJ B 4 -la I/ LV r KA VNI LLNJ KA IIIIIllhIL El CD-1 51-10F AREA 0 400 + 10' — 0" CD 0 0 L Diii Diii 0 Diii DC Diii Diii Diii Dii L Diii Dii Diii F L A K L (M LINE OF SATEILLITE FAD ABOvE. 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SAU3EY ARCHITECTURE PHASE I FERArr Rot 0-4--oo _A_ PHASE 2 PERMIT 1-26-00 10 R"9" issu DATE 1551E17 FOR TI PEP:MIT 6-26-00 td= =.7.17.mr hs.70,0, co= • EXODUS ONISWIWAMMatMeattsM nrfir)vte.east 111=1=1.11■1111111 pRoGREss DATE; a/14/00 AREA B ROOF FLOOR PLAN FILE,/A6/1210.11 Sabey Exod. TI/A2-43.dwg PLOT: PROJECT NUMBER; 1210.11 DRAWN By SSMITI4 CHECKED 8, APPROVED El, 11111.11111.1 DRAWING NUMBE CA *AMU AUG 2 9 2000 A243 pERN,T.ENTER 1 0 14 15 l\ LA Area C Roof Plan SCALE: 1/8" = 1' -0" DZ000 249 OVIDE G4NGUJAC 55 OVER DUCTING AREA E AREA D AREA AREA 8 AREA A KEY PLAN rl ll LJ LJ 11 Lv LJ LJ LJ LJ RECEIVED CDVOFTUKVAA AUG 2 9 2000 PERMITCENTER CONSULTAKS DRAWING TIRE DRAWING NUMBER: SABEY ARCHITECTURE f <` 19.1A 5E 1 PERMIT REV_ 8-4-00 Ps+ASE 2 FERMI 1- 26-00 RENSgNS ISSUE DATE I5511ED FOR 11 HERMIT 6-26-00 Ni dmx'u mW xntL ri2am1 a e he®n m�ihle i t ge nal ortl un to ai Me C� me may <o xu� fe4 without .he xritten Hunt f Ne Svhey Carpamuor_ L XODUS AREA G ROOF FLOOR PLAN PROGRESS DATE B.A,D0 TLEG:MYa/1210.11 5abeB Exodus iIfA1- }4_dWL� PLOT: PROJECT NUMBER: 1210.11 DRAWN BY: NANIT{ - CHECKED BY: APPROVED BY: A2-44 n . I r _ I � / ii, �/ @ F L — L NE OF SAT PAD ABOVE PHASE P ASE 2 PHASE 5 F' ASE 4 _ PHASE 4 - -- - V =J . 0 0 CD „ '@ @ N I -- ROOF ACCESS HAT7-H WITH GAURDRAIL 42" ABOVE ROOF 40(It F 1.-KA ni I in El SI-10P w m AREA ci- 400 ®- g 4(: c z KA n M o _ KA -- x L�L R1' 1 ELEC 1 — �1 CD -1 I ril, � a V- -' MI5 3'4" I / \' ��\ /� I \/ I I V \ F - 1 ` I ���` IIII �� ' LJ l 11 / 1 LJ L: LJ v LJ LJ 1 - r o c\ `J `J - �J 1 @ V ' f \/ � i v �1 \i `J \J `;J LJ CD 0 Li L J co JLJ J LJ LJ �, lug 47' -8. 4 -101/ az, 11EF � — 1 I \ \ L '„ 52,_I„ 1 -5 1/2 r 7' -5 � L J Ll \ / I� a \ L � 4 -1 _ L i l MY r \ L am, _ � s � ' -P�' „ '. 5 - .. 