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HomeMy WebLinkAboutPermit D2000-247 - NETSTREAM - OFFICE AND EQUIPMENT SPACENETSTREAM 12101 TIB EXPIRED DEG 1 2001 D2000 -247 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 AT THEIR OWN RISK. Parcel No: 092304 -9309 Permit No: 02000 -247 Address: 12101 TUKWILA INTERNATIONAL BL Status: ISSUED Suite No: Issued: 09/08/2000 Location: SUITE 400 E >;pires: 03/07/2001 Category: AOFF Type: DEVPERM Zoning: Cont Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: RAINIER VI Wetland:;: Slopes: Y Streams: Contractor License No: SABEYCI033KM OCCUPANT NETSTREAM Phone: 12101 TUKWILA INT'L BL, TUKWILA, WA 98168 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W #330, SEATTLE WA 98119 CONTACT HAYNES LUND Phone: 206- 277 -5219 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 k• kk* k•***** k******* k**** k* k*****• k* k4* kk* k***** kkk** kk: k*** k* k ** ****** Permit Description: CONSTRUCT A TENANT IMPROVEMENT WITHIN AN EXISTING CORE &''SHELL TO PROVIDE OFFICE AND EQUIPMENT SPACE FOR A PLIBLIC UTILITY COMPANY. * *•k *kk** * *** *** * *•k kit* * *k****•kk**k *k:k *:k ik**k*4k:kkkk*k*kAkkk *•k : k******* *k*k* *•k***kkkk * Construction Valuation: $ 2,510,000.00 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 ******* k****• k*kk*****• k***• k**** k*** * *k* ****k***k *** * * * * ** * *k ** ** ** * * **k** ** *kk *k *k TOTAL DEVELOPMENT PERMIT FEES: $ 18,352.91 *** k• k• k** k********** *** ** * *•kk****k *•k **k** * ***** k * * *k******** k***k * k k* k *** ** Permit Center Authorized Signature: DEVELOPMENT PERMIT (206) 431 -3670 E aLie - -- , Date: 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. 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. 1 am authorized to sign for and obtain this development ,,.emit. 5ignature:_ Print Name: Date: Q -S -0D This p e r m i t s h a l l become n u l l and v o i d if the work is not commenced w i t h i n 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 130 days from the last inspection. ; CITY OF TUKWILA Address: 12101 TUKWILA INTERNATIONAL BL Permit No: D2000-247 Suite: , -.! Tenant: Status: ISSUED A Type: DEVPERM , Applied: 07/26/2000 '.' Parcel $: 092304-9309 Issued: .09/08/2000 1 AkA*******************k*****A****Ak****%***i.**A*****kk*Wk***k**kAk**k*Aki '1 Permit Conditions: t. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 1 . 2. When special inspection is required either the owner, architect or engineer 'shall notify the Tukwila Bui I ding 1 Division of appol'htment of the inspection agencies prior to the first building inspection. Copies of all special inspectionreperts'. be submitted to the Building Division .in,::a timely manner Reports shall contain 'address, 1 project -6aMe,cperlifit number 'and type of inspection being performed: . The special inspec shall 'submit a final signed report stating whether the work requiring special inspection was to the best of the inspectors knowledge, in conformance , with%approved plans and specifications and the applicable • workmanShip-provisioni of the UBC..'. . AnYF'new ceiling grid and' light fixture installation is required to meet lateral -bracing requirements for Seismic. , , . • Zone i 3. 7 ..- ,L , ' ! L. - ; v V , . ,Partition,walts attached te'ceiling grid must be laterally -, braced if over eight (8) feet in length - , ' ,,, ! - . Att.construction be done in conformance with approved p1 an and requirements'ofAhe. Uniform'Buil,ding Code (1997. ' Edft4on)'-aS amended, 'Uniform Mechanical, rode (1997 Edition),' '. anCWashington%State Energy Code (1997 . Edition). 7. PluMb)ngpermits shall be obtained through the Seattle-King . Countk,Department of Public Health: plumbing wi11 be inspected by that agency, including all gas piping ( 296- 0 22 ). . ., . Val idityL.'of Permit. The issuance of a permit or approval of plans, specifications, , and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction.' ','No permit presuming to give authority to violate or cancel the provisions of this code shall be valid, , • • Electrical permits shall be obtained through the Washington State Division of Leber and Industries and all electrical work will be inspected by that agency (248-6630). 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 13. All structural welding shall be done by W.A.B.O. certified " c) 0 0 0 w w CO U. 0 g 21 a - w o z w u , WLU 1- ro . z 0 - I= welders and special inspected (UBC - Sec. 306(a)5). 14. All high- strength bolting shall be special inspected (UBC - Sec. 306(06). (kilts installed in concrete shall be special inspected (UBC Sec., 1701.5.2). 2 Description of work to be done: Com 5TRUC7r Av -rewMJ-r 1 M pRtweM E:►JT WITHIN) Act-) Me(S'('/n er C.OR -G t. 5 Re - -L. Tb Pl2 eV' gtr OFt -try ANr' EQu1 ern STIT •PA.C.E FOR. •e ruBUC OY /L1 C.o 44PA-r1 Y , Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ,Office ❑ School/College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C3 Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel 'Office ❑ School /College /University they — re'LerPf- l01■1E sW Mr- H -(. C>EC IP--- Will there be a change of use? ❑ yes Ono If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: "sprinklers Zutomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1 00 / Q7 toOSexisting Area of Construction: (sq. ft.) 11 t 1 2. `1 . Will there be hazardous material in the building? 171 yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Proje Name/Tenant: El - s—[}� M V ue of Construction: 7 10 1 0 00 , 00 Tax Parcel Number: 09V 4 - 930 - EA> Site Address: 72101 71.) I4.WtLA. 1 �� D City Stale/Zip: T�KWr W 916E Property Owner: IN-reat G-A Wes..-r 1_ L. C Phone: 2o(9 - 2 E;i f - Pj"T o 0 oakt. - -vvAte Street Address: 122.01 Tot i/Jr&R , o At. L-xtD City State /Zip: Tu Fax #: Zd - • 2.2)( 09 Z0 Contractor: ,At..1 esY C434 - r124. , r on) I +0 G Phone: 2C(r) - Z ED 1 - 4 00 Street Address: 1220 I T.311-14 (IA. I Nreirt4J Art orJOct- 15-AIp City State /Zip: SBA e WA 'lQ)I(pt Fax #: 2L - LB I - Opt 2 Architect: i 7ls.(1:3t:• .c t - rarr_Xv R - E Phone: 20(0- 281 - 9100 Street Address: li Tull -Wi ► IN AerTO 11.�/D City State/Zip. i 1t1A9Si6e Fax #: zap - X81 r O� 7 .. lie- 0 1 E inee b"∎t' . 'P coP Phone: 42h - 6211 - rv 99 r 7 Street Address: 612, Gm' 5- - Socr CityS /Zi 1 WUhAJD Wit 9 Fax #: -4Z 5 - 829 - 48;60 Contact Person: 1- , 4 e - t t J as l-.0 tJ.> Phone: 2o(o - Z'11 - 5 Z 1 9 Street Address: 12201 . 17 31/..1.0 t L (AT P Artasthc. 15»/o City St to /Zip: Suaria, WAckb168 Fax #: 'LOG - Z 271 - Oct 20 Project Number: Permit Number, 1 2 IJcXJ -211 t900 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKr 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 - 3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REOUESTtFOR PUBLIC WORKS SITEICIVIL PLAN REVIEW OF THE FOLLOWIN (Additional reviews may be determinedby the Public Works•Departmeht) , . ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use Cl Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private Co Public O Private 0 Public 0 Water Only Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a cation accepted: — 24 — 00 Dale 4oplicalion expires: - O Apppgken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 k■ IBM %Si al ru gum as 3 BUILDING OWt1 O AUTHORIZED A NT: Signature: 1. Date: 2 (oJ01..., , 00 Print name: 1_1,... u s � vNi . p Phone: L-&ii -52ici Fax #:206,,,L�, _ Address 12 ? JD 1 . Tv KW t t.-Ar I -rep ..4,4,-1- f OA1hi -. $LUA City /State /Zip sv e, WA c i 2 :3 16a ALL COMMERCIAUMUL flak& MILY TENANT IMPROVEMENT/ ERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE FLOWING: ➢ 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 NIA SUBMI ❑ a TED Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) CTPERMIT.DOC 1/29/97 Y+yrm v *"9"0104%w0"oarSMAi9!P.Mt7. 1.. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of'use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of ▪ those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of,use only) 11. Location and gross floor area of existing structure with dimensions and setback .12: Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9) ,. Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ). Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. z ~ w UO cn III H w 0 2 J LL- Q w z = zF- w u) 0 I- w E- u" w z = 0 z it. k.•k.4 7F•A: t * *:4k*_� 1'4A•A +** **:4�tA**A 44'Ah Z — r I TRANSMIT (4F' TUK4l1 :I..A WA �r•a''fe:l+A•A'•k.•A•kk•h ..,:t :ti:F:1:1:1h4• 4 : k :t: {•bk*44,:k,tk*:4+AAk:tk:HAko kAk4*A -•k4 1 Rt�.i` SMIT Numb r� . P: 98O03i5 :Amount ; 11. , 1.2'4. 75 09/08/00 11'.411. :,E'.a.000 14ethori CHEClt :,:.No tat ion: SAVE/ cull r Init,: 'fL13 Permit:No:: D. 247.: Type: DEV PER H DEVELOPMENT PER i4IT ra.i••COl Ma. Oct 304- 9'309 51i ;'? ddre sr, 12101' TUK.44I1..A [NT Ei:i4t1TIONl11. i31. Lric.at ior�a 9.UITE40O ,`•.' ,. w ,� 'fol;at Fees:, 18,3,:,y 1 ?Th Paymertt : , 11 . i :4. : 7a Tota LI Ai.,l. Pmt:a r 0t) 13 aita11 ce: 44 #•k#k'ke4 4f1r:'* *•#:1d:':4 #fi** • k*• 4A4' k•. -A'k;1+i *:4 #A# *•1. #:tifi*•ks #4 *.k.4.k#•4•44..** I)C SCription Amannk AC,Cr�utt Gudn r 11020.'25 , 000./322.;100 ,,, 1033:1.10:06 !IONIZES, i � 0l)QI 38b<w .90 _, " °`a. STA'..P. 11 JT1. SU CHAR OE x.,.50 r'7 )9/1.1''. !i7 U - T tr. 4 rrr(lrft'ii S!. rt� , ' i4 �a ?" f, '" c71 N �x• y t 4r l co w w 2 g J; u. Z O. W efc ;O N I—i W , , IL 0 Z 0 ~, ,Z ,__; 0 At 4,044,4t,!c h- 41.6•*:tih \• . k* I*: t4•Ak:1*? i* kk A'•k h: F::t•kh,*.k1dok1: X :cr 1'ut413:1.p IAA L 1FA11Slit1T *-I IT' J, °.+ fe 4: h 1 •k :+• .k Jr k k S i :t t � .4 + 1. c k .' :, •.t :4 • :S 4 t .1 +r \ •k •k •.1 A: J :`• •k •a• .t 4r .'::4 t F .'r •d k 1•DAN M]T llusntle:r r, F2.9800 331 'mount. 22x:.3..16: 07/26100 1 ;.ii3 Pn•jtln1 t lie t hod I Ci31"l.l: No1 . ..i ,ion tin IILY COl2P In i ill T1.0 .. : A.•.•.,;,•.,, - _ .......... • • .. , • .: .......................... .. _. •I'erm t No i 1)2.000 24 '1•ypn.,r l)t.VPEUM D1.kJ _Uith FJ i' PER oil ' y Par r Ncy: 092304_9309 ii i t'0. l d!1res : 12101 . rUI441II.A :41lTE1 ?f4i)T1Ullftl. {11. 1'ctn3 lees..,;.. 1O 't,2..91.. fhitw Paumen! .7 2 213.16 TatRi ilL1. Pmts } BZilonce Li • 1.24„75 144, i—k 4e •4+ t41 4hrh .1it4F4:4t4•kA:kh A .1 h a4:4* AlrtYkh• 4A 4:41*tk•t• tor 44:t:44+•k rt•o " "LItst•.L'.dE! 0ese A ;nu ur:i: 'r 4S 00/3.4$'.:4330 "' PLAfd. CH1 CI; .- NONNI'S ',:?':!4i .16 . 4af.dLi4 ii! .r ....:•.' aG�s;Sti . 6278 07/27 9710 TOTAL ' 7221316 fJ �.r.•'..1uir� t ..a..��.rI e.S J•' H\ ::�7iY:.. s�3 Pr. ject: ■ / i - i'Y Type • In • • • • • , AK E l9/ u T 8, Dat, Sa ekl_ Special instructions: Fie, ,Q�j � t (t, PqT `''' qprivv DItg wined ( 079 p.m. ! r R eq ester: PZ:_, 5/61-0,)-o INSPECTION NO. INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: C . /t .&. ' h, ;:.. /2 'Z1 1+.Gr� r.ea 1./,`..././ _en 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: fi as ui st rotf i, •-; fi,aF,i' m iirol±ti it x v�t�i l ss .o- •w.ulia,�i.,W ua).xs.:.�xx .r.+s xv cLiu: `11;v4;.a . r. 'roject: , N �S1.► / �l�.c.C.i'-'1 TTy e Inspe ` n: t.. LA + e,r. Address: l�IO/ T - . a. to called: ti_ o Special instructions: Ea l 4 ft 1 Date wanted: 111 -- V 4 CX.. Req A el r✓i Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. $47.00 REINSPECTION FEE INQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .rdoespfenerv,teommotesSgrIMMFitftentriliztioitiketartit * u.t....*✓i.:�b.:l u1r.e.. .Ge.,'.',xikr �y r;��k, +. w�9 ti's'.Lw:u PERMIT NO. (206)431- 3670 I I Corrections required prior to approval. COMMENTS: Receipt No: Date: fi+`1AJ.'y+fa &4vli'�, ,+F + kr5z,'• d, w+ du4irkl .'� ";�a.�..xv.s:'r,J,iasn sx4+ra.�.'3'1.,.r...wti5.: ni +.u9 <.,+. {s. U, C$ N W N � W 0 ; g a , CL cs Z o w C I - ' W w` LL F( 0 • W Z ' U � ; O z Project: P-i-s- parrs Type of Inspection I lIrr,c,rd Address: al 0 t - r- I . P. Date called: 11- G - oz, Special instructions: / _ l�e `" ` — 1 12,3 — '77y Date wanted: ' Dc) iS . p `...J R'quester:l A cl C�cr, ZCio _SI0 D INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. Corrections requireci . prior to approval. COMMENTS: ' \} Ind 2.L \ s'ict-e 2.J S , AILI {) r loo v►1 1 Inspector ; Date: 1 ` 00 $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: ailutiosindadUzillthCkettuaia.f.k. ?.+an4K bn'i aa.Ali:,, iit.9QS,44 34 61, r+h:ie + i. 5i: 4i�Sbe l.r�hS+G'. ^iUu 4i4adtsbit41114g .X}' :1YL+kR 4 ;. �4n ✓,.tcF� u 2 re Ui 00 to w W H w 0 ga u_ x -c 0 C7 W ; Z 0 '; L11 uj 0 N 0 I` 0 lj Z U N ; Z Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA ..I 98188 PERMIT NO. (206)431 -3670 r ect P Address: /21 DI — 1 . 7 1 1L rc ILc.r.�+Al i Date wanted: a.m. Special instructions: T pe oflnspect1 ( & I rep Do R uest r: fable:LY 51D 142D X Corrections required prior to approval`: COMMENTS: 1) .cPC ? q4 .U.)1 12_ 16or-P c So 4 NN1.\-1 c' 0k rA 4 i f r U1nn e. Date: I` I 0 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: Inspecto liXiut': " 4re�t »vr'kstV�'w!+' rls.iiltgL'Jii+ui nV- Ml4tCn2.j7.- t.Y.di %%� Jt >�,tu ":S�•Ci hz:lid 'sae iudua MJr*L ri.. Y: `!) rkFf'� !!: W 0 0 1 ,9 Ul W g Q . N d HW Lu O N w u J 1- V LLD ', Lu N 0 Z P 'ect: 2 — } S� Vt/L nve�' T of Inspection: Address: 02101 Tr gw Date called: // - 1- co Special instructions: Date ranted: // 'it) Req st r: a s in Phone: 2-2:a pro -- sly - y INSPECTION RECOI Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 564c_ Boehe JorST ,4-/Lo2 W Drr .5.it<C -7 C) 071,/, 5644- , 6, - ( 7 ( OP&( . f l «t›S V F ca D v/7- 0 Approved per applicable codes. Corrections required prior to approval. 0 $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: A.4 .' Y;{'y, W.A4Vi lN:.G.:t s. v.i A 4:444;:YV,4,tkiti ' yr L ,.. ,. wa4.,:51 U D N CO IF 9 N LL tu g 0 zz I—i ju w U 0 i ON w w ', o, u. • Z U O ' praiject NehifrP4/14 Tyke of / /i ` i Address: I2lni r.z. 7.z. 8, Date called. 11-1-6o Special instructions: ate w ted: ,��' RUT Phe 7.5,,570— 4Z INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. .orrections prior to approval. COMMENTS: 0 / AlS, %6 -170 (" r FeA- 64 ?Pak( (PC c,,6..c'7 - -x rc-4vc, Oechit cfecr.4c.. Ins $47.00 REINSPECTION FEE REQUIRED. Prior to inspectifin, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: r ,f... t YsS2' 3d�r.": - a .w..:usfs.,utiSir.k,,[1:.bu . rrNS:FwuiiUwriL u yN,ei.a';7''pit''MI•x ,�;deiirJsr«"tit�t+ - "54 +N.Viii 14104. ';'R.4 Project: A /� / ,/ s 1- p-ea ✓1 Type of Inspect on: i f ir% i •)-, Addr/ e� : k2/ Tr 5 Date called: Special instructions: Date wanted: /A 1 Requester: Phone: 0 /0 INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. COMMENTS: vz / t z 3 side (;94 Inspector: Date: (206)431 - 3670 Corrections required prior to approval. $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `y: n. rpo,:: i4,-• tiAn:, A' 1 .+:4'niF.`uYt.�'a✓✓v,L;rti i.4Krl..,�ri N Du W , � LL W 0 g J' LL Q co 4 3' Z F; I-0 Z I— W ui U � O N 0 I- ` W W! Z V , LL O Ill Z W N Z�. Project: • N1 e 4 S+CPet rn Type of Inspection: C—ei 1111C( Cover Address: 12-101 77 I.S3 Date called: Special instructions: Date wanted: - 42) p.m. Reque ter: -Aciarv\ Phone: " -sip— (..4 2 pprovetper applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: 4 04 ._ 7 4 ) t - -420 re., //3 Corrections required prior to approval. 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ***,, kaatieftennat WD 7 her , OtigtiON:MtiggtagfittilAttatalSatiVitsf1.3 4 6 ,ZIO: . - - COMMENTS: . , ..." . , ' 1 G.'—.3. ® aa c.ii ■-. i cr7 S r07 ( R.P..ery D.d, GOC / 770 4(S (9 / 1 S4 14VaclRr ?emu ' tba S /Ai /A1 /8 $ Nib Ii 1/i99 fi-4--Aftr aeXiit D .5,0,e(7- g AeArc,,,,i_ F Requester: 4\Oflm MJsr iv‘A-( 107 liAl A cc.,e sS " PDX ruSf - -77 ( ` aE p �C'u/.� 4r ;e5/4- , ' Pr ject: ti l f' 0-Lcc_ -�., Type of Inspection: v v'Q ,�nivr e-- x,12 rl ryl Address: -r, .,,,Date if2101 Tt:ILL /10 3lvcl. called: J 1O-t Special instructions: i . Date wanted: Cam,.,„, 10 - H 2O" DO p.m. Requester: 4\Oflm Phone: Ali" r.=� ID- y Z / r INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -36 orrections required prior to approval. Ins oeEtor: !' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ( S1J91,41,4 ka :k^.. Ca,... .r..w•i "w:.; u1$4b$$ `'3n.�5U %r'•+}+zrtird7d aJ` 14 1,4 it . ti's �..3+m�.:f.�` ... »s :;:..∎ COMMENTS: '0 S'P c44 -cY l eticPE_ c72&( i`ro1, r z;i 7?�� ID- Z -c;o ,- - J Y'JC 5 Co roc_ - a w i »,c. f 4 6oc7 4 1 ,80 -1/i -c , Feoce 1 D ir - /. r.4- 4ev It!zt:2!* oi___ D & w A /co a,e ( Dae OA_ Date wanted a.m. Requester. Phone: O-5 o- q22, - _,„ P • ..Q - / ,t m Ty f pec on: ��H Ad es /b/ -.�• ;/ -� : B y D called /Q �J, Sp instructi ,, Date wanted a.m. Requester. Phone: O-5 o- q22, 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. A PERMIT NO. (206)431 -367 Corrections required prior to approval. c Date: , /670o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at.6300 Sout eenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tIt•ga. ?4:44. 4.4SYlt.at p.,;.., ii�Siti::m.:s:srYw.`.a ak•� .K iSy±i ?li+;t.: Y..40:1 i47 $s7#;itiAt'ekh:: ittre i+ Project; � � t�e-� Ye a M Type of Inspect n: --. T- ek-tC- Address: I -.) n1 r. E .P) . Date called: I D --- 1 D-- DO Special instructions: Date wanted: a.m. I 1 - IH' Re uester: Phone: - -- D-1"1 - �a0 Li INSPECTION RECOR I in a copy with Retain py permit p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Gi roved per applicable codes. (206)431 -367 PERMIT NO. pa w) 2 7 Corrections required prier to approval. COMMENTS: D E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. Receipt No: Date: � 7• 'Y,�y .F • '•.f L� �. N C�,�,R9: j� � ?�' 1 1i ... th ,�ye.� �� }i��' h+ �$ 91 i.• TZ' i ��lAirl��J3Y' 7�C+:. �# ���N 'Yr4���.Y 7c9�Sik ..a... i..vc:'^•;d.,vM, .i�S..tS��, '• 4..a "ed.Cd$Ci4,r i B.L�U�l +1iM14."�v �.. V C.) Q. CO CO Wi J V) ILI w O ' LL -J • om P 1- z-. 2 j r G I- W id H V , III Z. 0 z P telct:/ . i � e ai Type of I ect' . ' Address. 0 , I Ji �/ hat/ v J l K. GGl (J Date called: / 7 aZ �a � Specia instructions: m. Date wanted:'! 0 / 4 /A. 7 a. p.m. Requester : // / Phone: , n6 -5/ o -.0. O �� lO �'� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION COMMENTS: L.rAe este, r % pproved per applicable codes. INSPECTION RECORL Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: +ina4#�1 �tv. tw, iaa; ts�i.':,'' °c�feCJ?��t:ox•ztitiG�, :fra:r;.t +,:o 9 aa�a sd a a,.:w r. +c:• :. ucs »ctctat .die lei :„isriAmi: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ' � � (206)431 -3670 INSPECTION RECOR Retain a copy with permit Project: Address: Special instructions: Date wanted: iU 3 00 Requester: Phone: Approved per applicable codes. PERMIT NO. T e of Inspection: IWA' 1 Abi; ; ti Date called: 10-1-0 O Corrections required prior to approval. COMMENTS: e'tr,o;r VA) a,\ G (W 11 e��' r a re u 't7 rin se I Inspector . GoAar Date: -Io_ 72 00 1 0 $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: I 0 t co w 'i W 0 ti Q (.11 W c ; ?F. VaJ O N( ice ;' L l it• Z w co 0 2 Project: NCtStract=',... � ' 1 T pe of Inspection: tv w' r ra[rrt.r...�r r. Address: 12JG 7i. - B. Date called: c)-2_ D Special instructions: Date wanted: IC - CSC G.) p.m. Requ ster: ,Ac \ct on p1/4. c po.s Phone: 2L{. -c l C:.- ..' -122O pproved per applicable codes. Inspect INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I lit" „ �r� D2oce•2 -7 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: � -1 otli 9anti -e ra W11r�y 0 \ tre- £ rpcL 5.,.,S Watt brace ) tease Date: 10_ ' �h $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: .'.. ."�6i[�`.ittC9 'S'i`te rY2�'3�W3C�++•u`+�'`�Jild.T ;tBa".inr`,tt�:t,. a. ^ : ..{�•hf �,.�u.•:y,•o• :lk.tGal'olXili6/1.4.4,1144;� 41C. :%11 .•4rr. L:,iiE:awe `,.,uksa+i tix,5�c�e, C•�7�... n» :u .66.c1. ; *Ale,f nr;.t:vi:u 1* Project: A/e t Sstr•ee.x -i Type of Moo ' 14 -It° ri n r t �� r ra 5 Address: r2. 101 )k . x;ti. gv. 1.2.101 Date al d: called: 2_0- 00 __. Special instructions: / 5G'•G Kst-lch 6-ietrdpi Y 4 Th f'leve, Date w oted ci - 2-1 OD P .m. Requester•• Phone Q 7 277-52-05 0 • I` INSPECTION RECOR 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: itO CO yyk •Hl(7 P4er -rg Insp Dat e emustb 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec on, e,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: WAkL Al fe+ �i4 lreXsk:rr.alv,.�.� r ie4 dr<w' ,ytisi'iA` ,rwf.XSr,�r if M;k4 >ake,N ge:S..<1.4 INSPECTION RECD O Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: e tY"c? c'-( v Address: .` Special instructions: Type of Inspection: r GL +m�nCi Date called: ._,) C1 ' 12" UQ Date wanted: - p.m. Re�1 uester: et Cl (VA Mct s Phone: 2Cic. - 2^T ^7 S 2-(45 f pproved.per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 61N j -P44 Whq-cts EK-C v n,! W�4-a! S 70 �/L /D) 1127ise I Dater i3 69 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 'Receipt No: Date: tt 1- ear Z Wa O N 0 I- W Iw fu 0 Z ,P POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS RECEIVED CITY OF TUKWILA 2 6l ill PERMIT CENTER W DESCRIPTION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of rllc nG r1nn not Pt i "ri-,n •■ .,.•• STRUCTURAL CALCULATIONS FOR NETSTREAM T. I. 4' FLOOR AND ROOF UPGRADE POGGEMEYER DESIGN GROUP, INC. NW DIVISION July 26, 2000 PDG JOB #00056 PAGES Design Criteria DC 1 Cabtnet Area C1 - C22 Battery Area B1- B31 Distribution Area D1 - D5 122.cq Poggerneyer Design Group, Inc 512 Sixth Street South. Suite 202 Kirkland, WA 98033 (425) 827 -5995 Fax (425) 828 -4850 . - . POGGEMEYER DESIGN GROUP . - CONSULTING ENGINEERS •. L 512 Sixth Street South; Suite 202 • Kirkland, WA 98033 ' • ., .. (425) 827-5995 • Fax (425) 828 Made by SA Date 7 Job No, ocm Checked by Date Sheet No, Description ■ ' Job Name - k i rfE1511fkitrri 17 Fs/ Flare 4 &fur D61'4 Ci Fltr/r2_ c(2C7) 4C7149L to ,(As Sbfri fht,v) se) psF LvE I Orli, r 11 DictertirWr-N 4 - Efoiym,w/- tot) om pi) 4- 60 pif / lu ilaoq - l 4-SO ,2F NELSON-BOURDAGES Consulting Engineers a Division orPoggemeyer Design Group. Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828-4850 Made by Date i , 6/ it Po Jo. No. OCOS‘ Checked by i Date Sheet No. C-1 Description Ariirto-ns WEsr- 804 C. yi figvo... Job Name PilitStritlfrn INC t-josnme. f1ar (3104 C. Flvt42. F--q on( • Dee l - L psp DL a 6:awl FeorttoK JoIsim Lvov.) ASK 7 e 3 ac. . \Ant APr .2 K7 1 is (cNtnl-f-L e;v 'l hlec,14 PlirS 1/4 5 - 30 e /Ohne Sipiell Ltri ietkr I (wino = 550 g 5.2 (3.75) 230 ' 16 23 0 44- Tarot_ ( Itx nom ovr 110 /ono GU L L Si4e/g2. /Mount° :r = 5 Oa 20.0 c /0.0 .r...- 3 6 , 2 psF 1 6! J.44- fi/bur lemb 5so (27) - Iciti 2L100) NELSON-BOURDAGES Consulting Engineers' . + • a Division brPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • PAX (425) 828.4850 Ma e by pyq' h: _ , 0/a! o No. c) 3 Che by Date Sheet No. cz Description 4/4 Ply Job Name Nuys re &n I 1,. c . fi 6 e - Calor Fv+2 TA c Co14ineT q2 CG /42C ( ' 7P V THE DrsrrN /CJs l L Oesp = 50Psp � L QiNty1744 �OO tF 7ocr- AleTS • CIQ,;vt -t- 302 Plat/leo atrat e 133 flsF - 702 Roar Aim oper4 e so PSF 3 (133 i 4- . 7 (50) CNtUt 0057irg To /its Soisr -''o5 �+L ojerfinseD t orlo IN L/IC•nlcr C • 1 zail■Nm onkiilL irslimmoiiIMNI 'Rim 1 I ..116,,N.w5 csil N .,. 'NIL. g_NA .1 a ■. „--,,,,,, mum ,.. 111., ..■1111.7111. z i rl NIIIIMIll wililligillW- • NNW Irmiimmi r.: :WINO 'I WIILIMI • 7;1,QK i Nom •■■■■ 1 1 ... ....a. moo al :WIG IL, i ' 20.1•011101M=0.11: IIIIMIIEN mum a= ■1■11110 WIIMIW: ;. MIN WARM WIIII■1111~111■.■1 MK 3 7.41 ~a IMIIIMIRIP It=1 Or_ Mb-NM L___1010111■711111 if lir • NwIlli LIMIl■-■11tM :I% 4 ill . izmimrmho"4›tii-airlei • ilmi FURIMII■1110 i Ili::: : A nili.1111. 1 16 iSii : Oro i li Irja ■ . t ,I 4'1 OA 'kW:RW M _ Mir ' i' -,4 ■ 411.M1■111■11W.. illffigil IMIL i , NI. 1.■,..WW.1114 ' ' i■■■■■■■. - bo-INI! i'el...w. ..... a..., r=4 4111■111.J .. NIIIMNI 1 p 1 r. , 6 loweegimwegag -i —,-;-.., ram i■ AN lir : ii ■ 1 .. . . . -Iii.Atilkaihda; i iii--.- ....... . , a t ..,,:,....... JI ■ M I ars Milli mil''I'llill Mr—M. PI ' 1 .ili MPII IIME l ii IIIIMIIIE:irgiump UM 01111■114 Imam ...., ci...1 a:M mil ,... !Ii. • /4!' cV!" 1 1 I StBEY CORPORATION WAW.::2111 PACIFIC MEW OFFICE PARK BUILDING C 4111 FLOOR FRAMING PLAN (F-4) WIMP. IINI 0•11 •IllimMOM■1161 in% K IN M.= • Mom' 4.0i1V • M NELSON- BOURDAGES Consulting Engineers a Division orPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • FAX (425) 828.4850 Job Name fra)tr2(effri PVC Made by Checked by Date Jo No. 0 a Sheet No. C �r Description .Trinrrc west et 06. C Fkvia- F.y GIKrt LPG. -note Acn.nL Joisr r'oAct a6 1 7 Ca;p ti -S C -1) 37S' O.C II nerve = 35 `QWbvb� Si fIi6 -t. 3.7,5" ) - 5_ ' /6J 1 DL = t S. pt ( 3.7S ) = 21/1,5 PA orrYocrz (io'PsF)(3. 76 1 = 37 . ,�..p/ Lob = 50fisf-( _ �Sd 601'SF (3.7s) _ 1g7 P Imo= sirs P/ L. At.1MMw.NYnAY.wn`V • solo; E c.a•O Z -3 &D. T.�uww + ,•-••• ••••• yrgV�114M.NMlM�11.tl C. it €._. • :a 77 v rn • " 1 " 2 7 ' . 0 ' I31 fp' 4 . 4_ - 1 •S • NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • Loads: LC 1, D+L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 tab mitivirmornminum11111111.111.1 /1 Netstream 26K7 .26 K7 M = 50,11 4•KPs > July 12, 2000 I4:47PM netstream.r2d 0� 0 () Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Shear Forces (K) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 -.58K -.58K -.58K 11 ; ■ ■■■��m�m�ll�0���11 ►.l= ilininfl.:Tmmmm.:�." 4 V Allow = 7, K:pS > \' ;71 ,'"� ' " � F "`� !'° !" t"`0 fly P"'t f` "`► A Op • -.431K/ft Netstream 26K7 -.3K/ft Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft -.58K -.58K Nelson- Bourdages Inc., P.S. SA 00056 K N c& r tl 1/ 18/- xs DI - o U 't 1 ;1 L _ 1 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE_ IT IS DUE TO THE QUALITY_ OF THE DOCUMENT. NELSON- BOURDAI,I?S Consulting Engineers a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • FAX (425) 828-4850 Made by S Da. Jo o. 56 Checked by Date Sheet No. G9 Description L Mat P- .a aRPcfrr I WE 0OG, Job Name NETSrek*►,m INC_ rIcr (4 /6 KS 3. S I ej • 3ely 2-3 O-' /1aralcit u 1,e49 = 559 1 /fit (D t C. + �HMe - Z a 5600r.$)l w. � Z 3 . S 3� -K /4I ■Ic LA►61. G vH _ sDl Bc � S. I k,fi GS ZPsr (3.75) Plq '/}drt LL SOp (ss )C3. = g ,z /11 , IB .SOD X oTN{ Ins - See 6tlow OW) x (:) 6 58016/�,;r EV N' 18" 6N S' P e - .329K/ft e 5.1 -.58K Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 -.58K -.58K • .58K -.58K -23.3 -.58K ��Itou► - X3 R'K - �Mn,r ' ' 3 3-t'I< Netstream 16K5 July 12, 2000 4:56 PM netstream2.r2d 4.5 s' ,r,, w} rnl - .329K/ft 5.1 Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Shear Forces (K) Reaction units are K and K -ft -.58K Nelson - Bourdages Inc., P.S. SA 00056 -.58K -.58K 1/ngt11 t1 1t1..1AAniA..� -- 1A1AA1 ♦..A 1A1A1• 11 • Ak U y /4Naga = si K -.58K -.58K -.58K = VNlb S/ K - yos Netsream 16K5 o k July 12, 2000 4:55 PM netstream2.2d NELSON- BOURDAGES Consulting Engineers a Division ofPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 s . Ma e r o,I) Date 6 b 00 TA OCOS"g Checker by Date Sheet No. CI Description Jdoi eon LA/kw - 13106 c - FkPrz r- Job Name N tS>7t ► NC � 1 r Mcve�°Ot. (Gw.,'os I-Z A -6) /s k5 4o 5 /2c 1 b; = 3 -- �- = 31 / s8 SS °4 (DL t LA. &CIF ) M IlieLtr AIIe+w VNIrS /d 7t1I 956 lbs $(19.5) 2 ' Z6.I #•It 5• 1< /, (SAS - yoif, r C *S Os 77;nv ; .I2s (g.so*.) rive 2; DL = ,(65.pv)(3,1t ) ' = Zoe ( Cqury PLL= 5O F(3)(3,m) = 4/7l 1635 A llouAste' r . H 11 1 ' 3'-1' I . . L J rEl•I / • • itOSS \ I u F-11 Co A 0 • ) NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - .206K/ft WW1" AAu 4.3 -.956K V (1) 9_' • LL , of u. '2 Ot H; jw WF ;3 Cr, co C) bo LY - w r w i V ; IL 1= • w Z i 0 Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft Jelson- Bourdages Inc., P.S. 3A )0056 el) r ,() ) (22.4 l� Mew = a6, I x -S4 > Nl H,,, ?2.q1 ks -.956K -.956K Netstream 16K5 (1- 2,A -B) July 13, 2000 8:18 AM netstream3.r2d 4.5 Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Shear Forces (K) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA J0056 VA = 5. K•p \f-1,b oK Netstream 16K5 (1- 2,A -B) July 13, 2000 8:17 AM netstream3.r2d ■ NELSON- BOURDAGES Consulting Engineers a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425)827.5995• FAX (425) 828.4850 Job Name NETSTOtairn /NC. Made by Date I( a / 00 Checked by I Date Job No . OQOSL Sheet No. c. Description 6 104 C - PAnY2 Fy F1uva Op,eRoc hot 67;03 I -Z c- Gs 3 Spik Sp*W Iry = 550 P q SS I'm VAllow { , 55 (1.1133) �L .I i f 2, A' CA-Les) (Viper c )D ib rb 3.9 K,es \ • \ \ N. N. \ r, 1 ■ L CI / J a r f • , ,. _ - � _ , . L± JLI I —1 r r r + r ..I . L.,I.. ! rJ I, I\ -1 i --„ r r � I t j ... ! r• J `MI C,.T 1 • TT r EQUhFMENT ROOM o 1-751 Ffi Lf7 A -.206K/ft -.47 "K Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 l 1 r''') (-11.4 -.956K iqiiacco = l y, l N•k ? IggN, = ll•Y 54e Netstream 14K3 (1 -2, C -C.5) h _.OP imp oK July 13, 2000 8:26 AM netstream4.r2d 2.9 Oc3 -.206 V. for h. ImmIE 3.4 Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Shear Forces (K) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 -.956K -.956K U IC -.4 (4K Netstream 14K3 (1 -2, C -C.5) 2 July 13, 2000 8:24 AM netstream4.r2d 2 .9 -2.9 „ . • a. 34.. �.ti.6..3. yS.1M1a.4LG!'i..tia:.: .. +c ./.i.t r a1lU.li �..�:iai.'t�w..:S'•`in74i A.L•.:: . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NELSON- BOURDAGES ConsulcidgEngineers a Division ofPoggemeyerDesigri Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by Date / � ( Job No. cco sz Checked b y Date Sheet N o. C 29- Description aloe, c d f4 F/ Job Name rittrek n ox G R Oc^rLS y jei r 64ero roibr &tot q, C I -e GZ. Acrurt. /'cT.1 /Imo _ . 83,- 6,7 f 9,5 = t!2. 1< AC- T PO,1i left ' � Z , fb+ Z, = 715 < /o k ek fi 0 WefvI'v = q ` 31,58 - Z, 7 K /F-f _ Q.7 (3/.6)Z c 7� ti MAX = 8 - 337 -k D D5 3a6 ,c iz 31- 62. 7" P P P P p 4 4 I ZN z1 ►H2= '17t pi -1( P CoNtc'-i0,4 v1/ ?`1X68 Ta CvIuHN e Q -I e Kw. »,1r- w / (s) 7/ „ d etc, 32G ION Ib1< PH 0 1) 0 _ ` l,Li ) !Z - L IZ k,fs < Pnl o K ID Et 5p4CS < S . ok f1 < = 337 rill ' OK POG DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 • 1425) 827-5995 • Fax (425) 828-4850 Made by Date 1 f b 8/0,0 Job No. 60dSX Checked by Date Sheet No. Description Job Name & wooly) , n att•litnii 1 Rcw e ffTrriv Flovez W 10 x 37 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS • 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251827.5995 • Fax 1425) 828-4850 Made by $79 Date / 6 .7 .0100 No. Qra)Sa Checked by Date Sheet No. (� n0 Descriptloh Job Name N e>5 ,t r, ra Room- y M TS ioxio 1 'N AV' = Z h u POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 ' (425).827.5995 • Fax (425) 828 -4850 Made by 5R Date 'jag/co Job DC r57 Checked by Date Sheet t N No. � l�� Description 1 Job Name I)Z1• 7 71 N t 45 'i t r r '' lo�n y a As 43U it r Gl0 3 10 01tt NWT7 -I 3/ `� c ' t -0 If C • DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by Date 6 /78 Po fro Job No. Pe-116-3 Checked by Date Sheet No. a /-� L/ Description Job Name • 1 Irs 77• cem p i` • a t a 7 Ndw W 10 Rr�l PAL tc4.4 x' 6k S 3 vi - [vl a - ' 33 ft - LJ 1 " 3'-6' PDU-1 (1050 Ibs) RECTIFIER 551i EACH PDU-2 (1050 Ibs) - :*1 ccit-z. 30 —o" 40641 EA 44' x 30" 111••••••■111 5 VA I KLER • - 1.5Ltir.V.1.1..,..4., ' FUTURE PDU— (1050 Ibs Flow_ N b A.4 #.4 0 IVO VW ' IMP VW • Air. Of FUTURE PDU-4 (1050 Ibs) 2' Z OO lZ1 T 1 1..J IP ' Io T . , �o — �� ‘-T-", 1E. c [2 rI O L..J LO, tl I igN 8 r • r -••� r - — ,� __ — L. ..J L..J ., - L of L o ' J ,Ol lot RAMP UP fi5' 1[4'1'0 i itAr N D L = UOfluaodaoD Voqus OZ60 TOZ 90Z \XJ VI:9I MI OP NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ ` LET J j 3 NOTICE IF THE DOCUMENT IlitHISFRAMEAS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT, NELSON- BOURDAGES Consulting Engineers , a Division brPoggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Ma e y 5 y 9 Da.. d / Jo. No. 0w 5-3 Checked by Date - Sheet No. Q Description CILV Iwo Flee — F '/ Job Name Nos raLwr G2. Z - 3 , A-8 5000 )P VQ LU ' 5oo (3.I2s = 166 p44' D E'O L 3,125 I a q0 Desk; 31 Per &drn5 g M, • ; ( Meta lo (SF 1 17 --I> uJc S0 S oso w = 5 - 0 0 las) _ 1 s6 Good- Wu_ M SA - .312K/ft 9.5 Loads: LC 1, D +L +E Solution: LC 1, D +L +E Member Bending Moments (K -ft) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. 00056 5 K .1A.A.A1A.I AA. W. 1 .�.�.1A,111 1.A&&, 1A $A.A.A.IL -4 Netsream - ELEVATED FLOOR BEAMS 9.6 June 28, 2000 1:42 PM netstream5.r2d a-9 1 D N2 _ -- .., .. .. .. 1 .wual rung LAW. 1 2 _ L None M1 N1 N2 Y -4 1 3 E None - 57.047 6 0 -2.907 3 7 M1 N1 N2 Y -5 11 6 �/ M1 N1 N2 Y -4 10.625 M1 N1 N2 Y -4 13.9 I M1 1 0 9.473 . 0 • 2 0 8.797 - 19.792 3 0 8.121 - 38.119 4 0 2.445 - 52.482 5 0 1.769 - 57.047 6 0 -2.907 - 59.313 7 0 -3.583 - 52.282 8 0 -8.259 - 38.719 Company : Nelson- Bourdag. nc., P.S. Designer : SA • Job Number : 00056 Netsream - ELEVATED FLOOR BEAMS • f O Basic Load Case Data j BLC No. Basic Load Case Category Desc ri�on Code Member Point Loads, Category : None, BLC 3 : E Member Label I Joint J Joint Member Distributed Loads, Category : None, BLC 1: D Member Label M1 Load Combinations Fr I D +L +E Sections M1 ANEW I Joint N1 Member Distributed Loads, Category : None, BLC 2 : L Member Label I Joint N1 Num Descri .lion Env WS PD SRSS CD Member Data J �-- C,�' °c so Member Label I Joint J Joint I M1 N1 I N2 Member Section Forces, LC 1: D +L +E Member Label Section Axial 1 Category Shear J Joint J Joint N2 BLC 1 Factor 1 Moment /K_ff1 Gravity Direction Load Type Totals Magnitude Load Pattern Label Pattern Multiplier N2 I UNIFORMY I .156 _ Load Pattern Label Pattern Multiplier UNIFORMY .156 1 BLC Factor 2 1 BLC 3 June 28, 2000 60 1 :57 PM Checked By: Factor 1 Location BLC Factor Section atabase Material Area SA SA 1(90,270) I (0,180) T/C • Label Shape Label In ^2 (0,180) (90,270) (In^4 (In^4) Only SEC1 W10X39 1 STL 11.5 I 1.21 1.2 I 45 I 209 I j Section End Releases End Offsets Inactive Member Rotate Set I -End J -End I -End J -End Code Length (degrees) AVM I AVM I {In) I (Ft 1 I 99. SEC1 � � RISA -2D Version 5.1 (C:\JOBS\Netstream - 00056 \netstream5.r2d) Page 1 Company : Nelson-Bourdao. Inc., P.S. Designer : BA Job Number : 00056 Member Section Forces, LC 1 • D+L+E, (continued) Member Label Member Label M1 Section 9 10 Member Deflections, LC 1: D+L+E Section x-Transiation Netsream - ELEVATED FLOOR BEAMS Axial (K) 0 0 y-Translation (n) Uy Ratio 0 • 0 M1 2 3 4 5 6 7 8 9 10 0 0 0 0 0 0 0 0 0 -0.223 -0.42 - 0.567 - 0.644 -0.422 -0.224 0 NC 1047.552 556.573 412.949 363.408 -0.645 -0.568 362.81 411.802 554.399 1042.766 NC Member MSC ASD 9th Code Checks, LC 1: D+L+E Member Label Code Chk Loc Shear Chk Loc Fa Ft Ks 10.672 0.514 10.292 19.5 0.185 Shear (K) -8.935 -9.611 Ft Moment (K-fl) -20.092 0 RISA-2D Version 5.1 [CAJOBSINetstream - 000561netstream5.r2d] Catorrar-e-- June 2e, 2000 Gi 1:57 PM Checked By: Ft Fb ASD Eqn. ,I1J ijj • K Ksi si 2 a D 0, 30 33 H1-2 , 0 cm uj I 0: I- - 1-i ...: Z 0 --, r-- Page 2 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by Date thy./ 0o Job No. 0004 Checked by Date Sheet No. n 1� Description Job Name N O3 rates n 4 Artr21 Com Ociffillo r 1 cz ' , o/sp (3 , \as) = ! Sd p C - 6 ptr: (vas - ) i 7 /9 4 )465 C2 1'1'0 TWO ups t CAM:124� (,o.'e 0u4, Ali ZL•1, ino�n f/ MAMA �� �k 7 b 1 1, 4 1 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by CA Date / t4n8lot Job No. ctose Checked by " Date Sheet No. e 13 Description ehq ikgp //ow Job Name Nos Boo c Fq -F:1 Othrro Flat/4 r• Giio ea_ itrt. Elwanto Float Guo 3a e 3,12s 0, 4 4 cif c .6s 4 • / if CP 3,125* a • "1 Loads: LC 1, beams D +L Solution: LC 1, beams D +L Member Bending Moments (K -R) Reaction units are K and K -ft Nelson - Bourdages Inc., P.S. SA 00056 -10K -10K -9K -9K - 9K -5K -4K -4K l 1 1 29.4 30.6 k 3o r, o " -213.5 Netsream - elev. floor girder - A2 -A3 June 28, 2000 3:42 PM netstream6.r2d 1 M1 1 0 29.417 0 2 0 19.417 - 95.972 3 0 14.417 - 158.611 4 0 4.417 - 200.417 5 0 0.417 - 211.806 6 0 0.417 - 213.194 7 0 -3.583 - 204.583 8 0 - 12.583 - 168.264 9 0 - 21.583 - 100.069 Company : Nelson - Bourdag ,nc., P.S. June 28, 2000 Olt Designer : SA 3 :46 PM Job Number : 00056 Netsream - eleV. floor girder - A2 -A3 Checked By: Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Description Code Description X Y Nodal Point Dist. Member Point Loads, Category : None, BLC 1: beam Member Label I Joint J Joint M1 M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 .::: N1 N1 N1 N1 N2 N2 :.. N2 N2 `. N2 N2 ,: N2 N2 .;. Y Y Y Y - -10 - -9 -9 -9 3.125 6.25 9.375 12.5 17.5 20.625 23.75 26.875 Load Combinations Num Description 1 I beams D +L 1 1 Materials (Genera° STL Sections Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress Ksi Ksi Ratio (per 10 4 5 F) (K/ft03) (Ksi) I 29000 11154 .3 .65 � .49 I 50 Section Label SEC1 Database Member Data Member Label I Joint Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 Material Label STL J Joint Member Section Forces, LC 1: beams D +L �i Member Label Section Axial Shear (K) (K) Moment !K_H1 Direction Load Type Totals Magnitude Location (K, K -ft) (Ft or %) -10 Area SA SA I (90,270) I (0,180) T/C 104 104 in 4 2 0 22.3 1 90 1 2 c 152 1330 Onlx Section End Releases End Offsets Inactive Member Rotate Set I -End J -End I -End J -End Code Length d: tees SEC1 AVM AVM (In) 1 (l � - 1 f 30 1 RISA -2D Version 5.1 [C : \JOBS\Netstream - 00056 \netstream6.r2d] Page 1 M1 1 0 �0� NC i 2 0 -0.329 1094.414 3 0 -0.612 587.857 4 0 -0.818 440.188 5 0 -0.925 389.187 .6 0 -0.927 388.262 437.025 7 0 -0.824 8 0 -0.62 580.828 9 0 -0.334 1078.549 10 0 0 NC 0 Company : Nelson- Bourdag. In c., P.S. June 28, 2000 0316 Designer : SA 3:46 PM Job Number : 00056 Netsreanl - eiev: floor girder - A2 -A3 Checked By: Member Section Forces, LC 1: beams D +L, (continued) Member Label Section Axial Shear Moment (K) (K) (K -t1) FRT11 0 I - 30.583 I 0 Member Deflections, LC 1: beams D +L Member Label Section x- Translation y- Translation (n) Uy Ratio Member MSC ASD 9th Code Checks, LC 1: beams D +L Member Label Code Chk Loc (Ft) Otc Shear Chk Loc Fa RISA -2D Version 5.1 [C:\JOBS \Netstream - 00056 \netstream6.r2d1 OK' Ft Fb ASD Eqn. (Ksi) (Ksi) Page 2 TOTAL SLAB DEPTH & CONCRETE WT. psf DECK GAGE & WT. psi OF NUMBER PANS SPAN F4 6' -0" 6' -6" 7' -0" 7'•6" 8'•0" 8' -6" 9' -0" 9' -6" 10' -0" 10' -6" 11' -0" q7 F 31/2 �" L 30.5 22 19 • ff AA ff Is Ps fflr /�� f �N/7 CU- CU- r CU- Di, Nl9 CPU- SNP NN CU- au. 232' 261 261 1825 .45 2035 40 275 275 1890 40 2145 _34 298 298 298 2045 .32 2380 27 298 298 298 2215 .26 2635 .22 °' 199 ' 228 228 1785 .46 1980 ,42 240 240 1845 41 2080 3R 261 261 261 1985 .33 2295 2R 260 260 260 2140 .27 2525 .23 173 202 202 1755 .47 1935 .43 •, 183 • 212 1805 42 2020 37 230 230 230 1930 .34 2220 29 230 230 230 2070 .28 2430 24 151 ' 151 151 • 1725 .48 1895 A4 • 160 ' 189 1775 42 1975 38 205 205 205 1885 .35 2155 an 205 205 205 2015 .29 2350 .25 ' ;.132 - 132 • . 