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X00 CD LJ NJ CD CO LJ II \ /II j a �E � � Q � I�I I�11 i ii Area D Roof Plan SCALE: 1 /8" = 1' 0" cG) D'ZAIiiIG- ESE !!F :bz000 AREA E AREA D AREA L AREA B AREA A KEY PLAN RECENED CRYOFTUKWIW AUG 2 9 2000 PERMITCENTER SABEY CONSULTANTS I dominos on ARCHITECTURE PHASE I PERMIT REV- 8-4-00 PHASE 2 PERMIT 7 -26-00 REVISIONS ISSUE DATE I551IED FORT] PERMIT 6 DRAWING TITLE: • DRAWING NUMBER: trial apoeamq herein ass4hJ .ode of the Sauey Corporation doormat, used or dsdsect o t f the Sauey Corporation. E ODDS AREA D ROOF FLOOR PLAN PROGRESS DATE: 6,4/00 RLEP. /AG/12I0.II 5aB Exodus TUA2- 45 .d.SB PLOT: PROJECT NUMBER: 1210.11 DRAWN BY, SSMITh4 CHECKED BY: APPROVED BY: A2.45 ( / ' PHASE 5 SE4 A LA 771 lJ LA l N'J �.1 LJ 7777 LJ 771 LJ 771 LJ \J Li LJ LJ ROOF ACCESS 14ATp4 WITH GAURDRAIL 42" ABOVE ROOF Akik L LEI AL 3-I FROVID GAN &WA ACCESS OVER DUCTING LJ LEI 1 52' -r L\1 LA 77 LA LJ 771 toJ 771 LJ LJ 27' -S 1/2" 7777 LJ 771 LJ l lJ G.1 771 N 771 lJ F LEI 7771 LJ 771 LJ 771 LJ LA Area E Roof Plan SCALE: 1/8" = 1' -0" Ara Nar Ara Ara NKr NEF w Ara NET Nis 'DJ 40 -7" 7777 LJ 77,1 L J 771 NJ 7777 n EN NA VN A Y y KA VN ' -m KA VN kA VN kA red 13i�a rfff LA I_ 19' - LA 4�1 47' 8 3 ,14" T 3 " -E LA 771 LJ 1 Ll Ara LJ LA NIEF 771 LJ 771 \J 771 LJ D LVNJ 77 LA 771 G1 `J m v 771 771 LJ G1 LJ 771 LJ 771 LJ G.1 LJ 771 LJ 400 7777 @J 0 LJ INF 771 LJ 01 LJ 7777 LJ 771 NJ 0 LJ I\ LA l \J L SHOP AREA + m PHASE 2 :Lzoe:» 108 AREA E AREA D AREA G AREA B AREA A KEY PLAN LINE OF SATI PAD ABOVE PHASE 5 SABEY ARCHITECTURE CONSULTANTS r"WSE I R$adiT REV. J3 -4-00 PHASE 2 PERMIT 1-26-00 REVISIONS ISSUE DA , 159.E2 FOR n PE L41T 6 -26.00 All drawings and *den mote. Wpeoru9 Wain mesa. the original and unpublished ,fork of ate Sabey Corporation and the same may not be duplicated. used of mstlozd without the written consent of the Sabey CarpomEOa • DRAWING TITLE: DRAWING NUMBER: AREA E ROOF FLOOR PLAN PROGRESS BATE: 6/14/00 7171777717771210.17 Sabey Exodus TI /A2- 46.6n9 PLOT: PROJECT NUMBER: 121031 DRAWN BY: SSMITH CHECKED BY: APPROVED BY: 49 6 2 UKNM. 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ISSUE DATE 15E032 FOR 11 PERMIT 6-26 -00 NI Cm:ugs cM .ntten material deeding herein mrt,. th v [ iglnal and unpublished wane of the Sate. Corporation ne sa me may not f oe duplicate, area te ex don.. without the w'ttem unwed t f the Seney Carport, • EXODUS DRAWING TIRE: AREA A FIRST FLOOR REFLECTED GEILIN& PLAN PROGRESS DATE 6/14100 RLEG: /CGA21011 Sate, Exodus TI /Al II..ig PLOT: PROJECT NUMBER: 1210.11 DRAWN BY SSMITH CHECKED BY: APPROVED BY: DRAWING NUMBER: Al i■ 1®•0 -• ill 1'.IM■ 1®� ®�11■ ■17�� ■m►� 1N ® 3 ®11111i1;411111I a o ll MI mi • LEM 1111m1-51-11---111,1 11111_u1 ®_11 111111 1111111/111111111B11 11121 � 111iiii1M111111111 11111•111 11 1111 1111_.1_a11 1111 11111.1 1111111 iIi i i iI -- T -- II : liii 11/P IMIWA i 1111�01u ii '1 1111�u1 � 111i1l 'IIIII•I_II_III:1 ><l 17-_ 1MIIIINIMM1.= IIMIWIEMMWM11111 I; MNEMMIMMIIMM .t : = = = = _C = 1111111111111111110 ® M . nnlun =• a I'l11111111 I =MOM i 1111111111 ` =MN V .: __ ELEV. 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E 8 -25-00 PHASE 3 155€ 0 -15-00 PHASE I PEERMITRV_ 0-4-00 PHASE 2 PERMIT 7 -26-00 REV610NS ISSUE DATE I55UED FOR Ti PERMIT 6-26-00 ,tll a ngs °0.,57,91717,1 q �n mnmm;e fie A' Se6ey (:e�GOn a m a o. a mca [ Sahey Wr�omtion • EXODUS DRAWING TITLE: AREA B FIRST FLOOR REFLECTED CEILING PLAN PROGRESS DATE: 6/14/00 F1LES: /AG/121011 9abeU Exodus TI/AT -12 .MB PLOT: PROJECT NUMBER: 1210.11 DRAWN By 5511ITH CHECKED BY: APPROVED BY: DRAWING' NUMBER: 2 10 12 (13 J GENERATOR ROOM (H -3 OCCUPANCY) FUTURE GENERATOR (H -3 OCCUPANCY) I158I Oc SPRINKLER VALVE ROOM 115.1 u0t 0 E o ®m =�� 0 0 0 I - -I i7i 7T STAIR 0 AIR INTAKE TUNNEL 1 153 I 0 Area C 1st Fir Reflected Ceiling Plan SCALE: 1 /9" = 1 -0" 0 0 0 LL UPS ROOM I 0 0 0 0 PHASE 5 GENERATOR I ROOM I 1b2 I O "1 FUTURE UPS ROOM 0 PAS AGE AIR INTAKE TUNNEL I153I — RECEIVED CITY OF TUKWICA AUG 2 9 2000 - „.aT C}7JTEp. CDNSULTP.NES SBEY ARCHITECTURE _,L PHASE 11.3641T Ret- 6-4-00 ▪ PHASE 2 PERMIT 1-26-00 REVISIONS LSSUE DATE I59. 0 FOR 11 PERM 6-26-0O . .dleea natenal nereP. monde tia Ne odq:aai am �oatralred .ar< or o-6 sate a,po<ec. a,W Ne sa nay nat be dua . r used a d"sdosed .