132 • 1700 .48 1855 .44 '''•'141• , 170 17443 75 1930 39 184 184 184 1845 .35 2095 11 184 184 184 1965 .30 2280 .26 • • 117 • 117 117 1680 .49 1825 .45 •:• '124, 124 1715 44 1895 40. 137 167 167 1810 .36 2050 12 166 166 166 1920 .30 2215 ,26 .: 104 ' 104 . 104 • 1660 .50 1800 46 • 110.' 110" 1695 44 1860 40 122 • 152 152 1780 .37 2005 33 151 151 151 1880 .31 2160 .27 . 92 92 92 1640 50 1775 AR ' • 98 98 ' 1670 45 1830 41 • 108 108 138 1750 37 1965 31 108 138 138 1845 • .32 2110 82 82 82 1625 51 1750 A7 88 88 1655 45 1805 42 • 97 97 127 1725 38 1930 34 96 127 127 1815 32 2065 74 74 74 1610 51 1730 4R 79 • 79 1635 46 1780 42 : 87 87 87 1705 .38 1895 34 86 . 86 117 1785 .33 2025 . 86 .66 66 1600 52 1715 4A • 71 71 i 1620 46 1760 43._ • • 78 78 78 1685 ,39 1865 15 78 78 108 1760 .33 • 1990 0 18 2;9 16 3.5 4 „ 36 c .6 22 1.9 �Nl9f f!►Ir � N Nf f 1r is —NN P1. CU- Cam. CU- P. v- �NPJ • 269 •+ 300 300 2065 .40 2275 3R 300 300 300 2130 .35 2385 .32 300 300 2285 .29 2620 25 300 300 300 2455 .24 2870 .20 "'231'•'" 266 266 2025 .41 2220 .37 • - .244' % :: 279 279 2085 .36 2315 .32 300 300 2225 .29 2530 .26 300 300 300 2375 .25 2765 .21 ,''200 '_ 200 ;• ' : 200 , 1995 .41 2170 . 38 ' " 247 247 2045 .37 2260 .33 266 266 2170 .30 2460 .27 265 265 265 2310 .25 2670 .22 175 ' ...175• , 175.:' 1965 .42 2130 39 . 185':.:,;,163:x': 220 220 2010 .37 2215 .34 237 237 2125 .31 2395 .27 236 236 236 2255 .26 2590 .22 ` +,153,:• 153 .': 1940 .42 2095 34 163 163: 1980 .38 2170 35 ' 178 `' • 213 2085 .31 2335 _28 212 212 212 2205 .26 2520 .23 ' 135' ti: 135 135'' ` 1915 .43 2065 40 '•• :; 144 ,.• 144 ' :^ 144 1955 .38 2135 •.35 ••• 157' ' 193 2050 .32 2285 28 192 192 192 2160 .27 2455 .24 :' 120, .t 120; • ` • ..120 1900 .43 2035 an • 127 • ,• . 127 • 127 1930 .39 2100 .36 • 140 :•; ' " 140 "• .2020 .32 2240 29 138 174 174 2120 .27 2400 ,24 .28 1070• ;;:107 • 107 1880 44 2015 41 '113 '' 113 . ;• 113' 1910 .39 2070 .36 ;• • 125 ' " 125' 1990 33 2205 30 123 159 159 2085 .28 2350 .25 ,28 95 • 95 95 1865 44 1990 4 1 101 • 101 • 101 1890 40 2045 17 112 • '• 112 • 1965 33 2165 an 110 • 110 146 2055 .28 2305 .25 .29 . 85 85 • 85 1850 45 1970 an • 91 •. .91 .91 1875 40 2020 .37 100: 100' 1945 .34 2135 31 99 99 135 2025 .29 2265 .29 76 ' 76 ' • 76 1835 45 1950 42 81 81 • ' 81 1860 40 1995 _38 • • 90 • •',; 90' • 1925 .34 2105 31 89 89 89 2000 .29 2230 20 2 3 18 2 9 16 3.5 P. S1. au. 41/2" �� ` 42.7 22 1 9 Nl7 C{• 300 300 300 2305 .36 2510 33 265 300 300 2265 .36 2460 .34 '229 •.229. • ,•, :. 229''.2 : 2230 .37 2410 .34 200 200 . •, ,• .. 200 • ; 2205 .37 2370 .35 175 ,'175 ;; .•' 175:•' 2180 .38 2335 .35 155. 155 ' 155 2155 .38 2305 36 137 • 137. ; 137 ' 2135 .39 2275 16 122 122 122 2120 .39 2250 37 109 109 109 2105 .39 2230 37 .26 97 97 . 97 2090 39 2210 37 .26 87 87 ' 87 2075 40 2190 38 2 3 f a u �N1 CtL C 300 300 300 2370 .32 2620. 29 300 300 300 2525 .26 2860 .23 �' 279.1:: 300 300 2325 .32 2555 24 300 300 300 2460 .26 2770 .24 • 242' 282 282 2285 .33 2500 10 300 300 300 2410 .27 2695 ,24 ,;,211;;;: " 211 •,.' 252 2250 .33 2450 31, 231. '••••'. 272 272 2365 .28 2630 .25 '4186 ; i.;. „186 :., .f186 ' 2220 .34 2410 at ' 203 '" 244 244 2325 .28 2575 .25 : '164. ' 164. 164. 2195 .34 2370 12 180 •. 220 220 2290 .28 2525 .26 146' '+ ' 146 ". 146 . 2170 .35 2340 32 " 159... • • 159 •"''' 200 2260 .29 2480 .26 .; 129 '' 129' % 129 .• 2150 .35 2310 13 142 • • 142'. 142 2230 .29 2440 27 116 116 116 2130 .35 2280 13 127 . 127 127 2205 .30 2405 103 103 ' . 103 2115 36 2260 31 114 114 114 2180 .30 2375 27 93''• 93 • • 93 2100 36 2235 3s 103 • 103 ; 103 2160 .30 2345 28 18 2 9 �Nl9 f fir 1 6 3,5 • Nl7 f f l. f. CU- au. 300 300 300 2695 .22 3110 .19 300 300 300 2615 .22 3000 .19 300 300 300 2550 .23 2910 .20 270 270 270 2495 .23 2830 .21 242 242 242 2445 .24 2760 .21 177 219 219 2400 .24 2695 .22 158 • 199 199 2360 .25 2640 .22 ' 140 . 140 182 2325 .25 2590 .22 .27 126 • 126 167 2295 .5 2545 .23 112 112 . 112 ... 2265 .26 2505 .23 101 101 ... 101 _ 2240 26 2470 .24 • • 3 FORMLOK NORMAL WEII ---` CONCRETE (145 pct) TOTAL SLAB DEPTH GALVANIZED OR PHOSPHATIZED /PAINTED LOWABLE SUPERIMPOSED LOADS (Lbs. /Sq. Ft.), DIAPHRAGM SHEAR VALUES (q) (Lbs. /L.F.) AND FLEXIBILITY FACTORS (F) 6 Shoring required in shaded areas. VERCO W4 or 417 WELDS POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995' • Fax (425) 828-4850 Made by c , Date 6 leko Job Checked by Date Sheet t No. No. IJ a i c Description Job Name earavet-T;n. 0 (oknotem;. DL•Tsit. 1150 , Mete Jr -A L 3VZ � )x3 � k o t_ S �, Z „ A-3 W(6)C3? 141 wat.O 6 VI qii q A3PS N 7 %" 0 W Ibx74 ,y 3/4 N ach.rt: 0 ,1= 18,a 1 Roman., AnoutOt E _ ►� , 3 K,� Cot uc (3tem' 00 wet c I40 x 39 r�+[tl� 1-F AI14Ai : (10,6 4 65.3)(, I5) _ i1/1<Ip POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (4251 828-4850 Made by S-fi Date 647 siert, Job No. ocetz Checked by Date Sheet No. 6 tet Description Job Name Al tr5ft T:7 Rtn-p 00 — 64 Recrrn • N•00+11MI. 1.■ POGciEMEYER DESIGN GROUP CONSULTING ENGINEERS • 512'SIxth Street South, Suite 202 ■ Kirkland, WA 98033 • (425) 827-5995 • Fax (425) 828 -4850 Made by SA Dat 7 16/ at, Job No. DDO56 Checked by Date Sheet No `�� Description Q lairn , Rr►Ntyatlfrn M- (30. 63 Job Name N spners•n 71 Fkxxr. y J Gown e Quo B 2 - 3 EXI iTivg, w IS x 6s Iq ,S Opsa x L d J J do t _ t Eve °Is re.e.mnro Ciro •, v Nx 4rxvlbs vPs �x 30 = DG saran A Ogg/ lb5 IA4-pA An nl t3 - c • Ufu /0.57) )I Z = 2,1 K SCC 2eIoo c 1 t?cen�;r x S - oznn 570 5 P bF k W = sopf >< Ma • t7 7.3 k,a5 16 k k 0 '1 , 3 Nl. vs Ot t 79.3 rsr MS" _ 77J 1,9/Y t POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827 -5995 • Fax (4251 828-4850 Made by SA Date 7'4/0 , Job No. �Sd Checked by Date Sheet No. Description �trirrt R EiVer name v r 8.. 8 3 Job Name N ETS 2&1h ? 7'! Flw4 y 0 0 0 romi.. /um° oN Getal Ias + tiff f 775 + 121 + 162. W Or via = it k/�1 =7 '/o 7 ,irtrrps( • M rb S X rtip AsswnE for }fn Stft7)c.4 C lttuc Ir'tV' w lfx65 Pry« SX ra 3.6 14 /;+ at k /3f- (,30 6 = yos" 91- 0 1 1670 ; Sx = 117 � w = r XS hw 6 7.VI ;N t f - .75,N •33 ;Pe 3 / IN 3 summation Composite Section Property caciulations total section height = 27.35 in Section Name W18x65 ST 9x35 1 2 composite centroid y = 14.51 in lc= 2708 in • c top= 12.84 in c bottom= 14.51 in Sx top = 211 in Sx bottom= 187 in d tr ST 9 x 3S Quo .691 6.25 ,Iii ,0 4.) r r j "t tAl ! 0 4 04 M 0 4 No MN - -NMI w rr in in in in in in lo A y Ay Ay ^2 d Ad ^2 1070 19.1 9.175 175 1608 5.3 544 84.7 10.3 24.41 251 6137 -9.9 1009 1154.7 29.4 427 7745 1553 J1 4f -6 tf= .69/ ( 75?' t y,;.S X .7C r •® Vd 18x65 75lti.as)3 ; 351.-11 O (.70 2% 1-3 8.25x.75 6x.75 Composite Section Property caclulations Section Name # W18x65 1 Web plate 2 Top Plate 3 summation composite centroid y = 14.63 in lc= 2740 in c top= 12.72 in c bottom= 14.63 in Sx top•= 215 in Sx bottom= 187 in total section height = 27.35 in (y = 0 at bottom of section) in in in in in in to A y Ay AyA2 d AdA2 1070 19.1 9.175 175 1608 5.5 568 35 8.19 22.475 139 3127 -7.8 381 0.21 4.5 26.975 121 3274 -12.3 686 1105.21 29.79 436 8009 �� y � IbY POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street•South, Suite 202 • Kirkland, WA 98033 (425( 827 -5995 • Fax (425( 828 -4850 Made by oats 7 /// 00 Job No. DDOSG Checked by Date Sheet No. /� L' ► 7cc � 1 Description (3CA-en Qa - Q 3 RP,MnrtrnM7p/ Job Name N etsmorfn 7—/ `/is pre,y Ex It " LS KS Jour Tries -L, u 1 DECK I: Scri-tG % 1 t -D" y' 2 s,oGS w ►ox 31 onivotc ST9x3S ust.; ( W I b X 65 (Eyirn'rrt, .76 ) ,aS 4- x ‘ . 0 • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 827 -5995 • Fax (425) 828 -4850 Made by SA Date 7440 Job No. S6 Checked by Date Sheet No. Q ,p� D Description /f34 02- (33 Job Name N ml -ow, 71, y P Flom • 0 E / " Y' L ; C C' tort Li" / ? , fi t _ C 3" Cu ►vvr 'Sr 9 X 35 avti.. r-xrs n'N /6 1<6 Jots ( JD Verzi rp loconwv t6 7orst3 EXi STWW v JlhxlS i sr9x 35 POGGEMEYER DESIGN GROUP , • CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 827 -5995 • Fax (4251 828 -4850 Made by 6 , 4 Darr 7 h 40 Job No. 0006-6 Checked by Date Sheet No. V° p� `S Description Job Name N MLOm 7 I. a • 0 0 Born $pac•', A" /3n.7- LiP4C(Q.. /Q gxZX Z L 2xax.% 8 v ao Flvv( (32AcwC. S � 311 — l" 011 pmak A ) sr Vac POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827-5995 • Fax (425) 828 -4850 Made by Date 7 I7!01) Job No. CfroPSa Checked by Date Sheet No, !2 r1 r7 IJ OC / Description t/µ Hove Job Name nosta : .17 L1 Oo - 0 r e th, r W I t )c76 }o tS (0/1/04/J Ga A 2 s , s • etc s- ) (12,7 l( 416, 3 j troa X 76 , 6 le. allow 0 1� 3� 3 X A36 0 lo y/oX ) W," Alas 13orS e 3 „ g rit► (y" c.N0 OpsTrwc k' V./I1y POGGEMEYER DESIGN GROUP CONSULTING ENGINEEIis . 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 • (425) 827 -5995 • Fax (425) 828-4850 Made by 5X) C 543 543 /� Job No. Checked by Date Sheet No. B a� Description Fi Job Name e I I 997 ()CC 1111, /Z fcfl?q �1CT 12d A 5" 51, AC CI) Nip S 1/v 1 b 1111,1 1� 11,s P s."-do lb renvr•,u Nl,-p Le 1,7 6 -5*( 12, -k POGGEMEYER DESIGN GROUP ' 'CONSULTING ENGINEERS • 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827 -5995 • Fax (425) 828-4850 Made by sA Date ,... l Job No. t1G�o r Checked by Date Sheet No. /3 D n V `� Description Job Name NAStitklirl Cloth RArn = a FAT" (s'() (3) /ova 9,1 K Ch Y� Rt2 3 II e e ^B Pnt d - - ( /i �S (5'd ) , 7, 7 K /$ > YL, ' Ok do = 12•L( 3 d a As a9" 3 1, 1'5 (L' _ /,06 1 a NA/ - /24 rFl -k I i S II As .1NC% 2 m m> C)< rAaQ H 0 H II II , N cn N 1- :, -) NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. POGdEMEYER DESIGN GROUP . CONSULTING ENGINEERS '. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 827.5995 • Fax 1425) 828-4850 Made by , Date 0 p3 /ot• Job DC0 S6 Checked by - Date Sheet t N No. 83' Descriptloh Job Name • Nus T► , r - kctt r?Arrip iJ .11 '6 e I2" �ttrt�Nlchw' >LS 1L�r,p — pear (5)(IZ') l - 1 ��;L pr r a ,p 6 e le Z00n T 1 • 1..J Ti j L� ..._ ! L .. —J , • . ..-, r te -► -` • L.. V k- ---- -I !-----1.- • L.._J L_..J ,. L. r.4 L od .177 col 4 ;J • uoTae.todao) soquS OZ80 Tel 90Z Xv 16T :9T airs. on' NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. � ttiv fat o rtri 14 av I 11/ DNS 1 s ( Wit 4 • • ■ 1471.I -llY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ) POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 54 Date 74 /00 Job No. 000S6 Checked by Date Sheet No. D3 - Description &a OS V-3 8 -C. - .7) 'P r/Lr Job Name N erJM k '1 T. ( Dlsra"ozon,w Ade if .'IL P F. z U PPU (,t► = 1 - - = = 525 165 tO ' l$psF ( 3,7s' ) s 2 CAL = SO per (3.75' ) , = 1 +- P Pflix 431 (19) a 525 (11)(19) 8 IqoiC 1) 23, kys > Mi 5 - S,o _ / ')1_ /}llew /t.-c1 = 530 p sso (1`1) 8 = V1 Ft -14; VA Ilott, = S - t4 Z P , yl J J J I J J a L 187 4131 Is/n. V Mny > MM* KI'ps > VP44,, 1 /31 C 1 + S? Z _ 4,36 k,3 OK OI< POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828.4850 Made by SSA Do,_ 7 00 Job No. DockS"6 Checked by Date Sheet No. , � 1�Jt l l Description /4 y r > &, s 2-3 GL-C. Job Name NeT5r6try 71, Di; rPieunory Ilf? AA A _) ib lEMIXAMPlagliVtarAtillgansaiagettameraismaanwasuseski hl M 11'/5 F+ - K MO + S,H7 _ 29, 9 si-- K .6 (la) (.9)(1i) M nlltrw = .7 fl-K • , 4 1,200 (.6) - • 1/,i 4- ,Tz - H,SI < V411c, = 52310;os oK OK sNL'o by Q. 7o1i13 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 627.5995 • Fax (425) 828-4850 Made by Sf� Date 7i 'too Job No. °Dore Checked by Date Sheet No. a s Description t4 y Ikoa. Gaios z - a - c Job Name No ��rr 7'l, . A� QKt►t�QJI1c'N � +l•�A HI P3 tt l'P (2 Asogyi 4 . 41 Op)) pia . IS) /9 ) ,34301,) 3, - - 3,7 = 'I %9 Y - K P, P3 p7 1 I9 -o Ir . ) VH,t , : L 4 . ( 1, .� < V4 flow = (Pa: tE fsF (3 ) I96 Wit. = svpe, (3' ) 16 wont < rl , /low- = -K j7 C 4 :?ctt 34S 0 • e OK plII POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS RECEIVED CITY. OF TUKWILA "_262i( ', PERMIT CENTER FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval or plans does not STRUCTURAL CALCULATIONS FOR NETSTREAM T. I. 4' FLOOR AND ROOF UPGRADE POGGEMEYER DESIGN GROUP, INC. NW DIVISION DESCRIPTION Roof R1-R67 Screen Wall S1 - S9 ...- .ntnfMNflK' !tt iql14 (1.l)iN NC ll.vrervitsr Yt. : tMwFMNT. Dzaxzq7 !1 PAGES Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 Kirkland, WA 98033 )425) 827 -5995 Fax (425) 828 -4850 . POGGEMEYER DESIGN GROUP (3niSt.1LTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax 14251 828-4850 Made by Date 7 Job No. CCOrg • Checked by Date Sheet No. k 1 Description Job Name 1 ,4 elsrat.. .7.71, 1-1v4c Pmcifiele.45 Winegi • VI ea) 1 C) \N I Yq6 / bOot.. 35,sr C3 —b 03 9/ r — O r tA-)nec. iO W 7 58 (027r- (Novi) 102 /0Sg (, /03cs `iti 12 /Z. IC) /57S- G2.7 .71 /4 1 I I I I I I 6raz ‘Alt.b c .t = 1.06 1 44,1 51-k / 4 ' 5 4 3'.2 Z• 12 Kt.; 2 Ks' i/ Stint (1,,re.'',14n:f. "" n )): 3.5 0 ' 0 A IICAA1016 7 • ti5 .,q(6-6) r• 2 0 IS > Y • OK 7,•1'2 Ks; POGGEMEYER DESIGN GROUP . CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by �7l Date 71�' /, Job No. b Checked by Date Sheet No. n . rC oC Description w/1)< 24 (qc —y0 04 6C to SD Job Name Neh I / y f �P/Vt \%vl6Y:G Leas Snow . 45 w fS 4 /!Mc oa W i(yt4 Vim = w eYe. = 6? °� 2�) 8 = Zz, 8 t - l o, svO ( = / 76- f `6 / µow r-'DL sly- tI 7S e? 0-pie 1 lob .fit - -ic V Hm• = Z 9,3 k,s ✓ OK /ice - r or w L = v l b (15.75 (, 2e-) - 3,9 ,N r 8" /tr& 40- Sre#55 6,ruc•&7064 -0+/° 3 S t F tea, >vr OK POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425( 827 -5995 • Fax (425) 828-4850 Made by SA Date 7 /12 boo Job No. Oe Cs Checked by Date Sheet No. „ 1 � Description Job Name Nb'1 neThvj 7 1, 1 A 11 V/�C. PL -1Ci R4 i70.6 a 0 ••• C3; C , o o o KrN a ga' of TYP w g le 'le C3 4r •,.....,_.- .+..,..b. ......• .+r.o-len++a..• 1••e gM•an••161 weir •••••••••o Vv••.yt°mn.ay wyx+r•••••• * .•••••••vn..s, POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251'827.5995 • Fax 14251828.4850 Made by n t 7/261 Job No. D vr� Checked by te Sheet No R.,L.I. Description Job Name U PTSrrta,.rnt T1, i p tArtterni• , ,N w l wI6X26 """v DC. -- -- psF /66 LL SO psi: iirnw 7/ WM. Ftt. ° 5(36.1-5a 1 pit ,2S" ( pit/ .N2s L Cz7) - z 1" _ , 25 1 • 36 - Cso) 1�S 5.73 I( CIs s) (Pm., pa,FnV 01;513 S — Ct „ n.c. 38 31 - S 73 K - __ 3Fo Ew 257 _ 2 < 63 11 k5-; < y r•Ihrw' Non) G.roi -tr .NELSON DOURDAGES Made By: MS Date: 7/7/00 Job No.: . ,Ae099r Consulting Engineers Checked by Date: Sheet No.: IS' 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Job Name:. 4�tahrq nexik ( u ' A& SceAw will Wb = hr= D= hb= 4 *hd= 4 *(hr -hb)= (hr- hb) /hb= Snow Drift on Roof 1994 UBC Appendix if roof step, set factor =1.0; if parapet, set factor =0.5 factor= 1.0 Pg= Ce= Pf= 14 tizrze,01,7 7P. 25 psf - ground snow load 0.70 exposure factor , table A -16 -A 1 importance factor from table A -16 -B 17.5 psf determined by Ce *I *Pg 50 ft - note: must be min 50, max 500' - width of roof 9.5 ft - hight of roof step 17.25 pcf weight of drifted snow, determined by 0.13 *Pg +14.0 <= 35 pcf 1.01 ft - ht of balanced snow load on lower roof , determined by Pf /D 2.35 ft - ht of drift determined by hd =( 0. 43 *(Wb) ^(1/3) *(Pg +10) ^(1/4) -1.5 )* factor 9.41 33.94 9.41 ft - width drift on lower roof ( taken as min of above two expressions) 8.36 Drift needs to be considered maximum intensity of snowload at the high of the drift: Pm= 58.09 psf - determined by D *(hd +hb) <= D *hr for hand talc adjustments for short lower roofs: peak surcharge on uniform snow load = 40.59 psf Note: sliding snow must be considered if upper roof slope is >2:12, and lower roof is closer than hr, or 20 ft. L= 9.41 ft 40.59 psf 17.5 psf UBC 1644.5 58.09 psf F N i LL = ' 22 0 F - Z r O' LU o c o , O t- = v' :. F- t. Z ' p POGGEMgYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by I Date 7 / 7 / v7 J Job No. Cot?S6 Checked by Date Sheet No. Description /J� �[ Job Name N ersm E�Rm TJ. J SG - C/i t 0 S C D kit x q, 7 /4/y t. 33 ps,r_ I9 psF = 26 ppF t. murnvur 7 7 ;,.5 = So.? ,o4 + LI,S k e o' G rt.M+ kti e D 5S fsF OR'Fr r -D e / =o a screew 0.4 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828.4850 Made by 57 Date 7/74,0 Job No . 000 5 6 Checked by Date Sheet No. Q Description Job Name N LTSn olfr1 1 7), J - 56 a 1 / K6 G agK6 ;Misr 10,0 � 1. �• 4 4 OVAL I o (27) l3 J 1 Smtai 1,ty orNe foists (2/ ; 3 3St /0) 5 0,c . _ •?2SA l � t / s = 58 psi ( 6 ' 0 A = a 9 0 W rrnwi. = 77`1 /3 70,5 (12) 3 I <5; 6 t ) NVAf Um, Wm.* WsNwv Sao = �� M , _ ,77N� a7)z - 70, Composite Section Property caclulations in . in in in in in Section Name # to A y Ay Ay ^2 d Ad ^2 24K6 1 351 2.8 12 34 403 0.0 0 top bar 2 0.02 0.6 23 14 317 -11.0 73 bottom bar 3 0.02 0.6 1 1 1 11.0 73 composite centroid y = 12.00 in lc= 496 in' c top= c bottom= Sx top = Sx bottom= 12.00 in 12.00 in 41 in 41 in 351.04 4 48 721 145 __. #11 Mp POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 Fax (425) 828 -4850 Made by A r / - t ioloo Date 7 / Job No do0S6 Checked by - Date Sheet No. R _f Description Job Name Nor StttC - • r 1, J `g • tI K6 .O 3 C., Ma IS. s -1c Y - K ra = 3 3 " H -Novicki T= (70,5 - 6615) IL 2.6 kip Tato Aoa (2) 5 4 ' 0 rads Fu = sows; A: 2)( ,gyp. i*,z P4= 4314; CHal< CarrprtSJlw criot -0 AftYl. -;M"016 - .SZI Fl f,t.l+' ,6 = 2•D; 2 ° r�A r •S� = 9A-1 S/ OfC POGC5EMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date 7 /iofry Job No. titbs6 Checked by Date Sheet No. R r ( D Description Job Name mercita,, T./. J- S6 2 eal05 C•.p 0 Fe 77`Ip4 c It 4 ( ail ( y. s e N it rf kIj•s k 1 io,N (6.7 - - , ( z r1 A lly ld lo devely '4 ' (R2 0"' kln _ ?312S r ,097 �N (.'Xio)( ,°' Allot 41, j041/ = 2. O$" k:ps Axm MAC rod x t = 3aks; (.3) . 9 K .P S ilk 2•5L 16;a urr: s' ' .II " /m.+ tT+`" o , — 100. . ` • &sawnvy' Cue to wn p „pl List 2" „,e, d e &►ea P A,,, i . t , � R A.3 et CENnZ ✓$ W of u_ a. N 3 ; F W z uJ ' i0 N', 0 F— W W: U. O j. 0 N' 0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 5-4 Date //aim Job No. coo $14 Checked by Date Sheet No. 2 I I Description Job Name M Titioyn 7 - 2. 3 .2 146 Gas C-io .4J-1-13 - n o r A 36 /412 its ••• D es Is r4 IMAM i10 6 " e4e 1. ffe-oicelite Lob toki,v., ci(ov Pe or, b ; IS tru1t0E DebsN k„,74e ifireE m 504 rt = ••• (436e(r to .‘I 2o .Z a • me,f4r 2R. 1141.4461t, !Goo 1 P ee refiat-d ACIC tivid hd10 10. r re.2_ 1 / , d'le , , 2 . It Int tO LASE Pave Le I ei ), 1 4/ Jc. 44. A (z 13'1 8 1-Aj 4d rsquv) p.7 g/i., 1,21 LtE 3" e4cH POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827 -5995 • Fax (4251828-4850 Made by J 4 D 7( it 000s Job No. Checked by Date Sheet No. n In I` Description 0.4 G C -' tj Job Name N l EIS TAU" 73, j - .7L/-1<‘ M cw,,p'ctts,-.nu C3lz S1; 46 = 16 , L/ - (?,75) ( ) C3,2. = F 7 /s1M tiCS" it ro f}OOIT 4r 1 ►1 i01b /9X /h p r LuD So'r •/44 rml ir PA - = 1 (.N3g)(Z) = b;q7 kV)! a 2 x S x 3/ " f= ,a-3 LIV 3;1 tona; New meeldwr = /1.6 - 7 .4 1 la'/1r c4M-41 it ? Aiv4 y 29 rag -- 30 , POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • Fax (425) 828-4850 Made by . SY4 Date 7/to/co Job No. ccos Checked by Date Sheet No. g 1 .3 Description T5e — Job Name N 0 olfel 711, N Let CN r-J re) cy rr 4 •t) 7 0 118.717.1USMAUSP(124.0.121W.CMTAIIP.Illt • • • • • • • • • • , • • • • • • • • • • • • 168 Fig. 5.5.8 Joist Diagonal Reinforcement 2" MAX. 3/16 SPECIAL TOPIC 2iq - 2 L1 1/4" x 1 1 /4" x 3/16" TYPICAL AT LOCATIONS SHOWN 3/16 TYPICAL - PLATES NEAR SIDE /FAR SIDE • 1/4" x 5" CUT TO FIT COPE SEAT VIEW A -A Fig. 5.5.9 Joist End Seat Reinforcement POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by SA Date 7 /to!oo Job No. x0576 Checked by • Date Sheet No. R15 Description T5.15 — '2L. /i 6 Job Name . t �� tV L . .I-', C R� s - ►2 C T M CU ^ CODE ' W 21. LIST NO. 4 212 stl I WI FILE N0. - 9'Sq(,o PIECE COUNT' PAINT 4 e Ey AEFER TO _ .r - y CeT OMEN DEAD enG DEPTH A DI1IDH1L CDCOMMTWD MATED 1101 M! 1.Di1M LOAM 1.91 DD PITCH TYPE nit OTY DESIGNATION (KRILL Loam ICYO- T CAA BASE LENGTH LEFT R1 DO LEFT P.1041 910I'E w►tE KIM !� DD or ELL or MA DISTANCE S 3.- 4 2O czig. 4, L7 3 4,. 3" 4o a7 =0 , o'z • cl-i,ay 1 p „ o s HI, p 12 t 1 til fo P2c-475: k—r .pr, L 0 • s l�A 6 a-L{K(a 2 ' ts0 !. , 11 ¢ .. 4. sN o P Rc- N r- to¢u,. Ai- 'PT. LD, _56A • 't. SHOP ORDE.m.'. i : ' ' 1 �i• A V im • p 1. NOTES Vrtf* ► 6 EarS it 3 ,' _. of • `- OFFICI A 0 ■ 1► _ 1 .. -� A DI1IDH1L CDCOMMTWD MATED 1101 M! 1.Di1M LOAM 1.91 DD m '.LOT L OP. SLOT R *t . IC AX'L T NET UPLIFT �OP "A CD LOC CO LOC LOW DISTANCE LOW DISTANCE S 4o fiii, f , o'z • 1 p „ o s HI, p 12 t 1 til fo P2c-475: k—r .pr, L 0 4o ts0 !. 4. sN o P Rc- N r- to¢u,. Ai- 'PT. LD, _56A • SHOP ORDE.m.'. i : ' ' 1 �i• A V im • p 1. NOTES Vrtf* ► 6 EarS it 3 ,' _. of • `- OFFICI A 0 ■ 1► _ *Om m UTAH SHORT — SPAN JOISTS BILL OF MATERIAL JOB: PAC, ►FtC- V U I LOC: T r& K W 1 c-A , k 1A OWN el 11 9 5 oI eY T orb �,:,ad.alN 0 f RE1/ASIED er u D W N W' W O J LL' 92 a I- al Z Z �, W uj r 0 0 0 H W W LL � W Z ' U 0 PACIFIC VIEW C Aug 16, 1999 80 -9- 546 LIST 20 J56 . * *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 SJI SPECS VULCRAFT ENG DEPT ** >JOIST,TYPE 24 K6 BASE LENGTH 27' 00-1/4" )* *BASIC DIMENSIONS ** PARALLEL CHORDS UNDERSLUNG t DEPTH: 24 0/0 - MODIFIED WARREN CONFIGURATION -- LEFT END PANEL -- END DIM VAR DIM `)TC 2 9 0/0 2- 9 1 8 BC 3- 9 0/0 1- 9 1/8 INTERIOR P 4 AT 4 - 0 0/0 TCX LEFT 3 0/0 0 0/0 ON CENTER MAXIMUM. BC LATERALLY SUPPORTED AT 10- )DITIONAL WEB MEMBERS--- - 1. FROM BC PP AT 7' 6 -1/8" TO TC AT 6' 0 -1/2" * *DESIGN CRITERIA ** LOAD CONDITION 1 FOR PRIMARY DESIGN - - -- 'TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL l(PLF) (PLF) (LBS) (KIPS) (KIPS) (KIPS) LD DEFL 503 438 CONCENTRATED LOADS FROM LEFT END BASE LENGTH- - TOTAIPLOAD LIVE LOAD TC. 4.500 .000 TOP CHORD EXTENSION LOADS -- -) TOTAL LOAD LIVE LOAD TOTAL LOAD J LEFT ( 502 (438 DEFLECTION MOMENT PROXIMITY DISTANCE IN INCHES 6- 0 6.38 * *DESIGN CRITERIA ** LOAD CONDITION 2 - - -- MULTIPLE LOAD COND # 2 UPWARD LOADS TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD (PLF) (PLF) (LBS) (KIPS) (KIPS) (KIPS) -40 0 STRESS INCREASE ALLOWED-- CONCENTRATED LOADS FROM LEFT END BASE LENGTH- - �% TOTAL LOAD LIVE LOAD MOMENT PROXIMITY KIPS KIPS DISTANCE IN INCHES _,TC -4.500 .000 6- 0 1/2 6.38 VAR. DIM PANEL -- DIMT END END DIM 2- - 9 1/8 3- 9 0/0 FROM LOAD SUPPORTING PP TO PP WEB MEMBER 3 4. x -vert LIVE LOAD REQD MOMENT REQD SEC DEFLECTION OF INERTIA MODULUS TOTAL LIVE LD DEFL LD DEFL REQD REQD LIVE RES MOM ENDR LD DEFL (IN -LBS) (LBS) 786711.6 10219. 65,5 f+• K FROM LOAD SUPPORTING PP TO PP WEB MEMBER 3 4 x -vert WPM ..CIFIC 'VIEW C 80 -9- 546 LIST 20 J56 24 K6 * *DESIGN CRITERIA ** LOAD CONDITION 3 - - -- Jplift Load Only ^UPLIFT LOAD = 40. PLF , 'STRESS INCREASE ALLOWED-- **CHORD DESCRIPTION ** SEC DESCRIPTION "TC 26 L 2 X 2 X.175 BC 26 L 2 X 2 X.175 1 ''* *DEFLECTION* * L - ) - -TOTAL LOAD--- - 1 LC ALLOW ACTUAALL GOV 0 3 .06 C* *RESULTANT WEB DESIGN ** STEEL FY = 50 KSI (- )COMPRESSION, ( +)TENSION EM SEC DESCRIPTION KL /R LC 2 117 17/16 ROUND 128.3 2 2D S 3 L 1 X 1 X.109 118.9 1 3 S 27 L 2 X 2 X.187 92.3 1 4 S 20 L1- 1/2X1 - 1/2X.170 106.3 1 - XT1 D 3 L 1 X 1 X.109 87.0 1 V2 S. 3 L 1 X 1 X.109 101.9 1 5 S 14 6 S 8 L1 -1 /4X1- 1/4X.111 126.8 2X V3 S 3 L 1 X 1 X.109 101.9 1 7 S 8 L1- 1/4X1 - 1/4X.111 126.8 2X 7R S 14 L1- 1/2X1- 1/2X.115 105.3 2X V4 S 3 L 1 X 1 X.109 101.9 1 6R S 1 8 L1- 1/4X1 - 1/4X.111 126.8 2 5R S 17 L1- 1/2X1 - 1/2X.138 105.7 1 V5 S 3 L 1 X 1 X.109 101.9 1 4R S 9 L1- 1/4X1 - 1/4X.133'127.3 1 3R S 22 L 2 X 2 X.137 91.7 1 -) 2DR S 3 L 1 X 1 X.109 118.9 1 2R S 114 7/8 ROUND 194.7 1 • '* *RESULTANT CHORD DESIGN ** STEEL FY = 50 KSI TC LC ' AXIAL (LBS) LD 1 1 - 17466. 3 1 - 32341. 4 1 - 28878. PP MOMENT (FT -LBS) - 388.2 - 388.2 .0 Aug 16, 1999 27' 00 -1/4" MAX COMB RA AT LC 1 MEM 1 .7599 1 17 - -- -LIVE LOAD ALLOW ACTUAL GOV • .89 .62 MP MOMENT PP MP (FT -LBS) RATIO RATIO K 247.9 .9884 .9462 1.00 167.6 .8694 .8153 1.00 .0 .8053 .9046 1.00 .0 .7190 .8736 1.00 FILLERS 351.2 REQ 23. REQ N MIN VERT SHEAR = 2608. L END REACTION = - 10432. R END REACTION = -7702. REQ DEV WELD REQ AXL LD AXL LD SIZE LEN - 8525 - 9656 .237x 4.2 - 1931 - 2178 .109x 2.0 - 11127 - 11716 .175x 4.3 + 10119 + 14433 .170x 4.0 - 5878 - •7250 .109x 3.6 - 1111 - 2938 .109x 2.0 - 3780 - 4427 .115x 2.2 + 3780 + 7955 .111x 2.3 - 1163 - 2938 .109x 2.0 + 3780 + 7955 .111x 2.3 - 3780 - 4427 .115x 2.2 - 1163 - 2938 .109x 2.0 - 1610 - 3.286 .111x 2.3 - 5099 - 5272 .138x 2.5 - 1110 - 2938 .109x 2.0 + 6474 + 9444 .133x 3.3 - 7698 - 8279 .137x 3.8 - 1931 - 2178 .109x 2.0 + 15339 + 16236 .215x 3.4 218 Page 2 LC = 2X LC = 1 DEV LEN SLOT 5.6 4.6 7.8 2.7 4.0 2.7 4.0 2.7 3.7 4.0 2.7 4.6 5.9 FILR KL /R REQD 78.6 84.0 29.2 44.7 rw vn+ tt'+ �w;.+ th'. a. �...�m.+�...n,�p,„.r.•... -.,ou .....nrnrownn.m.w-n.+a,.rart. .ox .. ,...•••,".......1 ' LU 2 U N co W w o g Q _ ° LU w mo o', 0 N 0 I- I v • Z y O �r; PACIFIC VIEW C 80-9- 546 L IS T K620 , ( * *RESULTANT CHORD '71 TC G AXIAL (LS) D .5 1 . - 28878. r> 6 1 - 31030. 7 1 - 28951. .) 9 1 - 28951. • 10 1 - 22640. 0 12 1 - 13543. ,0 0 0 * *BRIDGING REQUIREMENTS ** BC 14 16 18 19 20 * *TOP CHORD EXTENSION DESIGN ** PP MOMENT (FT-LBS) . 0 .0 . 0 .0 .0 .0 -388.4 -388.4 V D P (LBS) LC (FT -LBS) 0 25016. .0 30520. .0 26332. .0 17954. .0 LOAD CASE- - LEFT 1. LL MS) 2. LL TCX) 3. TL MS) +DL (TCX) 4. DL MS +TLI(TCX TC RYY BC RYY 1.232 1.232 UPLIFT BRIDGING SPACING 10.000 DESIGN ** Aug 16, 1999 27' 00 -1/4" STEEL FY = 50 KSI MP MOMENT (FT-LBS) .0 .0 .0 .0 .0 167.9 247.9 MP MOMENT (FT -LBS) BENDING MOMENT . R.0 DEV S .017 .350 LEFT. TC 27 BR ,TOP CHORD EXTENSION DEFLECTION -- . 0 .0 .0 .0 .0 NODAL ROTATION AT WORKING POINT (RADIANS) . 91668E -02 - .29227E -03 . 14438E -01 .49791E -02 RE 003 WORKING LEN STANDARD 260.043 S 9.007 G WORKING LENGTH 26.688 NO. OF ROWS CLEAR SPAN 4 19.521 satt..vrewu PP RATIO .7190 .7726 ,7726 .7208 .7208 .5637 .5637 .7517 .8576 PP RATIO .6229 .7592 .7599 .6556 .4470 ACTUAL DEFLECTION (INCHES) .000 .000 .000 RATIO .9715 .9087 .9087 .9740 .9740 .7617 .7617 .6139 .7318 MP RATIO .6229 .7592 .7599 .6556 .4470 NOTE: CHORDSNINCREASEDNTO TO ADJUST FOR WEB CHORD BENDING. S, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. RIR KL /lt 60.8 38.8 38.8 60.8 60.8 60.8 60.8 84.0 78.6 114.4 121.7 121.7 121.7 114.4 NO. OF ROWS TYPE SPECIFIED BC RYY L /RYY BC LYY 1.232 97.440 10.000 Page 3 FILR REQD x x FILR K KL /R REQD DEFLC GOV BEARING DEV 1I IN. TC BC DEPTH ALLOWABLE GOV GOV DEFLECTION TC TCX (INCHES) . 000 .000 . 000 �aa J V . 0 0 0) C w 0, U z 0 :p 1 U N 0 1- 2 F- w r w z U 0 ~: z Poaemeyer Deign Group Consulting Engineers 512 041 terser South. Suns 132 KM4iind. WA 94034 (425) 527-5095 Fin; (4251828-4650 Job Name: PhOstream TI Joist J58A -24k6 Malice*. 56.5 R-k Mactual= 70.5 R-k d effective= 23 Inches Additional force required at bottom chord = (Mactual - Mallow) / d 7.3 klps Chord rtillkfaittfAIL use (2) 5/8 In din bars Area = 0.6 in Fyn 50 ks1 Stress ki bars = Allowable tension Stress In bars = • Descriplion: (area of 2 bars) 12.2 ksl 30 ksl Pod distance from left end where Mactual Mallow W uniform= 774 pat Span. 27 ft R left = 10.45 kips X lelt = 7.48 ft req. length of reinforcement= 12.0 pegglaytiat - bar diameter = well effective throat = 0.0977 In weld strength = 2.05 ldps / in length of end weld required = 4.39 Intemdtant welds Mama= max shear = 10.45 kips end tension member angle from•horiz = end compression member angle from hertz = T web max= C web max= 15.32 kips 11.73 Wps atikILLWOROMINIS A36 Angles tension members compression members Ma SA Dale: 7/11/00_1 Job No.: 00056 Checsini by Dale: Sheet No.: 0.625 E7Delectrodes developed bar- 9 kips load due to shear flow = 0.0940 kips / in welds at length required 43 degrees 63 degrees 24Kit - JIM Joist Retrofit existing capacity = 18.2 kips existing capacity = 9.7 klps Fyn 36 ksi A req- Weld size= weld strength = length required= Un-relnforced too chord Properties Top Chord Area= 1.88 in Top Chord lx= 0.695 in approximate joist In 400 in -0.041 lo 3118 in 2.78 klps/inch -0.32 In 1.25x1.25)016 length- r min = 0.244 in A = 0.434 in Fa= 9.8 ksl Pa = 8.51 klps gh A TC + A bars= 2.48 10 rx = (I/A)".5 = 0.529 In braced length = 24 in KW= 45.34 K=1.0 Fa= 25 ksi OK 24 Inches on center (6 panel points) 1.10 in additional load req = additional load req = fillet well SMAW allowable load for 2 angles OK 20 -0.88 2.03 J ( .LC) POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by Date 7/1110 Job No. 1,00$3 Checked by Date Sheet No. a . z p Description 0 n a `I - K [ Job Name NI.:Isl mto 77 . —+r ti or b Or 1 4 Z, 6 ft ti �r�\ 413 lea ° NJ 5J 0 r ci rt POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by so o.,._ 711160 Job No coos-6 Checked by Date _ Sheet No. R oa3 Description 356 - aLI K Job Name N osrem - 71 -.J ti n car ea r f or tY tc% • j "IFIC VIEW C • 000∎ .J -9- 546 LIST 20 J56A . i *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 SJI SPECS VULCRAFT ENG DEPT ** • OIST TYPE BASE LENGTH F., '24 K6 26' 11 -1/4" e- *BASIC DIMENSIONS ** PARALLEL CHORDS UNDERSLUNG ; , DEPTH: 2.4 0/0 MODIFIED WARREN CONFIGURATION ! r"'TC ;`BC +°7 "BC LATERALLY SUPPORTED AT 10 - t *DESIGN CRITERIA ** ms. OTAL LIVE TCAXIAL TC BEND BC BEND REQD REOD LOAD LOAD ADLOAD LOAD 'LOAD LOAD TOTAL LIVE RES MOM ENNDDR ( (PLF) (LBS) (KIPS) (KIPS) (KIPS) LD DEFL LD DEFL (IN LBS) (LBS) 678491.9 10251. ? CONCENTRATED LOADS FROM LEFT END BASE LENGTH- - WT St* 1 TOTAL LOAD LIVE LOAD O AD LO AD LO LO LO TOTAL LIVE ..;�( L (PLF)) (LBS) (KIPS) (KIPS) (KIPS) LD'DEFL LD DEFL —TC 4.500 .000 ,— TOP CHORD EXTENSION LOADS- - STRESS INCREASE ALLOWED- - `CONCENTRATED LOADS FROM LEFT END BASE LENGTH -- TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES PP TO PP WEB MEMBER TC -4.500 .000 5 -11 15? 5.88 4 4 Aug 16, 1999 00 co 0 -- LEFT END PANEL -- -- RIGHT END PANEL -- cnW END DIM VAR DIM INTERIOR PANELS VAR DIM END DIN► 9 1- - 5 0/0 1 0 5 5 AT 4- 0 0/0 1 0 5/8 1- - 5 0/0 w O t TCX LEFT 2 ? ` 5 0/0 1 Q ' 0 0/0 ON CENTER MAXIMUM. CO O = d ' LOAD CONDITION 1 FOR PRIMARY DESIGN -- H W ' Z H 0 W H W 0 0 N , i0 H MOMENT PROXIMITY FROM LOAD SUPPORTING W W; DISTANCE IN INCHES PP TO PP WEB MEMBER h- = %? 5 -11 1/2 5.88 4 4 u_ I 'U Z N TOTAL LOAD LIVE LOAD TOTAL LOAD LIVE LOAD 'REQD MOMENT REQD SEC F-=` (PLF) (PLF) DEFLECTION DEFLECTION OF INERTIA MODULUS Z H LEFT 505. 442. - * *DESIGN CRITERIA ** LOAD CONDITION 2 - - -- MULTIPLE LOAD COND # 2 UPWARD LOADS _'TOTAL LIVE TCAXIAL TC BEND BC BEND R �� ...�.....o.ier ' rnrmxtt.•^^.=..« MaM' MMP' PMafX�iw> FR.+±- ua�u��+«., w�wenwrrra.{.., r+ nowir.+ wt(,....., 4v5t yy�« z? s,.raKr�:.eTO..zr,+�.varo+eMVq!r '' PACIFIC VIEW 20 J56A 24 K6 * *DESIGN CRITERIA ** LOAD CONDITION 3 - - -- Uplift Load Only ,. UPLIFT LOAD = 40. PLF STRESS INCREASE ALLOWED - / * *CHORD DESCRIPTION ** SEC DESCRIPTION TC 32 L 2 X 2 X.250 BC 26 L 2 X 2 X.175 * *DEFLECTION ** - -TOTAL LOAD--- - LC ALLOW ACTUAL GOV 1 .79 2 .24 3 .05 MEM 2 4 5 V3 7 8 V4 8R 7R V5 6R V6 4R aR 2DR 2R TC LC V 2 1 SEC DESCRIPTION 114 7/8 ROUND 3 L 1 X 1 X.109 27 L 2 X 2 X.187 27 L 2 X 2 X.187 9 L1-14X1-14X.133 17 L1- 1/2X1- 1/2X.138 8 L1- 1/4X1 - 1/4X.111 14 L1- 1/2X1 - 1/2X.115 14 L 1 1 14 L1- 1/2X1- 1/2X.115 3 L 1 X 1 X.109 8 L1- 1/4X1 - 1/4X.111 22 L 2 X 2 X.137 3 L 1 X1 1 L1- 1/2X1- 1/2X.138 22 L 2 X 2 X.137 3 L 1 X 1 X.109 114 7/8 ROUND Aug 16, 1999 26' 11 -1/4" MAX COMB 1 RATIO LC MEM 1 18 - -LIVE LOAD ALLOW ACTUAL GOV .89 :J * *RESULTANT WEB DESIGN ** STEEL FY = 50 KL /R 141.6 118.9 75.1 79.3 81.5 105.7 126.8 101.9 105.3 105.3 101.9 126.8 105.3 101.9 126.8 78.7 101.9 105.7 74.5 118.9 141.6 * *RESULTANT CHORD DESIGN ** STEEL FY =.50 KSI AXIAL LD PP MOMENT MP MOMENT (LBS) (FT -LBS) (FT -LBS) -11935. -203.2 23.3 - 11358. -203.2 175.0 KSI (- )COMPRESSION, ( +)TENSION MIN VERT SHEAR = 2637. L END REACTION = - 10549. R END REACTION = -7710. REQ DEV WELD REQ LC AXL LD AXL LD SIZE LEN 1 + 15633 + 16236 .215x 3.5 1 - 1412 - 2178 .109x 2.0 2X - 10299 - 14246 .175x 4.0 1 + 12327 + 21391 .175x 4.7 1 5140 - 5890 .133x 2X - 5098 - 5272 138x 2X + 3825 + 7955. :111x 1 - 864 - 2938 .109x 2X - 3825 - 4427x.115x 2X - 3825 - 4427 .115x 1 - 1143 - 2938 .109x 2X + 3825 + 7955 .111x 2X - 3825 - 4427 .115x 1 - 1162 - 2938 .109x 1 + 5089 + 7955 .111x 1 - 6562 - 9402 .137x 1 - 1153 - 2938 .109x 1 + 8014 + 11849 .138x 1 - 7514 - 9748 .137x 1 - 1228 - 2178 .109x 1 + 11629 + 16236 .215x . o = /.Z ? / 's FILR MP RATIO K KL /R REQD .2804 1.00 38.4 .3349 1.00 63.0 PP RATIO .4187 .3666 Page 2 FILLERS 408.8 R2223. REQ N 2.6 2.3 2.0 2.2 2.0 2.3 2.2 2.0 3.1 2.0 3.7 2.6 LC = DEV LEN 4.3 4.1 3.1 3.7 2.7 4.0 2.7 4.0 2.7 3.7 4.8 4.0 4.1 2.6 4.3 2X 1 SLOT ':IFIC VIEW C eJ . -9- 546 LIST 20 56A 24 K6 r7f*RESULTANT CHORD DESIGN ** STEEL FY = 50 KSI MP MOMENT /PP GOV AXIAL LD T3 LC - 25261. 1 - -25261. ;-1 6 1 - 30447. 8 1 -30447. 10 1 - 26265. 11 1 - 1 , -).1 . 3 1 - 1 8387. 14 1 t -8878. � 5 .GOV AXIAL L BC LC (LBS) 15 1 16332. ` 17 1 30962. 19 1 28891. ~21 1 22579. ,,� 2 2 30962. SEC MOMENT REQ S ') 12021. 32•TC 1031. .034 'TOP CHORD EXTENSION DEFLECTI - * *TOP CHORD EXTENSION DESIGN ** LOAD CASE- - ,JLEFT 1. LL MS) 2. LL TCX) t �,, 3. TL MS +DL (TCX) 4. DL MS) +TL (TCX) ,j* *BRIDGING REQUIREMENTS ** NOTE - NOTE : TC RYY 1.250 PP MOMENT (F -682.8 -682.8 - 372.0 - 26.7 - 26.7 1.9 - .0 .0 -182.0 -146 4 • PP MOMENT (FT -L .0 .0 .0 .0 .0 .0 WORKING BC RYY l LENGTH 1.232 UPLIFT BRIDGING NO. OF SPACING ROWS 10.000 5 Aug 16, 1999 26' 11 -1/4" (FT] 8 1.0024 1057.1 -372.0 99.7 -26.7 .0 .0 .0 102.5 39.2 MP MOMENT (FT -LBS) D .494 .0 .0 . 0 . 0 . 0 .0 WORKING LEN /(TC 1.0024 .8406 .5731 .5629 .5437 .4685 .4671 .3170 .3169 .2965 .3072 RATIO .4067 .7208 .7709 .7193 .5622 .2993 R .007 RATIO K KL /R 1.0024 1.00 61.4 .9943 1.00 61.4 .8981 1.00 61.4 :.7396 1.00 61.4 .7350 1.00 61.4 .7237 1.00 61.4 .6239 1.00 61.4 .6230 1.00 61.4 .4228 1.00 61.4 .4228 1.00 61.4 .2374 1.00 63.0 .2169 1.00 38.4 RATIO K KL /R .4067 1.00 92.9 .7208 1.00 121.7 .7709 1.00 121.7 .7193 1.00 121.7 .5622 1.00 121.7 .2993 1.00 92.9 DEFLC GOV BEARING DE 69I I IN. TC BC DEPTH NODAL ROTATION ACTUAL ALLOWABLE GOV GOV AT WORKING POINT DEFLECTION DEFLECTION TC TCX (RADIANS) (INCHES) (INCHES) .66723E -02 .000 .000 - .26763E -03 .000 .000 .39563E -02 .000 .000 STANDARD NO. OF SPACING ROWS TYPE 8.979 2 H CLEAR .104 BC 1.232 97.440 CH PREVENT D.A. WEB CHORD BENDING. S, g26 Page 3 SPECIFIED BC LYY 10,000 FILR REQD FILR REQD t i • u. LU 1- 0 Z O I- w W I 0 .. Z ILI IA H = 0 ~ "\ C c TTDM 00 0 G DEPTH WIG PIT CH TYPE BRAT F1AFK OTY DESIGNATION OVETYLL LEETH TC)O. TGOM SASE LENGTH LEFT RUM LEFT R1EM DISTANCE L ED.. or R WA '~? / ` �- ` . . I� S [1‘,11 16 1 1:°"1.51/- 1:°"1.51/- 1:°"1.51/- --- SHOP ORDCii3 1 .1 ' I . 