�tno�t me :nllea c "sea or ue ca ma.alaR EXODUS DRAWING TIRE: AREA G FIRST FLOOR REFLECTED GEILIN& PLAN PROGRESS OATS 6/14/00 FILED /0011210.11 Dabey Exodus TUAl -13. PLOT: PROJECT NUMBER: Man DRAWN Br: SSMITI - 1 CHECKED BY: APPROVED BY: DRAWING NUMBER:. AI • ■ 5 )— ( 6 1 0 STA- 2 5FRINKIZR , DVALVE ROOM I 160 I KT! MAINTENANCE 155 GENERATOR ROOM (-I-5 OCCUPANCY) I 56 I C FHAS1 4 AIR INTAKE ij TUNNEL I 5-3 H3 OCCUFANC," S OCCUFANGY SCALE: 1/8" = UPS ROOM I 02 I Area D 1st Fir Reflected Ceilin Plan Il 11111 5ECORITY 171 1 Ci OEM =III CM ,amm a. irmsomiwir 11alm si =Mt r 00 Mri L' HARDENE17 x las 137 FUTURE GOLO AREA I 05 I 7...ANN& REISSUE:LC' - 11 AREA E 1 L AREA B AREA AREA A KEY PLAN MEN V . #2 L • Lea ° • \ • WOMEN • ° I 13.1 I ABODIVIDO CITY OF TUICWRA AUG 2 9 200G PDANIT CENTER CONSULTANTS DRAWING NUMBER SABEY ARCHITECTURE MiASE 1 FE2M1T REV 8-4-00 PHASE 2 FI3RMiT 1-26-00 REVISIONS ISSUE um, ISSUED FOR TI PERMIT 6-26-00 and the same any not he &p.n.. us. aa without the written consent. of the Salley Corporation. DRAWING TIRE AREA D FIRST FLOOR REFLECTED CEILINS PLAN PROGRESS DAM; 6114/00 FILEGdAsA20.115atows Excel. 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ZI ue threw= tie a„ to Sc wuoet ttK .tten =opt of ctre s=trey con PO�ccen. DRAWING TIRE: RECEIVED CRY OFT'UKWMA SBEY ARCHITECTURE PROGRESS DATE 6114/00 111306- 1AGA21011 5ao_u Exodus TI /AB -Ie &h PLOT: PROJECT NUMBER- 121001) DRAWN BY: SSMITS CHECKED BY: APPROVED BY: DRAWING NUMBER A S, • ELM BOX WEERE OCCIMS WALL CABINET SECTION — 3 BASE CABINET SECTION 1 2 CON SINK BASE CABINET SECTION PIM SOFFIT MOT INDICATED PUY TOP/BOT FN. 3/4 MD DOOR RAU ON EXPOSED SURFACES 3/4 POO MO! PLAN ON SBII-E4POSED SURFACES 5mm 0 HOLE MELAMINE CABINET RITERIOR PIM ON EXPOSED EDGES CONTINUOUS BLOCKING UNDB COUNT. UM WHERE POCATED NOTE: TOP & PACKKPLASH COVI.E0 PUSTIC LAMINATE COORDMATE WITH TOP DRAW. DEPTH & SIKK DEPTH SURD CUT-OUT S. & LOCATION TO BE VERIFIED SURESS11333ICF Eft COMPACT. VINEILEERSH UMBEL PROOF HOBBS 3/4 PBD DOOR PUY ON IXPOSED SURFACES YELAILINE CABP1ET INTERIM PLAY ON EXPOS. FOG. 3141EA9300 ROM MAE GISH. 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JAMB DSCR SatiL7LE FOR OPEANG WES AND RAM. SECURITY 124B L114C.4 4 301 15 TYPICAL ;Rzi RAMIE' 6 RAISED FLOOR Guslek SPACE FOR MICRO-WAVE CLFFEE MAKER VEND. MACH. SPACE 11111 1111111111.-111 inniffirdissms L H 226 4D ID LUNCH 326, 243 4 343 ARE TYPICAL RAMP 3R4 SIMILAR DMELE COMPARTMENT SS StfK H . +20'=0" 1+,1 RAMPS 2R3, 5, 6 1 AND AMPS 3R1, 3, 5, 6 4 1 ARE SIMILAR SEE FLOOR PLANS RAMP a RAISED FLOOR Sea. Z000 + 20!_o! PROt/IDE 1-1Arup FERICODE TEF5 up AND 1EDGE OF RAIS D FLOOR 's! 1 et .7= K I 3'-2)" : IvE ',RISERS . 6" QUAL5 30!' HIEGHT +2b'--6)" STEPS 251 U 2 AND STEPS 351 4 2 ARE SIMILAR SEE FLOOR PLANS F\ BEGEINED CITY0E AUG 2 3 2000 6 a RAISED FLOOR'"ITCIMER C.ANSULTANTS DRAWING 11TLE: DRAWING NUMBER: SA BEY ARCHITECTURE A PHASE I PERMIT REV 6-4-00 PHA5E2 PERMIT 1-26-00 REVISIONS ISSUE ( 1551E0 FOR 11 PERMIT 6-26-00 t ,T,11 r:=1,,M7s17c=lt without the written consent of the Sahey Corporatio, 11111=■11•1 EXODLS cfte.east ON■MIIMMI PROGRESS DATE: 6/14/00 FILE.:44.1210.11 Saba, Exodus •I/ABG41, PLOT: PROJECT NUMBER: 12 DRAWN Sy Sall CHECKED BY: APPROVED BY: 11•111111111•1111101111MI 4Si2 INTERIOR ELEVATION/ PLAN DETAILS SNHVBSD 5399 N9 S 13831 911511199 S 1.1 1190/£ 335 I 911STT1V9 S T3A31 A. NL)SNNI /M s runtN S - ea 5891199 5 33171 8000 8018M S!1f111$I - 0111 SNL4nvH 511831 MML toesoll/M sousnN9 S 1A1 2i111k5�310 M� -w 51059X8 S 33831 3ineou /M 57118!X9 g T. - s7aans9 s L'A31 31159. 311IDI3 At 71LStLX9 5 73831 Oa 5 9999095 LEVEL 5 BALLISTICS 1182/5 11'90 /S 8000 808 8000 80183. s'HV.Laa TDS Ired /Il l rav /s 1198 /s - 1111 /s u ev /s uev /s 1111 /I 1181/11 118//11 it 3181 /I 1 1122/1 F 1181/1 11$/ /L 1 191 /L 1182/1 0 144114, avert OH 1191 /1'1 1181 /1'L u /l trey /I l rev /1 trey /t trey /t .., ,. 1191 /I l rev /01 1191 /4'l 1101 /I L rev /ro'l 1110 /01 — TL - W 0 MM. -1- L 111111 i l 1'2111 1 l'dl /l 1181 /l r . 1181/1 11'e/ /t 1 191/9 1 L8/ /9 L 1e1 /I I l lev /l 1 1ev /I - 1181 /t ll'8tl /4 l l'eI /Z -- l l'ev/4 LLWW /Z trey/01 1 141/! 1121/I 11'91/9 1190/9 t 19tl/9 1 1W /9 -, 1180/9 1191/9 L 121/9 IL 1 111/9 1 181/9 1 1W/9 1 180/9 t LB1 /9 i 181/9 rev/4 lretie 11W /L 1LW /L 1 111 /L 1m /t 1181/1 t19v/l 11E/ /l 11'20 /L 1 181/4 IL81 /Z 180/9 1 181/9 1121/9 1 rev /9 121/9 LB1 /9 Lev/9 181/9 !81/9 181/9 1W/9 1181/9 1 1'60 /L 1 121 /L ...