1 1 � 64- I 2 ` A 3 �'' -7'y AUG 1 8 1999 8 1�'� 1 ,^ OIA ao =7 19• 16 v 1302 52 �; G3 g. il" 3 5 03 4 �o -6q 11- S 1q-6 1 1 - 0 _ s- ISO '7 4 1 Z ao:6 3 8 ), ..� 410 I I , [ 53� /W- ol0 =62 3 b 11'72 Paz ,32 , 7 . . I ' , U - 'SPAN I - JOISTS FAI VULCRAFT% SHOR/ R JO.1 . orv�aa v ,tea aa�a.�a BILL OF MATAL ' JOB: ?NC I F' C- V I OW � Oa eO �,► . roc: f ' i. NOTES I t61.1.1 a EPcfs i it 3 1 r4 ki LD5 DRAIN BY CfacEO BY ThA4 r, : n t r vrw :• +W.Ur..vaWNS t+,. 2027 „ CG COPE LIST NO. 1 y am? DF, PIECE COUNT PAINT Grecy B ILE NO FE'EA TO cats .T4 OFFICIAL TONNAGE ADDIT1Ow1 CCNOD TTNTED L LOADS SLOT L B BP SLOT R A ADO. TC N NET M F RCS �BP S CD L LOC C CD L LOC A IPI.2F T L LOAD D DISTANCE L LOAD D DISTANCE F t D . — . . I� S SHOP ORDCii3 1/0 . . 1 1 ` A AUG 1 8 1999 1 MADE _ - 03 4 1 1 - 0 _ _ 13A 4 4 1 410 I I , , I ' JOISTS FAI VULCRAFT% SHOR/ R JO.1 . orv�aa v ,tea aa�a.�a BILL OF MATAL ' JOB: ?NC I F' C- V I OW � Oa eO �,► . roc: f ' i. NOTES I t61.1.1 a EPcfs i it 3 1 r4 ki LD5 DRAIN BY CfacEO BY ThA4 r, : n t r vrw :• +W.Ur..vaWNS t+,. 2027 „ CG COPE LIST NO. 1 y am? DF, PIECE COUNT PAINT Grecy B ILE NO FE'EA TO cats .T4 OFFICIAL TONNAGE POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • fax (425) 828 -4850 Made by S,9 Da._ 7 //f 1 , Job No. ovosz Checked by Date Sheet No. p.28 Description av4 7Bt'sr 2 -3 A Job Name NelSre OM i i, J:50 -D mkt, 0 si aC. �► cri74 (tmo; w- co WrN„ur = (364-10 +- sa 103 psF to3pE (s F+) �nz.a wi &XV : t air fc,Ps (Them Scrum c4.,11) ?WAG 2 2 16S / / . 3 /joisr z. Cooservanw (ACTA14y diti3 ON PS P-e6 6 joists 1 PA 0 SA 00056 x -.515K/ft £ = Se (.33 t.33 L Loads: LC 1, Id Solution: LC 1, Id Member Shear Forces (K) Nelson - Bourdages Inc., P.S. !."z, s -3.4K Netsream 16K4 J50 et At 11 L ,, foM WINO C f oc(7Y'W 3 9:12 AM untitled.r2d :;q4 s;q4 K. ;") July 12, 2000 2aq -7.9 f Nu- W0 2 gQ D N °- W Lu 'o ff' ,o tr UJ I F -.= •Z 0 — 9 9 Loads: LC 1, Id Solution: LC 1, Id Member Bending Moments (K -ft) Nelson - Bourdages Inc., P.S. SA 00056 W�Nn -3.4K turd -.515K/ft �II��INAINIi��IA!'�AIII�AIIII -43 {-f-ices G/3 Ea 54--Kifis Ash 4110 .1t. , NC,rnic iw S W65 Pro 0/W V 2.'1 I< w1;(-0 1 M /1n r = 31 31 Netsream 16K4 J50 July 12, 2000 9:12 AM untitled.r2d 239 Sc_ieevt wall M1 1 ,.., 0 ,_,.. 6.892 k m-it, 0 2 0 5.776 -13.723 3 0 4.66 -25.029 4 0 3.544 -33.917 5 0. 2.428 -40.$a8 6 0 0.013 43.032 7 0 -4.503 -29.185 8 0 -5.619 9 0 -6.735 -15.801 10 0 -7.851 0 0 Company : Nelson-Bourdag P.S. Designer : SA • Job Number : 00058 O 0 Member Section Forces, LC 1 : ic1 Member Label Section Axial 5,7 - ,5 (y) Os ? RISA-2D Version 5.1 [c:\RISA\untitled.r2d] s _ ear k Dist Si4Vfia. = July 12, 2000 9:10 AM NetsreamA8K4 J50 Checked By: Shear Moment Page 1 PogemeyerDdeign Croup Made By: SA Dale: 7/12/00 Job No : 00056 Consulting Engineers Checked by Date: Sheet No.: 512 OM 5ksst South. Suds 202 Kkidand, WA 95031 (125)527-0995 Far. (4251 5254550 Deacdpllon: 191(4 — Joist Je0 ' Job Name: NNetnam TI Roof Joist Retrofit - adds 2 3 A -B 0 (D 0 Joist J50 -16K4 Mallow= 23.87 ft-k Mactual= 32 ft-k d effective= 15 inches Additional force required at bottom chord = Chord reinforcina rods use (2) 5/8 In din bars Area = 0.8 M Fy■ 50 ksi Stress in bars = Allowable tension Stress in bars = (area of 2 bars) 10.8 ksi 30 Kai Find distance from left end where Mactual ■ Mallow W uniform= 610 plf Span= 19.5 ft R left = 5.95 kips USE P i - O h X left = 5.65 R �� req. length of reinforcement= �. bar diameter = weld effective throat = 0.0977 in weld strength = 2.05 dps / in length of end weld required = 4.39 j T web max= C web max= ritkinunhica max shear = 5.70 kips end tension member angle from horiz = end compression member angle from h oriz IMemtitant welds 13.00 kips 7.14 kips fission web member% A36 Angles tension members compression members 0.625 E70electrodes fully developed bar = 9 kips load due to shear flow = 0.1694 kips / in welds at length required 26 degrees 53 degrees existing capacity = existing capacity = Fr 36 ksi A req= Weld size= weld strength = length required= ( Un- reinforced ton chord prosodies Top Chord Area= 0.98 In Top Chord lx= 0.38 in approximate joist I= 79 in ( Mactual - Mallow) / d 6.5 kips Check compression chor stress A TC + A bars= 1.58 in rx = (I /A) ^.5 = 0.490 in braced length = 24 In KI/r■ 48.94 _ 24 inches on center (G panel points) 1.98 0.139 in 3/16 in 2.78 dpslinch 3 Ir 1.25x1.25x3/16 ZLa length = -801n r min = 0.244 In A = 0.434 in (of 1 angle) Fa= ksl 1sr3 tCS/ Pa = 8.51 kips allowable load for 2 angles OK Ust.- fillet weld SMAW K =1.0 Fa= ksl OK a`/SI 10 kips additional load req = 3.00 6.1 kips additional load req = 1.04 UJIL L Co tine 1 Pn0 P _ N. 3 C? IZ" 2 32 POGdEMEYER DESIGN vIzOUP CONSULTING ENGINEERS 512 Sixth Sired South, Suite 202 • Kirkland, WA 98033 14251 b27.5995 • Fax 1425/ 828-4850 Made by [4 c 7 ,/ , I to) , Job No. � d Checked by Date Sheet No, Description j-- r _ J O /6 q Job Name NeTsmlrnn T s j /^� 04 1I Z -3 1:1:6 • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827 -5995 • Fax 1425) 828-4850 Made by Da,. ) 7/10 f G)� No. Checked by Date Sheet No. 2 3L( Description S -5 D -p j6 leg Job Name Nenve m 7.7. R ✓ d �' J a • ird It m T7) H PACIFIC VIEW C j 80-9- 546 LIST 19 J50 16 K 4 **SHORT SPAN JOIST DESIGN REQUIREMENTS ;7) DEPTH • 16.00 END PANEL PP L END PANEL MP INT PANEL PP INT PANEL MP • R END PANEL MP ■ - R END PANEL PP 1- '-- TC BC • SEC R22 TC 27 BR Aug 16, 1999 19' 6-3/4" BRIDGING ACTUAL DEFL BS LGTH ' , DEVELOPED INCHES 19- 6 3/4 6.52 .697 TL .560 LL in **BASIC DIMENSIONS** PANEL WK LENGTH LENGTH 19.2292 2- 0 0/0 iP **LOAD CRITERIA** if!) TOTAL LIVE UPLIFT LOAD • LOAD LOAD '7:) (PLF) ' (PLF) (PLF) EQD RESISTING MOMENT = EFF DEPTH 15.088 4 1,-..PLIFT RESISTING MOMENT = 22186. IN-LBS, UPLIFT END REACTION • R TCX LOAD: UNIFORM = 516.5 PLF. I 1.) **CHORD DESIGN** STEEL FY = 50000. PSI AXIAL STRESS 8937.5 8937.5 17939.2 17939.2 8937.5 8937.5 W:4 ,tic SEC DESCRIPTION /' 0 2 X 2 X.137 JY" L1-1/4X1-1/4X.133 L#0,4,4 BOTTOM CHORD UPLIFT: • SEC DESCRIPTION BC 9 L1-1/4X1-1/4X.133 BOTTOM CHORD UPLIFT: L/360 LIVE LOAD DEV = TOTAL LOAD FOR DEFL = **TCX DESIGN OR E-MEMBERS** BENDING MOMENT REQ S 2152. .072 TCAXIAL TC BEND BC BEND BC UNI ADLOAD LOAD LOAD LOAD LOAD (PLF) (KIPS) (KIPS) (KIPS) (PLF) 2 1 s 286486. IN-LBS, REQD END REACTION = 4966. LBS. NP. 8 1- 9 3/8 AXIAL RATIO . 3310 .4522 .5980 .8774 . 4522 .3310 ALLOW RES 326529. 284988. MOMENT UNI LOAD - 2044.4 1126.9 -2066.1 1033.0 1126.9 - 2044.4 1.00 1.00 192619. 1.00 AXIAL AXIAL STRESS RATIO 30158. 1.0053 2335. .1152 474.9 PLF, L/240 LIVE 516.5 PLF. DEV S .250 v1.01 SJI SPECS REQ I .022 BENDING BENDING STRESS RATIO 7177.5 .2658 1503.6 .0661 7253.9 .0000 1378.4 .0000 1503.6 .0661 7177.5 .2658 KL/R I FLRS 60.5 90.4DEV 0 2 97.8 79.OREQ 0 1 •REQ TL 97.8 - L/RZ LOAD VULCRAFT ENG DEPT** LEFT END RGHT END STANDARD STANDARD = 712.3 PLF. • TCX RGHT 00-08 0/0 ,78 On) CMS - 34 (. . MS 1 = 385. LBS. COMBINED RATIO .5969 .5183 .5980 .8774 .5183 .5969 LENGTH 0- 2 3/4 4- 8 0/0 DEFLC BEARING DEV I IN. LENGTH DEPTH .413 .083 0- 8 0/0 2.50 0- 6 0/0 lrACIFIC VIEW C Aug 16, 1999 J50 16 K 4 19' 6 -3/4" rl * *WEB DESIGN ** 50000. PSI, LOAD = 517. LBS /FT WEB SEC f W1 111 W2 111 ° ) **WELD** WEB W3 :LOADS -- REQ DEV REQ DEV DIAM SHEAR SHEAR FORCE FORCE .6880 4549. 4655. 9811. 10039. .688Q 3616. 4982. 4472. 6162. 1 p ool . , all I IQ' EFF. THROAT FILLET 9S .193 .193 ‹)**BRIDGING REQUIREMENTS ** T1.091 B C .803 UPLIFT BRIDGING SPACING 6.521 STRENGTH LBS /IN 4044. 4044. 4044. ANGLE SHEAR LBS /IN 5320. 5320. 5320. BRIDGING SPACING FOR UPLIFT GOVERNS ** 1.213 ALLOW STRESS 27000. 16573. WORKING WORKING LEN STANDARD LENGTH /(TC RYY) SPACING 19.229 211.476 6.521 NO. OF ROWS CLEAR SPAN 'BC RYY 4 14.000 .803 ACTUAL W1 STRESS 6387. 3— 0 3 12028. L1 WELD D LENGHS L4 .651 .868 .553 .651 .553 9811. 5262. 7022. 4472. NO. OF ROWS L /RYY 97.445 R36 8 "` OR ecmor OKin MG DEPTN U Lll1 00 PT7DI TYR H+ARI OTY DESIGNATION CRAW. LENIN 702. 7C701 SASE LENGTH ` LEFT RIYID LEFT , R1Q11 �.a"[ Ram 0 p ED. or or ON . vi 11 tV> r • T •: a ! • AU6 1 ft 199 MADE r , .55,,//4LA' 1 'to -4A I/0 K 4- 15 2'2 2 , A S5ii • /6g-Li 18 A._ �( (,mil =h/z- 5 =Ili .555 `I I i K 3 )4'404' - (a' 14 °P Ei N Foe.t -� AT Tint. 6� I� 3 140 15 Z' .3"_ 6 1 '' _ 410 ..1"S$ y4 (1 10 16 K4k /`1 0 16-04- i' 10 4 11 •G 2 - 12 , r )r ,T•51 , (o _ I (a iz Li- 11:,21 - Cl 2 " 12'' : 4z .2.-• � � • TICHIJ LATO fits WI LDi111 U Lll1 00 SLOT I. BP SLOT A ACC. TC WI. MX NET t$ IFT 'C" Rfa+Awt9 " $6C * BP CD LOC CD LCC LOAD DISTANCE L0i01 D2STANCE vi 11 tV> r • T •: a AU6 1 ft 199 MADE .55,,//4LA' 1 'to �( (,mil =h/z- 5 =Ili ....46r t ,5 t'_o °P Ei N Foe.t -� AT Tint. 6� I� , 0-41 410 ..1"S$ y4 •fl \vuLCRAF t» SHOT SPAN: JOISTS • m DILL OF MATERIAL • G' Loc Th K1 l c..A k A r„ cos... wan DRAW SY 1 S 01COCCO BY . r �r��flw.; rm m�v4��✓ 46: Lw:.,, ., „. SHOP COCIEA OFFICIAL TONNAGE z C i 00 to W = J i. N LL; W 0 u.Q cn _° � W W ~. W 7 0 . o 1- W W', F- LL O W '. -. 0 IH z POGGEMEYER DES1 iN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 1327.5995 • Fax (425) 828.4850 Made by , Dab_ 71 z / Job No. «o6••6 Checked by Date Sheet No. p . C c7 Description n___i/ 76 a Y n rcauLj Job Name NL- TStntlrn 7-7 TS7— 759 /6 -/a/ n a i J 2' -3 W .76 " _ .6116" f 1 �6 VV3 = . 56 3 9e %6 7c le- 7e 2' -0" _ /4"- o" • Ay�► J WI I • I t va • Lbwrt if C4egZ • 1 Iz .170 I20 it (tk�4 = 1 / T. � `�x ./33 35" 72 ° t? s �i1. 5-3- { t 21-3 I OW Two = 0.1 K Sbk e.) ivOI l 04..44 A = Cs So: (,u)(Z) YJnawsW 4.c10. •,rw ✓i. ' t.tra'.'E1aiv'.!i1G: t POGGEMEYER RESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 - 5995 • Fax (425) 828 -4850 Made by SA Da, 7Azton Job No 000s-6 Checked by Date Sheet No. /C /1 31 Description 6rrEI.OS D - 6 Job Name r1Lt'Jfetwri V,, 14 Joi I3 J 7r5ti hil< </ sic 1.5t-IS` w...o 37, 7 433 = 2z3 kyf A.33 = 6/.7 hi • s/ 3 ( , .5)l - �Nn r g ,22 .0 , f -k o ,s !c a. s, Z. SC /Ku u4 6tMU 10 ) AMtawaue rmemig ger tago loo' Pogemeyer Design Group Made By: SA I Date: 7/12100 Job No.: Consulting Engineers Engineers Checked by Date: Sheet No.: 512 eel Street South, Suits 202 Kirkland. WA 90034 (425) 827.5095 Fax' (425) 828-4550 Description: 111144 -Joist J67 and J58 Jab Nano: Nttstream TI Roof Joist Retrofit - grids D•E i r .r weld effective throat = weld strength = length of end weld required = T web max= C web max= joist retro J57.xls Sheet! Joist J57/1 J59 -18K4 Mallow= 22.7 ft-k Mactual= 28.3 It-k d effective= 15 Inches Additional force required at bottom chord = (Mactual - Mallow) / d 4.5 kips Chord rsinforcina rods use (2) 5/B In din bars Area = 0.6 In (area of 2 bars) Fy= 50 kst Stress In ben = 7.5 kal Allowable tension Stress In bars = 30 ksl Find distance from left end where Mactual = Mallow W uniform= 550 plf Span= 18.5 ft R left = 5.09 kips X left = 7.51 ft req. length of reinforcement- //3:5 ?- ____ Intemitant welds Web rrternbers max shear = 5.00 kips end tension member angle from horiz = end compression member angle from horiz = 13.18 kips 8.26 kips Peskin web members A36 Angles tension members compression members ui OtV welds at length required 22.3 degrees 53 degrees existing capacity = 11.9 kips existing capacity = 5.8 kips Fy= 36 ksi A req. Weld size= weld strength = length required= 1)41 x1/8 length = r min = A= Fa= Pa = Un- reinforced ton chord oroaertles Top Chord Area= 1 in Top Chord lx= 0.22 In approximate joist I= 75.8 In Check comprtssion chord stress A TC • A bars= 1.8 In rx = (I /A) ".5 = 0.371 In braced length a 24 In K11r= 84.72 10 I $/ lona5 IBr , S/g d^"� bar diameter = 0.825 E70electrodes 0.0977 In fully developed bar = 9 kips kips / In 0.059 peli 2.78 ki inch (& 'In 20 in 0.198 In 0.234 in 12.7 ksi Fa= 21.9 ksl OK rM. etN load due to shear flow = 0.1510 kips / in LT X 24 inches on center ((II panel points) 1.77 In 1 (of 1 angle) fillet weld SMAW 01 34` K=1.0 he rx"( C If% Kp ►. do c H+ additional load req = 1.28 additional load req = 0.46 5.94 kips allowable load for 2 angles OK �P &705 S al N ... p pl.-1 rn�c 9. @ ) e .1 nto P /ds !1 Per ^ weld length req = ago POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 ' Kirkland, WA 98033 14251 827-5995e Fax 14251828-4850 Made by Date Job No . OOOSa Checked by Date Sheet No. n Cy1 1 < V Description J 37# 5"9 or l6 kz/ Job Name N Erin 1►m 71. (>f44). t7 —E e "'1111_ / �.✓I r j,� ♦ir/.II i • It PO w%0L Ixlxt I , h Q �'L Nfibte40 D04 S/ w ON. Lrz sa _&' n, s !0' -O" /30 Pm f CN. a-0 /J �f� - tYNC►H a l / -.i D u UI ellwaro eM S s p o-Poi4 -12 0, w/ pM► . p;4' -P i W W !. Z ' . Z 1--[ dc 3 0 ,off' 0 H} wW H V , IL; 01-; !f7) WK LENGTH P 18.1875 0 0/0 1, t TOTAL LIVE UPLIFT LOAD LOAD LOAD (PLF) (PLF) 40.0 REQD RESISTING MOMENT = 1 UPLIFT RESISTING MOMENT R TCX LOAD: UNIFORM = ) **CHORD DESIGN** STEEL L END PANEL PP L END PANEL MP INT PANEL PP INT PANEL MP R END PANEL MP R END PANEL PP BENDING SEC. MOMENT REQ S DEV S R 20 TC 2527. .084 .191 27 BR PACIFIC VIEW C 80-9- 546 LIST 18 J57 16K 4 **SHORT SPAN DESIGN REQUIREMENTS v1.01 BRIDGING DEPTH. BS LGTH DEVELOPED 16.00 18- 6 1/4 9.26 **BASIC DIMENSIONS** **LOAD CRITERIA** SEC DESCRIPTION , RES TC 20 L1-1/2X1-1/2X.170 273278. BC 9 L1-1/4X1-1/4X.133 -' 287128. **TCX DESIGN OR E-MEMBERS** vtufterusuaa....scadanitt.mraViEr.52I1 EFF DEPTH 15.201 AXIAL STRESS 11233.5 11233.5 18657.8 18657.8 11233.5 11233.5 ACTUAL DEFL INCHES .609 TL .520 LL NP 7 2- 3 1/8 TCAXIAL AD LOAD LOAD (PLF) (KIPS) 92,13 272898. IN-LBS, = 19847. 550.0 PLF. FY = 50000. PSI AXIAL RATIO .4161 .6974 . 6219 . 9986 .6974 . 4161 BOTTOM CHORD UPLIFT: 86504. 1.00 AXIAL SEC DESCRIPTION STRESS BC 9 L1-1/4X1-1/4X.133 28513. BOTTOM CHORD UPLIFT: 2074. .2294 L/360 LIVE LOAD DEV = 547.9 PLF, L/240 LIVE LOAD = TOTAL LOAD FOR DEFL = 550.0 PLF. Aug 13, 1999 18' 6-1/4" IN-LBS, UPLIFT MOMENT UNI LOAD - 2976.3 2281.6 - 2200.0 1100.0 2281.6 - 2976.3 1.00 1.00 AXIAL RATIO .9504 REQD REQ I .027 ••• SJI SPECS LEFT END RGHT END STANDARD STANDARD 24.7. 7 (N70)(1 2) 76. A/I TC BEND BC BEND LOAD LOAD (KIPS) (KIPS) KL/R 81.6 148.4 148.4 - VULCRAFT ENG DEPT** BC UNI LOAD (PLF) END REACTION = 5002. 25 LBS. END REACTION = 364. LBS. BENDING BENDING STRESS RATIO 15600.6 .5778 4924.0 .2195 11531.7 .0000 2374.0 .0000 4924.0 .2195 15600.6 .5778 FLRS 88.2DEV 0 75.7REQ 0 .OREQ TL L/RY 821.9 PLF. TCX COMBINED-.. 916 .9939 9 6211 .9986, .9169) .9939. LENGTH 19- 2 3/4/, 12- 8 0/0-' DEFLC BEARING DEV I IN. LENGTH DEPTH .203 .087 0- 8 1/2 2.50 0- 6 0/0 -•-•-•■• • - - ACIFIC VIEW C ( 16 K 4 **WEB DESIGN** 50000. REQ IIEB SEC DIAM / SHEAR W1 112 .7500 4426. W2 111 .6880 3300. , 7)W3 109 .5630 1751. **WELD** ! EFF. THROAT WEB FILLET SIZE .200 .193 .178 W 1 .13 LOADS-- **BRIDGING REQUIREMENTS** PSI, LOAD = DEV SHEAR 4844. 4743. 2221. STRENGTH LBS IN 4200. 4044. 3729. WORKING TC RYY BC RYY LENGTH .853 . .749 18.187 UPLIFT BRIDGING NO. OF SPACING ROWS 9.260 3 (? : 1 , - BRIDGING SPACING FOR UPLIFT S. Aug 13, 1999 18' 6-1/4" 550. LBS/FT REQ DEV ALLOW FORCE FORCE STRESS 10900. 11929. 27000. 4082. 5867. 15780. 2163. 2745. 11027. ANGLE SHEAR LBTN 5320. 0. 5320. 5320. WORKING LEN /(TC RYY) 255.864 GOVERNS * * L1 1.298 ....,..eve.fter.I.WWWAVAM ACTUAL STRESS 24671. 10978. 8691. WELD LENGTHS L2 L3 .842 .594 .644 10900. 4803. 7072. STANDARD NO. OF SPACING ROWS 9.260 1 CLEAR SPAN BC RYY L/RYY 12.000 .749 148.422 R W1 NPW2 LENGTH END 3- 5 5/8 2 L4 .505 .547 4082. 1 y . elt) , (7) PACIFIC VIEW C 80-9- 546 LIST 18 1•59 • ' 16 K 4 **SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 BRIDGING ACTUAL DEFL ( 7)DEPTH BS LOTH DEVELOPED INCHES 16.00 18- 5 1/4 9.22 .597 TL .514 LL **BASIC DIMENSIONS** • r) PANEL EFF ...,WK LENGTH LENGTH DEPTH NP Y ) - 1 18.1042 2- 0 0/0 15.201 7 2- 2 5/8 (.)**LOAD CRITERIA** TOTAL LIVE' UPLIFT LOAD LOAD LOAD 4 B71 (PLF) (PLF) 0 473.4 * 40.0 REQD RESISTING MOMENT = -"LIFT RESISTING MOMENT = 19666. IN-LBS, UPLIFT END REACTION = 362. LBS. R TCX LOAD: UNIFORM = 550.0 PLF. **CHORD DESIGN** STEEL FY = 50000. PSI • AXIAL STRESS L END PANEL PP 11053.5 -J./ END PANEL MP 11053.5 INT PANEL PP 18487.2 INT PANEL MP 18487.2 *11. END PANEL MP 11053.5 - R END PANEL PP 11053.5 -2/ SEC DESCRIPTION ALLOW RES K KL/R I FLRS TC 20 L1-1/2X.1-1/2X.170 273278. 273278. 1.00 81.6 88.2DEV 0 DC 9 L1-1/4XL-1/4X.133 7 287128. 1.00 147.8 75.2REQ 0 .OREQ TL BOTTOM CHORD UPLIFT: 87288. 1.00 147.8 - L/RY AXIAL AXIAL SEC DESCRIPTION O 4X.133 STRESS RATIO BC BOTTOM CHORD UPLIFT: Aug 13, 1999 18' 5-1/4" AXIAL MOMENT RATIO UNI LOAD .4094 -2891.9 .6730 2178.6 . 6162 -2200.0 . 9895 1100.0 .6730 2178.6 .4094 -2891.9 2055. .2253 SJI SPECS L/360 LIVE LOAD DEV = 555.5 PLF, L/240 LIVE LOAD = ._..= TOTAL LOAD FOR DEFL = 550.0 PLF. **TCX DESIGN OR E-MEMBERS** __,) • BENDING • ' SEC • • MOMENT REQ S z 20 TC 3031. .101 27 BR LEFT END RGHT END STANDARD STANDARD 833.3 PLF. RS 3 VULCRAFT ENG DEPT** TCAXIAL TC BEND BC BEND BC UNI ADLOAD LOAD LOAD LOAD LOAD (PLF) (KIPS) (KIPS) (KIPS) (PLF) 270403. IN-LBS, REQD END REACTION = 4979. LBS. WgX BENDING BENDING COMBINED STRESS RATIO RATIO 15158.3 .5614 .9708 4701.8 .2071 .8801 11531.7 .0000 .6162 2374.0 .0000 .9895 4701.8 .2071 .8801 15158.3 .5614 .9708 LENGTH 19- 2 3/4/ 12- 8 0/0 DEFLC BEARING DEV S REQ I DEV I IN. LENGTH DEPTH .191 .036 .203 .096 0- 9 1/2 2.50 0- 6 0/0 I ACIFIC VIEW C r 159 7 1 1 1 - 1Y3 W2'111 W3 109 **WEB DESIGN ** 50000. PSI, LOAD * *WELD * *• • LOADS -- 16 K 4 DIAM7 SHEAR .7500 4414. .6880 ' 3300. .5630,7 1743. EFF. THROAT WEB FILLET W2 .193 W3 .178 DEV SHEAR 4898. 4743. 2221. STRENGTH LBS /IN 4200. 40 3729. * *BRIDGING REQUIREMENTS ** WORKING TC RYY BC RYY LENGTH 0 .853 749 18.104 UPLIFT NR OF WS 9.219 3 550. LBS /FT REQ FORCE FORCE 10751. 11929. 4082. 5867. 2153. 2745. Aug 13, 1999 18' 5 -1/4° AN LBS/IN EAR L1 5320. 1.280 5320. 5320. WORKING LEN / 254.692 BRIDGING SPACING FOR UPLIFT GOVERNS ** ALLOW STRESS 27000. 15780. 11027. ACTUAL W1 NPW2 STRESS LENGTH END 24335. 3- 5 1/8 2 10978. 8651. 10751. 4803. 7040. 4082. STANDARD NO. OF SPACING ' ROWS CLEAR SPAN BC RYY L /RYY 12.000 .749 147.754 WELD LENGTHS L4 .594 .838 .505 .644 .547 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Stredt South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • Fax (425) 828.4850 Job Name A ME Made by Date /rz /qo Checked by I Date Job No. or Sheet No. Description 75 - 16 'PI w: $ /S ,e.� 7. 7 4- 1', 35 = 1711 fk 17 J = IQ'S - -k Vrih, _ 6,16 )( /1) 3z /, = y.s x.r 1 ;,13 _ 3.3 k:ps (N Screw c4..4-+1 Cant,. I°,r: , M _ ,53 (3,q)(Ih � M (J 14.0 rr) = I —D ( 14114.41, Smc r,vcruKr 6Q4 w, evs3 ic= /r.x//x, /ls 4 ` ,11(z) = ,Gz GC: /4'/(c 1/1 i -- Pogemeyer Design Group Consulting Engineers 51281h Street South. Suile'202 Klrldand, WA 99034 (4251027.5095 Fax (425) 829-4850 Job Name: Netstream TI Made By: SA I Date: 7/12/00 I Job No.: 00056 l Date: Sheet No.: Checked by Descdp(kxt: 1$1(4 —joist Jag Roof Joist Retrofit - grids 0 -E d effective= Find distance from left W uniform= Span= • Rift= • X left = req. length of reinforcement= weld effective throat = weld strength = length of end weld required = Joist J58 -16K4 Mallow= 8.4 ft-k Mactual= 12.8 ft -k WIlainirktra max shear = 3.30 kips end tension member angle from horiz = end compression member angle from hodz = joist retro J58,xis Sheen T web max= C web max= 15 inches Additional force required at bottom chord = (Mactual - Mallow) / d 3.5 Mps 0,6 111 50 ksi Stress in bars = Allowable tension Stress in bars = Intemtitant welds load due to shear flow = 0.1488 kips / in 7.03 kips 4.13 kips A36 Angles • tension members compression members 4.39 • (area of 2 bars) end where Mactual = Mallow 575 p11 11.5 ft 3.31 kips 3,79 ft _ p bar diameter = 0.625 E70electrodes 0.0977 in fully developed bar = 9 kips ,2.05 Ides / in ` u5 if 5.9 kW 30 ksi welds at length required 28 degrees 53 degrees Fy= 36 ksi Pa = u SG N•S 03 1.; 10 l Un-reinforced too chord properties Top Chord Area= 0.62 in Top Chord Ix= 0.14 in approximate Joist 1= 50 in Check compression chord stress A TC + A bars= 1.22 in rx = (I/A) ".5 = 0.339 In braced length = 24 in Kl/r 70.85 rrw-f r"p A req. 0.015 in Weld size= 1/8 in weld strength = j kips/inch length required == 10,18 1x1x1 /8 J length = r min = A= Fa= 20 in 0.196 In 0.234 in 12.7 ksi 5.94 klps K =1.0 Fa= 20.8 ksl OK r inches on center (Q) panel points) pas K S. von ? " IZ r existing capacity = 8.7 kips additional load req = 0.33 existing capacity = 2.7 kips additional load req = 1.43 (of 1 angle) fillet weld SMAW allowable load for 2 angles weld length req = OK 311 V N u W ' j g Ji u a N d ' Z Z W 2 0 N i . W W H V IL z V co O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by 5 Da, 7/121022 Job No. ., Checked by Date Sheet No. ES-7 Description K TotJ i3 G2.� ��� Job Name ets u .n, l6 k - 758 4 , J t a O I o PACIFIC VIEW C J80 -g 546 LIST K18 4 (')* *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 '`DEPTH BS LGTH 16.00 11- 5 0/0 * *BASIC DIMENSIONS ** PANEL EFF WK LENGTH LENGTH DEPTH NP Y 11.0833 2- 0 0/0 15.229 4 1- 8 1/2 * *LOAD CRITERIA ** TCAXIAL TC BEND BC BEND BC UNI n LOAD LOAD LOAD ADLOAD LOAD LOAD LOAD LOAD PLF) PLF) (PLF) (PLF) (KIPS) ,(KIPS) (KIPS) (PLF) (`) 550.0 550.0 40. READ RESISTING MOMENT = 101343. IN -LBS, REQD END REACTION = (30488 LBS. TOTAL LIVE UPLIFT • UPLIFT RESISTING MOMENT = 7370. IN -LBS, UPLIFT R TCX LOAD: UNIFORM = 550.0 PLF. `CHORD DESIGN ** STEEL FY = 50000. PSI L END PANEL PP. - A, END PANEL MP INT PANEL PP INT PANEL MP 4 R END PANEL MP R END ,PANEL PP AXIAL STRESS 7919.8 7919.8 10028.8 10028.8 7919.8 7919.8 SEC DESCRIPTION TC 14 L1 -1 2X1 - 1/2X.115 BC 8 L1- 1/4X1 - 1/4X.111 BOTTOM CHORD UPLIFT: SEC DESCRIPTION BC 8 L1-1/4X1-1/4X.111 BOTTOM CHORD UPLIFT: L/360 LIVE LOAD DEV = TOTAL LOAD FOR DEFL = * *TCX DESIGN OR E- MEMBERS ** BENDING RS14 MOMENT TC . 27 BR BRIDGING ACTUAL DEFL DEVELOPED INCH TL .108 LL 4 .009 Aug 13, 1999 11' 5" AXIAL RATIO '.2933 .4177 .3343 .5563 .4177 .2933 ALLOW RES 182159. 242304. AXIAL STRESS 12547. 913. DEV 24 MOMENT UNI LOAD - 2088.0 1055.8 - 2200.0 1100.0 1055.8 - 2088.0 1.00 1.00 164063. 1.00 AXIAL RATIO .4182 .0449 4 .001 KL /R 80.9 97.4 97.4 - 1882.0 PLF, L/240 LIVE LOAD = 550.0 PLF. SJI SPECS VULCRAFT ENG DEPT ** LEFT END RGHT END STANDARD STANDARD BENDING BENDING 15644.7 RATIO .5794 16484.2 .0000 3179.4 .0000 .1296 15644.7 .5794 2823.0 PLF. TCX RGHT 1/2 END REACTION = 222. LBS. COMBINED RATIO .8728 .5472 .3343 .5563 .5472 .8728 I 68.6DEV O CRs 11- 6G 1/2 20.OREQ 0 6- 8 0/0 OREQ TL L /RZ DEFLC BEARING DEV I IN. LENGTH DEPTH .144 .029 0- 1 1/2 2.50 0- 8 1/2 0". 1 'CIFIC VIEW C fJ58 16 K 4 3 LOADS -- * *BRIDGING REQUIREMENTS ** Aug 13, 1999 11' 5" ( 0 ) * *WEB DESIGN ** 50000. PSI, LOAD = 550. LBS /FT RSq SHEAR DEV REQ DEV ALLOW ACTUAL W1 +"y WEB SEC DIAM SHEAR SHEAR FORCE FORCE STRESS STRESS LENGTH W1 109 .5630 2624. 3179. 5546. 6720. 27000. 22284. 2 -11 5/8 r) W2 109 .5630 1650. 2221. 2039. 2745. 11027. 8192. * *WELD * * •. ` EFF. THROAT STRENGTH Aw;r.1E SHEAR WELD LENGTHS WEB FILLET SIZE LBS[IN LBS/IN L1 L2 L3 L4 W1 .178 3722229. 4440. .744 .578 W2 .178 3729. 4440. .321 .273 W3 .178 3729. 4440. .321 .273 ** BRIDGING SPACING FOR UPLIFT GOVERNS ** 5546. 2395. 4310. 2039. WORKING W RKING LEN STANDARD NO. OF TC RYY BC RYY LENGTH /(TC RYY) SPACING ROWS .840 .743 11.083 158.245 5.708 1 • UPLIFT BRIDGING NO. OF SPACING ROWS CLEAR SPAN BC RYY L /RYY 5.708 3 6.000 .743 92.137 CCI CODE y �T LIST T NO, - IOF FILE NO. PIECE CDWT 47 PAW, 6 &.y WEIR TO EMS .Tit • O�C ADDITIDYL C MA LXA?W no sat LOO' LOWS W LW1 DO • P lLOT L SP SLOT R A. IC AEL MIX NET LPLIFT A P L C" D RE cs bolIK OD LOC OD LOC tOAD DISTANCE LO.0I DISTANCE . AUG 1 8 1999 . . MADE :, _-r6 it I/o 'i `11? � h / ? i - µ 3= 1 r _ "40e. t 5 t'- o 6 l io P 12.E1N AT C.D 40 h 1/0 L•54 _ _ 40 _ - - _ - - t` ' � 3 ., OFFICIAL TONNAGE ._..1.1. .6 cpers ro K 4 •7) V 0111111111 -.MIN MT WAN wo oa • SHORT SPAN JOISTS BILL OF MATERIAL'. JOB: Ptk<<FI C. Vi I C ' • LOC 11-4 KUM-A I I A 4A 0TY 4. 10 10 6 DESIGNATION 6 �� 1 K3 )Lk3 r10K41. I10K1-1- 0NLRALL LOTH TCXI. TC01 I4' -iO 6 .. S 1 OR OMEN DM WIG DEPTH , PITCH TYPE S►SE L[i6TH LEn Mott LEFT RiOfi ROPE !CM RATE OO Jima I64'4- I1 =5 } 2 1z or E0. or am INECK O IY - . SHOP ___ (fit/ PELLASED OY +ate •r.+ .........vwmM•^.RNr.. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by gi4 Day, 74,410-6 Job No. Checked by Date Sheet No, lag Description Job Name NIX 0,111 71 , J sc,rern, (.o /( /010s PACIFIC VIEW C e J80 -g 546 LIST T 18 3 ?f * *SHORT SPAN JOIST DESIGN REQUIREMENTS SJI SPECS DEPTH BS. LGTH 14.00 14- 4 3/4 * *BASIC DIMENSIONS ** PANEL EFF m WK LENGTH LENGTH DEPTH NP Y 14.0625 1- 7 0/0 13.348 7 1- 7 7/8 * *LOAD CRITERIA ** TOTAL ( FO LIVE UPLIFT TCAXIAL TC BEND.BC BEND BC UNI LOA LOAD 5 0 ( 40 0 • P,(PLFD (KIPSS) (KIPSS) (KIPPDS) LO 5 0 53 F) REQD RESISTING MOMENT = 163147. IN -LBS, REQD END REACTION = 3867. LBS. UPLIFT RESISTING MOMENT = 11865. IN -LBS, UPLIFT END REACTION = 281. LBS. 0 R TCX LOAD: UNIFORM = 550.0 PLF. ' ,, - -* *CHORD DESIGN ** STEEL FY = 50000. PSI J -) BC AXIAL STRESS L END PANEL.PP '11261.9 L END PANEL MP 11261.9 INT PANEL PP 19411.9 R INT PANEL MP, 19411.9 R END PANEL PP .11261.9 SEC DESCRIPTION TC 9 L1 -1 /4X1'- 1/4X.133 BC 3 L 1 X 1 X.109 BOTTOM CHORD UPLIFT: SE D E S CRI PTI ON 3 L 1 X 1 X.109 * *TCX DESIGN OR E- MEMBERS ** BENDING R TC MOMENT 67. R .049 27 BR Aug 13, 1999 14' 4 =3/4" BRIDGING ACTUAL DEFL DEVELOPED L INCHHES TL .418 LL AXIAL RATIO .4171 .6133 . 6471 . 9945 . 6133 .4171 ALLOW RES 164055. 165082. 2964859880 D .104 MOMENT UNI LOAD - 1614.5 1112 .3 - 1378.8 689.4 1112.3 - 1614.5 K KL /R 1.00 77.4 1.00 133.2 61781. 1.00 133.2 - L /RY AXIAL AXIAL BOTTOM CHORD UPLIFT: 2156. .1921 / TOTAL LOAD FOLIVE = 550.0 PLF; L/240 LIVE LOAD RE I � IlSVCV 4tMI Zw +nr w.6_I7•an w vmrawnint t' Jps+,retr tIS , Yhk.N !:ux am. pruner -ro rrn zr >acwsrunuPs.a ra =• .. ' .' ."', .Vrt. `Sgim_i"tmt xst, :-• •e-. 897.1 PLF. LEFT END RGHT END STANDARD STANDARD VULCRAFT ENG DEPT ** TCX RGHT 0/0 BENDING BENDING COMBINED STRESS RATIO RATIO 15480.1 .5733 .9904 4338.0 .1827 .7960 1 2688.7 .0000 .9945 4338.0 .1827 . 7960 15480.1 .5733 .9904 LE 44.5DEV OCRs 14-10 NGTH ORE L 39.7Q 0. 10- 2 0/0 RE T DEFLC BEARING DEV I IN. LENGTH DEPTH .093 .067 0- 6 0/0 2.50 0- 8 1/2 W co g W ° 9 WO _ v -W, z �' E W W .2 pa ,D p H' s W e Q = OF z .. Oh 'ACIFIC VIEW C . 5 14 K 3 e * *WEB DESIGN** 5000 . SHEAR 3458. 2613. IEB SEC DIAM W1 110 .625(Y W2 109 .5630 * *WELD ** EFF. THROAT WEB FILLET W2 .178 LOADS- - 7 ) * *BRIDGING REQUIREMENTS ** PSI, DE SHEAR 3882. 3111. STRENGTH LBS /IN 3885. 3729. 3729. WORKING TC RYY BC RYY LENGTH .749 .649 14.063 UPLIFT BRIDGING NO. OF SPACING ROWS 3 Aug 13, 1999 14' 4 -3/4" LOAD = 550. LBS /FT RE DEV FORCE FORCE 7377. 8284. 3107. 3700. ALBS / I EAR N 4360. 4360. 4360. ** BRIDGING SPACING FOR UPLIFT GOVERNS ** ALLOW STRESS 27000. 14865. ACTUAL STRESS 24047. 12482. L1 WELD LENGTHS L4 .949 . .704 .451 .417 7377. 3363. 5468. 3107. WORKING LEN STANDARD NO. OF /225.388 SPACING ROWS CLEAR SPAN BC RYY L /RYY 9.500 .649 133.168 1263 LENGT 2 -.7 7/8 1!± PACIFIC VIEW C 80 -9- 546 LIST 18 J60 14 K 3 * *SHORT SPAN JOIST DESIGN REQUIREMENTS v1.01 in DEPTH BS LGTH 14.00 14- 5 1/2 7) * *BASIC DIMENSIONS ** r°") WK LENGTH LENGTH DEPTH NP Y 14.1250 1- 7 0, /0 13.008 7 1- 8 1/4 * *LOAD CRITERIA ** TOTAL LIVE UPLIFT ( LOAD ((LOAD (PLF) 550.0 530.3 660.0 REQD RESISTING MOMENT = 0.:35 IN 45243. IN -LBS, REQD END REACTION = 6513. LBS. k ROOT AT ZERO SHEAR = 7 . 0 UPLIFT RESISTING MOMENT = 197521. IN -LBS, UPLIFT END REACTION =4661. LBS. "L TCX LOAD! UNIFORM = 550.0 PLF. D ** CONCENTRATED LOADS ** TOTAL TC 4500. * *CHORD DESIGN ** MOMENT 61SOA1 / 2. STEEL / FY AXIAL STRESS L END PANEL PP 10389.8 L END PANEL MP 10389.8 INT PANEL PP 21209.7 INT PANEL MP 21209.7 R END PANEL MP 9099.9 R END PANEL PP 9099.9 SEC DESCRIPTION TC 25 L 2 X 2 X.163 -) BC 19 L1- 1/2X1- 1/2X.155 BOTTOM CHORD UPLIFT: SEC DESCRIPTION BC 19 L1-12X1-1/2X.155 BOTTOM CHORD UPLIFT: Aug 13, 1999 14' 5 -1/2" BRIDGING ACTUAL DEFL DEVELOPED INCHES TL .213 LL TCAXIAL TC BEND BC BEND* BC UNI ADLOAD LOAD LOAD LOAD LOAD (PLF) (KIPS) (KIPS) (KIPS) (PLF) PROXIMITY IN INCHES -5 = 50000. PSI AXIAL RATIO .3848 .4830 .7070 .8973 .4231 .3370 AXIAL STRESS 30081. AXIAL RATIO 1.0027 17217. .7965 FROM PP 5 MOMENT UNI LOAD - 1657.7 1169.3 - 1378.8 689.4 1169.3 - 1657.7 ALLOW RES K KL /R 384739. 1.00 48.1 344308. 1.00 93.3 247973. 1.00 93..3 SJI SPECS • VULCRAFT ENG DEPT ** LEFT END RGHT END STANDARD_ STANDARD BENDING STRESS 4951.6 1359.2 4118 5 801.3 1359.2 4951.6 TCX LEFT TCX RGHT 00 -03 0/0 00 -06 0/0 BENDING RATIO .1834 .0552 .0000 .0000 .0549 .1834 I 88.3DEV OCRs 15- LENGTH /2 40.OREQ 0 10- 2 0/0 .OREQ TL - L /RY L/360 LIVE LOAD DEV = 1170.0 PLF, L/240 LIVE LOAD = 1755.1 PLF. TOTAL LOAD FOR DEFL = 1153.6 PLF. COMBINED RATIO .5682 .5383 .7070 . 8973 . 4780 .5204 w W 0 2 U. < N om` F-W giE 0 Z F- p . 9, COI o F- w W `.• 0 ii Z p o F PACIFIC VIEW C J60 14 K 3 _ �?* * CONCENTRATED LOADS ** 3() -- EXTRA VERTICALS -- TC AXIAL BC AXIAL GOVERNING SHEAR LOAD DISTANCE SEC PP NO. PROXIMITY LOAD LOAD W1 W2 W3 r'� 4500. 6- 0 1/2 20 5 -5 IN. 25293. 26046. 6094. 5241. NOTE: DISTANCES SHOWN ARE FROM LEFT END OF BASE LENGTH. * *TCX DESIGN OR E- MEMBERS ** L TC 27 BR R 25 TC 27 BR * *WEB DESIGN * * 50000. PSI, LOAD = 550. LBS /FT'; REQ DEV REQ DEV ALLOW ACTUAL W1 le-. SEC DIAM SHEAR SHEAR FORCE FORCE STRESS STRESS LENGTH W1 113 .8130 6094. 6524. 13094. 14016. 27000. 25224. 2- 8 1/4 s W2 112 .7500 5241. 8001. 6237. 9522. 21552. 14117. * *WELD ** 'WEB W3 LOADS -- = *BRIDGING REQUIREMENTS ** BENDING MOMENT 573. 1467. EFF. THROAT FILLET 20 S S IZE .200 REQ 19 .049 STRENGTH LBS IN 43 9. 4200. 4200. RKI TC RYY BC RYY W LENGTH 1.123 .929 14.125 UPLIFT BRIDGING NO. OF SPACING ROWS 7.229 3 Aug 13, 1999 14' 5 -1/2"" DE 319 .319 ANGLE EAR LBS/IN 6200. 6200. 6200. WORKING LEN �151.000 - ** BRIDGING SPACING FOR UPLIFT GOVERNS ** DEFLC BEARING REQ I DEV I IN . LENGTH DEPTH .003 .482 .042 0- 3 0/0 2.50 0- 6 0/0 .012 .482 .067 0- 6 0/0 2.50 WELD LENGTHS L1 L2 L3 1.056 .805 .805 1.502 13094. 6761. STANDARD NO. OF SPACING ROWS 7.229 1 CLEAR SPAN BC RYY L /RYY 9.500 .929 93.334 L4 .742 9209. 6237. .,.,,..... ..,..�...�, .,.,.. �... n„.,. s, s+ vasr�! rese�sw�✓, rxne�-., n,.. m. w. wv.+. rur r: wwm�w+ �m. ar�rnw. p�?, 1��S+ m�- wart N W ? CO u 2 U. =, w ' z U Ni of =C) - O ' L ii Z : 0 h- z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by s - Dat, 7� I Job No. MO 66 Checked by Date Sheet No. 1266 Description Job Name "A/ T- I. bin 64e /� 8/- 62 Cal I Rote G, R0L1\,, 81 - Q a 12,06 /c,Ilp elect, DL= C,wtitr IGIn94rL w 2'1 yrs mid w„ ;11 c Icf , w " L03(rLls) 7 1982 lit) 11vhc_ = I vsvO 16/ t4JTvr = I cb?-a 350 2 30 OF M _ _ 0.33Z K it (30)1 ,26 2 Ft-k Mg = 3'-I -k > M� OK ✓ / Low i n441 41$vr 1∎ ■ Icw 4 'mu. rr, l Aj ' POGGEMEYER DEIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by $4 . Da,, 7 //2 r at, Job No. 0=06-6 Checked by - Date Sheet No. p 6 7 '` Description 4144 Job Name N yrsre&Ay r 73 el sµ 7 ,Sc I E Heon.A 50c40 Ic1fvtf(,D G-4(trize 110-M44 6 /2 yogirS J3 7 TO Il t(' o lbs Y58 MI ! 11 S30 1 $fin,✓= ;7 fours e 1'rto = 3.5" sF P = 3S (5)( w� T ois r Spew Ps prr ) a;st-s 166 - g6 z-7' 1oo 16s 156 A J lik'/ 19'4" 9'0e lds POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by CA Date 710/00 Job No. G0 Checked by Date ' Sheet No. Si Description SC n:1*t WALL Job Name t\lersreins, n j Ra RP 32,6 (('S)(lo' g� ± 2 • S 4- R 4438 ° (9;s) • k. 'es 2SI (cos 38•) 4- Nh b„a ;4= S i 6,t.t 2 .0 kit's sw c3 u.,y.r/ svv/6 potr = e 1 * 3.41<vt POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS ` t 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by SA DatL 7119 /at, Job No. 000 ,j6 Checked by Date Sheet No. S'Z Description Job Name Nvs r?j '-n V, ar«.0 t,. II Qalket lw►o D(M5k A 0614- I qX3 x / 4/ ± 3, 4 ►�► %s ) 3/24ce0 e 3 G 11-36 isvut s i,It. Av, /c �/!►t�trtlu: A , I t q % ; V ri = ,tisc ,4 3 ' - 00414 Lt: tr 1-E tn1 4 = 138 r, 1.28 r = o ci A = /b.os' 10 ttctAble cvv 10,9-0 y3 (34 c e) ,', c i< t - /4 t p fess �A = 17 KS; P� = 2 8 Wi p(rnr CuwtteSSIZn1/4. j= 1A.gg s% PA= 1/3 k (peL.e) POGCaEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827 -5995 • Fax 14251 828-4850 Made by Dai. 7 /'I ( / Jo No, Checked by Date Sheet No. � Description Job Name Pier 9 D. I j • &C."o► A n. 5 4ron rs ,SCrte.J t,MII rcncnr poses ' 32.6 pi= C V) (lo) 1.5x,) Mmnr;— a 'muss cNkno = 214 (so " ) = 1.5 /12c 52 Tcr' Ciiu/t•95 - DuWCI! I ' 4 x x , IIS ()MU I h r 1 x .17 7 Z , x,I3' 2 Y z ,r , zs ZkZ " (Ts8) (7s7 Us' €0 ( Tso) (JO 1) Co IS GRt r)ed -L Job Name 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 kickneknwt C4rV°■3 Sinners T c thR,D % - , Ca►10031 = MC- _r Description DIG n '7r :k 71Nh —17 See 7 (I.z5) S ,rat 4 Seel%., l oye,n*-o /7•S les; tl v �nrt ?/` XZ f A Si n-e • Composite Section Property caciulations composite centroid y = 0.75 in lc= 0.496 in c top= c bottom= Sx top = Sx bottom= 0.75 in 1.25 in 0.662 in 0.397 in in in in in in in Section Name # lo A y Ay Ay ^2 d Ad ^2 J58 top chord 1 0.14 0.62 1.06 1 1 -0.3 0 2x3/16 bar 2 0.25 0.75 0.5 0 0 0.3 0 none 3 0 0 0 0 0 0.8 0 summation 0.39 1.37 1 1 0 ■.• • PO DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827-5995 • Fax (4251 828-4850 Made by C+ ^ J!� Daft � / Job No. Checked try Date Sheet No. 64 Description „ J Ft�b &rem cup // Job Name o ri CONFICA AN &tike e (0 0 C. Ca) Rau rd? P 7 ' RPr+ P,= "3 .2.G ?Sr • Prur 32.4 (q.1)(10) = 3097 p . p/'5) P IA/ 30g7 0.7s) = Rev (7) Rxr( P) nay: I O 1 163 R = Rpo = 3697 = r I5 qB IS RPv = Ta1o1 les ( ti >, Moiler ?' in) ellAcC = Is-93 (Irl ") _ li72 lbs zi. G 1N-ki,J Poggemeyer Design Group, Inc. BY: SA Page: COO 53 Date: 7/26/00 Job No.: AMP 67 Job Name: Netstream T.I. - Pacific View Bldg C I Location: screen wall brace Equation E2 -1 Equation E2 -1 Equation E2 -2 * Combined Streses per ASD Chapter H - Compact Sections Column double 4x3x1/4 K= 1 L = 141 inches r = 1.28 inches KL/r = 110.2 Slenderness Ratio ( <200) E = 29000 ksi Fy = 38 ksi Cc = 126.1 Fa= 11.65 ksi Fa =. N/A ksi *(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 2.6 kips A= 3.38 inA2 • Mx= 22 in -kip Sx= 2 inA3 My= 0 in -kip Sy= 2 inA3 Cm= 0.85 E= 29000 ksi fa= 0.8 ksi Compact Yes fbx= 11.00 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 12.3 ksi Equation H1 -1 terml+ term2+ term3= 0.07 0.42 0.00 0.49 OK Equation H1 -2 terml+ term2+ term3= 0.04 0.46 0.00 0.50 OK Equation H1 -3 terml+ term2+ term3= 0.07 0.46 0.00 0.53 OK POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax 1425) 828 -4850 Made by V • Datr J/ .25 /tom Job No. G ‘ Checked by Date Sheet No. 58 Description Wi116 Ft 41. 6 1 rl -t. /.. 400,0 sti4 Job Name p wow 7. WOE FIAM.v 17, Svppc(Lr QRACC LoPoS 21 I< 2,1 K IS /0' 1-4 = (403s) - (.1)(10' Z / , s 14 2 = 3I's K,ps M 20(2 - G& 25.3 •KS F - ,/6 f �� 33 K5 27 16 1 sue= 1 5. = 17. 32.11;3 a ) Ok z3-014 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 , (4251 827-5995 • Fax 1425) 828.4850' Made by Sl9 Oat. 7 Job No. coos6 Checked by Date Sheet No. S Q r Descrtptioh Job Name Scroll until '7Qilrt� gi. qr ,�" " tr.+�vrrit joir.r O5kenvey T3Gc� OS( /trip w6c .7s 2.1 Ow) (P7x 12.) 3 (' 8 )(aq oc )(v.1 531-1 A J'6�3'I $3�1 u Sl' w 6xas Avv; n A Dapbr w ill be 13 locv4 b� q 0. W 6 Szc 4+r . •' PIT CeVISrf , 96/. = l.b " Yogi) Vole 6tLn✓1"tr /I/C // e_ ? c L4r4r✓) L YV /6 011 a A s I ( fro Ow A ' .�/26 `l Over Se e-4-- ELECTRICAL ENGINEERING LIGHTING DESIGN TECFWOLOGY CONSULTING 720 OLIVE WAY SUITE 1 100 SEATTLE, WA 98101 -1853 P: 206- 667-0555 F: 206- 667 -0554 1 -800- 667 -0610 W W W.SPARLNG.COM July 26, 2000 A CORPORATION Dear Haynes, Haynes Lund, Project Architect Sabey Corporation 101 Elliott Ave. W., Suite 400 Seattle, WA 98119 -4220 Subject: Battery Liquid Quantities We are specifying a UPS System (Uninterruptible Power Supply) that will require the use of batteries for the Netstream project. The batteries will be located in the Battery Room on the fourth floor of Building C. The ultimate buildout of this project, when all three phases of the fourth floor are full data centers, will require two (2) UPS modules total. Each UPS module has two cabinets of batteries. Each battery cabinet consists of 40 individual sealed gel -filled cells containing 1.27 gallons of electrolyte each, or 50.8 gallons total of electrolyte for each cabinet. This equates to 101.6 gallons total of electrolyte for the UPS system. The electrolyte is 27.6% sulfuric acid by volume, this equates to 28.05 gallons of sulfuric add in the battery room, in the UPS system batteries cabinets. Note, though, that each individually sealed gel -cell contains 0.35 gallons of sulfuric acid. Please give me a call if you have any questions. Sincerely, PA IkL I N C Timothy L. Janof, PE tj:j: \8302 \data\ batteryletter2.doc FILE COPY I understand that the Plan Check approvals are s:;ubiect to errors and omissions and approv,. 