- 1121/1 L1W /t rev/e wean swim I a'Inaar 1Nd 1Nd 1Nd 1Nd 1Nd ,Nd If 1Nd 1118 1Nd 1Nd 1Nd WH WH 1Nd 1Nd 1Nd uaa 1Nd 1Nd 1Nd 1Nd 1Nd 1Nd 1Nd 1Na 1Nd LI WH WH gggggggggggggggggggggg WH WH NH XH WH WH WH WH WH WH WH NH kkggggggggggggggggg NH WH 1 WH WH WH WH NH a'Inaal ro SOUL WH 7SVN OH WH WH OH NH r NH SS NH NH m WH NN XH NH NH WH WN I NH WH WH MH NH NH NH - ` XH 1` r NH MN 55 NH mml NH ' XH NH nH mm rix XH MH NH nx nx I MMM flH flH NH NH NH IIIMIMMMM1MMMMMIM nH nH NH NH 'H1 I 01W /S NM 09 awls NM 09 owl 09 NIW 09 NIA 09 NM 09 NM 09 NIN 09 THIRD FLOOR D01 GS 1Nd 1Nd 1Nd 1Nd gg — ——— ——— wa 1Nd 1Nd ldd FIRST FLOOR DOOR SCI OPENINGS 'IR'I 1Nd LLNd wd 1Na 1Nd 1Nd g 1Nd 1Nd ggg 1Nd 1Nd 1Nd 1Nd 1Nd NIW 06 NIW 09 aN I Nn 09 Net 09 NM 09 N21 09 NIW 06 921 09 NM 09 NM 09 NM 09 NM 06 NM 06 921 06 921 86 1 N11 06 tg. 1Nd 1Nd 1Nd 1Nd Md 1Nd 1Nd 1Nd geggggegeggeggg 13,0 /1 JNd ggg 1Nd 1 INd 1 1Nd ggggggg kkgggg gggggigggggggggggggg MR QM35 'LLVW axes axes MIMI axes MMIIM MMIMNIIM M MIMMIMIMMMMMM NINad0 I 'ID 19,0 /1 17,0/1 17,1/1 8SI eSl 2S o-e = 0-s H a M o-e = 0 = 0f :: 22' o-8 =0 - 4 0L - =o-s1 0 - £ o-e =0 - L 0 -9x8£1 o -e =o- 1 o-e = 2-£ 1 WH 'LLVN 1 22 .. :: 0-9 = 0-£ o-9 = 0 0 = o-£ I o = oCI 0-2 x0 -£ 0-6 = 0- f 111 NH 0.8.18 NH NH NH NH m 222 ... 222 o-9 =0 -r o-e= 0 =0 - 9 0-2 = 0-r mmmmmmmmmmm mm WH NH Nx NH NH lei NH 1 no NN NH mmmmimmmmImmmmlmmmm 2RR oRRRAR 11 st£ 4L£ N'", ter £ZL PN 90£ S4£ 1 09£ iqPRAV o -e =o-£ HIS: 0 - 9 = 0 1913315 0-e = 0-c 0 - e =o-£ o-2= 0 0 - e = 0 - £ 0 - e = o-1 o - e = 0-£ o -e = o -£ 0 = o-£ 0-e = 0 -c 0 =0 - £ 9-4 = 0 - 4 9 - 4 x 0 - 0l 0 - 9 = o-1 0 = o-£ 0 0 x 0 - £ 0-0 = 0 0-9 = 0 9 0 = 0 09=0f 0 =0, 0-0=0 - 9 0 = o-4 22 0 9 = 0 0 e = 0-9 0 = 9 iiiii 09 =0 0 -0x0£ 0 B = 0 0 = 0 0 = 0 0 - 9=0 - 9 0 -0 +0 0 = 0-9 oe =0£I 0 - 2=0 - 9 0 = 0 0 = 0 [ .... 2222 22222 0 0 - 9 =0 0 8 = 0-£ 0 = 0 £ 3P103ds 9,=11-0 :: 0-e = 0-L 0e =OT I o-e =0, p-g=Oi O = 0, 1 .0, L • 0 I-1 o-£ =0 -E 9 =OT o :: / ■ cii_ 700! 