1 RECEIVED CITY OF TUKWILA PERMIT CENTER A 07/96/00 13:26 FAX 2067636700 CONTRO JOHNSON I. Product Identification II.Hazardous Ingredients III. Physical Data Material is (at normal temperatures) 2 Solid 2 Liquid ❑ Gas Bolling Point (a1760 mm Hg) Lead 1755 °C Batt. Electrolyte (Acid) 110 -112° Specific Gravity (H,0 • 1) Battery Electrolyte (Acid) 1.300 Vapor Density (AIR • 1) Battery Electrolyte (Acid) 3.4 % Volaliles By Weight Form 9701 (Rev. 1/97) MATERIAL SAFETY DATA SHED Chemical/rrada Name (identity used on label) Absorbed Electrolyte Battery/Dynasty C hemical FamtiytClusilication E lectric Storage Battery Synonyms /Common Name Lead Acid Battery Company Name Johnson Controls, Battery Group Inc. Shipping Regulations See Section IX Division or Department Specialty Battery Division Address CONTACT Questions Concerning MSOS Industrial Hygiene & Safety Department Transportation Emergencies CHEMTREC P.O. Box 591 Milwaukee, WI 53201 TELEPHONE NUMBER Day: (414) 228 -3138 24 Hours: (800) 424 -9300 NOTE: The contents of this product are toxic chemicals that are subject to the reporting requirements of section 302 and 313 of the Emergency Planning and Community Right -to -Know Act of 1986 (40CFR 355 and 372). Material Specific Gnomical Identity Lead Common Name Grid Specific Chemical Identity Lead Dioxide Common Name Lead Oxide Specific Chemical Identity Lead Sulfate Common Name Angiisite Specllic Chemical Identity Sulfuric Acid (40%) Common Name Battery Electrolyte (Acid) Specific Gnomical Identity Common Name % byWI. 50 21 < 22 CAS Number 7439.92.1 1309-60-0 7446-14-2 7664.93.9 Exposure Limits OSHA 50 pg /m 50 fig /m 50 pg /ma 2 ,h /m ACQIH 150 pg /ma 150 pg/m 150 pg /me 1 mg /m' Other NIOSH 100 pg/rn NIOSH 100 pg /ms NIOSH 100 pg /m NIOSH 1 mg /m' Not Determined Melting Point 327.4°C JOHN DONOVAN- CAMPBELL CO Appearance and Colo, Battery electrolyte (acid is a clear to cloudy liquid absorbed by internal battery components. Acid saturated lead oxide is a dark reddish brown to gray solid with slight acidic odor. Vapor Pressure ✓ (mm Hg at 20•C 0 (PSIG) BatteryElectrolyte (Acid) 11.7 Solubility In H2O Battery Electrolyte (Acid) is 100% soluble in water. Lead — Lead Oxide are not soluble. Evaporation Rate (Butyl Acetate • 1) Not Determined 4002 MSOS No. L 84 Dale Issued Sept. 29, 1986 Due Revised Jan., 1997 � W? U Q to W W 0 u- Q; N 0 I-- Z LLI D' u ) = W '. I- V ; u W Z' U .n. vv..•.v. . .v.. Engineering Controls Store lead /acid batteries with adequate ventilation. Room ventilation is required for batteries utilized for standby power generation. Never re- charge batteries in an unventilated, enclosed space. Work Practices Do not remove vent caps. Follow shipping and handling instructions which are applicable to the battery type. To avoid damage to terminals and seals, do not double -stack industrial batteries. PERSONAL PROTECTIVE EQUIPMENT Respiratory Protection None required under normal handling conditions. During battery formation (high -rate charge condition), acid mist can be generated which may cause respiratory irritation. If irritation occurs, wear a respirator suitable for protection against acid mist. Eyes and Face Chemical splash goggles are preferred. Also acceptable are "visor -gogs" or a chemical face shield worn over safety glasses. Hands, Arms, Body Vinyl coated, PVC, gauntlet type gloves with rough finish are preferred. Other Special Clothing and Equipment Safety shoes are recommended when handling batteries. All footwear must meet requirements of ANSI Z41.1 — Rev. 1972. Stability 0 Unstable 2 Stable Conditions to avoid Sparks and other sources of ignition. Incompatibility (material to avoid) Lead /lead compounts: Potassium, carbides, sulfides, peroxides, phosphorus, sulfur. Battery electrolyte (acid): Combustible materials, strong reducing agents, most metals, carbides, organic materials, chlorates, nitrates, picrates, and fulminates. Hazardous Decomposition Products Lead /lead compounds: Oxides of lead and sulfur. Battery electrolyte (acid): Hydrogen, sulfur dioxide, sulfur trioxide. . Hazardous Polymerization O May Occur 2 Will Not Occur Conditions to avoid High temperature. Battery electrolyte (acid) will react with water to produce heat. Can react with oxidizing or reducing agents. Flash Point (test method) - Hydrogen — 259 °C Auloignilion Temperature Hydrogen 580° Flammable Limits In Air, % by °A Vol. (Hydrogen) Lower Upper 4.1 74.2 Extinguishing Media Dry chemical, foam, or CO Special Fire Fighting Prodecures Use positive pressure, self - contained breathing apparatus. Unusual Fire and Explosion Hazard Hydrogen and oxygen gases are produced in the cells during normal battery operation (hydrogen is flammable and oxygen supports combustion). These gases enter the air through the vent caps. To avoid the chance of a fire or explosion, keep sparks and other sources of Ignition away from the battery. t 07/96/00 13:27 FAX 2067636700 • JOHN DONOVAN- CAMPBELL CO 3/ lQ 00 3 a- 07/96/00 13:27 FAX 2067636700 P1 Health Hazard Information NOTE: Under normal conditions of battery use, internal components will not present a health hazard. The following information is provided for battery electrolyte (acid) and lead for exposure that may occur during battery production of container breakage or under extreme heat conditions such as a fire. ROUTES AND METHODS OF ENTRY Installation Acid mist generated during battery formation may cause respiratory irritation. Skin Contact Battery electrolyte (acid) may cause irritative contact dermatitis. Skin Absorption Skin absorption is not a significant route of entry. Eye Contact Battery electrolyte (acid) will irritate the eyes upon contact. Ingestion Hands contaminated by contact with internal components of a battery can cause ingestion of lead /lead compounds. Hands should be washed prior to eating, drinking, or smoking. SIGNS AND SYMPTOMS OF OVEREXPOSURE Acute Effects Acute effects of overexposure to lead are GI (gastrointestinal) upset which may be loss of appetite, diarrhea and /or constipation with cramping, difficulty in sleeping, and fatigue. Exposure and /or contact with battery electrolyte (acid) may lead to acute irritation of the skin, corneal damage of'the eyes if not washed immediately, and irritation of the mucuous membranes of the eyes and upper respiratory system including lungs. Chronic Effects Lead and its compounds may cause chronic anemia, damage to the kidneys and nervous system. Lead may also cause reproductive system damage and can affect developing fetuses in pregnant women. Battery electrolyte (acid) may lead to scarring of the cornea and chronic bronchitis as well as erosion of tooth enamel in mouth breathers in repeated exposures. POTENTIAL TO CAUSE CANCER The International Agency for Research on Cancer (IARC) has classified "strong inorganic acid mist containing sulfuric acid" as a Category 1 carcinogen, a substance that Is carcinogenic to humans. This classification does not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mist (sulfuric acid mist) is not generated under normal use of this product. Misuse of the product, such as overcharging, may however result in the generation of sulfuric acid mist. EMERGENCY AND FIRST AID PROCEDURES Inhalation Remove from exposure and consult a physician if any of the acute effects listed above develop. Skin Wash thoroughly with soap and water. If electrolyte comes into contact with clothing, remove and discard. Eyes IMMEDIATELY rinse with cool running water for at least 15 minutes. Seek medical attention after rinsing. Ingestion Lead /lead compounds. Consult a physician. Electrolyte: Do not induce vomiting. Refer to a physician immediately. MEDICAL CONDITIONS WHICH CAN BE AGGRAVATED BY EXPOSURE Inorganic lead and its compounds can aggravate chronic forms of kidney, liver, and neurologic diseases. Contact of battery electrolyte (acid) with the skin may aggravate skin diseases such as eczema and contact dermatitis. JOHN DONOVAN- CAMPBELL CO 41100 ter sm .+� — m +trfo runs kw.reevr r, nrrro`emn.akursoweser s:mrn t !►i{ Hygiene Practices • Following contact with internal battery components, wash hands thoroughly before eating, drinking, or smoking. Protective Measures to be taken During Norrroutlne Tasks Including Equipment Maintenance Wear safety glasses. Do not permit flames or sparks In the vicinity of battery(s). If acid comes in contact with clothing, discard clothing. • SPILL OR LEAK PROCEDURES Protective Measurns to be taken If Material Is Released or Spilled Remove combustible materials and all sources of ignition. Cover spill with soda ash (sodium carbonate) or quicklime (calcium oxide). Mix well. Make certain mixture Is neutral then collect residue and place in a drum or other suitable container. Dispose of as hazardous waste. Wear acid - resistant boots, chemical faceshield, chemical splash goggles, and acid- resistant gloves. DO NOT RELEASE UNNEUTRALIZED ACID! , s Disposal Method Battery electrolyte (acid): Neutralize as above for a spill, collect residue, and place in a drum or suitable container. Dispose of as hazardous waste. DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER. Batteries: Send to lead smelter for reclamation following applicable Federal, state and local regulations. Product can be recylced along with automotive (SLI) lead acid batteries. 4 4 9 VI IVA . 4 614. — ' _ V RECYCLE OTHER HANDLING AND STORAGE PRECAUTIONS None Required. 07/26/00 13:28 FAX 2067636700 VIII, Safe Handling Precautions JOHN DONOVAN CAMPBELL CO X. Department of Transportation and International Shipping Regulations DOT — Battery, wet non - spillable, not subject to regulations IATA — Not restricted for air transport — complies with IATA /ICAO Special Provision A67 IMO — Battery, wet non - spillable, not subject to regulations. IA 005 5 w 0 g a ul 3 O 0 N! ;O I- 111 IL P - O; • Z V N' 0 ' 07/26/00 13:26 FAX 2067636700 DYNASTY Unit Modal Weight Number (pounds) U1-31 24.5 01.33 2 GC12400 33 GC12550 41 GC12V45 _ 39.6 GC12V85 52.1 GC12V75 58.6 GC12V100 6 GCSV200 64 BBG -165RT 63 BBG -180RT 66 BBA160RT 62 DM24 52 DM27 60 DM29 64 40 126 OD 158 TEL12 -24 21.1 TEL12.30 26.7 TEL12.45 39. 7E02-70 ' 54.8 TEL12.80 67.6 TEL10.90 62 TEL12.90 72 TEL12.105 80 TEL12.125 100 TEL6.180 72 UPS12.95 28.7 UPS12 -140 27 UPS12.170 40 UPS12.225 54 'UPS12.270 _ 57 UPS12.300 72 UPS12-310 UPS12.370 67 74 UPS12-475 100 UPS64600 • 72 UPS6-620 72 Electrolyte S.G. 1.280 1.280 1.280 1.280 1.280 1.280 1.280 1.280 1.280 1.300 1.300 1.300 1.280 1.280 1.280 1.280 1.280 1.300 1.300 . 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 Electrolyte Electrolyte Volume (gallons) 0.44 0.47 0.64 0.88 0.74 1.00 1.22 1.44 1.24 r 0.00 0.00 • 0. 0.10 1.22 1.35 2.72 3.42 0.41 0.47 0.88 0.99 1.18 toe 1.29 1.51 1.80 1.25 0.47 0.47 0.68 0.99 0.94 1.26 120 1.27 1.80 1.25 1.25 Weight (pounds) 4.8 • 5.1 8.9 9.6 8 10.9 13.2 15.6 13.4 1.04 132 14.8 29.5 37.1 4.4 5.1 7.4 10.7 12.8 11.7 14 18.4 19.5 13.6 5.1 5.1 7.4 10.7 10.2 13.7 19.5 13.6 13.6 Note: An FRB prefix In the part number Is equalven! to a UPS prates % Sulfuric Acid by Volume 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 27.6 27.6 27.6 25.6 25.6 25.6 25.6 25.6 27.6 27.6 27.6 27.6 27.6 27.8 27.8 27.8 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 13 13.8 27.6 27.6 27.6 % Sulfuric Sulfuric Acid Sulfuric Acid Acldb Volume Weight 36.8 0.31 Weight (gallons) 38.8 0.11 36.8 0.12 36.8 0.16 36.8 0.23 36.5 0.19 36.8 0.26 36.8 0.37 38.5 0.32 39.1 0.00 39.1 0.00 39.1 0.00 36.8 0.02 36.8 0.31 36.8 36.8 36.8 39.1 39.1 0.19 39.1 0.13 39.1 39.1 39.1 39.1 39.1 39.1 39.1 39.1 39.11 0.13 39.1 39.1 39.1 39.1 39.1 39.1 39.1 0.34 0.70 0:88 0.11 0.27 0.33 0 ; 30 0.38 0.42 0.50 0.35 0.13 0.19 0.27 0.26 0.35 39.1 0.33 39.1 0.35 0.50 0.35 0.35 (pounds) 1.77 tee 2.54 3.53 2.94 4.01 4.86 5.74 4.93 0.00 0.00 0.00 0.38 4.86 5.37 10.86 13.65 1.72 1.99 2.89 4.16 6.00 4.57 5.47 6.41 7.62 5.32 1.99 1.99 2.89 4.18 3.99 5.36 5.08 5.40 7.62 5.32 5.32 file name: electwt.xls 7,Z 4 4 e LJ JOHN DONOVAN- CAMPBELL CO i a.uw, • Acid weight per unit Page 1 X001 Page 1 Ike n.,:evaen^.+ env- 2dS*_. M�`.^Y'.'....:9"'.+Y :'"°'� L ti 5 w, .,"s«-+^c,;Ye'43'..r" *"MWrMt '!N4 7*y°4' 1ifFW'r.. Project Info Project Address NETSTREAM Date 7/12/1995 12101 Tukwila International Blvd. For Building Department Use RECEIVED CITY OF TUKWILA PERMIT CENTER Tukwila,PA Applicant Name: Tim Janof Applicant Address: 720 Olive Way, Suite 1100, Seattle, t411 98101 Applicant Phone: 206 -667 -0503 g Location Allowed (floor /room no.) Occupancy Description Watts per ft2 •• Area in ft Allowed x Area 420 Equipment Room (EXEMPT space due to 2 -lamp fixtures) 425 Co- location Room (EXEMPT space due to 2 -lamp fixtures) 426 Co- location Room (EXERT apace due to 2 -lamp fixtures) 421 Battery Room (EXEMPT space due to 2 -lamp fixtures) 400 corridor � 0.80 790.0 632.0 430 -440 Office r lLE C01 C01 .35 2335.0 3152.3 understa,rd ti ra ((he Ian Check appr wail are ;ih- .' n Cf; ) ,o dltt.iU)l fissions. ^nr+ --- .- t •• From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3784.3 A a vr v .. v.... a_}' - ° - - ' - a - . - - -- -, - - Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 420 Equipment Room ( EXE1PT space due to 2 -lamp fixtures) 425 Co- location Room (EXEMPT apace due to 2 -lamp fixtures) 426 Co- location Room (EXEMPT space due to 2 -lamp fixtures) 421 Battery Room (EXEMPT space due to 2 -lamp fixtures) 400 Corridor 8 74.0 592.0 430 -440 Office Area 33 93.0 3069.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3661.0 LVLUd'LJ. Klal a am,.•• -0 b . - - - --p — t --- , Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x It) Covered Parking N/A 0.2 W /ft Open Parking N/A 0.2 W /ft Outdoor Areas N/A 0.2 W /ft Bldg. (by facade) N/A 0.25 W /ft Bldg. (by Perim) N /1► 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not bot _ Total Allowed Watts 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washin•ton State Nonresidential Ener. Code CorrD.pliance Form Lighting Summary LTG-SUM June, 1995 (Project Description ri New Building El Addition ❑ Alteration Compliance Option o Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ae (Interior May not exceed Total Allowed Watts for Interior) • ^ ek,atommtrtle , w.H..,A ,r , ,,M rw. s. ..,o.a. ,...,...«.:..._.____ -- . -- 21)004.4/ t1 co U. 6 UJ MI 0 1- z • A a vr v .. v.... a_}' - ° - - ' - a - . - - -- -, - - Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 420 Equipment Room ( EXE1PT space due to 2 -lamp fixtures) 425 Co- location Room (EXEMPT apace due to 2 -lamp fixtures) 426 Co- location Room (EXEMPT space due to 2 -lamp fixtures) 421 Battery Room (EXEMPT space due to 2 -lamp fixtures) 400 Corridor 8 74.0 592.0 430 -440 Office Area 33 93.0 3069.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3661.0 LVLUd'LJ. Klal a am,.•• -0 b . - - - --p — t --- , Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x It) Covered Parking N/A 0.2 W /ft Open Parking N/A 0.2 W /ft Outdoor Areas N/A 0.2 W /ft Bldg. (by facade) N/A 0.25 W /ft Bldg. (by Perim) N /1► 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not bot _ Total Allowed Watts 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washin•ton State Nonresidential Ener. Code CorrD.pliance Form Lighting Summary LTG-SUM June, 1995 (Project Description ri New Building El Addition ❑ Alteration Compliance Option o Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ae (Interior May not exceed Total Allowed Watts for Interior) • ^ ek,atommtrtle , w.H..,A ,r , ,,M rw. s. ..,o.a. ,...,...«.:..._.____ -- . -- 21)004.4/ t1 co U. 6 UJ MI 0 1- z LVLUd'LJ. Klal a am,.•• -0 b . - - - --p — t --- , Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x It) Covered Parking N/A 0.2 W /ft Open Parking N/A 0.2 W /ft Outdoor Areas N/A 0.2 W /ft Bldg. (by facade) N/A 0.25 W /ft Bldg. (by Perim) N /1► 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not bot _ Total Allowed Watts 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washin•ton State Nonresidential Ener. Code CorrD.pliance Form Lighting Summary LTG-SUM June, 1995 (Project Description ri New Building El Addition ❑ Alteration Compliance Option o Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ae (Interior May not exceed Total Allowed Watts for Interior) • ^ ek,atommtrtle , w.H..,A ,r , ,,M rw. s. ..,o.a. ,...,...«.:..._.____ -- . -- 21)004.4/ t1 co U. 6 UJ MI 0 1- z 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washin•ton State Nonresidential Ener. Code CorrD.pliance Form Lighting Summary LTG-SUM June, 1995 (Project Description ri New Building El Addition ❑ Alteration Compliance Option o Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ae (Interior May not exceed Total Allowed Watts for Interior) • ^ ek,atommtrtle , w.H..,A ,r , ,,M rw. s. ..,o.a. ,...,...«.:..._.____ -- . -- 21)004.4/ t1 co U. 6 UJ MI 0 1- z .. Location Y Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 WA,shington State Proposed Li tin Wattaee (Exterior Nonresidential Energy Code C (May not exceed Total Allowed Watts pip Form for Exterior) Use' LPA (W /R Use' LPA (W /R Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel barrquet/cotference/exhibition hal 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurantslbars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banldnq 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower fadlities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 IJtraries 1.5 Aircraft sbrage hangars 0.4 Nursing homes 1.5 Parking garages See Se=ts 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, officeladministratiee areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type Is "Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T - 5, T - 6, T - 8 or PL, and 3. Lamps are 5 - 50 Watts, and 4. Ballasts are electronic ballasts 1994 Washin•ton State Nonresidential Ener• Code Cotnoliance Form Lighting Summa sack) LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit PowerAi/owance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room maybe increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. / nrxsy99' �7'.+7 thy*+g4.+ rrM, w! �MWY+,, en! wn le i2i '+votaiah=SVmM.tumeXt N, Ner l u ��. VmY+ wvn+ �wrlrsw l+r�ur�.wn.a�v:e.vs*+w.+�- +she n..++nr..:wran urnw?+MI%�xrMRM^tMiCd"+++HW!: R.��IMVX . Z ce D C) U 1 J U) W O, LL e 0 t-. W O ; UJ 0 i 0 N 0 1 - ' W W'� H r" u0 . .. F 0 NETSTREAM SECTION 16501 LIGHT FIXTURE SCHEDULE Fl EX1 Surface mounted two lamp fluorescent strip with side mounted lamps. Nominal 10' long. Provide with SL -5501 entrance fitting, SL -5502 insulated fixture hangers. Die formed steel, high reflectance baked white enamel finish. Electronic ballast. Manufacturer: Sentinel Lighting SL -5524 Lamp: Two F32T8 Watts: 62 F2 Surface mounted two lamp fluorescent strip with side mounted lamps. Nominal 5' -6" long. .Provide with SL -5501 entrance fitting, SL -5502 insulated fixture hangers. Die formed steel, high reflectance baked white enamel finish. Electronic ballast. Manufacturer: Sentinel Lighting SL -5514 Lamp: One F32T8 Watts: 33 F3 Recessed 16 cell parabolic fluorescent lay -in troffer nominally 24" x 24" x 7 ". Low iridescent, semi - specular 4" deep aluminum louvers with 0.10" clear acrylic overlay lens, mitered corners and black reveal, endosed positive cam action latches. Lamps centered over stringers. Electronic ballast. Manufacturer: Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2PGA Series; Daybrite 2P4 Series; Lightolier VRA2 Series, H.E. Williams U4 Series Lamp: Two FT40W Watts: 77 F4 Recessed 18 cell parabolic fluorescent lay -in troffer nominally 24" x 48" x 7 ". Low iridescent, semi - specular 4" deep aluminum louvers with 0.10" clear acrylic overlay lens, mitered corners and black reveal, endosed positive cam action latches. Electronic ballast. Manufacturer: Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2P3G Series; Daybrite 2P4 Series; Lightolier VRA2 Series, H.E. Williams U4 Series Lamp: Three F32T8 Watts: 93 Single face green LED exit sign. Diecast aluminum housing, universal arrows and universal mount. Cast aluminum faceplate with stencil face, manufacturers standard finish as selected by architect. Assembly shall be held in place within the diecast fixture frame using reinforced plastic or metallic clips. Rated lamp life shall be 20 years minimum. Shall meet UL Standard 924. Integral battery pack for emergency operation. Two circuit with integral transfer relay. All lamps to be "on" with either circuit. Manufacturer: SureLites CAX Series; Lithonia Signature Series; Hubble C Series; Emergi -lite Prestige Series; Prescolite Compass Series 16501 -1 NETSTREAM SECTION 16501 LIGHT FIXTURE SCHEDULE EX2 EM1 Lamp: Watts: LED - Green - Supplied with fixture 3 maximum Dual face green LED exit sign. Diecast aluminum housing, universal arrows and universal mount. Cast aluminum faceplate with stencil face, manufacturers standard finish as selected by architect. Assembly shall be held in place within the diecast fixture frame using reinforced plastic or metallic clips. Rated lamp life shall be 20 years minimum. Shall meet UL Standard 924. Integral battery pack for emergency operation. Two circuit with integral transfer relay. All lamps to be "on" with either circuit. Manufacturer: SureLites CAX Series; Lithonia Signature Series; Hubbell C Series; Emergi -lite Prestige Series; Prescolite Compass Series Lamp: LED - Green - Supplied with fixture Watts: 3 maximum Surface mounted twin head emergency lighting fixture nominal 5" x 11- 3/4" x 2 -1/2" projection UV stabilized thermoplastic housing. Acrylic fresnel lens. 6V lead calcium battery. Manufacturer: Prescolite EMAX Daybrite CF Series. Lamp: • Two 5.4A Watts: 11 End of Section 16501 -2 Series; Lithonia ELM Series; NETSTREAM PART 1- GENERAL 16500 - LIGHTING 1.1 RELATED DOCUMENTS ILI Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 51i A. Drawings and general provisions of the Contract, including General and N ' N W W J 1.2 SUMMARY '0 u. W 0 A. Provide lighting system complete and fully operational. 2 g Js B. Substitutions: IL Q , W O ` 1. Bidders requesting approval to provide products other than those specifically w ;. listed in the Light Fixture Schedule shall submit requests in writing to the Z O i . Architect and Lighting Designer ten days prior to the dose of the bid period. E-? Approval will be in the form of an addendum to the specifications issued to all 2 j` s , registered plan holders. No requests for substitution will be considered after this U 0 date. 0 N ' 2. Substitution request shall include all information required under paragraph 1.4 ' H .. SUBMITTALS. Requests for approval shall be accompanied by a working fixture to sample (including lamps and a cord and plug). Provide the name of at least one u. 6 installation where each proposed substitute has been installed for at least six W Z months along with the name and phone number of the Architect, Owners U N representative and the Lighting Designer of Record. If required by the Lighting H Designer, the proposed substitutes must be installed at the bidders expense in a Z location selected by the Architect. 1.3 REFERENCES A. National Electrical Manufacturer's Association (NEMA) LE5 -1993: 1. Procedure for determining Luminaire efficiency ratings. B. Underwriters Laboratories, Inc. (UL): UL 496: Edison Base Lampholders UL 542: Lampholders, Starter Holders for Fluorescent Lamps UL 1570: Fluorescent Lighting Fixtures UL 924: Emergency Lighting and Power Equipment UL 935: Fluorescent Lamp Ballasts 16500 -1 SECTION 16500 LIGHTING ►NJu.W.{ ♦' a...�3ai::4:i',iu.J:..t i.eM .wa ,Lie.41.C.ui44... 1.4• NETSTREAM 1.4 SYSTEM DESCRIPTION SECTION 16500 LIGHTING A. Light fixture schedule series numbers are a design series reference and do not necessarily represent the exact catalog number, size, voltage, wattage, type of lamp, ballast, finish trim, ceiling type, mounting hardware, ceiling trim or special requirements as specified hereinafter or as required by the particular installations. Provide complete fixtures to correspond with the number of lamps, wattage and /or size specified. B. If there are discrepancies between fixture cuts and the schedule, the schedule shall take precedence. C. Light fixture voltage shall match voltage of circuit serving the light fixture. 1.5 SUBMITTALS A. For standard catalog items, provide original product sheets, - neatly and clearly marked- to indicate that light fixture, ballasts and lamps fully comply with contract documents. Include photometric report by an independent certified testing laboratory when required in fixture schedule. Manufacturer's test report is not acceptable. B. Submittals shall have fixture types and project name dearly indicated and shall be prepared by the authorized manufacturer's representative serving the project area. A list of manufacturer's representatives (including address, telephone and fax numbers) identifying which light fixture types they represent shall be included with submittals. Submittals or requests for prior approvals not meeting these requirements will be rejected. C. For linear light sources (cold cathode or neon), submit scale plans and details of the lamp layout, method of installation of the lampholders, lamps, reflectors, transformer housings and locations, secondary feeds and a complete bill of materials. Field dimensions required to be furnished by the contractor shall be shown on shop drawings. Shop drawings shall be revised after receipt of field dimensions to show exact location of lamps and lamp holders. A copy of the final complete shop drawings shall be included in the Operation and Maintenance Manuals. D. For custom fixtures, modified fixtures or linear fluorescent fixtures mounted in continuous rows, submit scaled drawings prepared by the manufacturer showing all details of construction, lengths of runs, pendant and power feed locations, accessory pieces, finishes, and list of materials. Contractor to provide manufacturer with field dimensions where required. E. For fiber optic systems, submit scale plans showing cable layout, number and type of fiber bundles, light box location and a complete bill of materials. Field dimensions required to be furnished by the contractor shall be shown on shop drawings. F. Product Samples, complete with housing, trim with 8' cord, plug, and specified lamp shall be submitted if requested. 16500 -2 la u. W O LL < N D I = O I- W U O N; O ui I 01 H u_ tii Z- UN O Z NETSTREAM 1.6 QUALITY ASSURANCE 16500 -3 SECTION 16500 LIGHTING A. All fixtures and components shall be new and listed by Underwriters Laboratories (UL) or other testing lab acceptable to local jurisdiction. 1.7 WARRANTY 4� F�• A. Ballasts: Provide manufacturer's warranty for a period of not less than five years. Warranty shall include parts and labor to replace defective ballasts. U V p B. Exit Si Utilizing LED Lamp Technology: Provide manufacturer's warranty for a 0 1 Signs g P gY� Y w period of not less than five years including parts and labor for full replacement of ,� t defective product. co Li. w � 1.8 EXTRA MATERIALS g' A. Ballasts: Provide one case or 10% (whichever is less) of each type used on the project. W' Turn over to Owner and obtain signed receipt. Z` B. Lamps: Provide one case or 10% (whichever is less) of each type used on the project. w H; Turn over to Owner and obtain signed receipt. 2 3 co C. Fuses: Provide one case or 10% (whichever is less) of each type used on the project. Turn over to Owner and obtain signed receipt. w W u 0 : PART 2 - PRODUCTS Z ' U N ` 2.1 GENERAL MATERIAL REQUIREMENTS A. Interior Light Fixtures: Finish ferrous mounting hardware and accessories to prevent corrosion and discoloration to adjacent materials. B. For weatherproof or vaportight installations, painted finishes of fixtures and accessories shall be weather resistant enamel using proper primers or galvanized and bonderized epoxy, so that the entire assembly is completely corrosion resistant for the service intended. Where aluminum parts come into contact with bronze or steel parts, apply a coating material to both surfaces to prevent corrosion. C. Fixtures shall be free of light leaks and designed to provide sufficient ventilation of lamps to provide the photometric performance required. Ballasts and transformers shall be adequately vented. D. All sheet metal work shall be free from tool marks and dents and shall have accurate angles bent as sharp as compatible with the gauges of the required metal. Intersections and joints shall be formed true and of adequate strength and structural rigidity to prevent any distortion after assembly. Finish exposed edges so no sharp or ragged edges are exposed. All miters shall be in accurate alignment with abutting intersecting members. NETSTREAM F. Fresnel Lens and Door Assembly: SECTION 16500 LIGHTING Lampholders shall hold lamps securely against normal vibrations and maintenance . . handling. 1. Lens shall have uniform brightness throughout the entire visible area at angles from 45° to 90° from vertical, without bright spots or striations. 2. Lens shall have opaque risers painted neutral gray unless otherwise specified in 1 `. the Light Fixture Schedule. rm. 2 ' 3. Finish of regress door shall be matte baked enamel paint in color as selected by 0 the Architect. 0 0 N 0 CO W G. Light fixtures containing lamps which require protective shielding shall have tempered glass lenses. N U. W 0 H. For adjustable fixtures, provide positive locking devices to fix aiming angle. Fixture 2 QQ shall be capable of being relamped without adjusting aiming angle. LL' I. Fixtures recessed in suspended ceilings where the space above the ceiling is either an I. air supply or return plenum shall conform with NEC Article 300 -22. z J. Safety: Provide safety devices for removable fixture elements (cones, reflectors, lenses, w ' uj etc.) to support removable elements when not in normal operating position. Safety 2 devices shall be detachable if necessary and shall not interfere with fixture 0 N performance, maintenance or the seating of any fixture element, and not be visible , p H' during normal fixture operation. u0 W! F V 0' 2.2 FLUORESCENT FIXTURES ...: L LI A. Housing: Minimum code gauge steel or rigid aluminum construction painted after 0 H fabrication with high reflectance white paint (min. 89%). Z 13. Light Shields: 1. Eggcrate Louvers: Aluminum (unless noted otherwise) continuously bound in a perimeter channel frame. Frame, louver and support shall be painted color as selected by Architect. 2. Parawedge Louvers: Injection molded plastic with specular silver finish 1/2" x 1/2" x 1/2" cell, unless otherwise specified anti - static finish. 3. Parabolic Louvers: Provide Alzak aluminum, specular or semi - specular as specified, with a low- iridescent finish. 4. Flat Translucent Diffusers: Shall be 100% virgin acrylic and have matte finish on exterior side (facing away from lamps). Diffuser shall be of thickness specified and shall be of sufficient density to completely obscure lamp image. 5. Flat Clear Lenses: Injection molded 100% virgin acrylic or dear tempered glass, thickness as specified. 6. Clear Patterned Lenses: Injection molded 100% virgin acrylic. For lenses with a male pattern of prisms or cones, specified minimum thickness refers to distance from flat surface to base of pyramids or cones, or to thickness of undisturbed material. For lenses with female pattern, specified minimum thickness refers to overall thickness of material. Lenses shall fully eliminate lamp image when 16500 -4 : sr,• n. r.. ansrn !a;rya±�7nrmrxuwm�eyr.wxrrrs� NETSTREAM C. Frames: SECTION 16500 LIGHTING viewed from all directions between 45 -90° from vertical. From 0-45° the ratio of ,. maximum brightness (under a lamp) to minimum brightness (mid -point between lamps) shall not exceed 3:1. Minimum thickness shall not be less than 0.125" with a minimum weight of 8 ounces per square foot. 1. Supply with concealed hinges and latching. Provide mitered corners with no gaps or light leaks. D. Lamp Mounting: 1. Mount lamps used in rapid start circuits 430 ma and below within 1/2" of grounded metal as long as the lamp. For 800 ma and 1500 ma lamps, mount within 1" of grounded metal as long as the lamp. 2. For rapid start circuits using single lamp ballasts, provide one grounding lamp holder per lamp. 2.3 WIRING A. All wiring shall be as required by code for fixture wiring. B. All flexible cord wiring between fixture components or to electrical receptacle and not in wireways shall have a minimum temperature rating of 105 °C. C. Cords shall be fitted with proper strain reliefs and watertight entries where required by application. D. No internal wiring shall be visible at normal viewing angles, i.e. above 45° from vertical. E. Master Slave Fixtures: Supply ballasts in adjacent fixtures to operate one or more lamps in the adjacent fixture where required in Drawings or Light Fixture Schedule. For single lamp fixtures, provide a two -lamp ballast for two adjacent fixtures. For three -lamp fixtures, provide one two -lamp ballast for the outboard lamps in each fixture and an additional two -lamp ballast for the center lamp in each of two adjacent fixtures. F. Tandem Wired Fixtures: For fixtures in continuous rows and where required in Drawings or Light Fixture Schedule, supply ballasts and wiring to control all top or inboard lamps together and control all bottom or outboard lamps together. G. Provide #18 AWG, 3 -wire flexible conduit connections (whips) for dual level switching as shown on Drawings for light fixtures recessed in accessible suspended ceilings. Provide 3 -wire whips for all dual level switching. Wire count on wire whips is not shown on Drawings and shall be the responsibility of the Contractor to provide proper wire count for the lighting control as shown on Drawings. 16500 -5 NETSTREAM 2.4 BALLASTS: A. Fluorescent General Requirements: 1. All lamps shall be operated on the type of circuit the lamp was designed for (preheat, rapid start, instant start, etc.). T8 lamps shall be operated on rapid start ballasts only. Ballasts shall provide normal rated lamp life as stated by lamp manufacturers. 2. Ballasts shall be HPF (greater than 90 %), UL listed, and ETL certified. Magnetic ballasts shall be CBM certified. For projects applying for utility funding, ballasts shall meet utility requirements. Provide ballasts with thermal protection unless otherwise specified. Ballasts shall be Class P. 3. Confirm voltage requirements with Electrical Drawings. Ballasts shall operate lamps correctly within +/ -10% voltage variation without damaging ballasts. 4. Ratings: a. "A" sound rating for 430 ma and 265 ma b. "B" sound rating for 800 ma c. "C" sound rating for 1500 ma B. Electronic Fluorescent Ballasts: In addition to the general requirements, provide W electronic ballasts where required in the Light Fixture Schedule as follows: 2 M 3 p O -. = a. EMI and RFI limits set by the FCC (CFR47, Part 18 and FCC Part 18,15j), F .. U IEEE Publication 587, Category A (transients). u_ ~O b. Minimum efficiency standards of Public Law 100 -357. c. Starting sequence consistent with ANSI Standard C82.1 -1993. U 0 ' 2. Reduced light output ballasts (ballast factors below 87%) are not acceptable 2 except as noted otherwise in the Light Fixture Schedule. 3. Total harmonic distortion shall be less than 15% of the input current. Current crest factor shall be less than 1.7. Operating frequency shall be between 25 and 60 kHz with no visible flicker. 4. Ballasts shall operate in ambient temperatures up to 105 °F (40 °C). 5. Rapid start ballasts shall be wired in series (or in parallel if manufactured accordingly). 6. Ballasts for single ended lamps shall be program start, with end of life protection. 7. Manufacturers: EBT, Magnatek, MTI, Motorola (General Electric), Valmont. 8. 1. Ballasts in conformance with the following regulatory requirements: 2.5 LAMPS A. Each lamp type in the Project shall be manufactured by the same manufacturer. B. Fluorescent: 1. Medium Bi -pin, T8 rapid start, T12, compact TT and DTT; 3500K color temperature and 80+ Color Rendering Index (CRI) unless otherwise noted. 16500 -6 SECTION 16500 LIGHTING NETSTREAM 2. Manufacturers: General Electric, Philips, Osram Sylvania or as noted in the Light Fixture Schedule. 2.6 SOCKETS A. Fluorescent: Suitable for lamp and ballast type employed. B. H.I.D.: Porcelain for mogul or medium base lamps, pulse rated as required. Keyed for all position oriented lamps. For other lamp types, as required by base type. 2.7 EMERGENCY BATTERY PACKS A. Where fluorescent fixtures are indicated or specified to have self - contained battery backup, provide battery pack(s) with 1100 lumen output for single lamp operation or as indicated. Unit shall have high temperature nickel cadmium battery, automatic transfer switch, battery charger high frequency inverter, installed test /charging indicator and switch, dual voltage, and be UL listed to standard 924. Provide normal switching connection where indicated. B. Testing: Apply power for 24 hours, disconnect power observe, measure and record light output for specified 90 minute period. Continue to run on battery until automatic low battery cut -off circuit disconnects battery. Restore normal power and verify battery returns to charging mode. C. Warranty: Entire unit shall be warranted for 5 years, battery shall have 15 year life expectancy with 5 year full warranty and 7 additional years prorated warranty. Full warranty to cover labor and materials without charge. Prorated warranty to cover material only. PART 3 - EXECUTION 3.1 LIGHTING FIXTURES, GENERAL A. Provide mounting accessories and trims as required for wall and ceiling construction types shown in Finish Schedule and on Drawings. B. Verify weight and mounting method of all fixtures and provide suitable supports. Fixture mounting assemblies shall comply with all local seismic codes and regulations. C. Refer to architectural reflected ceiling plans for coordination of lighting fixture locations with mechanical and fire safety equipment. Where conflicts occur, coordinate with Architect prior to installing any of the systems. D. Install fixtures with vent holes free of air blocking obstades. E. Lighting fixtures located in recessed ceilings with a fire resistive rating of 1 -hour or more shall be enclosed in an approved fire- resistive rated box equal to that of the ceiling. 16500 -7 SECTION 16500 LIGHTING It C.) 1 1 co !L tu g Ji IL < = O . 1— W z 1- z H' � ps O N ' C H =V _co h- - O z NETSTREAM SECTION 16500 LIGHTING F. Contractor shall be responsible for adjusting aperture rings on all recessed fixtures to be flush with the finished ceiling. G. For fluorescent lamps operated on dimming ballasts, operate lamps at full output for 100 hours (continuous burn) before dimming. H. Adjust variable position lampholders for proper lamp position prior to fixture installation. I. Blemished, damaged or unsatisfactory fixtures or accessories shall be replaced. J. For pendant mounted fixtures, mounting height is from finished ceiling to top of pendant light fixture. For wall mounted fixtures, center on outlet box unless otherwise noted. Verify mounting provisions and other requirements prior to order of light fixtures and provide as required. K. In accessible suspended ceilings, provide 72" flexible conduit wiring connection (flexible tubing not permitted) from a rigidly supported junction box. L. All finishes shall be unmarred upon project completion. All damaged finishes repaired or replaced. M. Replace all burned out or inoperative lamps at the end of the construction prior to Owner occupancy. 3.2 DIFFUSERS AND ENCLOSURES A. Remove protective plastic covers from lighting fixture diffusers only after construction work, painting and dean -up are completed. Remove all dirty lamps, reflectors and diffusers; dean and reinstall. When leaning "Alzak" reflectors, use a manufacturer recommended leaning solution. Reflectors damaged or impregnated with fingerprints shall be replaced at the Contractor's expense. 3.3 ADJUSTMENT OF LIGHT FIXTURES A. Focus all adjustable light fixtures under the direction of the Lighting Designer during a scheduled period of time prior to the completion of the project, after normal business hours if required. Include all equipment and personnel expenses (including overtime) required for adjustment. 3.4 SUPPORT OF FLUORESCENT LIGHT FIXTURES A. Recessed type: For light fixtures supported by the ceiling suspension system, provide four Caddy #515 support clips (one each corner) which lock light fixture to ceiling tees after light fixture is installed. In addition, provide for each light fixture two #14 earthquake chains or #12 wires secured at diagonally opposite fixture corners (for fixtures weighing less than 56 pounds) to structural members above suspended ceiling. For plaster or gypsum board ceilings provide plaster frame compatible with light fixture. Contractor shall coordinate fixture trim with ceiling type. 16500 -8 D (n W 9 u U. ui 0 2 I Q; CO Z � 2 j C 0 0 F_' W W , - 0 ` W Zi 0 I- Z NETSTREAM 3.5 CEILING LIGHT FIXTURE SUPPORT End of Section 16500 -9 SECTION 16500 LIGHTING B. , . Surface Mounted Type: 1. Where mounted on accessible ceilings, support from structural members above ceiling by means of hanger rods through ceiling or as approved. 2. Continuous Runs of Fixtures: Laser sight to assure fixtures are straight when sighting from end to end, regardless of irregularities in the ceiling. Where light fixtures are so installed, omit ornamental ends between sections. C. Pendant Mounted Type: 1. For fixtures with rigid pendants, supply swivel ball aligners at canopy to comply with local seismic requirements. 2. Where suspended from accessible ceiling, support fixture from structural members above ceiling by means of hanger rods through ceiling or as approved. 3. Continuous Runs of Light Fixtures: Laser sight to assure fixtures are straight when sighting from end to end, regardless of irregularities in the ceiling. Where light fixtures are so installed, omit ornamental ends between sections. A. Where ceiling is of insufficient strength to support weight of lighting fixtures installed, provide additional framing to support as required. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 1 -5 09/14- 10/12/00 10/20/00 •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -8918 Tel (208) 820-4889 Fax (208) 821 -3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener a je ,, l, r eut.c..G() Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. Poggemeyer Design Group City of Tukwila S:\WORDPROC\Field Document Transmittals \13000s \13714.0.wpd FIELD DOCUMENT TRANSMITTAL Date: October 20, 2000 Project Number: 0 - 91 M - 13714 - Project Name: Intergate West Project Manager: Tim Hyden Permit No.:b2000'247 attn: Robert Bourdages attn: Building Department 2 4 2000 coMimU', i ,, UEVE:.L Us i viL :N 1 Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. No Deficiencies Noted Field Report Transmittal Project 0-91M-13714-0 Page 4 Project Name: Intergate West •AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Project Name: Intergate West Project Number: 0-91 M- 13714 -0 S:\WORDPROCtFleld Document Transmittals 13000s 13714.0.wpd Deficiency List COMMENTS 'Vri< j,Ai{4) , r / V.4.07- PROJECT NO. � ` ii„- - • I T 40 A *1 - 0100t i S I. !Q,(1 C 1# h t l�h A-re �t09r ec9 (o1, ADDRESS i21 f�� P,*r it c. NV� J C ( UO.e■ di,s eei,' FA tibb a 5 5 et d.a.2or In tetra % . .cam. I 1.42 -c f.tnic/o 4-0 6.2. LIA. d i ¢ I ek a p dh r ua e DATE qh'- /Op w - ;,1%-ti 4fi I 1 rv►t Sec . .SCuta 53 0 S4 • , WEATHER ,Su :'V Nil PAGE (Includes Test Reports) l OF ( STRUCTURAL E 4EER , Po 5 aQ Q Qr Ts AGRA PROJECT MANAG R/PHONE NO. k -i SA ARCHITECT ` PAL AGRA FIELD REPRESENTATIVE/PAGER T AMA L G- C___ CONTRACTOR S AL eu► I (f...-r TYPEOFINS CTION litNEW INSPECTION W etAt l.c, ❑ RE•INSPECTION SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yesereliminary Observations in general conformance with the apprred plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. PROJECT NAME e1 kasaA 'QJF IOfj .X :• -L _r.•� 'Vri< j,Ai{4) , r / V.4.07- PROJECT NO. � ` ii„- - • REPORT NO. 0 ADDRESS i21 f�� P,*r it c. NV� �1cw .cam. PERMIT NO. D2000 -a r DATE qh'- /Op CLIENT WEATHER ,Su :'V Nil PAGE (Includes Test Reports) l OF ( STRUCTURAL E 4EER , Po 5 aQ Q Qr Ts AGRA PROJECT MANAG R/PHONE NO. k -i SA ARCHITECT ` PAL AGRA FIELD REPRESENTATIVE/PAGER T AMA L G- C___ CONTRACTOR S AL eu► I (f...-r TYPEOFINS CTION litNEW INSPECTION W etAt l.c, ❑ RE•INSPECTION 0 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 O° ` ,J AGRA FIELD REPRE ENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PYELIMINARY AND SUBJECT TO CHANGE 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) ag! ruevm rxs*'e vv . , rvv.... „, t. , tr *:PL R".1^.'."C IRMIJV3',SII Tf71I51 JStiftFyM PROJECT NAME ''^^ // // /� �� 4ft�. e 4 G./et' 73 I4�, c 5' - f /✓ PROJECT NO. op/A4- 4 0 REPORT NO. 04 .. ADDRESS /?10/ Re. a �1/1,,y 4:140, %. 4.4M• PERMIT NO. D2c2oo- .2 DATE 9-07 8 CLIENT G / / 1 SCA, CDI ' /,.vs -CA/es. WEATHER .174 . /S PAGE OndudesTestReports) / OF 62 / STRUCTURAL ENGINEER ?CV ey4 AGRA PROJECT MANAGER/PHONE NO. 45"W 9 77.- hd ..4 .(/GS1`v� ARCHITECT / J 5;112CY A GRAFI- ES TIVEI 11 ‹e 4.1e, k ?5-760 y35Y CONTRACTOR S L• bey / kC /� TYPE OF INSPECTION 2 NEW INSPECTION Gae/ PE 1 l30 /' n ❑ 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 COMMENTS /16V. o,.• s,•v4 C fe JesSe 1 ee fe% ... 4/e /c4, o..ci h 1 SDICT o. es /C7,f,e +. , � e to /el.� %s�.t 174...+S L✓Cis ih m.c.fe . /Z • s c9re /Ir ,4 ,e4 ;,.act / (o,.. I e _.,e tt JPs moo-, Q4c i t' / iwjAc./- fvx, 5�. S 41 A e /frs pc,. �e /../ /� n s ( 7 44■C Ud'.4 t"7 /FeL✓ r/ c- /4.0 , c°d'i s e,. G/ /rXerf — 9 7 , „._ CprT,r .16/ /Tl/ o104e / /ot gr•okrI CamK'/ c7/..57. �// Its ,,e.. 't /ET 444. ��s .-P med. 44/42)( 39 r p .3/12_ / ad/4 (cis 711 .fi0.1 � V ecil.41, h..P � f c'�; /S�et� (e.- �+s;,..; — �rvJ � 4 i..fdcc t/ /Ti�� -f --/..., <,...,..e/i. f / e.•..e.,¢! 6 � � 4 C f 7 t � L .1 / s (2 x 2 eg 6 , , e r e _ o�.� � Arc. a._/ v 7 2 S, 5 ;5. ,9 s 3 y r I; fci..c..(v,. w. </ / epe J'/ 4/ v — j a ye c T ..— . C - Alp la,/ 10a) C,4,/� a...c r, A�,P,,1-- 5 / , c y:Le /et .n /e/ J it JT! /Z P hie ( SAMPLES OBTAINED (NOJSIZE/TYPE) it/A— SUMMARY To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. Yes ❑ No Preliminary Observations ❑ Deficiency Corrected - Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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 (Rsv.6199) & ';. .W Z , Les COMMENTS i4 s to r v/c . o.. 6 5. 40 h- ac,i ac, g a r//t .. �re., "- Ze , L . ..4 Z1 ::drie,'/e_c jo: s.b. Be •set... A1.3 s7[." /., /Y /. /1 1 -kw1/4.c. 3 -G d / "Lim S 7e7wee... C >'7 /-7 c+../ 6e /4 tie.ti D-4 9 7 ;4A/ 7 4/ ' ,'o,. DP SAX ' e i o,../ co.. !mod 4✓e /4/,-. G.iar -et: d ( s / 04.- ch rT c4(.1*". S3 A‘44 efea;le- for G✓oit &err G.,...p/e.fL p, 1,- c‘x/c. p t„_ s/ .5% /eke,/ ci., j �..t k l 0 C e4 f) , , f) 4e.! 5 i l'ar ,:2a s 1IE 04, c be ✓ee, 4, 9 , ' - - - A/4' o & / / Y. ,}6/e./1 9 /o ver.• c' 1,..,e(4), p.., ct :,,a. - (4.7r•/ /ec,•w.e/ d cc. �91.P./ 4.,..// /'C tid/'r' TO ro Ue_ / .+S r t 4, -4 V p.s fa..., _4/ /o c. 4.„d / 'C. ,� 4 96(.79 l e 4e/ T ■4 S Z W ee10-e ` c.c., S1 / PAGE (indudnT..tRponu) OF.2 DATE ? ? -do AVM kow A,�., c. 1 PROJECT NAME . rice, G; miC %4" cVet7.... PROJECT NO. 094.4 151 1z " REPORT NO. /7 /Of [ � /' • . . ':+ ite, y 72;44 % Gw/..4 PAGE (indudnT..tRponu) OF.2 DATE ? ? -do � AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT (cont.) THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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. AG19376 (Rw.699) AGRA FIELD REPRESENTATIVE REVIEWED BY �et� s'[. *• <rca� �.�•,�.rr «.n,s:: - . COMMENTS .:. / / / n [/ ∎C ?�� /2a ti • c•S /Zpues hd 7‘ r ews704 7.1.5441c4.-, or / e cz./ 4PS 0 a o w . f 3 - 7th Cc.„cK4 46t�med. 7 PS /r Bete . p c(•dr. 1 4 �I / / �r C�rsf [•.bu..s �'1 /er e P j is h3J- t e/r s r L 7 5 vb // 4f iet 2 c #i pe /e o.i 34 a t(/PA �✓.../ 2A'2* " L A el we/c4/vNe cd-c_ +r , 4.X.•/ ‘/s'z. am TAI'S IL✓ "1D•+. /10' y ( C7S cs/� r a.. - Lo..�I44 _ ' ? L kA..... Sfs ` 3C;i LJ ,,.t, �i`'.,, cS wi! //f r Slur/ 7✓ , r ." , ! _ I .,„ 4.,... O /Lie_ c.z i 1 it `_ -.4 /l" / 4 LiCJ,'4 9/ /, 4 a - I !S / CO ,44_ , 7Z uPS ).c.■ A a,.Q 3. ,GP/T at c// tver i e...1./.4c,.G,e. /....,•T Lac' s ••.2 5decr4"cr ... Gveg: a .-e. CAlAgeD Gci-4'06 - i . d// 4 /1c `, 04... , /ch c /7 ,Go A ,004... i .sva ecr -<. 3 ZS Lei•* 7e-d, a- CO ..7 - C p ‘.7/r4 1- !J LP ea..Cre.,74 g7 7 %c.c 4.. CONTRACTOR / 5 OeV /Ai/ Q ,, TYPE OF INSPECTION �e /�/ �RE RE-INSPECTION H'1.. �O /fi NG 1 � RE•INSPECKNJ SAMPLES OBTAINED (NO./SIZE/TYPE) Ai, . SUMMARY To the best of our knowledge, all items inspected as noted above were -yes ❑ Preliminary Observations in general conformance with th_pproved plan1and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME .Z lv B1 C 4,A4 Slier... PROJECT NO. 09/A4 -131 1-1 - 0 REPORT NO. 3 f ADDRESS /2 0/ . 4, • #ary S 7 h 1 / 4.44 PERMIT NO. P2000 - a y7 DATE /0-a-00 CLIENT t ��� ‘ch � / —T 5 s WEATHER PAGE (Indudes Test Reports) / OF STRUCTUE4EE ^ 1 • AGRA PROJECTMANAGER/PHONE NO. I r r 72 A. - ARCHITECT ( /�' ..59 f/��/ AGRA /A.. RA FIELD RE RESENTATIVVE/PAG NO. - / (/ - (/1 . TL, -x -/i��j s/ CONTRACTOR / 5 OeV /Ai/ Q ,, TYPE OF INSPECTION �e /�/ �RE RE-INSPECTION H'1.. �O /fi NG 1 � RE•INSPECKNJ • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122" Way, Suite 100 Tel (425) 820 -4689 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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. AG1 9372 (Rev. 6/93) 1SQ� PAmmomomf . 71M a.n�..YN.•frtyx Nl5W YJTM!AM . W 0 (3 N 0 W W ' W 0 ga . u_ V. W O o 0 co o W W 0 . U _ ' 0 F- z PROJECT NAME /I1 u� j9. e • 4.1” s i 7 4 0 iee7 vy4 e) 7e �1..74 PR EC � j So.,* L e�'si Go,....�,. owl J,) . G $.O& REPORT T ADDRESS � /O 1 bo*/ 441.‘ GIL e /(. i'd.. L. kA) lItIF 1 C—. C- 0 T f (rd 3.0G 5(-ovP i-cA &508-/ PERMIT DATE / �- O o �4 / „ CLIENT S MPLES OBT INED (NOJSIZE/TYP L f ' X 8 . .. f d To the best of our knowledge, all items inspected as noted above were .Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PAGE (Includes STRUCTURAL INE t AGRA RQIECT NAGE L NQ. ARCHITECT AGRA REPgESENTATIV - g C R 4 . ` S 0e ,, rot CONTRACTOR ev TYPEO TYPEOF E ON W INSPECTION S , t ❑ RE•INSPECTION • ...... ; /: COMMENTS , j9. e • 4.1” s i 7 4 0 iee7 vy4 e) 7e t i 't`�1 e_ c I bp .+J � ...,3. n /..5 ,eG f A*Clae a ,.A S+.tit._ a+ 4.44--LYZJ j So.,* L e�'si Go,....�,. owl J,) . G $.O& Ve... ,I II V ..,K 0 y 12 7wa 047 710- A tot J 1) t c (OD / Al shit bo*/ 441.‘ GIL e /(. i'd.. L. kA) lItIF 41 / i 4 4 .0 , ell a er d 4 c ee 74 ik C- 0 T f (rd 3.0G 5(-ovP i-cA &508-/ f f ,c Pe �,.�71 copsol,60Q- S MPLES OBT INED (NOJSIZE/TYP L f ' X 8 . SUMMARY To the best of our knowledge, all items inspected as noted above were .Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. '0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820 -4889 Kirkland, Washington 98034 Fax (425) 821-3914 GRA FIELD REPRESENTATIVE THIS R - ORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) pp ' RIt te t 'S.T '- .. givz 3arr.M1t$ .cra..m" .xk DAILY FIELD REPORT REVIEWED BY w ': 0 0 CO 0 N w. 9 _. 0 J to �. ZO U O - w W, F o. Z. W N' 0 F z CONCRET l GROUT ASTM C- ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO� AME , PROJECT NO .Ll -If ( I I• - s [= ►!. PAGE (indudesTest Reports) OF DATE 1 A 3 "-- q .- 3e, FIELD DATA BATCH DATA SUPPLIER S1 /tctt� TYPE OF CEMENT -� MIX NUMBER S E/ � G , WEIGHTS PERYARD T DESIGN ACTUAL TICKET NUMBER (c7, -7 l CEMENT (LBS.) S / 7 TRUCK NUMBER r ( FLY ASH (LBS.) BATCH SIZE, YD 3 COARSE AGG. (LBS. C 70 ` ^ TOTAL PLACED (© OF YDS COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. d.. FINE AGG. (LBS.) ' b 9 DRUM REVOLUTIONS WATER (LBS.) D 1 BATCH TIME V ` act AIR ENTRAINMENT SAMPLE TIME (9 . ccY ADMIXTURE NO. 1 y , I 0 -� FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I OF I LABORATORY SET # ) I.D. C O G 0 SAMPLE LOCATION: t'tLC/ Teri 4 DESIGN STRENGTH 000 PSI DAYS `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 dg' dt SLUMP (ASTM C -143) 5. 5 SPECIMEN (NO./SIZE/TYPE) L(„ tdif / i ' AIR CONT. (ASTM C -173/C -231) DATE SAMPLED lO - I AMBIENT TEMP. °F DATE RECEIVED /O - SAMPLE TEMP (ASTM C -1064) / I CURING CONDITIONS ( UNIT WEIGHT (ASTM C -138) ls _ ---- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) •• *Note appropriate tat methods If different from those Indicated •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820.4669 Kirkland (igton 98034 Fax (425) 821.3914 TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS RA FIEL EPRESENTA IV REVIEWED BY THIS REPORT IS CONSIDERED PRE / � ARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the infor • tion 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. &99) arnc !hvNpp.W..tiwl lain ?tMPm.xPv-rw! x•?�rrntin%R'r. rt «iR4nr.*? "?V?;%a^.'4.'+'� !".!'C.:4,.+ mnw�xv,!. :ww^.<rawte nr x'iZT':_.., r.,ear `°t..... ' Y _ �.! _"W"YtS:`f <"?' . L'" 'kG� 1 ..ax!$, i, .S�(+'1R1) , COMMENTS. � : . COM . ; t: � ... -. ... .. _ jf,�� ��// LL � .: n IZaie4 g2 8' s .,4._ C: ie :.,. /C'4w...otiIL 4-. c eo.4c,z.i late_,,...e.. / ims tc- ilJrt, s.s REPORT NO. V , , .0 ,0 4 4 .1 . e ,f ) ; i ./ ct 7 1 !‘r.% ,A. A,. 7 , ,.. Ze../ci 1: - .4: :4 --taddi 4 0 (--) /.,-.. rec %+e . F'.::,- . pf;•:.e....tw - fir .4 :ire -P i ce 7- - - z5e72 - cc, dw G.. ./4 154 -5c,r,w, isr s Lei t ‘.. 1 e. Z. era r.•. d 50 j'.. ��/ 2 ^/ /r .i r 4-7' 7 4-- S wn //j G, / iiac.t C 4r S• /s.:: t i t , rs C (2-....,:.,) e ' 0 �* Co.•s / -e« T 4 ( ?L 1 r, r..•, w.4. i/ �.. ,..f . 6 .-2...4 .T..4 . •Z. Li�HSJI, L�,4./ //. .L'/i�'•�..`.. C� sc.. w � -f�, S e a., .+CC p=. , ./.mot : .3 • :44. -- � j ht .,,,.e.- / %s. Co... Tom/ ...,-t f'r., ./ ,/" S r..•r - 17, c:, .( ?- c./':•'"': . ..-' tyPUrrrc.'e. wit: / AGRA FIELD REPRESENTATIVE/PAGER NO. 1:41',14,/,_, *zs 7.ce -r"3" CONTRACTOR ....... ✓,S` �i / ;� . TVPEOFI PECTION .f� NEW INSPECTION .1 ❑ RE•INSPECTION SAMPLES OBTAINED (NOJSIZE/TYPE) 11 /SS / 7/X4 / c�%! / CSPC � ...;) J / SUMMARY To the best of our knowledge, all items inspected as noted above were --'Yes ❑ Preliminary Observations in with the approved and ❑ No ❑ Deficiency Corrected = Report No. general conformance plans specifications. PROJECT NAME A4 -7 ; - /'eS ,. Z,:1t G PROJECT NO. `..:1‘/,P7 — t3, ►9 -o REPORT NO. V ADDRESS C./ /+ /0/ t;c, /4" S TA t.".-4, PERMIT NO. 27 -- " 2V7 DATE b-/7.- 0 CLIENT / / r -Cti 4 r,.�1 / WEATHER akfc: P..S/ --- PAGE (indude. Test Reports) ! oe STRUCTURAL ENGINEE - AGRA PROJECT MANAGERIPHONE NO. T,,., fJ h . ns- r20- yeti: ARCHITECT 7 S �ey ��,�7, AGRA FIELD REPRESENTATIVE/PAGER NO. 1:41',14,/,_, *zs 7.ce -r"3" CONTRACTOR ....... ✓,S` �i / ;� . TVPEOFI PECTION .f� NEW INSPECTION .1 ❑ RE•INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821.3914 L / REVIEWED BY IEL I REPRESENTATIVE DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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 (Rw.6I99) • • GROUT ASTM C -1019 MORTAR (TYPE ) ASTM C -780 CMU (TYPE ) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER PROJECT NAME /U s7 c4..^ PROJECT NO. 07 REPORT NO. ''''FJ � -� L es/At /e? /d/ / QG.4 Z C / /744...ic PAGE (Inducers Test Reports) /? OF DATE /0 /2 FIELD DATA BATCH DATA SUPPLIER GAPS✓ .,V TYPE OF CEMENT 1 MIX NUMBER 3 VS /j3 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER /OW/ CEMENT (LBS.) 17/90 TRUCK NUMBER /Yr FLY ASH (LBS.) /5 BATCH SIZE, YD' S COARSE AGG. (LBS.) 4 /5-7 TOTAL PLACED 9 OF /P YDS COARSE AGG. (LBS.) 3/7- 3,Y WATER ADDED, GALS. s COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) AR.5 DRUM REVOLUTIONS ----- WATER (LBS.) 2y BATCH TIME / /•Oc AIR ENTRAINMENT SAMPLE TIME /lac- ADMIXTURE NO. 1.,,,,RwR S/ b FINISH TIME /Z; VD ADMIXTURE NO. 2 NIZwR AO oz SAMPLE AND TEST DATA SAMPLE SET / OF / .1°C) /� LABORATORY SET # 7 . I.D.# /L ) SAMPLE LOCATION: _k / - - �, /�_ _Z s!' /�� C. rt. w DESIGN STRENGTH [ye,0 G PSI 0 TD YS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 z-, 2Tr. Ma SLUMP (ASTM C -143) Y � S% SPECIMEN (NOJSIZEITYPE) V 5 1 // AIR CONT. (ASTM C -173/C -231) DATE SAMPLED kj _/Z AMBIENT TEMP. °F 65 DATE RECEIVED /0-l3 SAMPLE TEMP. (ASTM C -1064) ..�_9d 7/ CURING CONDITIONS CI-O,at. r UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) *Note appropriate test methods If different from those Indicated 1� AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122rd Way, Suite 100 Tel (425) 820 -4869 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA Fl • RE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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. AG19378 (Rat. 6/99) SAMPLE STORAGE LOCATION AND COMMENTS REVIEWED BY TEST REPORT �"'RY:"... .' �T�t-'." ?;? aK tp' T�+ r!' re ,:aA'M. ° »vm'm��; tss�rn?M,•�.myo+�x-!�.x:n +vvN- arc •Jr�TR3`!.'�f?..R�_..�,NesLntLt , �-�, . 1��� 2 t ` W . re 2 CO l V) W 0 LL , W 0! u.Q I- 0 Z I-F 2 U 0 0 I- W H V 00' I" Z U N? O i a i!n .1;14Y + utiti ..4•! t‘ Jl ul, iisi" �'S.dtc■44- .�..z ..,a; "a, .,!;77.;....57 71r.,.., .L7 s ,;l;e SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Report 6 Set 2 10/16/00 10/12/00 10/25/00 10/25/00 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.8918 Tel (208) 820.4889 Fax (208) 821 -3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener FIELD DOCUMENT TRANSMITTAL Date: October 25, 2000 Project Number: 0-91M-13714-0 Project Name: Intergate West Project Manager: Tim Hyden Permit No.: D2000 -247 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. Poggemeyer Design Group City of Tukwila uo;. xe,;na:..:.:a.,�.�.•�l�:x..cx:a �r.:ui:a;Ssn'w: {,. .: ;.;.+ S:IWORDPROCTIeld Document TransmIttals\13000M13714.0.wpd attn: Robert Bourdages attn: Building Department Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. No Deficiencies Noted I Field Report Transmittal Project Name: Intergate West AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Project Name: Intergate West Project Number: 0 -91 M- 13714 -0 S:IWORDPROCtFIeld Document Transmillals 130005 13714.0.wpd Deficiency List Project 0 -91 M- 13714 -0 Page 4 ri.A s " ? K , ,. >_ . , .7,;-.COMMENTS::. -,Y ,: , .. r .. . /4,61,e d.---7 S. ?L o S l �a el1i.4 •■ - 7 .),,, 4,2 .....) ,. .,„ , 14,,, leei ' ,4 ed z , .,Fie...... r .,e O einP/tZ o-7 1c. . a t;N^ J ,,SrJQ\ { As pV i,'fie.. Lilt' C . SO / C' 7 t I � Pf:. S .,, c� ---k n o J o in ■ 1. 4tnr e — to %t_ 174) G 0 de � G /I j � e... -� J/ re_ 6 i ,, S 6 2_ - etc (Alc) im c t .-- t0.514 ✓yY) t x 31 40 1 1 4 i 31 ; L d..1 ✓e -e. (-' S r ° ("Z/-,./ cc/ / p e✓ dot ✓t .T / /.% �? / ;- n-,. i SAMPLES QBTAINED (N JSIZE/TYPE) 4 6 `(( 1 Z .C'o•7cc/cA r / 4h iii p ENG ' EER SUMMARY s : To the best of our knowledge, all items inspected as noted above were '(es ❑ Preliminary Observations in gene o Itlith to approved pla/IS anti specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT E i y PROJECT NO. "/ - / 37) REPORTNO. 6 ADDRESS q ' � � PERMIT NO. DATE 6 ‹) C3 / ZOeo Z - WEATHER !_r ` ce PAGE (Includes Test Reports) OF iii p ENG ' EER AGRA PROJECT MANAGE - • • E NO. AR HITECT 410 'e AG EPRESENTA E NO. � �c_y .1 CONTRAC OR S TYP IN ECTI �NEW INSPECTION �L ❑ RE- INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821.3914 ■, / /i�.<..�//_ �. EL - REPRESE ATIVE THIS - ' ORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE a 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.6199) , "frigIt 'Mt.WSMOae:t r<•wnre65.r+c q+ swe a ,.. ` >I °�.:!'lY:a : s�rva; cr: son:z urnxrsat�u ..'t�W- 'tlE,°�kx�Px"..S:F REVIEWED BY DAILY FIELD REPORT 5 W U UO CO 0 f �y n J = WO = d W W O E ; tu n O . O N! ▪ H W W U z WN z j CONCRETE - AST1k'I � ASTM ) GROUT C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPOR NO. S PR• ECTN ME ./ , / / fe q 64.7 PROJECT NO. D // /57i4A Z /O 57 1 C; C- " -` `r PAGE(indud•aTatRspons) a OF 2, DATE /7 /O � �J FIELD DATA BATCH DATA SUPPLIER (' ),,, ■ TYPE OF CEMENT WEIGHTS PERYARD DESIGN ACTUAL MIX NUMBER 34a0 f 4 4 / TICKET NUMBER / 6 A ( 2 �� CEMENT (LBS.) FLY ASH (LBS.) L 2o J 3 S-- e..--.% 9. TRUCK NUMBER BATCH SIZE, YW g COARSE AGG. (LBS.) V Ji d/ n _ C TOTAL PLACED /4 OF 6 YDS COARSE AGG. (LBS.) r f y c WATER ADDED, GALS. ,_ COARSE AGG. (LBS.) 4 I 3 c1 %\ ALLOWABLE WATER, GALS. Ai /4 FINE AGG. (LBS.) r 5- J y Zs2c--- DRUM REVOLUTIONS WATER (LBS.) 2 4-10 BATCH TIME 3 .F.:,:;) AIR ENTRAINMENT Q SAMPLE TIME L.-) ; Lin ADMIXTURE NO. 101.442 c FINISH TIME 5 .. O o ADMIXTURE NO. 2 ,,,,Aahe ZO 02 G V SAMPLE AND TEST DATA SAMPLE SET 1 OF,___ Q f/ LABORATORY SET # 3 I.D. # L o _ SAMPLE LOCATION: 6e d. e s c,, ./ DESIGN STRENGTH *t PSI © 22DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 24 zs3 ,i. cJ SLUMP (ASTM C -143) 6 /... / // G/ ii SPECIMEN (NOJSIZE/TYPE) Li G x ( / ( YL AIR CONT. (ASTM C -1731C -231) -� A-1/7.-- . �- - DATE SAMPLED /0 _ /6 _0�j l AMBIENT TEMP °F DATE RECEIVED / 0 � '-pQ l SAMPLE TEMP (ASTM C -1064) 20 e CURING CONDITIONS UNIT WEIGHT (ASTM C -138) 1V/7-- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) A.1 /7 •Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 • IEL• R PRESENTATIVE SAMPLE STORAGE LOCATION AND COMMENTS THIS ' - • RT IS CONSIDERED PRELIMINARY AND SUBJECT TO This report is provided solely for the information of our client. This report is not without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.6199) r4FNM�kM!yry�,t °.f.�'N'11t4. i`V7�M'�' %7YrvAl+iYiR"•i+rG?.; see! w^. t^ R+ �P: nzla' vKS "�vwN?P ^.4wM�re.H,�.ha_�"'„�.n r_:z:...:_r�r.. REVIEWED BY TEST REPORT CHANGE PE REVIEW BY OUR PROJECT MANAGER intended to be transmitted to a third party by any means, except in full, n Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER • Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 10/12/2000 Placement: Strength (ft): Required : 4000 psi @ 28 Days Time Mix ID: 345163 Supplier: CADMAN Load #: Truck #: 148 Ticket #: 164991 Plant #: Batch Size: 9YDS Water: 5GALS Admixture: 0 Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID Date Rec'd 9010 A 10/13/2000 B 10/13/2000 C 10/13/2000 0 10/13/2000 EAST RETAINING WALL 1ST LIFT 11:04 11:35 12:10 Date Age Nominal Tested (days) Specimen Size 10/19/2000 7 4x8x0 28 28 Break Types — (Cn) Cone, (CSp) Cone _Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Clien . =s File. =s Producer: Yes Others: Actual Area (sq in) 12.56 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Remarks: REFERENCE REPORT #5 SET 2 Compressive (lbs) 72260 one October 20, 2000 0-91M-13714-0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Inspector: DAVE SELANDER Actual 5.25" 71 Ambient Temp. ( °F): 65 Weather: CLOUDY Strength (psi) 5750 Specs. 4" ± 1" N/A N/A 50 -90 N/A Brk. Type / % of Cure Req'd SH 144% HOLD SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report 7 10/23/00 11/02/00 w amece 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.6918 Tel (208) 820 -4869 Fax (206) 821-3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener Poggemeyer Design Group City of Tukwila S:IWORDPROC\Field Document Transmittals113000s113714.0.wpd attn: Robert Bourdages attn: Building Department FIELD DOCUMENT TRANSMITTAL Date: November 2, 2000 Project Number: 0 -91 M- 13714 -0 Project Name: Intergate West Project Manager• Tim Hyden f L `", � ' ' ' a n t w �.' ^ ' Permit No.: D 2000- 247.1. Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. RECEIVED NOV 0 7 2000 COMMUNITY DEVELOPMENT 2 Q lag z 0 iO ;0 F— O. 'e Z1 'Z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. No Deficiencies Noted • ame Field Report Transmittal Project Name: Intergate West S:IWORDPROC1Field Document Transmillals113000s113714.O.wpd Project Name: Intergate West Project Number: 0-91M-13714-0 Deficiency List Project 0 -91 M- 13714 -0 Page 4 F EC EI / E® NOV 0 72000 ...COMMUNITY OPMEN r A. i, ". , r `=', ,, _ . ..... , . COMMENTS e.+Gl1.L.,I IJILIV I k))-s' 3L.c / c.- - REPORT NO. 7 O Sea & AT ,u� f Ry 77i& al, �ia� /.�pEc -4 L i- I /�L �iIM4- ?i4Of' - re. l T L k--e."- / (t.�F 1 trite .►1? Po ". Vat. Z 51-e46 ,.J 6 sC•4;4a ?4-•+7 R. 4cy-b 'a2EVla - ee CLIENT 543E epee_ 1 ) L t_ - LfA-45- 1.1.)f-S / e m--2) Si._ S"1ZE 6.2.+4 ---bs 4-4j • i 4. T4- _ .lc�s 'ry - 'SD T3 C3ox. ec,„ 1 ,3 ,- -4 SG-- 2 droc--1 1_ S • WEATHER G�c�a4��_ 2 o - I T 1 - 4 -e - t , e_ 3 _ , � � - 1 : . & fin‹ a . F - 0.-.0.-A- A-2 4 • i ,3 4 a 1 4 t STRUCTURAL ENGINEER rO4r .tt f�. )ESU (47 PS 1 iZ L (1 c, A--.^ -- 74.16 AO 0)6.. c...4.4 a l.t c v? e-t AZT.. 2.4-A- p A-. ILA. -,J 1 P C.- d 'c----s (29, oc-Os � -fS= A-1T "Ac-44-t- b 1C4- t _1 _ AGRA FIELD REPRESENTATIVE/PAGER NO. S Ji ,4.46/ CONTRACTOR / /f SA � II 'I / (?}_'N e_ TYPEOFI PECTION HEW INSPECTION a%'. 0 RE-INSPECTION SAMPLES OBTAINED (NOJSIZE/TYPE) CD .11 e-4 L,.. SUMMA To the best of our knowledge, all items inspect s noted above were Ves ❑Preliminary Observations in general conformanc�Aith theipproved pls and specifications. N O Deficiency Corrected - Report No. PROJECTNAME A/E-r crs414+, e bJrXe-e-14 . e.+Gl1.L.,I IJILIV I k))-s' 3L.c / c.- PROJECT NO. D -944 - /31/ Y - D REPORT NO. 7 ADORESS I 7 Aca t — 1 , f'-,c 4(.36 . - 1 i.0c!..0 4.4 PERMIT NO. VZo (7- 272 DATE la- t3 - Za a• d CLIENT 543E epee_ r WEATHER G�c�a4��_ PAGE (inchdn list Reports) 1 OF y STRUCTURAL ENGINEER rO4r .tt f�. )ESU i ' 44�ttiL AGRA PROJECT MANAGER/PHONE NO. ( 111.E 1 b AARCHITECT ,,,„ 4(L. I S AGRA FIELD REPRESENTATIVE/PAGER NO. S Ji ,4.46/ CONTRACTOR / /f SA � II 'I / (?}_'N e_ TYPEOFI PECTION HEW INSPECTION a%'. 0 RE-INSPECTION 9 AGRA ' ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820 -4869 Kirkland, Washington 98034 Fax (425) 821 -3914 ��• per +r�n+.�w�.;�,,,b�,.r»....,�.., «: „ { RECEIVED NOV 0 7 2000 MI MTV DAILY FIELD REPORT • GRA FIELD ' PR - A VE THIS REPORT IS CONSIDERED - ' ELIMINARY AND SUBJECT TO CHA � 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. AG19J72 (Rw.6/99) REVIEWED BY re U Cow LL w -71 - a Z ; 20 D uj O co 0 1— w w . I U li• Z O I— z NCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE D � VE �'9RISNf N ASTM C -140 UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 PR � E // , grgsvi •,Iv, 1 A /At 4-* - 4,1e-sr r ' zi)4* PROJECT NO. Q- fi.. - 3 7/ 1-o REPORT NO. / /t Z PAGE (Includes Test Reports) 2 OF Z DATE /0-23-2-‹ FIELD DATA BATCH DATA SUPPLIER 04- �0-1 TYPE OF CEMENT S - S MIX NUMBER 3 {CV 4 1 i WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER ie 8 Z 9 q / CEMENT (LBS.) 46-0 �7-0�2 .�� TRUCK NUMBER !�/, FLY ASH (LBS.) t 3S' BATCH SIZE, YD g - S COARSE AGG. (LBS.) 3 f4/ y "'' lOS L TOTAL PLACED OF OF Az, YDS COARSE AGG. (LBS.) 3/g4- 1 78 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 1‘ . 0tvb FINE AGG. (LBS.) gS --- / DRUM REVOLUTIONS _ WATER (LBS.) Z G BATCH TIME / Z . / 8 AIR ENTRAINMENT SAMPLE TIME `; / r ADMIXTURE NO. 1 114R4 s3 „ FINISH TIME , .� � Z ADMIXTURE NO 2 Skpg.4.. t o O 4.1> SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # . 3 I. # O SAMPLE LOCATION: 4.6 E.-42p gO,y T Z 9 Dd DESIGN STRENGTH t/ @ ze DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 2d- 2S a SLUMP (ASTM C -143) 4, " S N SPECIMEN (NOJSIZE/TYPE) _!r 6/) ¢s-ffi>t't -'S AIR CONT. (ASTM C-173/C-231) ✓� DATE SAMPLED f a -Z? -tic AMBIENT TEMP °F s a DATE RECEIVED (0 -23c- Lid SAMPLE TEMP (ASTM C -1064) ,52, o_ 9 -s 4071" CURING CONDITIONS t .14 t n IS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122". Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 REcEIVEr NOV 0 7 2000 COMMUMIT! TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REP C REVIEWED BY ING REVIEW BY OUR PROJECT MANAGER ansmitted to a third party by any means, except in full, THIS REPORT I - - - DERED RELIMINARY AND SUBJECT TO CHANG This report Is provided solely for the i ormation of our client. This report is not intended to without written permission of AGRA Earth and Environmental, Inc. AG 19378 (Rev. 8/99) wrsrMOl�RNP9�✓: �: f? 1 [!K1(R: YAW: fI�! V'!. r! hNwrym.. rsPTr +±,!GWR, !1 u( .q�.++ -.: f; M" N1�ra ...vt.+x+`�'wc`tn.Yi*'tt�..rt �.fa.'u y .:s !' n.'d'N, ...v. a ^^s.'rv^ r1 M:TFXr' :,WOV -:o -2000 00:28AM FROM -AIEC EARTH A ENVIRONMENTAL INC 426 -821 -3014 "w'1 ✓-af7 November 9, 2000 0-91M-13714-0 Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Dave Lang Subject: Net rea - • ovements Tukwila, Washington 1. Concrete Reinforcement 2. Concrete Placement 3. Structural Steel Erection 4. High Strength Boltirtg 5. Welding 6. Metal Decking 7. Shear Studs AMEC Earth & Environmental, Inc. 11335 N.E. 122" Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820.4669 Pax (425) 821 -3914 www.amec.com cial Inspections and Materials Testing T -301 P.002 /003 F -301 ameco Phone: (206) 277 -5204 Fax: (206) 281 -0920 Dear Mr. Leng: AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter as our final summary of special inspections for the above - referenced project. AGRA performed inspections as requested and scheduled by representatives of your firm. The details of our inspections are described by Daily Field Reports 1 through 7. These reports, copies of which have been previously distributed, form the basis for this final summary of our inspections. In accordance with the Uniform Building Code and project requirements, AMEC performed inspections for the following: ttKIRK1. AND_ MAINWOLltShAREOMORCPROCt „Projects113o0os113714 Soory Contln.cI onNot Strum.doc �: k_w�a�ti1w A0V -1O -2000 09:28AM FROM -AMEC EARTH i ENVIRONMENTAL INC 426 -821 -3914 T -301 P.003/003 F -301 Sabey Construction, Inc. November 9, 2000 Sincerely, AMEC Earth & Environmental, Inc. Timothy Associate A /6... . Sahi, P.E. Associate TRH /KSS /Jdp Distribution: Sabey Construction Poggemeyer Design Group City of Tukwila attn: Rich Gardener attn: Robert Bourdages attn: Building Department ame0 0-91M.13714.0 Page 2 In our opinion, the work inspected as referenced In our daily field reports was performed In general conformance with the approved plans. If you have questions or desire additional information, please call at your convenience. h KAKLAND_ MAINNOL11SHAREMORDPROC \yrojeatm1300od13714 Saooy Conairucion %ai $ir. m.00c SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report Sets 3 10/23/00 11/30/00 0- ` amee 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (206) 820 -4889 Fax (206) 821 -3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener Poggemeyer Design Group City of Tukwila FIELD DOCUMENT TRANSMITTAL Date: November 30, 2000 Project Number: 0-91M-13714-0 Project Name: Intergate West Project Manager: Tim Hyden Permit No.: attn: Robert Bourdages attn: Building Department Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE Mix and Field Data Time Cast Date: Placement: Strength (f'c): Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9081 A B C D Reviewed By Distribution 8.5 YDS 12:18 1:15 1:32 Client: Yes File: Yes ASTM -C39 10/23/2000 GENERATOR BUNKER P212 SOG. Required : 4000 psi @ 28 Days Date Age Date Rec'd Tested (days) 10/24/2000 10/30/2000 7 10/24/2000 11/20/2000 28 10/24/2000 11/20/2000 28 10/24/2000 Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: CHRIS HEIMBIGNER 340141 Actual CADMAN Slump (inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: 147 Unit Weight (pcf) ASTM C -138: 168299 Concrete Temp. ( °F): 67 Remarks: REFERENCE REPORT #7, SET 3. Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar amecti November 20, 2000 0-91M-13714-0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A 58 Snecs. 