9001 5geses-ssA0—-- a@gtAge 7411 rill i,P.M.41 1 — 0£1 tat tlen BZL tlLZI 911 DV90A9,0M0014g44$e0gM8RW WEL to tl££t f£1 YLC1 z£1 VI£1 lrl tl0L1 e = 2 . 4: e'S eg. I 2 0 "H! 2 p 7 4. 2 g. I RRRAMMRIROM R ke 4 7, c‘J g g 7, Le) 70 TY CY 11.1 T ° >5- — kF, oY, 10 0 LI] F T_ 5 ea Pr • CNI CO Ih <11: EXISTING 51—ELL/CORE DOORS ROOF DOOR SCHEDULE 1190/£ 335 I Li 335 m 1 g 1 S'IINJ3a tt9tl /S � 8182/11 1 THS HWVP 1181 11 2152 /4'L 118/ /S I 1180/11 1182/5 11'90 /S 1181/11 118//11 it 3181 /I 1 1122/1 F 1181/1 11$/ /L 1 191 /L 1182/1 0 144114, avert OH 1191 /1'1 1181 /1'L 1191 /1'1 1181 /1'1 r.. 4.-4. 1180 /L LLHV /I 1181 /L — 11'21 /l i 1 121 /1 L1ev /I 1 111/1 11 "22/1 1 181 /t 1181 /l 1 141/! 1121/I — t re /I 190101 0 rev /I Ire /1 11ev /I 1 1W/I 1 181 /I SaNVNi gggig Bid zr� 1Nd 1Na gggEgg 1Nd 1Nd gggigg 1Nd 1Nd 1Nd 1Nd k? 1Nd 1Nd 1Nd • 1Nd ggg 1Nd 1Nd 1Nd 1Nd 1Nd WH 7.LVW. WH WH WH ,,""H WH XH WH m WH WH WH WH XH WH WH WH NH XH WH WH WH WH WH WH WH NH WH WH NH WH 1 WH WH WH WH NH a'Inaal ro SOUL IDS NC 'H1 I NM 09 NM 09 NIW 09 NM 09 owl 09 NIW 09 NIA 09 NM 09 NM 09 NIN 09 THIRD FLOOR D01 GS 1Nd 1Nd 1Nd 1Nd gg g 1Nd 1Nd 1Nd wa 1Nd 1Nd ldd 1Na Nd cY 1Nd Nd 1Nd 1Nd LLNd wd 1Na 1Nd 1Nd g 1Nd 1Nd ggg 1Nd 1Nd 1Nd 1Nd 1Nd MGR AV I 'ID 17,0/1 0,z /I 13,z /1 13,0 /I IL 13,0 /1 13,1 /L QM35 'LLVW axes axes MIMI axes MMIIM MMIMNIIM M MIMMIMIMMMMMM NINad0 I o-e = 0-s H a M o-e = 0 = 0f :: 22' o-8 =0 - 4 0L - =o-s1 0 - £ o-e =0 - L 0 -9x8£1 o -e =o- 1 o-e = 2-£ 1 2:22 .... 2222 o-e =0-r 22 .. :: 0-9 = 0-£ o-9 = 0 0 = o-£ I o = oCI 0-2 x0 -£ 0-6 = 0- f { 0-e = 9-9 0-9 0-e = 0-9 0-9 =a -9 0 f o = a -£ 0--2 = 0-9 0-s =0-9 222 ... 222 o-9 =0 -r o-e= 0 =0 - 9 0-2 = 0-r 2RR oRRRAR st£ 4L£ N'", ter £ZL PN 90£ S4£ 1 09£ iqPRAV e = 2 . 4: e'S eg. I 2 0 "H! 2 p 7 4. 2 g. I RRRAMMRIROM R ke 4 7, c‘J g g 7, Le) 70 TY CY 11.1 T ° >5- — kF, oY, 10 0 LI] F T_ 5 ea Pr • CNI CO Ih <11: EXISTING 51—ELL/CORE DOORS ROOF DOOR SCHEDULE 6 4444444444444442222 24444444444444 v v 11 Ei G Y a 4 11 NN N N 9.+9 � o N ti ' ti m ro VA ¢ ¢ ee EN 1, yhy 6 N OF NN a 8 1 NNNNN N N N N Ntn y h yy y y 0.ZS S4 L 8 N N N N M M N N N htt RAAMMA 5 ArRAZEEMCMARRAREN 6 X W 5 8 'H A 1 A E. 4