4 N/A N/A 50 -90 Ambient Temp. ( °F): N/A Weather: N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (lbs) (psi) Cure Req'd 12.56 59230 4720 CSP 118% 12.56 73960 5890 CSH 147% 12.56 74070 5900 CSP 147% HOLD SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Sets 1, 3 10/23- 10/04/00 11/17/00 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (208) 820 -4889 Fax (208) 821 -3914 Attn: Rich Gardener Poggemeyer Design Group City of Tukwila To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 FIELD DOCUMENT TRANSMITTAL Date: November 17, 2000 Project Number: 0-91M-13714-0 Project Name: Intergate West Project Manager: Tim Hyden Permit Noffik 000 =247 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Robert Bourdages attn: Building Department Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 10/23/2000 Placement: GENERATOR BUNKER P212 SOG. Strength (f c): Required : 4000 psi @ 28 Days Mix ID: 340141 Supplier: CADMAN Load #: - Truck #: 147 Ticket #: 168299 Plant #: - Batch Size: 8.5 YDS Water: - Admixture: - Time Batch Time: Sample Time: Finish Time: Test Result 12:18 1:15 1:32 Spec ID # ID Date Rec'd 9081 A 10/24/2000 B 10/24/2000 C 10/24/2000 D 10/24/2000 Date Age Tested (days) 10/30/2000 7 28 28 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Remarks: REFERENCE REPORT #7, SET 3. Nominal Specimen Size 4x8x0 Actual Area (sq in) 12.56 Compressive (ibs) 59230 Break Types -- (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By get Distribution Client: Yes File: Yes roducer: Yes Others: one Inspector: CHRIS HEIMBIGNER Strength (psi) 4720 October 30, 2000 0-91M-13714-0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Actual Specs. Slump (inches) ASTM C -143: 5 4 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 67 50 -90 Ambient Temp. ( °F): 58 N/A Weather: N/A AMEN Brk. Type/ % of Cure Req'd CSP 118% HOLD .w...�'.W..:.w:u.�..<•• , 1, w.. ui..'L'+iiul.r::N:'1YY.'s's�iL` Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/4/2000 Placement: FUEL TANK PAD. Strength (f'c): Required : 4000 Time Mix ID: 5508 Supplier: STONEWAY Load #: Truck #: 411 Ticket #: 167187 Plant #: Batch Size: 10 YDS Water: - Admixture: - Batch Time: Sample Time: 6:00 Finish Time: Test Result Spec ID # ID 8944 A B C D ASTM -C39 psi @ 28 5:29 Remarks: SLUMP OUT OF SPEC. REFERENCE REPORT #4, SET 1. Date Age Date Rec'd Tested (days) 10/5/2000 10/11/2000 7 10/5/2000 11/1/2000 28 10/5/2000 11/1/2000 28 10/5/2000 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Reviewed By Distribution Client: Yes File: Yes Days Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Producer: Yes Others: Contractor: Actual Area (sq in) Shear, (Sh) Shear, (Co) Columnar Inspector: MIKE McCOY amec' November 6, 2000 0 -91 M- 13714 -0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Actual Specs. Slump (inches) ASTM C -143: 5.5 4±1 Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 61 50 -90 Ambient Temp. ( °F): 53 N/A Weather: N/A Compressive Strength Brk. Type/ Y• of (Ibs) (psi) Cure Req'd 12.56 36720 2920 CSH 73% 12.56 56180 4470 CSH 112% 12.56 55530 4420 CSP 111% HOLD SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Sets 2 -3 10/12- 10/16/00 11/22/00 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (208) 820.4889 Fax (206) 821.3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener Poggemeyer Design Group City of Tukwila FIELD DOCUMENT TRANSMITTAL Date: November 22, 2000 Project Number: 0 -91 M- 13714 -0 Project Name: Intergate West Project Manager: Tim Hyden Permit No.: D2000 -247 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Robert Bourdages attn: Building Department Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. No Deficiencies Noted Field Report Transmittal Project Name: Intergate West Project Name: Intergate West Project Number: 0-91M-13714-0 Deficiency List Project 0-91M-13714-0 Page 4 Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/12/2000 Placement: EAST RETAINING WALL 1ST LIFT Strength (f c): Required : 4000 psi @ 28 Days Mix ID: 345163 Supplier: CADMAN Load #: Truck #: 148 Ticket #: 164991 Plant #: Batch Size: 9YDS Water: 5GALS Admixture: 0 Time Batch Time: 11:04 Sample Time: 11:35 Finish Time: 12:10 Test Result Spec Date Age ID # ID Date Rec'd Tested (days) 9010 A 10/13/2000 10/19/2000 7 B 10/13/2000 11/9/2000 28 C 10/13/2000 11/9/2000 28 D 10/13/2000 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Reviewed By Distribution Client: Yes File: Yes ASTM -C39 Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: DAVE SELANDER Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Shear, (Sh) Shear, (Co) Columnar Ambient Temp. ( °F): 65 Weather: CLOUDY ameco November 15, 2000 0-91M-13714-0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Actual 5.25" 71 Specs 4" 1" N/A N/A 50 -90 N/A Remarks: PLEASE NOTE SLUMP IS OUT OF SPECIFIED RANGE. REFERENCE REPORT #5 SET 2 Actual Area Compressive Strength Brk. Type! % of (sq in) (Ibs) (psi) Cure Req'd 12.56 72260 5750 SH 144% 12.56 84360 6720 SH 168% 12.57 83500 6650 CSH 166% HOLD f Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/16/2000 Placement: GENERATOR PAN. Strength (ft): Required : 4000 Mix ID: 340141 Supplier: CADMAN Load #: Truck #: 225 Ticket #: 166096 Plant #: Batch Size: 6 YDS Water: Admixture: Time Batch Time: 3:30 Sample Time: 4 :40 Finish Time: 5:00 Test Result Spec ID # ID 9024 A B C D Reviewed By Distribution Client: Yes File: Yes ASTM -C39 Date Age Date Recd Tested (days) 10/17/2000 10/23/2000 7 10/17/2000 11/13/2000 28 10/17/2000 56 10/17/2000 56 psi © 28 Days Nominal Specimen Size 6x12x0 6x12x0 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Pro • cer: Yes Others: November 15, 2000 0 -91 M- 13714 -0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Inspector: TRACY WATSON Actual Specs. Slump (inches) ASTM C -143: 4 4±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 70 50 -90 Ambient Temp. ( °F): 58 Weather: N/A Remarks: LOW 28 DAY BREAK. REFERENCE REPORT #6, SET 3. Actual Area Compressive Strength (sq in) (Ibs) (psi) 28.27 99470 3520 28.27 111850 3960 ameco N/A Brk. Type/ % of Cure Req'd 88% SH 99% �6 IN CONFORMARCE ECI!►CPI I JPr SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report Set 3 10/16/00 12/22/00 amecO 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (208) 820.4669 Fax (206) 821 -3914 To: Sabey Construction 12101 Tukwila International Blvd Tukwila, WA 98168 Attn: Rich Gardener Poggemeyer Design Group City of Tukwila FIELD DOCUMENT TRANSMITTAL Date: December 22, 2000 Project Number: 0-91M-13714-0 Project Name: Intergate West Project pager: im HXden Permit No.: D2000 -247 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Robert Bourdages attn: Building Department L� Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: RICH GARDNER Specimen Type: CONCRETE Time Test Result Mix ID: 340141 Supplier: CADMAN Load #: Truck #: 225 Ticket #: 166096 Plant #: Batch Size: 6 YDS Water: Admixture: Batch Time: Sample Time: Finish Time: Spec ID # ID 9024 A B C D Distribution 3:30 4:40 5:00 Client: Yes File: Yes ASTM -C39 Mix and Field Data Cast Date: 10/16/00 Placement: GENERATOR PAN. Strength (f c): Required : 4000 psi @ 28 Days Date Age Date Rec'd Tested (days) 10/17/00 10/23/00 7 10/17/00 11/13/00 28 10/17/00 12/11/00 56 10/17/00 12/11/00 56 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By 13(ect.l. Producer: Yes Others: Inspector: TRACY WATSON Actual Area Comptessive Strength (sq in) (Ibs) (psi) 28.27 99470 3520 28.27 111850 3960 28.27 125800 4450 28.27 129520 4580 ame& December 12, 2000 0 -91 M- 13714 -0 INTERGATE WEST 12202 INTERNATIONAL BLVD N/A TIMOTHY R. HYDEN N/A N/A N/A Actual Specs. Slump (inches) ASTM C -143: 4 4±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 70 50 -90 Ambient Temp. ( °F): 58 N/A Weather: N/A Remarks: LOW 28 DAY BREAK. REFERENCE REPORT #6, SET 3. Brk. Type/ % of Cure Req'd 88% SH 99% CSP 111% CSP 115% November 9, 2000 0 -91 M- 13714 -0 Sabey Construction, Ind. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Attention: Subject: Mr. Dave Leng Final Summary of Special Inspections and Materials Testing Building PermitD 7 Net Stream Tenant Improvements Tukwila, Washington 1. Concrete Reinforcement 2. Concrete Placement 3. Structural Steel Erection 4. High Strength Bolting 5. Welding 6. Metal Decking 7. Shear Studs AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820.4669 Fax (425) 821 -3914 www.amec.com REC EIVED NOV 13 2000 DEVEL�OPME T acne Phone: (206) 277 -5204 Fax: (206) 281 -0920 Dear Mr. Leng: AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter as our final summary of special inspections for the above - referenced project. AGRA performed inspections as requested and scheduled by representatives of your firm. The details of our inspections are described by Daily Field Reports 1 through 7. These reports, copies of which have been previously distributed, form the basis for this final summary of our inspections. In accordance with the Uniform Building Code and project requirements, AMEC performed inspections for the following: \KIRKLANO MAIN \vOL1\ SHARED \WORDPROC \Protects \13000s \13 Sabey ConstructioMNet Stream am Sabey Construction, Inc. November 9, 2000 In our opinion, the work inspected as referenced in our daily field reports was performed in general conformance with the approved plans. If you have questions or desire additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. Timothy Associate en S. Sahi, P. Associate TRH /KSS /jdp Distribution: Sabey Construction Poggemeyer Design Group City of Tukwila ame attn: Rich Gardener attn: Robert Bourdages attn: Building Department 0-91M-13714-0 Page 2 \\ KIRKLAND _MAIN1vOL11SHAREDIWORDPROC \_Projects \130005113714 Sabey Construction Net Stream acc August 27, 2001 Dear Mr. Lund: City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Haynes Lund 12201 Tukwila International Boulevard Tukwila, WA 98168 RE: Permit Status D2000 -247 12101 Tukwila International Boulevard In reviewing our current permit files, it appears that your permit for construction within an existing core and shell to provide office and equipment space for public utility company, issued on September 8, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision 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 for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, �.L Stefania Spencer Permit Technician Xc: Permit File No. 1)2000 -247 Duane Griffin. Building Official Steven M. Mullet, Mayor 6300 Southcentc;r Boulevard, Suite 1/100 • "1'uktvila, Washington 98/88 • !'/lone: 206 - 431.3670 • Fax: 206.431.3665 August 2, 2000 Nora Gierloff Associate Planner Dept of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Tenant Improvements for Netstream at 12101 Tukwila International Boulevard Permit Application #D2000 -247 Dear Nora: We are submitting to the Permit Center today revised drawings for the above referenced project. Sheet G0.0 is revised and re- submitted. The revisions include clarifying the area of the project, the description of the scope of work, and the Drawing Index. You will note that the work for the emergency power generator for this tenant is not included in this project. That work will be covered by a separate permit application. Sheet A1.1 is a new sheet showing the site plan for this project. Sheet A5.0 is a new sheet showing the building elevations. The only changes to the exterior of the building for this project is the relocation of the rooftop screen wall. These drawings should resolve the question raised by Ken Nelsen and your questions 2. and 3. from the Letter of Incomplete Application #1 on this project. Your question 1., regarding the noise level from the rooftop HVAC equipment, is under investigation. Our acoustical engineer is still preparing his report. We will submit additional drawings showing the changes required to meet the Tukwila Noise Ordinance, if any, at a later time. These units are similar to ones that have been installed on other buildings on this site and we have met the noise criteria for those installations. We hope this information is satisfactory to allow your office to proceed with the building permit review for this project. Please let me know if you have any problems or require any further information. Sincerel SABEY CORPORATION Haynes Lund, AIA As agent for International Gateway West LLC CC: File Inc. Li" 44- REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 RECEIVED CITY OF TUKINILA AUG - 2 2000 PERMIT CENTER 206/ 281 -8700 main line 206/ 282 -9951 fax line www,sabey.com S:1 Intergtel Bldg_CWetstreamltukw02Aug00.doc July 27, 2000 Haynes Lund 12201 Tukwila International Bl Seattle, WA 98168 Dear Mr. Lund: Brenda Permit Coordinator encl File: Permit File No. D2000 -247 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -247 Netstream 12101 Tukwila International Bl This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 26, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: 1. Provide a site plan dimensioned and drawn to scale. Planning Division: Nora Gierloff, Associate Planner, at (206) 431 -3141, if you have any questions regarding the attached. Steven M. Mullet, Mayor 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. tie'ii.rrnlJ` :k�::urrcV.SL..✓Fa.- ..n.e.::iY� 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 ►Pill 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. Sin erely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D2000 -247 XX Original Plan Submittal DATE: 7 -26 -2000 PROJECT NAME: NETSTREAM SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B,uilding Division dot e 1 -23-co Public Works DETERMINATION OF COMPLETENESS: (Tues., Thu Complete Incomplete Comments: k4 w , l ( WtOag c� 1 - 2 1 'W TUES /THU ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: V1UCOUI1 .1)IS srr1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention A c- 61-0, 4,S tructural S�✓�LG-Eu r4 L O0.hs Structural Review Required Approved with Conditions Approved with Conditions s.) PI nning Division d 1 - 21 - ° Permit Coordinator 'Tammy '6 4Cs 4L DUE DATE: 7 -27 -2000 Not Applicable U No further Review Required n DATE: DUE DATE 8 -24 -2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -247 DATE: 8 -2 -2000 PROJECT NAME: NETSTREAM SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: .`'' N Building Division X Fire Prevention JX1 PI nning Division Avg. & -2Zto SIX, Q, tj-a) 04,429 Public Works y Structural II Permit Coordinator atimi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: DUE DATE 8-31 -2000 Approved n Approved with Conditions Not Approved (attach comments) Li REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) 'MNOlIIt.I)OC srrl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required DUE DATE: 8- 3-2000 Not Applicable n No further Review Required DATE: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: 1 " 0 co o w= JF ; CD IL. w Se a = w _ =so 0 ; Z 2 U � � I o � w uu -O • Z U co 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: Cat 00 • Response to Incomplete Letter # 1 O Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check /Permit Number: D2000-247 Project Name: NETSTREAM Project Address: 12101 Tukwila International B1 Contact Person: Haynes Lund Phone Number: MD 'Z11- 5219 Summary of Revision: SNere"r 1) 0 J Cove'K. 14e9 r RIVASErD -rte GLAitIFY vezaerCr4' $C.9PB A#.I TO uebA rs 1DRAAWt•tcx- h.)DWC. I.1v4 SHArErr MI 15 4Deb - srWc4 St-r+!s PLAia. Aierw ,.4.0 s 154 oQa - ro S HOW ' x91 LDinJ c 8La C'VA'tioN'S h+JD c.k4NG es -r0 izee MOON ' t - ab ‘vc.ega►► w mac.. Sheet Number(s): r O. 0 • ; A 4 , 0 RECEIVha CITY OF TUKWIIA AUG - 2 2000 PERMIT CENTER "C loud" or highlight all areas of revision inbhuling date of revision Received at the City of Tukwila Permit Center by: hkdtt'/r (X] Entered in Sierra on '(31) 07/27/00 Nu„ W 0 LL. < cp. 3 UJ 0 w w 1- -- . . z . o ~ Z City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -247 (512) August 1, 2000 Re: Netstream - 12101 Tukwila Intl. Blvd., Suite #400 Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 W W ` . W u W 0 : g J 2 j 0 W H V: U. O C Z 0 :4r O ,Z Guy of Tukwila Fire Department Page number 2 Steven M Mullet, Mayor Thomas P. Keefe, Fire Chief bulbs working at all times. (UBC 1003.2.8.4) 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 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 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. (UFC 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 x+��aa�s�*Rrra!x ft . Ili C.) Q Co ! CO .1J3 w CO U- w 0' u.a co 1: z ' f-; 2 j off' A 1-r u i 0 w z ;. 0 City of Tukwila Fire Department r w ! gg �; Page number 3 o co G v� w co LL? w u. (n � ' ' . Contact The Tukwila Fire Prevention Bureau to witness --0 P- required inspections and tests. (UFC 10.503) (City Ordinance #1742) ? p 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions o `' may require relocating and /or adding automatic fire 0 detectors. - w 5. All new fire alarm systems or modifications to = v existing systems shall have the written approval of The LL Tukwila Fire Prevention Bureau. No work shall commence --0' ,. until a fire department permit has been obtained. (City we) Ordinance #1742) (UFC 1001.3) P i Call the Tukwila Fire Department at 575 -4407 for z 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) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 7. Required fire resistive construction, includin 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) Ordinance #1742) Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.575.4439 VS, i .4H3:.+w:s aw 4414a ..41314. aVabo ^e7�.�:�a• ^ *5.., .; .Tha kii:&, ,tw.A, City of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 4 When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 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 The Tukwila Fire Prevenrion Bureau Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206.575 -4439 F625.052.000 (8/97) F625.052.00fl (8i97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . ,EX ;DATE ?; ,; CC0 BABEYCIO33KM '12/31 EFFECTIVE • t0,5/14/1997' SABEY•CONSTRUCTION INC . 101 ELLIOTT AVE W STE 330 SEATTLE WA 98119 Detach And Display Certificate SABEY.CONSTRUCTION INC 101 ELLIOTT AVE W STE 330 SEATTLE WA -98119 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SABEYCI033KM 12/31/2000 EFFECTIVE';DATE 05/14/1997 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold U) OD 0 CD BLDG BLK'G BM B/6 BSMT CA5 CIRC CLR CLG CLOS CCP COL COWL CONST CONT CENTR COORD CPT CT DET D1A DIM ON DR DO EA EL ELEC ELEV EQ EXIST FIN FLIT FLUOR FOIC FT FTIC FURN GA GALV GL ewe HCW HD HOW HOR HM HT HVAC IN INCAN INCL INSTL INSTL JB JT • s • • 0 r e • • . • • • Abbreviations AC Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable /Adjacent 0 ALT', Alternate ▪ ALUM Aluminum Cl MOD Anodized r APPROX'. Approximately 0 ARCH ArchltecturaI e At Building Blocking Beam Building Standard Basement Cabinet Circulation Clear or Clearance Ceiling Center Line Closet Contract Change Proposal Column Concrete Construction Continuous Contractor Coordinate Carpet Ceramic Tile Detail Diameter Dimension Down • Door Drawing East Each Elevation (Height) Electric Elevation (View) Elevator Equa l Existing Finish Floor Fluorescent Furnished by Owner, Installed by Contractor Foot/Feet Furnished by Tenant, Installed b y Contractor Furnish Furnishings Gauge Galvanized Glass /Glazing Gypsum Wall Board Hollow Core Wood Hard Hardware Horizontal hollow Metal height Heating Ventilation and Air Conditioning Inch Incandescent Include Insulation Installation J:xlction Box Joint KIT Kitchen LAM LF LTG MAT MAX MECH MED MEZZ MFR MISC MID MTL N/A SIC NL NO NOM NON COMB Non Combustible NTS Not. to Scale OC OPNG OPP ORIG PERM PERP S P -LAM FWD POL PR PT R RB REFS RE INF RIGID REv RM R0 SCHED SCW SEAL SECT SHT SIM 5M SQ STD 5TL SIG SUSP Laminate Lineal Feet Lighting Material.. Maximum Mechanical Medium Mezzanine Manufacturer Miscellaneous Mounted Material/Metal North Not Applicable Not in Contract NIGHT LIGHT Numbs Nominal Radius SJbbs Base Refrigerator Reinforcing Required Revision Room Rough Opening South Schedule Solid Core Wood Sealant Section Sheet Similar Sheet Metal Square Standard Steel Storage Suspended TEL Telephone TEMP Tempered THERMO Thermostat TYP Typical UNC VAR vCT VEN VERT UJ W/' W /0' WC WD on Center Opening Opposite Original Permanent Perpendicular Plate or Property Lire Plastic Laminate Plywood Polished Pair Paint Unless noted otherwise Varies Vinyl Composition Tile Veneer Vertica WestreiatteUldth With Witho: Wa l lcc vering Wood Vicinity 'M p serer Symbols CD - - GOD LINE DETAIL INDICATOR ELEVATION INDICATOR d 12' TYP. DOOR NUMBER Legal Description ! Exm GEN • NET 130001 SECTION INDICATOR HALL ROOM NAME ROOM MEMBER RILL PE161-IT RELIIE PARTIAL HEIGHT 5617E INTERiATE BEST NEW LOT 7 COMMENCING AT A POINT IL THE NORTH LINE THE SOUTHEAST QUARTER OF SECTION LTION 9 TOWNSHIP 3 2 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON THAT IS S 8416'35' E 10000 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER IT SAID SOUTHEAST QUARTER; THENCE S 2413'53' E 567.42 FEET TO THE TRUE POINT OF BEGINNING) THENCE N 66'35'01' E 12047 FEET, THENCE N 20'23'23' V 27.58 FEET) THENCE N 65'32'34' E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT-0F VAT LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST. TO JCT. S.SN, NO, I -K APPROVED JULY 23, 19571 THENCE FOLLOWING SAID WESTERLY RIGHT -OE -WAY LINE S 24'27'26' £ 110.84 FEET, THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINEN 65'32'34' E 10.00 FEET) THENCE FOLLOWING SAID WESTEKY RIGHT -OF -WAY LINE S 24 E 20000 FEET) THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINEN 65'32'34' E 2000 FEET) THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINES 24'27'26' E 126.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OE -WAY LINE ALONG THE ARC OF A 280500 -FOUT RADIUS NON-TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 65'32'34' V), THROUGH A CENTRAL ANGLE OF 012'18' A DISTANCE OF 10.03 FEET; THENCE S 65'30'25' V 199.33 FEET, THENCE S 22'47'01' V 2144 FEET; THENCE S 63'32'48' V 62.13 FEET; THENCE 'S 6J'4687' ..W 58./7 FEET, THENCE 24'13'53' V 402.19 FEET THE TRUE POINT OE BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 129,298 SQUARE FEET LIE LAND MORE OR LESS. D2000 -247 EXPIRED General Notes I. CODES A. ALL W0RK 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 THE REQUI(EMENTS OF TH5 LAWS OR ORDINANCES, THE LAWS OR ORDNANCE-5 SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 2. THE DRAWINGS AND SPECIFICATIONS' !� A. PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO. +. THESE DRAWINGS:. THE CONTRACTOR SFF4ALL.COORDWt4TE THE WOO: OF EACH CONSULTING ENGINEER 511114 THESE DRAWINGS AND TFIE TENANT IMPROVEMENT SPECIFICATIONS AND SMALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES IGTH A WRITTEN REGIEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH',THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY TFE CONTRACTOR AT NO EXPENSE TO THE OWNER TENANT OR THE ARCHITECT. 3. DIMENSIONS A ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE SIT WITHOUT GUARANTEE OF ACCURACY. TFE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND 015915IONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AREC1ED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CENTER LINE OF COLUMNS C. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE - SALF (4 I/29 INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. D. LOCATE PARTITIONS THAT ARE NOT DT1ENS)OTED, FLUSH AND SQUARE WITH THE EXISTING STRICTURE OR ON THE CENTERLINE OF A WI NDOWJ MULLION AS WOOL 4: SNOT SCALE DRAWINGS A. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FUND. 5. ABBREVIATIONS A. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS SUCH ARE IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COhF'LETE OR REPRESENTATIVE GE CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 6. COORDINATION ' A. THE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE SHIP TFE DRAWIY35 AND SPECIFICATIONS. 1. FIRE PROTECTION A IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL FOIEIRATION OF RRE RATED ELEMENTS AS REQUIRED BY THE COVERING AUTHORITY - 8. GENERAL CONSTRICTION TION A THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS iG STRUCTITRAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO DRILLING OR OUTING OF .....SLABS OR STR[ICTURAL MEMBERS. NOTIFY, THE ARCHITECT OF ANT CONFLICTS PRIOR TO BEGINNING WORK. B: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROvIDWYG WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C ALL CONSTRICTION SHALL BE STABILIZED AGAINST LATERAL mover `ST IN ACCORDANCE WITH TFE REQUIREMENTS OF. THE LATEST ADOPTED EDITION OF THE MC NN TFE LOCAL JIJRISDICT10N: D. MECHANICAL, ELECTRICAL, VERTICAL T R A N S P O R T A T I O N AND. SPRINNQ -FR W ORK 51-141_1_ BE CONDUCTED UNDER SEPARATE PERMIT. 9 MECHANICAL NOTES " A. THE HVAC SYSTEM. SHALL' COMPLY WITH ALL APPLICABLE CODES_ B. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR.MECM4NICAL EQUIPMENT WITH MECHANICAL DRAWING AS WELL AS SAO' ORM/M GS BEFOfT PROCEEO WIC -111114 THE WORK C. THE CONTRACTOR SHALL PROVIDE BALANCING AND REPORTS BY NDBEENDENT. BALANCING CONTRACTOR 10 LANDLORD'S COVER SHEET A. LANDLORD'S COVER SHEET 15 CONSIDERED AS AT -NEW TO DRt1115NG AND SF£CIRCATIONI, AND WITHIN SCOPE OF CONTRACTORS 1106K CONTRACTOR SUB. CONTRACTORS 4 E./FEVERS TO ASIDE WITH ALL RULES G REGULATIONS THEREIN Code Notes 1. Exiting The Equipment Rooms are storage moms for switchgear. Occupant Load Factor - 1 person per 300 SF. Room is a building equipment room that is not normally occupied Office . areas ='1 person per SOD SF. Room = 1 person per 15 SF.', [Table 10 -A] Based on the occupant load,'' no roam will require, more than I exit' [Table 10-A] Per Section .1004.2.2, all rooms except the Conference Roam can exit through more than 1 adjoining roam. This project includes construction of a 1 hour rated corridor connecting the two exit stairs- Al ! Equipment Rooms .. and the Office area exit directly to this corridor. The Battery Conference 2. DOORS: All doors meet the requirements of Section 1003.3.1, except Door 421.1 In to the Battery Room. This door does not meet the landing requirements of SectionitT3.3_1.6,. but it meets the requirements of Exception 2. under this section. 3. ACCESSIBILITY: All spaces in this project', meet the requirements of WAC 51 -40, except for Room 421, Battery Room. This room is not normally occupied, and the only activity in the room is the repair and replacement of batteries which cannot be performed by persons i n wheelchairs. 4. DISTANCE TO EXITS: Per Section 1002.2.5, the maximum travel distance to the nearest exit is 250 feet rn o sprmklered building. The travel distance can be increased uup to an additional 100 feet because the last portion of the exit access occurs within a corridor. The maximum distance to an exit in this project is less than 200 feet. 5. HAZARDOUS MATERIALS: Room 421 Battery Raom, will house battery racks for the stand -by power system. These batteries contain sulfuric acid, a corrosive liquid. UBC Section 307.1 defines Group H Division 7 occupancies as containing health hazards including corrosives. This section specifically exempts stationary lead -acid battery systems Table 3 -E, which defines the exempt amount of corrosive liquid allowed within a Control Area. states that lead -acid battery systems are governed by the Fire Code. [Footnote TD.] Article 64 of the 1997 Uniform Fire Code governs Stationary Lead -Acid Battery Systems. It applies to all systems where the liquid capacity exceeds 100. gallons. Each room listed above will have more than 100 gallons of electrolyte. Section 6401 further stipulates that individual batteries exceeding 20 gallons of corrosive liquid must comply with Article 80: No battery in these rooms will exceed. 20 gellons of electrolyte_ The, following requirements from Article 64 apply to. These rooms:.' a. Batteries must have safety ting caps' [64042]' b. The room mu be separated from adjacent spaces by a 1 hour Occupancy separation .[6404.3] c. 5011 control must be provided for each rack of batteries which is 4'.. high and extends '.1' beyond the bat all directions [6404.4] ' d. A.method of neutralizing a spill from the largest battery must '. be provided. [6404:5] e Continuous ventilation shall be provided at a'. rate of 1 cu ft per minute per square foot of the floor area of the room. [64046] ' ' t Warning signs must be', provided on doors entering the battery room [6404.7] g. The battery system must be braced to meet seismic zone 3 [6404.8] Smoke detection must be provided [6404.8] Project Data PRONE NAME TENANT IMPROVEMENT FOR NETSTREAM at INTERGATE WEST 12101 TUKWILA INTERNATIONAL BOULEVARD TIJYJDILA WASHINGTON,' 98165 ' DESIGN CODES 1591 UBC, 1551 UPC, 155111 1991 OFC, 1993 NEC 1994 WASHINGTON STATE ENERGY CODE (WAC 51 -II) 1995 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES OR DESIGN (SAC 51 -30) (As adopted by the city of Tukwila, WAJ • Tenant Improvements to an existing Shell t Core to provide officz and equipment space for a public utility company. Scope of work Includes an equipment area to be built In 3 phases, and an office /conference room area. The occupied space mill all be on Floor F4. The project includes new a ir Fondling units on the roof which will require the relocation and extension of the roof top screen wall. The work to provide an emergency power diesel generator on Floor P2 for this tenant will be submitted under a separate permit. application. Descri Project Team ARCHITECT: MECHANICAL ENGINEER: SABEY ARCHITECTURE' McYJNSTRY CO . 12301 TUKWILA INTERNATIONAL BLVD. 5005 3RD AVENUE SO.. FOURTH FLOOR POST OFFICE. BOX 24561 SEATTLE, 1114 9816H -5121 SEATTLE; WA 98101 -1553 TEL: (206)211-5219 TEL (206) 661 -0555 FAX :' (206) 281 -0920 FAX: (2067661 -0554 CONTACT: HAI NE5 LUND CONTACT: CHUCK LEE TENANT: CONTRACTOR: NETSTREAM SABET CONSTRUCTION, INC. 11211 SLATER AVE, SUITE 150 12201 TUKWILA INTERNATIONAL BLVD. KIRKLAND WA 50033 "FOURTH FLOOR SEATTLE, WA 98I68-5121 TEL• (425) 516 -9126 FAX (425) 516 =0428 TEL (206) 281 -4200 CONTACT: TERI FRANCIS FAX (206) 201 -0920 CONTACT: DIUNCAN EIDER STRUCTURAL ENGIKER: ELECTRICAL_ CONTRACTOR: POGGGEF'EYER DESON GROUP VELA ELECTRIC 512 51X11-1 STREET; SUITE 202 5614171 5. KIRKLAND, WA 95033. SEATTLE, WA 95105 -2644 TEL (425) 521 -5995. TEL (206) 436 -5200 FAX (425) 825 -4550 CONTACT BOB WITTY CONTACT :ROBERT 50URDAGES MECHANICAL CONTRACTOR: ELECTRICAL ENGINEER: MdoNSTRY CO. _ 5005 3RD AVENUE 50. SPING INC 120 OLIVE WIT, all TE. POST OFFICE BOX 24561 SEATTLE, WA 98101 -1853 SEATTLE, WA 99101 -1853 TEL (206) 551-0555 TEL:. (206) 551 -0555 FAX (206) 651 -0554 FAX (2051 661 -0554 CONTACT TIMOTI -TY JAVOF CONTACT: DAVE 1101LE 421 A22 430 4441 A60 ASO A90 Building Data ADDRESS 121 I illa International Blvd. Tukwila, Washington 951,5 IN GATEWAY WEST'LLC. 12201 TUKWILA INTERNATIONAL BLVD.. FOURTH FLOOR SEATTLE, IAA 98168 -5121 TEL (206) 281 -H100 CONTACT: LAURQNT POOLE Index of Drawin _ s ARCHI MECHANICAL G0 GENERAL TFORIATICN, PROJECT DATA, NOTES Mao 101RT14 FLOOR HVAC FLAN G03 LANDLORD'S COVER SHEET 410 SPECIFICATIONS Ail SITE PLAN STRUCTURAL 51 GENIERAL NOTES. 52 FOURTH FLOOR PLAN S3 ROOF PLAN 54 ROOF DETAILS' 55 FLOOR DETAILS SEPARATE PERMIT RE (SIRED FOR 5CHANICAL. ®/ CTRICAL PLUMBING 0 GAS PiPING CITY OF TUKWILA BUILDING DIVISION j tion of Work FLOOR F4 PLAN, 5N1514 SCHEDULE ROOF PLAN, KEYNOTES RELECTED a16143 PLAN, CEILI1* DETAILS BUILO % ELEVATIONS BUIL DTY SECTIONS PARTITION SCHEDULE, WALL DETAILS DOOR t HARDWARE SCHEDULES, DOOR DETAILS OCCUPANCY O r rt B, OFFICE, OVER TYPE 5 -I, PARKING STRUCTURE CONSTRUCTION TYPE OFFICE BUILDin& TYPE 2,1 HOUR, FULLY SFRJtKLERED, WITH SPRINKLERS SUBSTIMING FOR I- 1N011R PROTECTION ON STRICTURE. lEnd. l t' ttI PARKING STRICTURE: TYPE I CONSTRICTION, BILLY SPRINKLERED M35 ROOF STAG PLAN ELECTRICAL E01 EU ELI E22 E23 TO E41 ES) EST Ell EN) 59.1 ET03 ET02 ELECTRCAL SYMBOLS t ABREVIATICN5 FOURTH LEVEL' LIGHTING PLAN FOURTH LEVEL POWER FLAN -. _ __ ENILAFGED PLAN - MUSE ENLARGED PLAN - PHASE 2 MIRTH LEVEL SYSTEMS PLAN FO5112114 LEVEL CABLE TRAY FLAN FOURTH LEVEL MECHANICAL RATER PLAN 1- 15TH LEVEL 500)4055 PLAN ROOF PLAN STAND -BY POWER RISER DIAGRAM GR I DIVING RISER DIAGRAM DETAILS. 00410. SPATE a CONENLTANTS NO CHANGES THE SCOP. OF W'RK w(SHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: PEVf9Nt AND MAY I55LIJ0E AOOIT1ONAL PLAN REVIEW FEES ARCHITECTURE Permit Correct. 0/2/00 REVISIONS ISemm DATE PERMIT SIEVITTAL 0V26/00 ckawings th v a and d material appsIDiq -Wg Cam 1f in n mat es* oF an a uto and the saw ass not be aphcatect used or disclosed ulfhouH. Nn mitten concert of the babes C..pcsetma tenant Improvement Par NetStr a NET a at Intergate (test 12101'Tuksuna International Blvd RrkWJrla, WA DRAWING TITLE: COVER SI -IEET AUG - ? PROGRESSJDATE: 06/22 �tno. FILE PLOT: PROJECT EUNEER: 00- -25 DRAWN BY: bob CFI ECoD BY: JL APPROVED BY R OF CITY A. INTRODUCTION THIS DOCUMENT IS TO BE USED AS AN OUTLINE TO ESTABLISH THE GENERAL RULES AND CONDITIONS TO BE APPLIED FOR ANY AND ALL CONTRACTORS AND OR SUPPLIERS WORKING IN OR ABOUT THE BUILDING AND OR PREMISES IN WHICH THE ATTACHED SCOPE OF WORK IS SCHEDULED TA BE PERFORMED. THE ATTACHED GENERAL RULES AND CONDITIONS ARE TO BE USED AS A GUIDELINE AND MAY BE SUBJECT TO CHANGE AT THE DIRECTION OF THE LANDLORD. IN THE EVENT THERE IS A CONFLICT BETWEEN AND OF THESE GENERAL RULES AND CONDITIONS AND THE LEASE, THE LEASE WILL PREVAIL. co B. PRECONSTRUCTION MEETING PRIOR TO TENANT'S COMMENCEMENT OF CONSTRUCTION, TENANT SHALL CONTACT THE LANDLORD'S REPRESENTATIVE TO SCHEDULE A MANDATORY PRECONSTRUCTION MEETING WITH TENANT'S CONTRACTOR. THIS MEETING S.!ALL TAKE PLACE IN TENANT'S SPACE. REFER TO RIGHT HAND COLUMN OF THIS SHEET, "PRECONSTRUCTION MEETING ". C. CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT TENANTS CONTRACTOR SHALL PAY LANDLORD, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A CASH DEPOSIT IN AN AMOUNT TO BE DETERMINED BY LANDLORD, TO APPLY TOWARD REPAIR OF ANY DAMAGE BY TENANT'S CONTRACTOR TO LANDLORD'S PROPERTY, JANITORIAL SERVICES REQUIRED. DOE TO CONTRACTOR'S NON- CONFORMING HOUSEKEEPING, AND /OR COMPLETION OF PUNCH LIST ITEMS NOT COMPLETED BY TENANT'S CONTRACTOR. ANY UNUSED PORTION OF FUNDS SHALL BE REFUNDED TO THE CONTRACTOR. D. TENANT'S CONTRACTORS AND SUPPLIERS 1 TENANT'S CONTRACTOR MUST BE ON SITE AT ALL TIMES TO SUPERVISE SUBCONTRACTOR'S WORK IN TENANT SPACE. 2. TENANT'S CONTRACTOR MUST PROVIDE LANDLORD WITH A SUBCONTRACTOR LIST PRIOR TO, OR 'AT THE PRECONSTRUCTION MEETING' LANDLORD RESERVES', - DIE RIGHT TO APPROVE ALL CONTRACTORS AND SUPPLIERS. 3. IN THE EVENT THAT TENANT'S CONTRACTOR VIOLATES ANY OF THE LANDLORD'S STANDARDS AS STIPULATED IN THESE GENERAL CONDITIONS, SHE REQUIREMENTS OF THE LEASE, OR BECOMES INVOLVED IN A LABOR DISPUTE, THEN LANDLORD, AT ITS SOLE DISCRETION, MAY ORDER TENANT'S CONTRACTOR OR SUB CONTRACTORS TO CEASE WORK, AND TO REMOVE ITSELF, OS EQUIPMENT AND ITS EMPLOYEES, FROM LANDLORD'S PROPERTY UPON 24 HOURS WRITTEN NOTICE. 4. CERTAIN CONSTRUCTON ACTIVITIES WHICH AFFECT LIFE SAFETY OR THE WARRANTIES OR INTEGRITY OF LANDLORD'S PROPERTY, SHALL BE PERFORMED BY LANDLORD'S APPROVED CONTRACTORS, AT TENANTS EXPENSE TENANT OR TENANT'S GENERAL CONTRACTOR MUST CONTRACT DIRECTLY WITH LANDLORD'S CONTRACTOR. THE LANDLORD'S REPRESENTATIVE WILL ASSIST TENANT WITH THE COORDINATION OF THESE ITEMS AS NECESSARY. THESE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. PENETRATIONS OR MODIFICATIONS TO EXTERIOR WALLS OR GLAZING. B. ROOF PENETRATIONS, MODIFICATION OR REPAIR. C. ANY CORE DRILLING OR PENETRATIONS OF POST - TENSION REINFORCED FLOOR SLABS. D. MODIFICATIONS TO THE MECHANICAL SYSTEM CONTROLS. E. INSTALLATION OF AND ALTERATIONS TO THE FRE MONITOR SYSTEM (SMOKE DETECTOR). F. SHUTDOWN OF LANDLORD SYSTEMS TO ACCOMMODAE TENANT WORK. 5. ON -SITE PARKING FOR TENANT'S CONTRACTORS & SUPPLIERS, IF AVAILABLE, MUST BE APPROVED BY LANDLORD'S REPRESENTATIVE. PARKING MAY BE SUBJECT TO A RENTAL FEE. E SPACE ACCEPTANCE BY TENANT BY OCCUPYING THE DESIGNATED SPACE FOR CONSTRUCTION, TENANT SHAH BE DEEMED -0 HAVE ACCEPTED THE PREMISES "AS -IS ", HAVE ACKNOWLEDGED THAT LANDLORD HAS COMPLETED THE WORK REQUIRED OF IT PURSUANT TO THE LEASE, AND HAVE AGREED THAT LANDLORD IS NOT THEN IN DEFAULT IN ANY OF ITS OBLIGATIONS UNDER THE LEASE UNLESS AGREED TO MARKETING BY LANDLORD'S REPRESENTATIVE AND TENANT /TENANT CONTRACTOR. F. WORK SCHEDULING ANY WORK THAT CREATES EXCESSIVE NOISE, VIBRATION, NOXIOUS FUMES, DUST AND ODORS, MUST BE SCHEDULED OUTSIDE OF THE BUILDING OPERATING HOURS. THE LANDLORD'S REPRESENTATIVE SHALL BE OVEN 24 HOURS OF SUCH OFF -HOURS CONSTRUCTION & RESERVES THE RIGHT TO APPROVE OR DECLINE SUCH REQUEST. BUILDING SECURITY MAY REQUIRRIGN -IN /SIGN -OUT OF ALL PERSONS WORKING CONSTRUCTION. TENANT'S CONTRACTOR SHALL PERFORM WORK IN A MANNER WHICH CAUSES NO INTERFERENCE WITH OTHER TENANTS OR LANDLORD. TENANT'S WORK SHALL BE CLOSELY MONITORED BY LANDLORD'S REPRESENTATIVES. G. CONSTRUCTION UTILITIES CHARGE IT IS AGREED AND UNDERSTOOD THAT THE UTILITIES SERVICING THE PREMISES MAY NEED TO BE SEPARATELY MOIRES AS PER THE TERMS OF THE LEASE. IN THE EVENT THE UTILITIES ARE NOT CURRENTLY SEPARATELY METERED AND THE COST OF UTILITIES, PER THE LEASE, ARE TO BE A DIRECT COST OF THE TENANTS. AN ESTIMATED PER DAY CHARGE WILL BE ASSESSED BY THE LANDLORD TO THE TENANT DURING THE BUILD -OUT AND CONSTRUCTION PHASE OR UNTIL SUCH THE AS A PERMANENT METERING DEVISE IS INSTALLED AND TRANSFERRED INTO THE 'FURTHERMORE IF TENANT HAS RECEIVED TtNANTB NAME. LA NDLORD'S PERMISSION TO OCCUPY THE PREMISES EARLY TO PERFORM CONSTRUCTION ACTIVITY, AN ESTIMATE FOR UTILITIES MAY BE ASSESSED ON PER DAY' BASIS DURING THIS EARLY OCCUPANCY PERIOD. H. MODIFICATION TO EXISTING FACIUTES 1. ANY MODIFICATION, INCLUDING INCIDENTAL SAW CUTTING OR CORE DRILLING 10 LANDLORD'S FACILITIES OR BUILDING NOT ON APPROVED PLANS, MUST RECEIVE THE PRIOR WRITTEN APPROVAL FROM THE TENANT COORDINATOR. SUCH MODIFICATIONS SHALL BE AT TENANT'S EXPENSE INCLUDING ANY DESIGN, ENGINEERING, PERMITS AND INSPECTION AS WELL AS ACTUAL CONSTRUCTION COSTS. COST OF SPRINKLER SYSTEM SHUTDOWN AND RECHARGING, 'AT A COST PER OCCURRENCE, SHALL BE AT TENAtTT'S E7XPENSE. GENERAL CONDITIONS FOR CONSTRUCTION H. MODIFICATION TO, EXISTING FACLRES CONTINUED: 2. LANDLORD', RESERVES THE RIGHT TO SALVAGE REMOVED EQUIPMENT AND MATERIALS NOT REUSED IN THE NEW CONSTRUCTION. ', CONTRACTOR IS TO COORDINATE WITH LANDLORD'S ON -SITE REPRESENTATIVE REGARDING MATERIALS TO BE SALVAGED. SALVAGEABLE MATERIALS MAY INCLUDE BUT ARE NOT UNITED TO: CASEWORK, CARPET, DOORS, RATITES, FRAMES, POWER PANELS AND SWDCHGEAR, ACHE FIXTURES AND HVAC EQUIPMENT, GRILLES AND REGISTERS. SUCH MATERIALS AND /OR EQUIPMENT WILL BE REMOVED BY TENANT'S CONTRACTOR IN A MANNER TO AVOID DAMAGE OR LOSS OF PARTS OR COMPONENTS, AND MOVED TO A LOCATION AS DIRECTED BY LANDLORD'S REPRESENTATIVE. ALL MATERIAL NOT SALVAGED OR REUSED IS TO BE REMOVED AND DISPOSED OFF -SITE IN A LAWFUL MANNER BY TENANT'S CONTRACTOR. 3. ALL DUCTS WHICH PENETRATE RATED WALLS, CEILINGS OR SHAFTS SHALL HAVE ARE DAMPERS WITH RATING EQUAL TO THE WALL OR CEIUNG WHICH IS PENETRATED. IF REQUIRED TO BE TED INTO BUILDING ARE PANEL LANDLCRD'S FIRE CONTROL CONTRACTOR SHALL BE USED FOR THE TIE -IN. 4. COMPLY WITH ALL REQUIREMENTS OF LOCAL CODES AND ORDINANCES FOR SUCH THINGS AS SEISMIC STABILITY, FIRE DAMP TEMPERATURE CONTROL, TIME CLOCKS, ETC. 5. ALL MECHANICAL WORK, EQUIPMENT, METHODS, CONTROLS, ETC. ARE TB BE COMPATIBLE & FULLY INTEGRATE WITH THE EXISTING BUILDING EQUIPMENT, SYSTEMS AND CONTROLS. ANY REQUIRED MODIFICATIONS TO BUILDING SYSTEMS WILL BE BY TENANT'S CONTRACTOR AT TENANT'S COST_. A. R. 10. 6. VERIFY THE CURRENT OPERATIONAL STATUS OF ALL EXISTING MECHANICAL BOXES IN THE AREA OF WORK. 7. LABEL ALL MECHANICAL AND ELECTRICAL COMPONENTS (CONCEALED ABOVE CEILING) WITH THE APPROPRIATE COLORED 3/4 DOTS ON THE CEILING GRID. THE COLOR CODING SYSTEM IS TO BE SABEY CORPORATION'S STANDARD AS FOLLOWS: BLUE HVAC UNITS / EXHAUST ORANGE: HVAC CONTROLS GREEN: WATER SHUTOFF) YELLOW: GAS RED: FIRE SY S UPDATE ALL 'EXISTING HVAC CONTROLS AS DIRECTED BY LANDLORD'S ON -SITE :..REPRESENTATIVE. LABEL ALL CIRCUITS AT POWER PANELS. AND ON E RECEPTACLECOVER PLATES. 12 POINT OR 1/8 BLACK LETTERS MECHANICALLY PRINTED ON CLEAR TAPE CONTRACTOR IS RESPONSIBLE FOR MODIFICATIONS TO THE EXISTING ARE PROTECTION SYSTEMS AS REQUIRED BY THE WORK OF THIS CONTRACT, INCLUDING INSTALLATION OF STROBES AND OTHER ADA COMPLIANT DEVICES'. I1. CONTRACTOR SHALL 'PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE CODES AND REQUIREMENTS. 12. CONTRACTOR SHALL .INSTALL EXIT SIGNS IN THE TYPE, NUMBER AND LOCATION AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR AS OTHERWISE REQUIRED BY THE LOCAL INSPECTOR. 13. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE 14. INTERIOR flNISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25. 15. SUBMIT SIGNED AND SEALED FIRE PROTECTION SHOP DRAWINGS FOR REVIEW & APPROVAL BY LANDLORD'S INSURANCE COMPANY I HOlS9KEFYNG AND MATBUAL HANDING F. WITH THE LANDLORDS CONSENT AND APPROVAL THE TENANT'S CONTRACTOR MAY LOCATE A CONSTRUCTION DUMPSTER ON SITE, ON A TEMPORARY BASIS_ APPROVAL WILL BE BASED ON THE LENGTH OF TIME AND THE AVAILABILITY OF AN AREA FOR LOCATING SUCH DUMPSTER. IN SOME CASES THE TENNAN'S CONTRACTOR MAY BE ABLE TO DETAIN A STREET USE PERMIT TO LOCATE A DUMPSTER ON THE STREET. IN ANY EL/ENT THE TENANT'S CONTRACTOR WILL BE RESPONSIBLE TO REMOVE ALL CONSTRUCTION GENERATED TRASH FROM COMMON AREAS OF THE BUILDING ON A NIGHTLY BASIS. TENANT'S CONTRACTOR ACKNOWLEDGES THAT STORAGE OF ANY CONSTRUCTION AND OR BUILDING MATERIALS OUTSIDE OF THE TENANT SPACE IS PROHIBITED UNLESS LANDLORD'S WRITTEN APPROVAL HAS BEEN GRANTED. 2. TENANT'S CONTRACTOR ACKNOWLEDGES THAT MOVEMENT OF CONSTRUCTION MATERIALS IS TIGHTLY RESTRICTED DURING BUSINESS HOURS. THE BULLING IS EQUIPPED WITH A FREIGHT ELEVATOR TO BE DESIGNATED UPON. REQUEST FOR CONSTRUCTION USE PADS WILL BE INSTALLED' WERE APPLICABLE AND A SERVICE KEY FOR INDEPENDENT OPERATION WILL BE PROVIDED. TENANT'S CONTRACTOR WILL NEED TO PROVIDE FLOOR PROTECTION AS REQUIRED TO INSURE THAT THE FLOOR FINISHES OF THE BUILDING ARE PROTECTED. LANDLORD'S REPRESENTATIVE AND TENANTS CONTRACTOR WILL INSPECT BUILDING COMMON AREA FOR EXISTING' DAMAGE & DETERMINE THE ROUTE OF TRAVEL FOR CONSTRUCTION MATERIALS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. DOCUMENTATION OF THE WALK - THROUGH WILL BE PROVIDED TO THE TENANT'S CONTRACTOR_ UPON COMPLETION OF TENANT'S BUILD -OUT, CONTRACTOR AND LANDLORD'S REPRESENTATIVE WILL REINSPECT THE COMMON AREA NOTING ANY DAMAGED AREAS NEEDING REPAIR BY THE TENANT CONTRACTOR. S. ONCE CONSTRUCTION BEGINS IN TENANT'S SPACE, THAT AREA BECOMES THE RESPONSIBILITY OF TENANT AND ITS CONTRACTOR. TENANT'S CONTRACTOR MUST SUPPLY AND INSTALL A LARGE CARPETED WALK -OFF MAT INSIDE THE ENTRANCE TO THE SPACE TO ELIMINATE THE TRACKING OF DUST AND DEBRIS INTO THE BUILDING. THE WORK AREA AND THE AREA OUTSIDE THE TENANT PREMISES MUST BE MAINTAINED IN A CLEAN CONDITION AT ALL TIMES. TRAS4 MUST BE PLACED IN CONTAINERS AND REMOVED DAILY BY TENANT'S CONT RACTOR TO TENANT'S CONTRACTOR'S DUMPSTER. IF TRASH IS NOT IMMEDIATELY REMOVED OR THE SPACE CLEANED UP AFTER LANDLORD'S NOTICE, LANDLORD MAY REMOVE THE TRASH AND CLEAN THE SPACE AT TENANT'S EXPENSE INCLUDING AN ADMINISTRATIVE FEE, AND DEDUCT FROM CONSTRUCTION DAMAGE DEPOSIT. 4. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY TENANT'S CONTRACTOR WILL INSTALL AND MAINTAIN CONSTRUCTION PRE - FILTERS iN THE BUILDINGS RETURN AIR SYSTEM SERVICING THE CONSTRUCTION AREA AND OR FLOOR WHEN CONSTRUCTOR IS COMPLETE THE PRE FILTERS SHALL BE REMOVED AND DISPOSED OF BY TENANT'S CONTRACTOR. 5. TENANT'S CONTRACTOR SHALL REMOVE AND DISPOSE OF IN AN APPROVED MANNER ALL SURPLUS CONSTRUCTION MATERIAL FROM SITE. DISCHARGE OF ANY ■AATERIAL INTO LANDLORD'S PLUMBING OR STORM SEWER SYSTEM OR TRASH CONTAINERS IS PROHIBITED. TEMPORARY DUST BARRIERS AT SENSING WALLS IN PLENUM SPACES MAY BE REQUIRED TO CONTROL CONSTRUCTION DUST. INSTALL AS DIRECTED BY LANDLORD'S REPRESENTATIVE AT ..TENANT'S EXPENSE T. IF ANY HAZARDOUS MATERIALS WILL BE USED ON -SITE, MATERIAL. SAFETY DATA SHEETS (MSDS) .MUST BE OR FILE WITH TENANT'S CONTRACTOR PRIOR TO THEIR USE. J. TENANTS CONSTRUCTION DRAWEvGS /AS -BOL AFTER PLANS ARE REVIEWED AND APPROVED BY THE TENANT COORDINATOR, A BUILDING PERMIT IS ISSUED BY THE GOVERNING' JURISDICTION, THE PRE- CONSTRUCTION MEETING HAS OCCURRED AND ALL REQUIREMENTS MET, THEN TENANT'S CONSTRUCTION MAY PROCEED. ONE SET OF PLANS BEARING'' LANDLORD'S APPROPRIATE REVIEW STAMP, COMPLETE WITH LANDLORD'S COVER SHEET AND OWNER'S GOOD FAITH INSPECTION REPORT ATTACHED, MUST BE KEPT IN TENANT'S PREMISES AT ALL TIMES. TENANT'S CONTRACTOR MUST USE THIS SET OF PLANS ALONG WITH THE APPROVED BUILDING PERMIT PLANS THE COY AS ITS MASTER SET(S) FOR BUILDING 'TENANT'SSPACE. AT THE COMPLETION OF CONSTRUCTION, TENANT SHALL PROVIDE ONE COMPLETE SET OF REPRODUCIBLE AS -BUILT DRAWCSGS TO LANDLORD, AND ONE 3.5 " DISKETTE WITH' ALL CAD GENERATED DRAWINGS IN DWG OR .DXF FORMAT. AS- BUILT. DRAWINGS SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION. K. INSPECTIONS BY GOVERNING AGENCES TENANT OR ITS CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS BY GOVERNING AGENCIES. TENANT'S' CONTRACTOR IS RESPONSIBLE FOR CORRECTING ALL DEFICIENCIES RECORDED BY THE INSPECTORS. L PUNCH UST/OBSERVATIONS BY LANDLORD DURING CONSTRUCTION OF TENANT'S STORE, LANDLORD'S REPRESENTATIVES MAY OBSERVE PERIODICALL' TO DETERMINE WHETHER CONSTRUCTION CONFORMS WAN THE APPROVED PLANS & SPECIFICATIONS, AND. THE PROVISIONS OF THIS GENERAL CONDITIONS FOR CONSTRUCTION. SHOULD THERE BE. ANY DISCREPANCY, TENANT'S WORK MAY BE HALTED UNTIL THE PROBLEM IS RESOLVED. IN, NO EVENS WILL SUCH OBSERVATIONS_ OR SUBSEQUENT RESULTS OF SUCH OBSERVATIONS PLACE ANY RESPONSIBILITY ON LANDLORD. TENANT'S CONTRACTOR SHALL NOTIFY THE LANDLORD'S REPRESENTATIVE IN WRITING WHEN WORK IS SUBSTANTIALLY COMPLETE, AND REQUEST A FINAL INSPECTION FROM LANDLORD. LANDLORD SHALL PROVIDE TENANT'S CONTRACTOR WITH A FORMAL WRITTEN PUNCH LIST WHICH WILL DESCRIBE ANY CONSTRUCTION DEFICIENCIES PURSUANT, TO THE APPROVED PLANS AND APPLICABLE CODES. ANY PUNCH LIST. WORK NOT COMPLETED WITHIN THE THIRTY (30) CALENDAR DAYS FROM DATE OF PUNCH LIST MAY AT LANDLORD'S OPTION, BE COMPLETED AND THE COST DEDUCTED'' FROM TENANT CONTRACTOR'S DEPOSIT. , M. LANDLORD'S FINAL ACCEPTANCE IN ORDER I, FOR TENANT TO RECEIVE LANDLORD'S FINAL ACCEPTANCE, TENANT MUST, WITHIN THIRTY (30) DAYS OF THE DATE TENANT OPENS FOR BUSINESS, OBTAIN AND PRESENT TO LANDLORD THE FOLLOWING ITEMS T. A COPY OF THE CERTIFICATE OF OCCUPANCY ISSUED BY THE BUILDING DEPARTMENT. (FOOD SERVICE TENANTS MUST ALSO INCLUDE DOCUMENTED APPROVALS FROM THE LOCAL HEALTH DEPARTMENT PRIOR TO OPENING) 2.. COPIES OF ALL BUILDING PERMITS AND OTHER REQUIRED PERMITS, INDICATING INSPECTIONS AND APPROVALS BY THE APPROPRIATE AGENCY. AS -BUILT DRAWINGS OF TENANT'S WORK PER PARAGRAPH "J ". HVAC BALANCE REPORTS BY INDEPENDENT AIR BALANCE CONTRACTOR.. 5. THE COMPLETED PUNCH LIST, INITIALED BY THE LANDLORD'S REPRESENTATIVE. 6. TENANT'S CONTRACTOR SHALL REPAIR ALL DAMAGE TO BUILDING CREATED' BY ITS OWN WORK. LANDLORD WILL REFUND ANY UNUSED FUNDS FROM CONSTRUCTION DAMAGE DEPOSIT TO TENANT'S CONTRACTOR. 7, 0 & M MANUALS AND WARRANTIES FOR ALL TENANT INSTALLED EQUIPMENT AND ROOF TOP PENETRATIONS. B. CONTRACTOR CERTIFICATION OF ASBESTOS FREE PRODUCT INSTALLATION_ 9_ UPON COMPLETION GENERAL CONTRACTOR SHALL SUPPLY LANDLORD WITH LEN RELEASES FROM ALL SUBTIERS, SUPPLIERS, LAPTRERS, WHICH : SERVED NOTICE TO LANDLORD. MESCELLANEOUS REQUREMENTS 1. WHERE CONFLICTS EXIST BETWEEN BUILDING CODES, UTILITIES REQUIREMENTS, STATUTES, ORDINANCES, REGULATORY REQUIREMENTS, & LANDLORD'S REQUIREMENTS, THE MORE STRINGENT SHALL 'GOVERN.. 2. TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS WITHOUT IANDLORD'S APPROVAL 3. TENANT'S CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH ALL PARKING RULES & REGULATIONS AS ESTABLISHED BY THE LANDLORD. VIOLATION OF PARKING REQUIREMENTS MAY RESULT IN FINES AND /OR TOWING. 4. TENANT SHALL USE ONLY NEW, FIRST-CLASS MATERIALS IN COMPLETING FS WORK. ALL WORK AND EQUIPMENT SHALL BE WARRANTED FOR A MINIMUM OF ONE (1) YEAR FROM INSTALLATION. SUCH WARRANIUES SHALL NOT RELIEVE TENANT FROM ITS MAINTENANCE OBLIGATIONS PROVIDED IN THE LEASE. 0. GOOD FAITH INSPECTION FOR ASBESTOS TENANT AND TENANT'S CONTRACTORS MUST HAVE LANDLORD'S GOOD FAITH INSPECTION REPORT ON PREMISES PRIOR TO STARTING WORK. THE WASHINGTON INDUSTRIAL SAFETY HEALTH ACT 296 -62 -07707 STATES THAT BEFORE ALLOWING OR AUTHORIZING ANY CONSTRUCTION, ,',ENOVATION, REMODELING, MAINTENANCE, REPAIR OR DEMOLITION, LANDLORD- SHALL PERFORM A GOOD FAITH INSPECTION TO DETERMINE WHETHER MATERIALS TO BE WORKED ON OR REMOVED CONTAIN ASBESTOS. IT IS THE RESPONSIBILITY OF TENANT'S CONTRACTOR TO OBTAIN A COPY OF THIS REPORT AND DISPLAY IT ON THE PREMISES IN FULL VIEW OF ALL PERSONS ENTERING THE WORK SITE. TENANT'S CONTRACTOR IS ALSO RESPONSIBLE TO DISCLOSE TO LANDLORD'S REPRESEN- TATIVES ITS DISCOVERY OF ANY MATERIAL THAT MAY CONTAIN ASBESTOS NOT MENTIONED IN'THE GOOD. FAITH INSPECTION. NO WORK SHALL DISTURB OR REMOVE THE SUSPECT MATERIAL UNTIL LANDLORD HAS PERFORMED TESTS AND /OR ABATEMENT. P. INSURANCE TENANT'S CONTRACTOR SHALL SUBMIT TO' LANDLORD A CERTIFICATE OF INSURANCE WITH UNITS AS OUTLINED ON THE ATTACHED SAMPLE. THE CERTIFICATE HOLDER SHOULD READ AS FOLLOWS: DAVU A. APO SANDRA SABEY 12201 1tICWLA INTERNATIONAL BLVD. , FOURTH FLOOR SEATRE, WASFIIGTON 911S11-5121 ADDITIONAL INSURED. ENDORSEMENT WILL INCLUDE THE FOLLOWING: CEICTUCATE HOIDIR AND SANT CORPORATION NOTE: CERTAIN LANDLORD BUILDINGS REQUIRE REVERSAL OF THE ABOVE INSURED. & ADDITIONAL INSURED CERTIFICATE HOLDERS. CONTRACTOR SHALL 'INSTRUCT ALL SUBTIERS TO SUPPLY LANDLORD WITH A CERTIFICATE OF INSURANCE. AS OUTLINED HEREIN. PROJECT: AS A REQUIREMENT OF YOUR SUBCONTRACT ON THE ABOVE REFERENCED PROJECT, EVIDENCE OF INSURANCE IN THE MINIMUM AMOUNTS SHOWN BELOW IS REQUIRED TO BE DELIVERED TO US PRIOR, TO YOUR COMMENCING WORK. THIS LETTER CONTAINS THE INFORMATION YOUR INSURANCE AGENT WILL NEED TO PREPARE THE CERTIFICATE OF INSURANCE REQUIRED BY SABEY CORPORATION. PLEASE INSTRUCT YOUR INSURANCE AGENT TO MAIL THE CERTIFICATE, INCLUDING ENDORSEMENT, TO THE ATTENTION OF THE SABEY CORPORATION CONTRACTS ADMINISTRATOR. TYPE OF CERTIFICATE MINIMUM UNIT 42,000,000 42,000,000 42,000,000 41,000,000 AMMONITE SMOLT ' - PER OCCURRENCE 41,000,000 UImETJA (ERCE55) LIABI7IY PER OCCURRENCE 41,000,000 UNABERR'S COMPENSATION' (OTHER THAN WASHINGTON) STATUTORY USL & H WORKER'S COMPENSATION EMPLOYER'S STAN/MIN STOP GAP (WASHINGTON EMPLOYER'S LIABILITY) SI .000,000 . COMYERCNL GENERAL BANDIT - GENERAL AGGREGATE - PRODUCTS /CO10'IETED OPERATIONS AGGREGATE - f1 MO PR, EACH OCCURRENCE THE CERTIFICATE SHOULD ADDRESS THE FOLLOWING: 1. SHOW DAVID A. AND SANDRA SABEY, AND SABEY CORPORATION AS ADDIDONALINSURED.' NOTE: CERTAIN LANDLORD' BUILDINGS. REQUIRE REVERSAL OF THE ABOVE INSURED '& ABDTTIONAL INSURE) CERTIFICATE HOLDERS. 2_ SHOW. ANY D THE CJRR IJ'AT. AM. BESTS RATING FOR THE INSURANCE COMP SHOW MINIMUM PRIOR CANCELLATION NOTICE OF 45 DAYS. 4. SHOW ALL DEDUCTIEES: AND DESIGNATE `PER CLAIM'' OR PER OCCURRENCE 5. IF USING ACGRD CERTIFICATE, EACH APPROPRIATE BOO MUST BE MARKS) WITH AN "X INDICATING COVERAC>F PROVIIIETI_ H. CERTIFICATE OF LIABILITY AND UMBRELLA MUST STATE IF COVERAGE PROVIDED IS "CLAMS MADE OR OCCURRENCE FORM. EXPIRED D2000 -247 PRECONSTRUCTION MEETING I ❑ ,TENANT WORK WILL NOT BE ALLOWED TO COMMENCE WITHOUT, FOLLOWING: „ ANDLORD'S CONTACT, PERSON (Sabey, Corporation Property. Management) Telephone (206) 281 -8700 TENANT CONTRACTOR'S' EMERGENCY TELEPHONE: a ❑ WASHINGTON STATE CONTRACTOR'S LICENSE ❑ CONTRACTOR'S CERTIFICATE OF INSURANCE WITH PROPER ADDITIONAL ISSUED, AS REQUIRED. ❑ CONTRACTOR'S DAMAGE' DEPOSIT AMOUNT (to be paid by Tenant's 'Contractor) ❑ UST OF SUB - CONTRACTORS ❑ APPROVED TENANT PLANS ON -SITE (Approved plans shall include this Landlord's Cover Sheet, to be completed of the precanstruction meeting.) ❑ CONSTRUCTION UTILITIES CHARGE: per General Conditions paragraph "G ". ELECTRIC /DAY ELEVATOR DRAIN SPRINKLER /OCCURRENCE OTHER 0 0 0 ❑ BUILDING PERMIT CONSTRUCTION SCHEDULE Start Date: Estimated Completion Date: PROVISIONS FOR PERMANENT ELECTRICAL POWER. GOOD FAITH 'INSPECTION REPORT:' SUBCONTRACTORS APPROVED BY LANDLORD FIRE DETECTION SYSTEM MECHANICAL. CONTROLS''. ROOF MODIFICATIONS' CERTIFIED AIR BALANCE CONTRACTOR OTHER:.. ❑ DESIGNATED HOURS OF CONSTRUCTION ❑ MATERIAL DELIVERIES SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. RE: LOADING, FREIGHT ELEVATOR. LOCATION OF TENANT CONTRACTOR'S TRASH RECEPTACLE LOCATION FOR TENANT CONTRACTOR PARKING OTHER LANDLORD'S FIRST RIGHT OF REFUSAL FOR SALVAGE PRIOR APPROVALS REQUIRED MODIFICATIONS TO LANDLORD'S FACILITIES: INCIDENTAL BURNING, ACETYLENE CUTTING, OR WELDING: INCIDENTAL CONCRETE .SAW. CUING OR CORE DRILUNG NOXIOUS FUMES: OTHER: ❑ CONSTRUCTION SAFETY, OSHA, WISHA, MSDS ❑ PUNCH -UST NOTIFICATION ❑ ELRST AID KIT ON SITE ❑ FIRE ' EXTINGUISHER ON -SITE ❑ REVIEWED CONTRACTOR CODE OF CONDUCT WITH LANDLORD'S. REPRESENTATIVE 0 0 O TENANTS CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE THAT THEY HAVE RECEIVED', REVIEWED, UNDERSTAND, AND WILL COMPL`C WITH THIS LANDLORD'S COVER SHEET. Signature: Date: TENANT DRAWINGS Prliminary Review Final Const. Doc.. Review Date Received- Approved' ❑ Rejected ❑ Revise & Resubmit 0 No Exceptions Taken ❑ Note Markings on Drawings ❑ 8 RENEW N FOR LAYOUT ONLY AND IN Na WAY ALTERS' ANY LEASE AGREEMENTS OR NPUES COMPLIANCE WITH LOCAL ORDINANCES DR CODES.. W Date Sabey Caryomtion Architecture Group TENANT CONTACT INFORMATION (TO BE COMMENT) BY TENANT'S ARO'B ECT PRIOR TO PRECONSTRUCTION MEETING) OWNER'S CONTACT: Address: Phone # TENANT'S ARCHITECT: Address* Phon° #' Contact Person: TENANT'S CONTRACTOR: Address: Phone, #:, Contact Person: TENANT'S MECHANICAL ENGINEER: Address: Phone Contact Person: TENANT'S ELECTRICAL ENGINEER: Address Phone #: Contact Person,: ' TENANT NAME: SUITE NO.: ARCHITECTURE CONWRETANTS REVIRIGNS 1691E DATE PERMIT °.AWIITTAL 01/26A00 awaking ha. LEMMAS All a rt �uptiAlWnd medal caaatme On w m mica the &beg p and W ae s a mgrotbsdipO t the of i e eAt ulDnut the ureta. or tAu sebeg eacparecte n. Tenant Improvement for NetStrea DRAWING TITLE: LANDLORD'S covFe s+,l =ET PASS DATE: 06/22100 FILE: at Intergzte West 12101 Tukwila International Blvd Tukwila, (U4 BUILDING: PLOT: PROJEGTNrBER 00-10 - 25 DRALLN BY IEOb ftEOEIVED f:RY OF TUK`N1 LA 04ECpED ' APPROVED 'SY- PERMIT ce DIVISION 1 GENERAL REQUIREMENTS "The General Conditions of the Contract For Construction ", AIA Document A201 - 1987, Fourteenth, Addition, Articles 1 through 14 inclusive, are fully binding to this work of this project. The Contractor and all Sub - contractors shall read and be governed by them. DIVISION 2 SITE WORK NOT REQUIRED. DIVISION 3 CONCRETE 3.1 STRUCTURAL NOTES & REQUIREMENTS See Structural Drawings_ 3.2 CONCRETE FINISHING Concrete floor slabs for new Battery Room shall be sealed with an acid resistant epoxy sealer /hardener,. Sherwin Williams Epolon 2, or approved equal. DIVISION 4 MASONRY NOT REQUIRED DIVISION 5 METALS 5.1 GENERAL REQUIREMENTS Submit shop' drawings for all metal fabrications. 5.2. STRUCTURAL STEEL See Structural..' Drawings. 5.3_ METALS FABRICATIONS A. Materials shall conform to the .following: Steel sections: ASTM A36 Steel tubing: ASTM AS00, Grade B Plates: ASTM A283 Pipe: ASTM A53, Grade B, schedule 40 Bolts, nuts, washers: ASTM. A307, galvanized to ASTM A153 for galvanized components Welding materials: AWS D1.1; type as required . for materials being welded Aluminum members: size per drawings B. Touch -up primer for galvanized surfaces shall be a zinc rich primer. C. Fit and shop assemble metal work in largest practical sections, for delivery to site. D. Continuously seal joined members by continuous welds. E. Grind .exposed joints flush and smooth with .adjacent surface. Make exposed joints butt tight, flush and hairline. Ease expose edges to small uniform radius. F. Supp " " -y components required for anchorage of fabrications. G. Schedule of work: 1. Railings at Battery Room DIVISION 6 WOOD AND PLASTICS 6.1 GENERAL REQUIREMENTS Submit 'shop drawings for all millwork and casework items. Submit samples of wood veneers with stain_ 6.2 MILLWORK. A. All millwork shall meet Architectural Woodworking Institute standards for Premium Grade construction. B. Plastic Laminate shall be 1/16" high - pressure laminate as manufactured by Nevamar, or approved. equal. See Color Schedule on Sheet A1.O for plastic laminate colors. C. Doors' and drawers to be overlay design. Doors' and drawers shall have plastic laminate... edge banding of same color as front. D. Interior 'non- exposed surfaces to be 'white poiyester sheet over ?" particlebocra. E. Exposed casework hardware shall be us26d finish. Provide the following hardware items: Hinges: Eurohinge by Amerock; 175 degree swing; #3762 Pulls: Colonial.. #752 Drawer guides: Knape & Vogt #1428 Grommets: 2" diameter, metal Adj. shelf brackets: Knape & Vogt #346 Ano. DIVISION 7 THERMAL AND MOISTURE PROTECTION 7.1 BUILDING INSULATION A. Thermal Insulation shall be 3 -1/2" unfaced fiberglass bath. insulation; R -19. .insulation to be friction fit between studs except where noted otherwise.' DIVISION 8 DOORS AND WINDOWS 8.1 GENERAL'. REQUIREMENTS A. boor ono frame assemblies shall meet the fire rating requirements listed in the Door Sr Opening Schedule on Sheet A9.0. B. Submit door, frame and hardware schedules for review. Include door and frame construction and installation details. 8 2 HOLLOW METAL DOORS Sr FRAMES A. Hollow metal doors shall meet the requirements of ansi /sdi 100. Doors to be Grade li, .heavy -duty, Model 2, seamless design, 1 -1/2" thick with 18 gage galvanized sheet steel faces: B. Hollow metal frames shall meet the requirements of ansi /sdi 100_ Interior door, sidelight and borrowed light frames shall be 16 gage steel, fully welded construction, factory primed. C. At hollow metal doors and frames are to be ' factory primed for field applied finish coat. 8.3 ALUMINUM FRAMES A. Aluminum door and sidelight framing system shall be as manufactured by Architectural Components Inc., or approved equal B. Finish for all exposed elements shall be factory applied baked -on painted finish. Color shall be manufacturer's standard black. 8.4 HARDWOOD DOORS A. Doors for opaque finish shall be awl Custom Grade solid core wood doors with paint grade birch veneer, 1 a. thick. B. Doors for transparent finish shall be AWI Premium Grade solid core wood doors with clear sawn white oak veneer, '1 -1/2" thick. 8.5 GLAZING A. Provide setting blocks, spacers and compressible filler rods as' required. Provide '.glazing channels and miscellaneous clips as detailed. All exposed edges 'shall be ground and. polished. Clean all glass. B. .'GLAZING SCHEDULE: GI -1 3/8" clear tempered glass without exposed tong marks GI -2 t k ". clear wire glass, square grid 01-3 3/8," clear float glass C. Tempered safety glass shall meet federal. specification DO- G -451D and ANSI 297.1 where. required. 8.6 ACCESS DOORS A. Access doors shall be flush .mounted units with drywall frames; Milcor "OW" series or approved equal. B. 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 scheaule on sheet A9.O for hardware groups. B. All locks shall be provided with interchangeable cores_ All locks shall be keyed to landlord's grand master and master key system. C. Provide blocking ' i partition for all wall- mounted doorstops_ D. Hardware items: Lock sets and Latch sets Sargent 8200 lever with rose trim Closers LCN or approved equal, parallel arms whenever possible, TB Sr G at wood doors Butts Stanley. 4 -1/2 x 4 -1/2, US26D.'finish Smoke Gaskets Pemko or approved equal Door Protection Cipco,: Quality, Or. Builders Brass Stops Cipco, Quality, Or Builders Brass DIVISION 9 FINISHES 9.1 GENERAL : iNiSH 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 will be flush. A. Provide galvanic insulation between dissimilar metals. B. See sheet A2.1 for finish schedule. See Color Schedule on Sheet A1.O for material color selections. 9.2 WALL FINISH NOTES A. All paint shall be applied in accordance with the manufacturer's specifications for the particular surface applied upon_ B. Samples of all finish colors specified shall be submitted 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 samples fur apProvat. 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 to provide. level area for flooring installation and level flooring transitions. D. Changes in floor finishes shall occur under doors and where noted on drawings. SPECIFICATIONS 9.6 RESILIENT FLOORING A. Vinyl Composition Tile type 1 (VCT -1) shall be static dissipative type, Statmate as manufactured by WI, 24" x 24 x 1/8 ", or approved equal. .Connect copper grounding strip ,. to stranded ground wire and protect connection. See Color Schedule on Sheet. A1.0 for color.. selection B. Vinyl Composition Tile Type 2 (VCT -2) shall be Mannington Essentials, 12" x 12" x 1/8 ", or approved equal. See Color Schedule on Sheet A1.0 for color selection. C. Vinyl base (RB -1) shall be Roppe .080 vinyl base, 4" high,' with cove, or approved equal. Provide '.. pre - molded interior and exterior' corners, or, alternatively, inside corners may be mitered. See Color Schedule on Sheet A1.O for color selection. D. Reducer strips shall: match RB -1. 9.8 ACOUSTICAL CEILINGS A. Install tile pattern centered' in room,' in each'.. direction, except where noted otherwise on plans: Unless otherwise required, uniformly space .light fixtures; Adjust tile layout so that no panel will '.. be less than one -half full length or width: Sprinkler heads, lights, mechanical devices, etc: shall be centered in tiles. B. Metal suspension system shall be 15/16" tee as manufactured by Donn; Chicago Metalic, or approved equal.. Provide sheet' metal edge .moldings and trim. C. Ceiling tile schedule: / g Cortege ,.Squat. ACT --1 Armstron Corte a Second Look II" #2767, 24" x 48' x 5/8", or approved 9.10 PAINTING A. Conform to the recommendations of the current edition of Architectural Sp'eci fica ttons Manual - Painting. B. Provide two samples of each point color and gloss' on 12 x 12" art' board for approval. C Painting schedule: Walls 2 .coat process tint primer to match '. final coat eggshell enamel GWB Ceilings 2 coat process tint primer to match final coat - latex flat Metal 2 coat process tint primer to match final coat semi -gloss enamel D. Touch -up paint with the same app':cation system used for the last finish coat. E. Paint colors shall be as listed it the Color Schedule shown on Sheet A1.0. 9.4 GYPSUM BOARD' ASSEMBLIES A. Refer, to partition :schedule on Sheet A8.0. B. Gypsum wallboard to be 5/8" type. ''X' gypsum wallboard except where noted otherwise: C. Provide metal corner beads, .. casing beads and dry wall trim accessories, where required. D. Sound insulation.' to be 3 -1/2" unfaced sound attenuation butts. 9.5 CARPET ' A. Layout carpet to minimize seams. B. Provides. 3% overage: of each carpet to landlord Ic largest pieces possible. C. Carpet oad to be GFI /Allen F!berloc II, 3/8" thick or approved. equal. Carpet to be mounted to pad using double stick method. D. Provide shop drawings showing carpet seam layout. Carpet. schedule: CPT -1 Broadloom textured loop carpet over pad. CPT -2 DIVISION 10 SPECIALTIES 10.1 SIGNAGE A Provide' room identity signage matching building standard Tenant Identification System, including warning signs for Hazardous Materials Area. Mounting system to be double stick tape. Quantity _ 20, B_ Provide one building directory strip for the building' directory to be located i on Floor F2. 10.2 FIRE EXTINGUISH ER' CABINETS A. Provide fire extinguishers to meet .. code requirement of 75' maximum travel distance to extinguisher .. from any point in building. B. Fire extinguishers shall be Larson Cameo #C2409 -R, MPS (2A 1 OBC), 82 bracket, or approved equal_ Paint exposed cabinet to match adjacent wall_ 10.4 DISPLAY SYSTEMS A. Conference Room Display Board shall be Claridge Model #509 -6N, or approved equal. Unit shall have porcelain' enamel writing surface on the back panel with fabric bulletin boards on the inside surface of the doors. Exterior facing shall be Oak with natural lacquer. 10.5 WIRE MESH PARTITIONS A. Wire Mesh Partitions shall be heavy -duty all wire type, No. .135 as manufactured by Acorn Wire and Iron Works, Inc.,. or approved equal. B. Finish shall be enamel paint in manufacturer's standard grey color. Paint shall be electrostatically applied in, the factory. C. Partitions to be, supplied with all doors as shown. ,on the. drawings. Provide all fastenings,' brackets and 'connectors for a complete installation : Partition !shall be installed and braced to meet the requirements of the UBC for Seismic Zone IV. DIVISION 11 EQUIPMENT 11.1 RESIDENTIAL EQUIPMENT A_ Dishwasher shall be General Electric Model ZBD5900DSS, GE Monogram series, stainless steel'. dishwasher with stainless steel interior. B_ Refrigerator shall be General Electric '• Model ZFSB27DASS, GE Monogram ...'series, free standing stainless steel refrigerator with black dispenser_.. C_ Microwave oven shall be General Electric Model ZMC1O95SB, GE Monogram series, stainless '''steel built-in microwave / convection oven. DIVISION 12 FURNISHINGS, 12.1. BLINDS A. - Horizontal Louver Blinds shall be Bali S3000 Mini Blinds, or approved equal. Slats shall be aluminum, nominally 1" wide by .008 ". thick; ladder spacing shall be 20 . mm. B. Provide Blinds with manufacturer's standard tilt wand operation, lift cord with cord lock, and cord equalizers. C_ Install blinds between' jambs. Unit width shall be 3/8' to 5/8 " less than jamb -to -jamb dimension. Unit length shall be 1/8" to 3/8" less than head to sill dimension. D. Blinds shall be Bali color #031 Fawn, or approved equal, except where noted otherwise. DIVISION 13 SPECIAL CONSTRUCTION NOT USED DIVISION 14 CONVEYING SYSTEMS NOT USED DIVISION 15 MECHANICAL SEE MECHANICAL DRAWINGS DIVISION' i6 ELECTRICAL SEE ELECTRICAL DRAWINGS EXPIRED D2000 -247 COLOR SCHEDULE 1. Items listed in Color Schedule are for Color Selectee only. 2. Contractor shall supply items that conform to the specifications and match the colors listed below. 3. Provide samples of all' selections for approval prior to installation. Ab& 2 5 200a n Item # PL -1 PL -2 CPT -1 CPT -2 CPT -3 VCT -1 VCT -2 RB -i RB -2 RB -3 P -1 P -2 P -3 ST---1 Typical use Casework fronts Countertops Public corridor Reception area Open office Equipment Rooms Break Room Public corridor Equipment Rooms Office area Public walls Equip. Rm ceiling Equip Rm walls kM doors /fram'es Misc Metals Office, walls ' Wood doors -clear Manufacturer Nevamar Formica Blue Ridge Mannington Mannington VPI Mannington .iohnsonite Sherwin- Williams Sherwin - Williams Sheiwin- Williams Sherwin- Williams Sherwin - Williams', .Sherwin= Williams ', Model or .Line V rtua ls/Tangiers/T350 Statmate Essentials Color #9661, Kaba. Khaki '.. Storm SD 93 #DC -73, Palm Leaf 30, Neutral. Ground ISSUE DATE FER SUMETTAL 01126100 . All drawings and wittm material heree casettes the /signal and upubltst d mark or the Sffiej Cuporattnn and the ems may not be duplicated, wad a &miaowed mtthout the written consent of the Sabey Corporation PLOT Tenant, Improvement fOr et5tr lN-05e at Intercate West 12101 Tukwila International Blvd. Tukwila, We DRAIIAM1 WILE. SPECIFICATIONS PARTITION SCI- IEDULE PROGRESS DATE: 06 /22/00 PILE: PROJECT Iu' ER 00- le-25 DRAIN Br: bob CAEOCED BY JL REGENED. , CR1`BFiIN APPROVED BY:. 0 0 0 0 0 0 -a- V) m 0 co ' _ -H-tf 11 111 I ,I/C 1 111 11 1111 '1119 I I`1`19 cc Cie 0cic4c1cc a t l 1 111NH I Ic1 � cc 11 c4 12201 12101 III `1 I I I ! / r � rmmfrmmlrmlfrmmfrmOfrmmlrmmfrmmfrmmfrYfrr Ii; niar1' Ill IIII1 II`1 VIII {II il{IIII ��I I Il�r, 1 (1 1 11 1 111 1 111 I,1/ 11 I 1 1111 �iII Ia,.II I o{I EE1 11`11 {`1 I11 1 � cc I ` ►. i`1 �I � t I �" Meier f I`1 I I -- INTERGATE.WEST SITE PLAN i60.0 25 50 75 100 150 200 250 FOR INFORMATION ONLY D2000 -247 EXPIRED SABEY ARCHITECTURE PERMIT CORRECT 812/e0 (NEW DRAWING) REYIBIONS 185LE PERtitt SUBItittTAL 07122&//00 All c::: a 1 wrRter fetarfer hfe co:wtNaa a e o he sans end y : be e .c rc d, cmpao ed and the Bens nay not be dlprf`ated, mach "= ' -_-_' without the mitten =welt of the Sebes coporauce. Tenant Improvement for NetStrearn at Intergate West 12101 Tukwila international Blvd Tukwila, WA DRAWING TITLE: IN rERGA; E.WEST OvERAL L BITE PLAN F'R�iRE55 DATE: 08/01/0 C!tt of N ' FILE : tNUP _.. ; ?MB PLOT: FRLVECT NI!'0ER: 00 - I0 -25 DRWN BY: bob CHECKED. Ern .' VL AFF ROVED,Br: j: m \Z \ m mm OMT G\Al&SEN 0018 \ 31.02,12Nds PLAN KEYNOTES PLAN Tenant Improvement for E O 4 CAREFULLY DISMANTLE AND REMOVE EXISTING EQUIPMENT SCREEN WALL, FRAISWORK AND BRACING. SALVAGE MATERIAL FOR RE -USE TO THE G- EEATEST EXTENT FEASAPI F PATCH ROOFING WHERE SUPPORTS REMOVED (ROOFING WORK TO EE COMPLETED BY LANDLORDS ROOFING CONTRACTOR) EXISTING MECHANICAL EQUIPMENT TO REMAIN. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING ELECTRICAL AND CONTROL PANELS TO REI.IASL DO NOT DISRUPT OURS* CONSTRUCTION EXISTING SCREEN WALL STRUCTURAL FRAMEWORK TO Ri31AM Ur THIS AREA TO SUPPORT ELECTRICAL AND CONTROL PANELS WHICH ARE TO REMAIN. NEW MECHANICAL ROOFTOP EQUIPMENT, SEE MECHANICAL DRAWINGS. NEW MECHANICAL ROOFTOP DUCTWORK, SEE MECHANICAL DRAIUMS. NEW EQUIPMENT SCREEN WALL, FRAME AND BRACING TO MATCH EXISTING. RE -USE EXISTING MATERIALS SALVAGED DURING DEMOLITION IF THEY CAN BE MADE LIKE NEW. CARmJLLY OJT ROOFING AT SUPPORT MEMBERS, PATCH ROOFING AND SEAL (ROOFING WORK TOM COMPLETED BY LANDLORD'S ROOFING CONTRACTOR). SEE STRUCTURAL DRIUTANGS FOR DETAIL' NEW 3' -0', WIDE x T' -0' HIGH MAN GATE THROUGH EQUIPMENT 5C7 ,GATE TO MATCH EQUIPMENT SCREEN. EXISTING CENTRIFUGAL EVENT FANS. PROTECT FROI'1 DAMAGE DURING CONSTRICTION. ROOF 1/8 n =1' 0'0 6 12 18 24 D2000 -247 REVISIONS I55UE DATE FERIIT SuertfiTAL OVlbl00 of emcee 1. ud vRfen sstaei iseF animas and ar r& e may est b ed riot .. the Caparatr wIttett the A tame eey rot tie wed or dra:toeed aRFnu Armen emcee the $abag Caporatrm . etStre at Intergate West 12101 Tukwila International BlvcL Tukwha, WA DRAWING TITLE: OVERALL. ROOF FLAN M 01 0 O 0 O Z: O m m mean PAMPI -I _ 4 ®► mulemmilmorsummuumein ■ ■ ■■r ®m■� ■■■1 elm/ J ■ ■■ _ . u}�■_ il ® ■■_ mores nzzzzz ou'■u .uii♦ m::rammi ■ .::: ....00=z=e: I :wrim :®I®:'..W= ®_� LI- i !�■ ■ 11 ®ill - L- rdikti ,o _NI � ■mil IaOM O ■ ®.. - TIC ■■i ■ ■■ ■ - _•1I v 11 ■ ® ® ® ■®■1 ■1® II 1 1 ' MS >_� '. I I I( � O: O � vACAIOf AREA � I ®.�® I 1 u � i ®,,,� ®�1 ®111 ■ ®:u�: 2 , I ;I ff ! __ J LVI3] _ ±k I �� i ;: 11 l�a■1� ®� ii ®®®® iL °�il®®�1.1010®®� ®�i r. ®> ®����. IL■® O :.I r �; ••.�■ramm : ®® ■■ �: ■■- ■ ■ ■■:� ■ ■■IoW ■f�®NLREMI ■�:, ■ ■•MEIM ■® eeseeec ..W®\i ■11■ ROOM MILAIMIIIMEE311111111111111 VP A ® •• r J ®\��11 ■ ®euu® WMDOWSLLL _ ■I i fi v I I { z oos mums. ak vy NOTE': SEE DRAVNG A2:1 FOR PHASING INFORMATION_ air M W. SIXE OF Tenant Improvement for PLAN KEYNOTES A A A co A 3 EXPOSED ROOF STRUCTURE IN ALL EQUIFT - ENT AREAS TO BE CLEANED AND PAINTED PT -2. FOR SPECIFIC HVAC DUCT LAYOUT SEE MECHAINCAL DRAWINGS. FOR LIGHTING IN TIE EQUIPMENT AREAS SEE ELECTRICAL DRAWINGS. NEW WALL MOUNT ILLUMINATED EXIT. LOCATE OVER DOOR SECUIZF EXISTING ILLUMINATED EXIT SIGNS TO NEW SUSPENDED CEILM. NEW CEILING MOUNT ILLUMINATED EXIT 5IGN, CENTER IN CEILING TILE. VACANT SPACE TO BE LEFT UNFINISHED. COMPLETE 1 -HOUR CORRIDOR WALL AND DOOR UNDER THIS CONTRACT. DEMISING WALLS TO BE OPEN 5150 THIS SIDE. Q g PROTECT EXISTING ELECTRICAL CONDUITS, RE- ATTACH BELOW NEW GU B PLENUM. (q l EXISTING FIRE SPRINKLER MAINS. PROTECT DURING CONSTRUCTION. SEE FIRE PROTECTION DRAWUKrS. FLOOR F4 1/8Y0'0123 li - REFLECTED CEILING PLAN 24 REVISIONS ISSN DATE FERMI 81.1311TTAL 07116700 All Maas ad ertaae natesW appmtv laez coeetmes nle aighal and opiate/ad eeakar ftbeg C°Po ©tba and the sass nay rot be duplicated /zest or disclosed olthoet the orates/ Ca/cesit of the slimy Corpora/Ice St M EN NEE at Intergate West 12101 Tukwila International Blvd Tukwila, WA DRAWING TITLE: FLOOR F4 REFLEC CEILING PLAN SCALE 1/16 " =1 - 0 " 0246 SOUTH BUILDING SCALE 1/16 " = 1 - - 0 " 0246 12 ELEVATION 12 24 36 NORTH BUILDING ELEVATION 24 36 48 60 .. t 121n1 • MN 0 • UN I I In LLL -1_ 111 F i • O r ' ' L I T 1 I I I EAST ' BUILDING ELEVATION SCALE 1/16 =i — O" 0246 12 WEST BUILDING ELEVATION SCALE 1/16 " 1' - - 0 02 4 6 12 24 36 60 KEYNOTES O EXISTING STAIRWAY PENTHOUSE. EXPIRED D2000 -247 S A BEY ARCHITECTURE CONSULTANTS REVISIONS PERMIT CORRECT_ &(2100 (NEW DRAWING) !86m PATO PER OT SUBMITTAL 0186/00 :tap s -a d Ernten Moist a Tero6 co! arbs an he s l and y not b ed EpItc la eamed and the sane Eby not n e rt! eR t t tec abed of dfecbsed with. the rcRten concord of the 6abey laparaltan. Tenant Improvement for E %- 6Ex.N Net5trea e at IntergAte West 12101 Tukwila International Blvd Tukwila, WA DRUM TITLE: BUILDING ELEvATiGtS O 2 NEW ROOF SCREEN TO MATCH EXISTING. R=USE EXISTING PIECES IF THEY CM BE RECE IVED MADE 'LIKE NEW'. (EXISTING ROOF SCR EN TO BE REMOVED IS SHOW SCREENED c m VF (W LA PRCXaRE55 DATE: e'8/01/0� BEHIND THE NEW SCREEN.) FILE: A UG - L 26I11 • 3' -0' x l' -0' GATE THROUGH NEW ROOF SCREEN. GATE TO MATCH ROOF SCREEN. ?LOT: �+ PR�7JECT'Nl'IBER BO 10 -25 ® EXISTING ELEVATOR PENTHOUSE. DRfilltl BX: bob l cNECKED BT: JL O EXISTING ROOF SCREEN TO REMAIN at�R ED ED eY: �ER i DR4011 + 143 ER: 44.0 PT -6 OPEN RUBBER BASE IRS 3 1 EAST WALL - OPEN OFFICE AREA SCALE 1/4 =1' 0 0 1 2 SCALE 1/4 " = 1 - - 0 " o 1 2 PT -6 5 5 10 10 ROOM FINISH SCHEDULE 16 B 3 LUNCHROOM ELEVATIONS BASE RB -3 PT -6 Pr \ ST -1 2 SOUTH WALL OFFICE AREA SCALE 1/4 " =1' -0" o t 2 BASE RB-3, 10 16 ST -1/ < PT -6 ST -1/ PT -6 BASE RB-3 4 NORTH WALL OFFICE AREA SCALE 1/4 " =1' 0" r 10 16 BASE R13-3 SCALE 1/4 "= 1 - -0" 0 I 2 5'-6• 362 BASE'. RB-3 EXPOSED STEEL BRACE FRAM", CLEAN, PAINT PT- 5 COPY ROOM ELEVATIONS 10 16 D2000 -247 EXPI RUBBER BASE 1;153 S BEY CCNSULTANTS ARCH REVISIONS ISSUE DATE PER-71T `'PITTA- 01126!90 AS drawings and mitten material Fermi ate t d aton a a upi6trded mek of. Capone. disclosed ant... nekton e comsat Sa used ca N Strea�y � ■ l DRAtum TITLE: ?N'E TOP E_E / t VON Tenant Improvement for at Intergate West 12101 Tukwila International Blvd Tukwila, WA PROGRESS DATE: Of X22 FIN153 - t Sr' :EpLJLE FILE: PLOT: I PROJECT NUM5ER, '. 00 -10=25 DRAIN BY: bob CHECKED BY J - : APPROVED B7: Rom Hoar & Rae . No d& WA , East Wi Sark WA Wee WJ Na. Mme Hoar • Bass t4atl. Haab 31ad Hdi e1W . k1rl '.. yb. Mad Hays Fief¢ Readla 400 CORRIDOR CPT -2 RE OWE PT- WE PT -1 GAB pT 1 GWP PT -1 Cl 1 • FF 9' -0 470 EO EQUIPMENT ROO .M 1 MGT-1 RB -Z GAB . T -3 GAB PT -3 GAB PT-3 I CAB PT - .7 '.. Exp Str ... PT DOORS /FRAMES PT -4 421 I BATTERY ROOM *= R8 -2 GAB GWB PT -3 GW3 B --3 GWB PT -3 • E zp Str, PT -2 -, DOORS /FRAMES P 422 SPRINKLER VALVE r,!.4_ CCNC. RB -2 GWB GAP GAB P5-3 PT -3 =T._:. OWN Immill _ GOB PT -3 GWB OWN PT ® GWB OWN PT -3 PT -3 Exp Str Str, PT -2. PT 2 - DOORS /FRAMES ;'PT -4 423 CO LOCATION 7 .,., -i RB -2 PT -3 ,Exp - DOORS /FRAMES PT -4 425 CO- LOCATION #2 , ;CT -1 RB -2 PT -3 :;':^ /B ?� -3 GAB PT -3 Exp Str PT -2 - FINISH DURING PHASE 2 427'. CO TION . 2., RE -2 TSE __ -3 GOB PT -3 OWE PT -3 G' dB PT -3 E 5 PT -2 - ANON DURING PHASE .3 430 RECEPTION CPT -2 RB -3 GAO PT -6 GWB PT -6 GAB FT -6 GAB PT -6 ACT -1 FF 9' -p "' 431 WAITING CPT -2 RB -3 GWB PT -6 OWN PT -6 G PT -6 SWB PT -6 ACT -1 FF 432 BREAK ROOM VCT -2 RB -3 CAB PT- 6... TWO PT -6 GAB PT -6 GWB PT -H o ACT -1 FF 433 CONFERENCE ROOM CPT -3 RB -3 CAVE PT -6' GOB P - -6 GAB PT -6 OWN PT -6 ACT -1 FF 434 OFFICE CPT -3 RB -3 OWE PT -6 TAB PT -6 GWB. PT -6 OWE PT -6 CT -1 FF 435 436 OFFICE - TEMP OFFICE CPT -3 CPT-3 RB -3 GAB PT -6 GAB PT -6 GWB. PT -6 OWE PT -6 ACT - FF t, W3 Pi -6 GAB PT -6 GAB PT -6 ACT -1 FF 9 0 4v 430 TEMP. OFFICE COPY/FAX ,CT -2 • RB -3 G WB GAB PT -5 GAB 1, PT. -F, GAB GAB PT -6 ACT -1 FF 9 0 '.. PT -6 ACT -1 FF 439 ELECT. ROOM VCT -2 RE-3 OWE GAB PT -6 ACT -1 FF 440 CLOSET CPT -3 RB -3 GWB GAB PT -6 ACT -1 FF 9' -0" OPEN OFF•ICE CPT -3 R6 -3 C'xB GAB PT -6 ACT -1. 'AREA ® 441 VACANT CONC NONE EXIST NONE EXIST NONE GAB ® GAB NONE Exp Str ;NONE KEEP VACANT AREAS CLEAN PT -6 OPEN RUBBER BASE IRS 3 1 EAST WALL - OPEN OFFICE AREA SCALE 1/4 =1' 0 0 1 2 SCALE 1/4 " = 1 - - 0 " o 1 2 PT -6 5 5 10 10 ROOM FINISH SCHEDULE 16 B 3 LUNCHROOM ELEVATIONS BASE RB -3 PT -6 Pr \ ST -1 2 SOUTH WALL OFFICE AREA SCALE 1/4 " =1' -0" o t 2 BASE RB-3, 10 16 ST -1/ < PT -6 ST -1/ PT -6 BASE RB-3 4 NORTH WALL OFFICE AREA SCALE 1/4 " =1' 0" r 10 16 BASE R13-3 SCALE 1/4 "= 1 - -0" 0 I 2 5'-6• 362 BASE'. RB-3 EXPOSED STEEL BRACE FRAM", CLEAN, PAINT PT- 5 COPY ROOM ELEVATIONS 10 16 D2000 -247 EXPI RUBBER BASE 1;153 S BEY CCNSULTANTS ARCH REVISIONS ISSUE DATE PER-71T `'PITTA- 01126!90 AS drawings and mitten material Fermi ate t d aton a a upi6trded mek of. Capone. disclosed ant... nekton e comsat Sa used ca N Strea�y � ■ l DRAtum TITLE: ?N'E TOP E_E / t VON Tenant Improvement for at Intergate West 12101 Tukwila International Blvd Tukwila, WA PROGRESS DATE: Of X22 FIN153 - t Sr' :EpLJLE FILE: PLOT: I PROJECT NUM5ER, '. 00 -10=25 DRAIN BY: bob CHECKED BY J - : APPROVED B7: PT -2 AT CEILING PT -2 AT CE 4WJG EAST /WEST BUILDING SECTION B FLOOR F4 SCALE 1/4 " =1' -0" o 1 2 s 10 16 Pt -2 AT CEIL PI-2 AT CEILING CORRIDOR 1 EAST /WEST BUILDING SCALE 1/4 0 1 2 10 DRAWING KEYNOTES HVAC DUCTWORK SEE MECHANICAL DRAWINGS 16 NORTH /SOUTH BUILDING SECTION - C FLOOR F4 SCALE 1/4 " =1' - -0" o 1 2 s 10 Pt -2 AT EILNs 16 1/ " 4 -1 -0 s " a 1 2 s 10 16 mac DUCTWORK SEE MECHANICAL DRAWINGS HVAC DUCTUIORC — SEE FECH4l6c4 DRAMS D2000 -247 EXPIRED NORTH /SOUTH BUILDING SECTION D FLOOR F4 SCALE tta - - aummwu BATTERY RCOM 1 421 1 k _ :j 1 .. _._ S BEY ARCHITECTURE CONSS LTMTS REVISIONS D ATE PEWIT PERMIT S&B 1 TTAL 01116/00 All Omahas and Wean natatat he. COVE., the anew, and upMwsd mecca the ftbeg Corporation and the same may not be duplicated, used or die:maed without the written comsat of the Sava; Cmrpor.ort Te nant (morovemef t ' for NetStream at lntergate West 12101 Tukwila /ntematl. nal BIvc Tukwila, ILIA DRAWING TITLE: BUILDING ciEGTlON PROGRESS DATE: 06. FILE: DETAILS a NOTES PLOT: PROJECT NIMBER: 0O- 10 -25 ,. DRAM E1 boa; CHECKED ST- JL APPROVED BT: DRAWING NUMBER: RECEIVE CRY !L4 4 PERMIT CE, T Rop 1;420 I T ECU f B h�NT I _ ! PT -2 AT CEILING PT -2 AT CE 4WJG EAST /WEST BUILDING SECTION B FLOOR F4 SCALE 1/4 " =1' -0" o 1 2 s 10 16 Pt -2 AT CEIL PI-2 AT CEILING CORRIDOR 1 EAST /WEST BUILDING SCALE 1/4 0 1 2 10 DRAWING KEYNOTES HVAC DUCTWORK SEE MECHANICAL DRAWINGS 16 NORTH /SOUTH BUILDING SECTION - C FLOOR F4 SCALE 1/4 " =1' - -0" o 1 2 s 10 Pt -2 AT EILNs 16 1/ " 4 -1 -0 s " a 1 2 s 10 16 mac DUCTWORK SEE MECHANICAL DRAWINGS HVAC DUCTUIORC — SEE FECH4l6c4 DRAMS D2000 -247 EXPIRED NORTH /SOUTH BUILDING SECTION D FLOOR F4 SCALE tta - - aummwu BATTERY RCOM 1 421 1 k _ :j 1 .. _._ S BEY ARCHITECTURE CONSS LTMTS REVISIONS D ATE PEWIT PERMIT S&B 1 TTAL 01116/00 All Omahas and Wean natatat he. COVE., the anew, and upMwsd mecca the ftbeg Corporation and the same may not be duplicated, used or die:maed without the written comsat of the Sava; Cmrpor.ort Te nant (morovemef t ' for NetStream at lntergate West 12101 Tukwila /ntematl. nal BIvc Tukwila, ILIA DRAWING TITLE: BUILDING ciEGTlON PROGRESS DATE: 06. FILE: DETAILS a NOTES PLOT: PROJECT NIMBER: 0O- 10 -25 ,. DRAM E1 boa; CHECKED ST- JL APPROVED BT: DRAWING NUMBER: RECEIVE CRY !L4 4 PERMIT CE, Outald• FedwtS Structure Cavity Yrld•.. F.d.g General Reyttam�nts Noni i Details My.. at.t«w Thiamin Typo D•ptlt 3PSdItR Gump M • layers Material Thickness Fie Rating . STC Rating Height Unit GA FM No. 7tHdmps Base Top Noiw 1 GWB 5 /R" Metal, 3 -5/8" 16" OC 25 Acoustic t GWB 5 8 " ARCHITECTURE / - -- 45 to 49 19' -5" WP .1200 : 4 -7/8" 31 34 C stud Ins fation AB O A8.0 GWB, 5/8" Metal, 3-5/8 i6" OC 25 - i GWB 5/8 "' - -- 40 to 44 19'' -5" WP 1200 4 -7/8" 1 31 33 C stud 1 A8.0 A8.0 2 1 GW 5/8" Metal, 3 5/8 " 16" ©C 25 _ 4 -7/4 "' 25 81M 25 $IM. C stud :. 3533 ■ A8.0 A8.0 3 7 GWB, 5/8" Metal; 3 -5 /S ". 76" OC. 25 - 1' GWB 5/8" 1 hour 40 to 44 19' -5" WP 7200 4- 7/8 "31 33 - R5 3A Type X A8.0 A8.0 Type C stud ' J R t / J , t . 3A 1 GWB, 5/8 Metal i 3 -5/8 " 16" OC 25 Acoustic t I{Jtj • . GWB, 5 /8- t h our 4 to 49 79' -5" WP 1 4 -7/8" 31 32 Type % C stud Insulation Type X A8.0 A8.0 4 1 GWB 5 /8" Double 3 -5/8" 16" OC 25 1 GWB 5/8" 1 hour 40 to 44' 19' -5" WP 1200 12" 25 25 FIT AROUND BRACED C studs ', , �. A8.0 A8.0 FRAME AS REQUIRE, CONSIRTANT$ 4A 1' GWB " 5/8" Double 3 -5/8" 16" OC 25 Acoustic 1 GWB 5/8" 1 hour 45 to 49 19' -5" WP 1200 12" 25 25 FIT AROUND BRACED C studs Insulation A8.0 A8.0 FRAME AS REQUIRED. 5 1 GWB 5/8" Metal, 3 -5/8" 16" OC 25 - -- - -- Black - -- -__ ___ 4 -1 4" 44' 44 C stud. Point A8.0 A8.0 6 1 GWB ■ 5/8' Metal, 3 -5/B" 16"' OC 25 - ___ Black - -- - -- 4 -1 /4" 24 44 SET WALL CN TOP C stud Point - -_ A8.0 08.0 OF RAISED FLOOR of O 0 0 cD N 0 O co co 0 co PARTITION DETAILS ACOUSTICAL INSULATION WHERE NOTED. INSIDE FACING OUTSIDE FACING STUDS FLUSH ON OUTSIDE INSIDE 571 OUTSIDE CCNC. CURB W/ 3 MBAR CCNT.I 3 BAR • 4' - 0' OC, DRILL AND GROUT INTO CONCRETE SLAB 41 PAR717I0N CURS DETAIL Scale: 1 EXTEND ENCLOSURE AS REQUIRED BY ROOF DRAIN LIME EXISTING EXTERIOR BUILDING WALL EXISTIM STEEL COLW'N AND 5ABEPLA1E, SEE SELL DRAWNGS PARTITION TYPE Fl 2 1/2' METAL STUDS • FLOOR 4 EXTEPDED TO STRUCTURE. ABOVE 5/8' GWB, TYPICAL HORIZONTAL METAL STUD BRACE • 4 OZ. PARTITION TYPE SCHEDULE DETAIL 35/45D SEALANT 50114 SIDES SERE ACOUS. BOIL REQUIRED. SIMILAR TO DETAIL 35/A50 FINI5FED CEILING SERE OCCURS 32 f°Af2TITION HEAD DETAIL 42 COLUi'1N ENCL05U@E GIB -' SIDE 08 X SIMILAR TO DETAIL 35/A50, CP111 JOIN1 SYSTEM INSIDE FACING OUTSIDE FACING PARTI710N 1-1E4D DETAIL Scale= Scala 3 ,•.J' -5• PARTITION TYPE FI ItE,!E !itEtl!0 !Etll! E L !I'llld'Lf'f!l °EII:I:LI:I E I I:I:II:I:L Scats 3• =1-0' SUSPENDED ACOS. CELNE PER FLAN SIMILAR TO DETAIL 35 /A5A OMIT JOIN SYSTEM NOTE: PROVIDE 4942' PETAL VENT GRILLS *5' AFF - 2 VENTS MIN PER WIDOW BAY PAINT STUDS AND GIB • SIDE EXPOSED TO WINDOWS FLAT BLACK TO S ABOVE US1DOW HEAD. AMY SENT OBSCURING FU-P1 TO INSIDE FACE OF EXTERIOR GLAZING. (Madlco MT- 200X -2tnll Grey) Scale. 3'=l' -0' SILL BELOW 'FURRING a EXTERIOR' RIOR WALL TYF°ICAL MULLION DETAIL Scala V=I'-0' D2000 -247 EXPIRED TYPICAL FLOOR CGNSTRJCTICN OUTSIDE FACING INSIDE FACING ACOUSTICAL INSULATION, SERE NOTED STRUCTURAL MEMBER METAL STUDS, woe AS TIGHT TO STRJGTURE A5 PO5IBLE STUD TRACK SIDE AS REQUIRE). RUBBER BASE TENANT SIDE ONLY, AS REQUIRED. FIM BESBT%E JOINT SYSTEM 20 GA.511 TRACY FASTEN TO. STRICTURE 5114 A? TYPE 5' 3CFEL5 •24'O.G. SEALANT ACOUS. INSULOOO S SERE ACOUS NEIL Wig OCCURS PARTITION FER SC•EDULE, DO NOT FASTEN TO TRACK REVISIONS ISSUE DATE PERMIT SUBMITTAL 01!16/50 Au dustings and oaten eaten& herein comtwta the engml ad uLi6lIs ed worker tin Caperat an and the name my rot be duplicated, used or dddoeesi without tBs written content or the Saba, Corporation Tenant Improvement For at lntereate s st 12101 Tukwila International Blvd Tukwila, WA , DRAWING TITLE: PROGRESS DATE: 17/5: FILE: sht4 -0.dwg PLOT: PROJECTNIMBER 99 - -23 DRAIN BY: CHECKED BY:' 506 'APPROVED BY LI:STAILS DRAWING BBMBER RECENEJ ctry of TuvwILA A I ?ERMiS C S: \ INTERGTE\ BLDG_C \ NETSTFEAM \A80.DWG _ I I:JA:I I of O 0 0 cD N 0 O co co 0 co PARTITION DETAILS ACOUSTICAL INSULATION WHERE NOTED. INSIDE FACING OUTSIDE FACING STUDS FLUSH ON OUTSIDE INSIDE 571 OUTSIDE CCNC. CURB W/ 3 MBAR CCNT.I 3 BAR • 4' - 0' OC, DRILL AND GROUT INTO CONCRETE SLAB 41 PAR717I0N CURS DETAIL Scale: 1 EXTEND ENCLOSURE AS REQUIRED BY ROOF DRAIN LIME EXISTING EXTERIOR BUILDING WALL EXISTIM STEEL COLW'N AND 5ABEPLA1E, SEE SELL DRAWNGS PARTITION TYPE Fl 2 1/2' METAL STUDS • FLOOR 4 EXTEPDED TO STRUCTURE. ABOVE 5/8' GWB, TYPICAL HORIZONTAL METAL STUD BRACE • 4 OZ. PARTITION TYPE SCHEDULE DETAIL 35/45D SEALANT 50114 SIDES SERE ACOUS. BOIL REQUIRED. SIMILAR TO DETAIL 35/A50 FINI5FED CEILING SERE OCCURS 32 f°Af2TITION HEAD DETAIL 42 COLUi'1N ENCL05U@E GIB -' SIDE 08 X SIMILAR TO DETAIL 35/A50, CP111 JOIN1 SYSTEM INSIDE FACING OUTSIDE FACING PARTI710N 1-1E4D DETAIL Scale= Scala 3 ,•.J' -5• PARTITION TYPE FI ItE,!E !itEtl!0 !Etll! E L !I'llld'Lf'f!l °EII:I:LI:I E I I:I:II:I:L Scats 3• =1-0' SUSPENDED ACOS. CELNE PER FLAN SIMILAR TO DETAIL 35 /A5A OMIT JOIN SYSTEM NOTE: PROVIDE 4942' PETAL VENT GRILLS *5' AFF - 2 VENTS MIN PER WIDOW BAY PAINT STUDS AND GIB • SIDE EXPOSED TO WINDOWS FLAT BLACK TO S ABOVE US1DOW HEAD. AMY SENT OBSCURING FU-P1 TO INSIDE FACE OF EXTERIOR GLAZING. (Madlco MT- 200X -2tnll Grey) Scale. 3'=l' -0' SILL BELOW 'FURRING a EXTERIOR' RIOR WALL TYF°ICAL MULLION DETAIL Scala V=I'-0' D2000 -247 EXPIRED TYPICAL FLOOR CGNSTRJCTICN OUTSIDE FACING INSIDE FACING ACOUSTICAL INSULATION, SERE NOTED STRUCTURAL MEMBER METAL STUDS, woe AS TIGHT TO STRJGTURE A5 PO5IBLE STUD TRACK SIDE AS REQUIRE). RUBBER BASE TENANT SIDE ONLY, AS REQUIRED. FIM BESBT%E JOINT SYSTEM 20 GA.511 TRACY FASTEN TO. STRICTURE 5114 A? TYPE 5' 3CFEL5 •24'O.G. SEALANT ACOUS. INSULOOO S SERE ACOUS NEIL Wig OCCURS PARTITION FER SC•EDULE, DO NOT FASTEN TO TRACK REVISIONS ISSUE DATE PERMIT SUBMITTAL 01!16/50 Au dustings and oaten eaten& herein comtwta the engml ad uLi6lIs ed worker tin Caperat an and the name my rot be duplicated, used or dddoeesi without tBs written content or the Saba, Corporation Tenant Improvement For at lntereate s st 12101 Tukwila International Blvd Tukwila, WA , DRAWING TITLE: PROGRESS DATE: 17/5: FILE: sht4 -0.dwg PLOT: PROJECTNIMBER 99 - -23 DRAIN BY: CHECKED BY:' 506 'APPROVED BY LI:STAILS DRAWING BBMBER RECENEJ ctry of TuvwILA A I ?ERMiS C S: \ INTERGTE\ BLDG_C \ NETSTFEAM \A80.DWG ' - ._ . dnoCO l WALL Cala FER eaimuLE foa 's ung. C od - / t - - sa6uN ton!d I.111. DOOR FRAME seloN aas 'sa6 -!H lo!oads uoyounJ 06ossod : , , , - uollounJ e6°Jols :tesryoo'1 - ____, Mt DOOR PER SO4EDULE I/4' CR 3/S' GLASS SEE SPECEICATIGN FR ID lunow eoolm ,a0010 FLOOR FINISH edoploy: /0 .000444e ,esolo ALUM. FRAM SYSTEM SEE SPEC-SC.4MR SWIM AS REQXRED 1040ulp0000 sloes - e>IOW, sOeS punoS I sa aou al.S I I _ 6u dd!i_js;iayjoaM 1 I l _.. ploysa�41 I palunow INN !do15 0000 ■ ■ 1 .1 1 .....A....L.at , ■ 1 I I • Entry Drs, Sgl Entry Drs, Dbl X X TYPICAL, UNA 0 7kr1=- 144i-LOW METAL, JAMS NALFSTE ® RELITE SILL, JAMS, E4 Swift kALFSUE DOORtWiRDUW ci'(' mRsammx DOOR4WAXWE DOOR n il lk Nan 1 41: 1 1 iik. ' x X I E MARMON X ALUM. FRAME $YSTEM SEE SFECIFICATION FER SCIEDULE ALtrt FRAME SYSTEM SEE SPE-CIFICAlICINI Entry Dm, Sgl X , I/4 OR 3/S GLASS SEE SFECIFICATION I, 9i1 1, H/2 ' 1, , X ® DOOR JAMS a S IDELITE ® ALUM_ DOOR JAP-15 Scale: NALF SIZE Seem MALE F SIZE ' - ._ . dnoCO l U e foa 's ung. C od - / t - - sa6uN ton!d sabuit, - dppel3 seloN aas 'sa6 -!H lo!oads uoyounJ 06ossod : uoyaunJ- aauollug :lesv00 1 1 Lockset'. Office Function uollounJ e6°Jols :tesryoo'1 uoyoun3 o!yoajool ,1ssHoo� . i 11 - ysnlJ . 7es Ilndysnd (b'B . 00i1oa0 an) I lnd. 0000. %9- ..- .10o -a!uod ......... se10N 0eN. -ae5 '00010 lunow eoolm ,a0010 dots yl!m-eool.ins _Coso10 edoploy: /0 .000444e ,esolo , dots _. /in 'peloeouoo 1040ulp0000 sloes - e>IOW, sOeS punoS I sa aou al.S I I _ 6u dd!i_js;iayjoaM 1 I l _.. ploysa�41 I lonofls� palunow INN !do15 0000 i I palunow Jood .do1S 000t 1 alold ha!; , _ - 04 Jow0� I I - lap DO, - wlo, I 7 2 Entry Drs, Sgl Entry Drs, Dbl X X X X ' x X - X 3 Entry Dm, Sgl X , 1 X X ' B. X X , X X X X , , X X ' X X X 4 Office Doors, Sgl X x x x 5 Equip. R. Drs, Sgl x 1 1 x X X 6 Equip. Rm. D. Dbl X X X X x 7 Equip. Rm. Doors, Sgl X X x , X X X X 51 Existing Patio Doors E E E E E 9 11) Bi-Possing Closet Doors ' I , I MEI 0 co 0 0 CL cn 0 _J OD 0 CL DOOR DETAILS IDOOR LX OPENING SCHEDULE OP% No. DoerAill 420.1 A 420.2 420.3 <E> 421.1 A 422.1 • A 425.1 B 425.2 B 425.3 <E> 425.4 <E> 427.1 , B 430.1 C 432.1 432.2 <E> 433.1 434.1 C l 435.1 436.1 Al 437.1 A 439.1 D 440.1 Al 450.1 Al rick 1 3/4" 1 3/4" 1 3/ 1 3/4" 1 3/4" 1 3/4" 1 3/4" '1 3/4" 1 3/4" 1 1 3/4" I 3/4" 1 3/4' 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" Width PR, 3 4'-0" PR, 3'-0 PR, 3 PR, 3'-0" 3'0" T-0" 7'-O" 7'-0" T-0" 7-0" 7'-0" SC-WE SC-WD SC-WD SC-WE SC-WE SO WD,' SC-WE' SC-WE SC-WD SC-WE SC-WE SC-WE SC-WD SC-WE SC-WE SC-WD SC-WE ST-1 PT-3 PT-3 ST-I PT ST--1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 Eby id ALUM. ANOD. ALUM. ANOD. , ALUM. ANOD, ALUM. ANOD. ALUM. ANOD. , ALUM. ANOD. ALUM. ANOD. ALUM. ANOD, ALUM ANOD. ALUM. ANOD. ALUM. ANOD. ALUM. ANTE, ALUM. ANOD. ALUM. ANTE. ALUM. ANOD. ALUM ANOD. I% Rad. 45 MIN. 45 MIN. ,45 MIN. 145 MIN. 45 MIN. , 45 MIN. , '45 MIN. 45 MIN. Ildwr Grow 6 8 ' 5 5 2 6 8 8 2 3 4 8 4 4 4 4 4 9 4 3 DMA Mod 11 /'A9.0 11 / A9.0 11 ,/ A9.0 11 / A9.0 11 / A9.0 11 / A9.0 11 / A9.0 11 / A9.0 21, 22 / A9.0 21, 22 / A9.0 21, 22 / A9.0 21, 22 / A9.0 21, 22 / 09.0 21, 22 / A9.0 21, 22 / 09.0 11 / 09.0 511 11 /49.0 11 / As.o 11 /' A9.0 , 11 / A9.0 , 11 /09.0 11 /'A9.0 11 / A9.0 11 / A9.0 21, 22 / 09.0 23 / 09.0 21, 22 / 09.0 23 / A9.0 21, 22 / 09.0 23 09.0 21, 22 09.0 23 A9.0 21, 22 / 09.0 21, 22 / 09.0 21, 22 / A9.0 11 / 49.0 Roth, RE-KEY RE-KEY RE-KEY, SIDELITE 3 WIDE SIDELITE 3'-0" WIDE RE-KEY SIDELITE 1 WIDE SIDELITE 3'->" WIDE, VERIFY IN FIELD SIDELITE 3'-0 WIDE BI-PASSING CLOSET ODORS KEY TO LANDLORD'S MASTER HARDWARE SCHEDULE DOOR & WINDOW TYPES HARDWARE KEYNOTES 5 RE-KEY EXISTING PATIO DOORS TO TENANTS MASTER. N 5. SLIDING LATCH AND LOCKING MECHANISM 137 DOOR MANUFACTURER. TENANT'S MASTER KEYING PROGRAM 4 HARDWARE HE DL 000>/! <S ARE AS FOLLOWS. NOP NON-REMOVABLE PINS NCT ACTIVE LEAF INA INACTIVE LEAF EL EACH LEAF ' DS BOTH SIDES , PER SCHEDULE TYR. VISION PANEL WHERE SCHEDULED, GLASS TYPE A5 SPECIFIED 7 DEADBOLT TO 6E PROVIDED BY DOOR MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM 2. SLIDING LATY,TH AND LOCKING , MECHANISM PY, DOOR MANOEACTORER KEYINGITO MATCH TENANT'S MASTER KEYING PROGRAM KEYING TO MATCH --> 01-PASSING CLOSET DOORS READ ONLY, NO PRAM DOOR KEYNOTES ALL SWINGING DOORS TO RECEIVE 3/ 8" UNDERCUT NON-RATED DOOR LITES ,AND ':; TO DE 54" ;. 'TEMPERED OR SAFETY LAMINATED 1/LAZING. S N.0, ' 3. WHERE DDOR LIES OR SIDSLITES AR S5REDU ' LED AT RATED DOORS PROVIDE LABELED FRAME AND 1/07150 G ASSEMBLY - GLAZ,NG TO BE 1/4 WIRE GLASS T VERIFY THAT EXISTING DOORS ARE PROVIDED WITH HARDWARE IN ACCORDANCE WITH THE 00110 SCHEDULE. IF NOT EXISTiNG, CONTRACTOR TO PROVIDE, 1)2000-247 EXPIRED 4. WHEPE SLA1.11NG IS RED9 IN FIRE -RATED ASSEMBLES , E SHALL BE RAPT hM HOLLOW METAL FRAMt syE SPE:: DRAWING NUMEER OE GEE RATED ASSEMBLY PT PANTED FIN1SH, SEE SPEC .ALUV ALUMINUM FRALA, SEE spEc 5 , LL DOORS ADACENT TO WALL ARE GIVEN AS 6" FROM FAcE OF JAMB TO FACE OF ANOF ANOD■ZES1 EIN,STE SEE SPEC 4E,AC'ENT V1AEL, N.O 6. CARD NET ACCESS 1 S USED FOR GETTING INTO AREAS AND IS NEVER REQUIRED TO EMI OUT OF ANY AREA OR GUT OF THE BUILDING. X F-R.AriE A B C D ALUM MANE Al B1 Cl pRcuEcr NurveR, 05 0 ALL RATED FIRE .555<801/ES SHALL BE PROVIDED WIT/ 005<015 FOR SMOKE AND , ;Dr DRAFT CONTROL AND BEAR A VISIBLE APPROVAL LABEL SHOWING RATING FOLLOWED BY THE , " LETTER S', THE NAME OF THE MANLIEAGTDRER AN,7 IDENPFICATION OF THE 1I575 G AGNCY CHECKED BY: '"IA) • PROGRESS DATE: FILE: :arr. Shc.49-O lv, DOOR KEYNOTES CONTINUED PLOT: 9. DOOR AND MATERIAL ABBREVIATIONS ARE. AS FOLLOWS T AFFWVED Le 'MISSTEP STI I SPE:. SN. SC SOLID CORE WOOD DOOR. 'SEE SPEC " M111111111.1 1 .1.1 H c„ RECEN U,C FTN SEE ARCHITECTURE CONSULTANTS REVISIONS 1551W c„,r, FE SUBMFTTAL 271126100 All dm.? awl ant. anemia' b55156 omb., tts origral arcl taFtbEshad sm. of' Ow Cope:eat. and 'We mob nay not be duplicated mad cc bibblcoad tab... ult., come* of the Sabsy Corpora.. Tenant Improvement for Nei-Strea at intergate. alest 12101 Tukwila International Blvd Tukwila, 814 DRAWING TITLE: DOCR 000.R DET4ILS PERMIT TER Op{ Ibor/!i WALL CONST. PER SCHEDULE Geed RKc ff. HMDOCR FRAME Na au mirk. - - AY S OR C GLASS /.. i SEE SFECFIGATION FINISH - ( = - - - HM DOOR PER SQEDIJLE I I i._I ; il PR 7D FLOOR ALUM[ F?s l E ST 5IBI SEE SPECFIGAT1O N 514t1 AS REQUIRED sr IL - 1___ 2Y !a I nu I I.. _fir_ 4' d - TYPICAL, UNO. 0 TYP. HOLLOW MEr0 1 RELITE SILL, JAr1S, EA `.,eats HALF °.rte HALF SIZE DOOR i I PER SCHEDULE 4 HARDWARE / DOOR FER SC EDIEE 1..3/4" 3' -0" 7 "' o 4 ST -1 ALUM. ANOD. PER ECfEDULE 1 11 / A9,0 11 / PARTITION FRAME SYSTEM WI ALUM. FRAME STSTB1 SEE SPECIFICATION 1/4' OR 3/8' GLASS B 1 3/4.. ALUM SEE SFECIF CAT10N 7' -0" SC -WD ��� 1�1J SEE $FECFICATION ALUM. ANOD. I I /2' �. L b2.j, 11 / A9.0 11 / 21 DOOM' J41'11:3 6 SIDELITE DEL I TE 22 ALUM, DOOR JAMS See. RALF SIZE 5cate. HL4LF SIZE Op{ Ibor/!i Fame Geed RKc oath Ie..b Na au mirk. Mr AY r der iwi 11611 lie Lehi IN , r..w Nrd rob sr 420.1 A 1..3/4" 3' -0" 7 "' ' SC -WD ST -1 ALUM. ANOD. 45 MIN. 1 11 / A9,0 11 / A9.0 420.2 B 1 3/4.. PR. .3 7' -0" SC -WD PT -3 ALUM. ANOD. 45. MIN. 6 11 / A9.0 11 / A9.0 ;. 420.3 421.1 <E> A 1',3/4" 4' -0" 7' -0" SC-WD : PT -3 ALUM. ANOD. :. 45 MIN. 8 5 11 / A9.0 ' 11 / A9.0 RE -KEY 422.1 425.1 A B 1 3/4' 1 3/4" 3 PR 3 0" 7' -0" 7 - 0" SC -WD SC WD PT -3 ST -1 I ALUM ALUM. ANOD ANOD. 45 IN , 45 MIN. '5 2 11. / 11 / A9.0 , A9.0 11 /' 11 /, A9.0 A9.0 ■ 425.2 B 1 3/4" PR. 3 7-0" SC WD PT -3 ALUM. ANOD 45 MIN. 6 11 / A9.0 11 / A9.0 425.3 <0> 8 RE KEY 425.4 <E> _ .. 8 RE -KEY .427.1 B 1 3/4" PR 3' 0' 7._0,. 'SC WD .. ST i ALUM. ANOD. D 45 MIN. 2 11 / A9.0 11 /. A9.0 ;. 430.1 C 1 3/4" PR. 3' -0" 7 - 0' f ' SC -WD ST -1 ALUM. ANOD. 45 MIN: 3 11 / A9.0 11 / A9.0 SIDELITE , 3 WIDE 432.1 1 3/4" 3' -0" 7' -0 " SC -WD ST -1 ALUM ANOD. 4 21. 22 / A9.0 21, 22. / A9.0 23 / A9.0 SIDELITE 3' -0" WIDE 432.2 : <E> g ,. RE -KEY 433.1 Cl 1 3/4 3' -0 7 SC -WD ' ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21. 22 / A9.0 ' 23 / A9.0 SIDELITE 1 WIDE 434.1 CI 1 3/4 3' -0 7' -0'' SC -WD ST -1 ALUM. '.. ANOD. 4 21, 22 / A9.0 21, 22 / A9.0 23 / A9.0 SIDELITE 3 'WIDE, VERIFY IN FIELD 435.1 C I 1 3/4 3 7' -0" SC -WD , ST -1 ALUM ANOD. 4 21, 22 / A9.0 21. 22 / A9.0 23 / A9.0. SIDELITE 3 'NIDE. 436.1 A' 1 3/4" 3' -0' 7 WD ST -1 ALUM. ANOD..' 4 21, 22 / A9,0 21, 22 / A9.0 437.1 A 1 3/4 3 ' -0" SC - ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21, 22 / A9.0 439.1 - 0 1 3/4 6' -0 7 ' -0" SC - ST -1. 9 BI- PASSING CLOSET ii00RS 440.1 Al 1 3/4" 3' -0" 7' -0" SC -WD ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21, 22 / A9.0 450.1 Al 1 3/4" 3' -0" 7' -0" SC -WD ST 1 ALUM.'. ANOD. 3 11 / .A9.0 : 11 / A9.0 KEY TO LANDLORD'S. MASTER N) 0 0 O N 0 O 0 m DOOR DETAILS DOOR & OPENING SCHEDULE HARDWARE SCHEDULE Entry Drs, Sgl Entry Drs. DbI... Entry Drs, Sgl.. Office. Doors, Sgl Equip. Rm . Drs, Sgl Equip Rm . Drs, Dbl Equip Rm. Doors, Sgl Existing Patio Doors Bi- Passing Closet Doors X U DOOR & WINDOW TYPES / NAP NON- REMOVABLE PINS ACT 1 ACTIVE LEAF INA INACTIVE LEAF EL EACH LEAF BS BOTH SIDES / / HARDWARE KEYNOTES S. RE -KEY EXISTING. PATIO DOORS T0. TENANT'S MASTER. PER. y HEDULE t TYP: RI-PASSING VISION PANEL WHERE SCHEDULED, GLASS TYPE AS SPECIFIED CLORS HEAD OSET NY DO No r - Rat N. M FRAME A D ALUM. FRAME Al B l Cl LATCH TENANT'S 1. DEADBOLT TO' BE PROVIDED BY DOOR MANUFACTURER. KEYING TO MASTER KEYING PROGRAM L SLIDING LATCH AND 'OCKING MECHANISM PT DOOR MANUFACTURER. EYING TO MATCH TENANT'S MASTER KEYING.. PROGRAM 3 SLiD!NC- LATCH AND LOCKING MECHANISM BY DOOR MANUFACTURER. KEYING TO MATCH ,,.ANT'S MASTER KEYING PROGRAM. HARDWARE SCHEDULE ABBREVIATIONS ARE AS FOLLOWS: DOOR KEYNOTES DOOR KEYNOTES CONTINUED T VERIFY THAT EXISTING DOORS ARE. PROVIDED WITH HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE. IF NOT EXISTING CONTRACTOR T0. PROVIDE. 02000-247, EXPIRED ALL SWING DOORS TO RECEIVE 3, /8 UNDERCUT. 8. AL RATED FIRE ASSEMBLES .SHALL BE PROVIDED WITH CASKETS FOR SMOKE AND DRAFT CONTROL AND BEAR A VISIBLE APPROVAL LABEL SHOWING RATING FOLLOWED BY THE ALL NON-/RATED COOR LITIS ANA SJ5F Ili= rC BE 4" CLEAR TEMPERED Ort LETTER 'S. THE. NAME OF THE MAiNUMCTURER AND IDENI:FICATI SN OF THE USPNG AGENCY 1.FEIY'.AMTNAT ED GLA U. N.O- 9 DOOR AN I ABBREVIATIONS ARE 4� FOLLOWS: WHERE DOOR LITE'," OR SISSLITET ARE SCHEDULED AT RATED DOORS, PROVIDE LABELED Horan AND A,T;NG A SEMnr Y'. GLAZING. TO BE 1/4" 'WIRE GLASS. WHERE '.LAZING ": RLi:UIRED IN FIRE - RATED ASSEMBLIES, GLAZING SHALL BE PART' Or :HE RA ASSEMBLY: ALL DOORS .ADJACENT TO WALL ARE GIVEN AS 6` FROM FACE OF JAMB TO FACE OF A iACENT WALL, IL N.0 H. CODS WET A C ESS S USED FOR GETTING INTO AREAS AND IS NEVER REQUIRED TO =HIT OUT Or AN AREA OR GUT OF THE BUILDING SC SOLID CORE MOOT O 1R. SEE LP' LAMINATE PLASTIC FINISH., HM HOLLOW METAL FRAM PF PAINTED FINISH, SEE ALUM ALUMINUM FRAME, SE .ANDO ANODIZED FINISH, SEE S BEY ARCHITECTURE CONSULTANTS REVISIONS ISSUE DATE Pm-tn SuEtBTTAL 07/2/00 All &mago and art. tetanal Fvett conduit tte wlgtal and up:bDe ed mealier Caporetton and the name may not be duplicated used Q disciaged with:. the mortal comet of the S aber Corporation_ Tenant tnprovement for N ✓tI! a EN -NET • at lritergatKB il/est 12(0!' Tukwila International Blvd Tukwila, tll4 DRAWING TITLE: DOOR SC -E AJL_ . - 4<DWARE SCHEDULE DOOR DETAILS PROGRESS DATE: FILE Z000 PLOT: PRaecr WIESER 99 - 70 DRAWN CHECKED BT: GAL AS.0 OP T CITY R OF TL(W1tA ER NO TES COLE: UNIFORM BUILDING CODE (UBC) LIVE L OADS ACTUAL EQUIPMEN T LOADS SHOWN ON STRUCTURAL SHEETS PLUS 50 PSF ENE LOAD. SEISMIC.,.... .... 3 GENERAL CONDITIONS - '9.7ESTIO.O THE CONTRACTOR SHALL EXAMNE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL TERTEY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT /ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. 3. ALL OMISSIONS DR CONFLICTS BETWEEN THE VOODOO ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED A. TN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE `GENERAL NOTES" AND /OR 'STANDARD DETAILS'. 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE MSRK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OE ANY CONDITION WHICH TN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE DR CAUSE DISTRESS TO THE STRUCTURE. a THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES SEQUENCES AND PROCEDURES. AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST ED/DON OF THE UNIFORM BUTLINC CODE, 1997, AND ALL OTHER RECULA'IAC AGENCIES EXERCISING AUTHORITY OVER.. ANY PORTION OF THE WORK. 1C. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND /OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRAt,NG OTT ALL STRUCTURAL MEMBERS WRING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND REFACE/I STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED iN WRITING TO THE ENGINEER PR/CR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL SE DONE WITH MATERIALS, METHODS, AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 75 PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC. SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. SPECIAL CONDITIONS 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR. TO CONSTRUCTION. CON ,R1 REFF0ENcF A11D R.S• 4C I', A5-318. uDC. U N AI a aw!...PE TE STTGNGTH (28 DAYS): DECK TOPPNG AND S AB 4,000 PSI 2. TAXING: CUM° T WITH LAC -301. DO HOT EXCEED THE AMOUNT GF WATER S"EC..IED IN THE APPROVED MIX., PROPORTIONS' OF AGGRLGA SE TO CEMENT SHALL BE SUCW AS TO PRODUCE A DENSE WORKABLE MIX M"AGH CAN 'BE PLACED WITHOUT SEGREGATION OR EXCEES'' SURFACE' WATER 3. PLACING: COMPLY KITH AD -301. PROVIDE A 3/4 NCH CHAMFER ALL EX ^OSLO CONCRETE EDGES, UNLESS INDICATED OTHERA/SE ON ARC:7HTECTUR. /II DRAWINGS 4. MP: 4' PLUS OR MTN'US ORE INCH. OO ADO WATER TO MIX TO ,NCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES 5. CURING: GSM L` AiRT ALI -301. KEEP CONCRETE MOST FOR SEVEN: DAYS 1.0.1M,UM. E JONPNG: PRO - DE ADECUATE XeNTI/G TO MINIMIZE EFFECTS O' V,ALIME CHANGE. /DINTS SHOWN MAY BE ADJUSTED AT CONTRACTORS CPTTON, WVTH PRIOR APPROVAL FROM ENGINEER. 7 WEATHER EXTREMES COMPLY WITH AD 305R FOR HOT MEATIER, COMPLY NTH AC 3060 FOR COLD OATHER CONCRETE INSER CONCRETE INSERTS .HALL BE MANUFACTURED BY HOD OR APPROVED EQUAL. SUBMIT !CRC REPORTS ON ALL FASTENERS. MELDED 'WIRE FADSC. WELDED BARE FAnxC SHAG: CONFORM TO ASTM A 1B5. SPLICE LENGTHS SHALL NOT BE LESS THAN ONE SPACE. NOR 6 INCHES REINFORCING STEEL REFERENCE STANDARDS' AC1 "0L1AkINC MANUAL" (SP -66); CRS/ MANUAL OF'STANDARD PRACTICE (USP-1) ' 2. MATERIALS: REENFGRME STEEL; ASTI A615, GRADE 60 RESFORGNIG F/ERS POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP: LAP CON-NllOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) STANDARDS AND SPECIFICATIONS: 7. MANUAL OF STEEL CONSTRUCTION, 9TH EDITION (ALLOWABLE STRESS DESIGN) 2. CODE OF STANDARD PRACTICE FOR STEEL BJBLONGS AND BRAS, LATEST EDITION. 3: SPECIFICATION FOR STRUCTURAL JOINTS USNG ASTM A325 OR A490 BOLTS. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS WDE FLANGE COLUMNS AND BEAMS - ASTM A572 GR50 ALL OTHER STEEL - ASTM A36 (Fy = 36,000 P9) BOLTS - ASTM A307 TYPICAL ASTM, A325 -SC AS NOTED ALL ASTM A325 BOLTS SHALL BE ENGINEER APPROVED SELF LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL WELDING SHALL CONFORM TO THE AC CODES, AND SHALL BE BY WABO CERTIFIED WELDERS WELDS NOT SPECIFIED SHALL BE 1/4" ^' F T A DRY CONTINUOUS RU.t MAUNA USE DR E70 ELE CTRODES 4, REMOVE ROLLING LUBRICANTS AND OTHER MATERIALS THAN INHIBIT APPLICATION OF SPRAY APPLIED FLARE PROOFAAD STRUCTURAL STEEL WELDING CONFORM SC THE An CODES D1.1 AND 01.3., AND USE ONLY CERTIFIED MELDERS. WELDS NOT SPECN/ED ARE TO BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES SCOPE OF WORK REINFORCING STEEL WELDING REFERENCE STANDARDS 'ANSI/A1 01.4 STRUCTURAL WENDING CODE - RENFORGNC. STEEL.' 2. MATERIALS: GRADE 40 (ASTM A615) OR GRADE 60 (ASTM A706). ALL GRADE 60 WELDED REINFORCING BARS WILL BE REJECTED UNLESS A MILL LERTFICATE IS SUBMITTED TO THE ENGINEER OF RECORD AND INDICATES COMPLIANCE KITH ASTU A706. SSE ONLY, CERTIFIED WELDERS USE ONLY FRESH E70XX ELECTRODES (AWS A5.1 OR A&5) 3: ALL WELDING OF REINFORCING STEEL SHALL BE PERFORMED USING THE ELECTRIC ARC 'PROCESS IN ACCORDANCE MTH THE APPLICABLE PORTIONS OF THE 'CODE FOR ARC AND GAS MELDING IN BUILDING' CONSTRUCTION' OF THE AMERICAN WELDING SOCIETY. MELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES ACCEPTABLE TO THE REGULATING BUILDING DEPARTMENT ALL MELDS SHALL UTILIZE LOW HYDROGEN ELECTRODES (E90XX). WHEN. WELDING IS REQUIRED, APPROVAL SITALL BE OBTAINED FROM THE ENGINEER FOR THE PROPOSED METHOD AND PROCEDURE. ALSO FULL TIME INSPECTION, NON - DESTRUCTIVE TESTING, AND CERTIFICATION FROM AN INDEPENDENT TESTING LABORATORY KILL BE REQUIRED. WELDING OF CROSS/NG BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED 4. BENDS IN WELDED REINFORCING STEEL ARE TO COMPLY WITH ACT STANDARDS BENDS MUST NOT OCCUR WITHIN 3" OF ANY WELD PROVIDE SPECIAL INSPECTON PER UBC 106. STEEL DECK AND CONNECTIONS FLOOR DECKWC: NERCO C FORMLOK, 20 GAGE, GALVANIZED, (OR APPROVED EQUAL) DECK' SHALL APPLY TO TIE FOLLOWING CODES AND STANDARDS: 1. A19 'SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' 2. MI6 01.3 -89 "SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES" 3 ASTU AS DESIGNATED 4. 1.050. RESEARCH' REPORT /2078 5 LIA,FLNSI BUILDING CODE STANDARD .27 -9, "SPECIFICATIONS AND DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS STEEL DECK SHALL ' COMPLY WiTH ASTM A 446, GRADE A. ZINC COATED PER ASTI, A 525, G60. 6. MINIMUM SECTION PROPERTIES I I (N"4/F SA (IN "3/FT) 5- (TN "3/FT) 20 GA ROTH DECK 0.216 0.235 0.248 DECK INSTALLATION: 7. POSITION ON SUPPORTING STEEL FRAMEWORK. AND ADJJST TO. FINAL POSITION WITH ENDS BEARING MINIMUM 2 INCHES ON SUPPORTING MEMBERS 2. PLACE EPOS END TO END BEFORE PERMANENTLY FASTENED. AUG•N RIM" OYER ENTIRE LENGTH DEOC FASTENING. FLOOR DECK. 1. SUPPORTS PARALLEL TO RIBS SECURE TO SUPPORTING MEMBERS WITH 3/4 INCH EFFECTIVE DWETER FTUSONf MELDS AT 24 INCHES ON CENTER MAX, UN0 THROUGH THE DECK' MELDED HEADED STUDS CAN REPLACE FUSION MELDS. 2. SUPPORTS PERPENDICULAR TO RIBS: SEC/NE TO SUPPORTING MEMBERS KITH 3/4 INCH EFFECTIVE DIAMETER FUSION MELDS AT EACH VALLEY, FOUR WELDS PER SHEET. THROUGH THE DECK WELDED HEADED STUDS CAN REPLACE WSW MELDS 3. 90E' CONNECTIONS: BUTTON PUNCHING AT 24 INCHES ON CENTER. WELDED HEADED STUDS MELDED HEADED STUDS SHALL BE MADE FROM COLD DRAWN BAR STOCK CONFORMING TO THE REOUBEMENTS OF ASTM A/STE MECHANICAL PROPERTIES SHALE IN ACCORDANCE MITI AND O7.T, SECTION 7. STEMS SHALE BE MANUFACTURED BY NELSON OR APPROVED EQUAL). EMBEINIONT ANCHORS SHALL BE NELSON HEADED ANCHORS MTH FLLDIED.ENOS (OR APPROVED EQUAL). STUDS MALL BE I AUTOMATICALLY END MELDED WiTH SUITABLE STUD WELLING EQBAPIBNT RN THE SKOP OR FIELD ON SPACINGS MR'XCATED ON THE DRAWINGS ALL MELDS SHALL' BE MADE IN ACCORDANCE PATH RECOMMENDATIONS LF 'TIE MAI'XJFACRIRER, AND AVIS 0M SECTION 1. MELDING SPECIFICATIONS ALL WELD PLATE MATERIALS SHALL BE CLEAN, DRY AND FREEOF PAINT, RUST, OK. OR OTHER CONTAiMJ ANTS. PLATING, IF REQLNIED SHOULD BE DONE AFTER COMPLETION OF MELDING The STUDS SHOULD BE WELDED TO PLATE MATERIAL OF THE SAME TYPE AND, THTEOASS BEING USED FOR EMBEDMENT AT DE START OF EACH SHAFT TO CHECK FOR PROPER HEED SETUP PRICED IRE. TEST MELDING SHOULD BE DONE IN THE SAME POSITION BEING USED FOR PRODUCTION. TEST WELDS, AFTER COILING SNOIA.O BE BENT BY HAMMER 45' FROM THE VERTICAL POSHTWN' WTHOUT FAILURE: NON -FAURE OF 80TH STUDS INDICATES THAT DIE WELD SETTS iS SATISFACTORY AND PRODUCTION KONG NAY BE STARTED. INSPECTION REQUIRETENTS - AFTER MELDING, THE CERAMIC FERRULE 940uLD BE REMOVED FROM EACH STUD. AND THE MELD FILLET USUALLY INSPECTED. A FILLET Cr LESS THAN 360' IS CAUSE FOR FURTHER INSPECTION. "SUCH STUDS SHOULD BE HAMMER TESTED, BENDING THE STUD 15' FROM THE VERTICAL TOWARD THE CLOSEST END OF THE ELNEDIENT PLATE OR STEEL MEMBER. BENDING WITHOUT FAiURE BRkCATES' SATISFACTORY HEED. BENT STUDS MAY BE LEFT BENT WEN STUDS ARE WELDED TO STEEL PLATES OR MEMBERS MTH TELEERATTI ES BELOW 32 F., ONE STUD N EACH 100 SHOULD BE TESTED BY MONO 15' FROM THE VERTICAL WARNING - MELDING SHOULD NOT BE ATTEMPTED WIEN THE BASE METAL TEMPERATURE IS BELOW 0 deg F. OR WEN THE STEEL SURFACE IS MET OR EXPOSED TO EALING RAN CR SNOW SHOP DRAWINGS SUBMIT I SET OF PINTS ALTO 1 SET OF REPRODUCIBLES FCR REVIEW PRIOR TO FAR ATKIN FOR TIE FOLOW1IYG: L CONCRETE _KH.0 RYJ ENT STEEL F THE STEEL FABRICATORS SHOP RRAVANGS DIFFER FROM THE BUILDING', O FTCAL APPROTI€D DESIGN DRAMNCs, RENESK A DRAWNCS BEARING O# , PROFESSIONAL STAMP OF THE ENGINEER OF RECORD SHALL BE 93IMTIED TO BR/WANG OFFICAL FOR APPROVAL 3. MLSLST1ANEOJS SIFF( FABRICATION [MAKINGS. SUBMITTALS SUBMIT 3 COPES FOR RENEW PR/OR TO FABRICATION FOR k) CONCRETE DESIGN MIT B) CITE INSERTS C) EPDXY ADHESIVES D) TROUT E) LATERAL BRAHWIG TIERES AND EOUWENT INSPECTIONS MELDING::. REFERENCE STANDARDS: UBC TOE INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING DEFIGAL CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WiTH APPROVED PLANS CHECK FOR REQUIRED COVER, SIZE AND GRADE PROVIDE INSPECTION IN ACCORDANCE KITH UBC TO& STRUCTURAL CONCRETE BOLTS INSTALLED IN CONCRETE CONCRETE REINFORCING STEEL STRUCTURAL STEEL FABRICATION AND ERECTION STRUCTURAL STEEL DECKING HIGH STRENGTH BOLT INSTALLATIONS AND ' SPRAY APPLIED FIREPROOFING ANCHOR BOLT INSTALLATION! EPDXY EMBEDDED ANCHORS STRUCTURAL STEEL EMBEDMENT IN CONCRETE SPECIAL INSPECTIONS SPECIAL NSPECTION BY WABO CERTIFIED NJSPECTORS.IS REQUIRED iN ACCORDANCE WITH THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS: THE SPECIAL INSPECTORS SHALL, IN ADDITION, BE QUALIFIED IN ACCORD- ANCE WTH THE 1997 UBC SECTION 1701.2 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1701./S SPECIAL CONDITIONS SHORING VERIFY ALL DIMENSGNS al FIELD AND PROVIDE ADEQUATE AND BRAONC OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCES FOUND BETMEEN STRUCTURAL' AND OTHER DOCUMENTS ARE TO BE NOTED N MRIIING TO THE ENGINEER PRIOR TO ComSTNUCR10N. AL TERNA TES: INDEX ST - GENERAL NOTES, INDEX, KEY PLAN & ABBREVIATIONS S2 - 4TH FLOOR FRAMING PLAN / DECK DETAILS S3 - ROOF PLAN S4 - ROOF FRAMING DETAILS ORE SECTION 1701.5.1 UBC SECTION 1701.52 UBC SECTION 1701.54 INC SECTION 1701.5.5 UBC SECTION 1701.5:52.2 UBC SECTION 1701.56 UBC SECTION 1701.5.10 UBC SECTION 1701.5.15 UBC, SECTION 1701.535 UBC SECTION 1701.515 ALTERNATE ASSEMBLES AND MATERIALS MALL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW.' JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED DR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS TECHRWES, SEQUENCES OR PROCEDURES FOR DE CONTRACTOR TO PERFORM HAS KIRK. THE UNDERTAKING or PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERMAN OF ACTUAL CONSTRUCTION NOR MAKE HAM RESPONSN.E FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF MIRK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPIERS OR,.THOR ELIROYEES, OR. FOR ACCESS VISITS, ' USE MORK, TRAVEL, OR OCCUPANCY BY ANY PERSON D 2000- 24.1 EXPIRED ABRENATIOFIS: AB O011 ALT ALTER ATE 8 APPROX APPROXIMATE BOO BOTTOM BOT BOTTOM BRG BEARING BTU BETWEEN CJ CONTROL JOINT OR CLEAR CUE CONCRETE MASONRY COL COLUMN CONC CONCRETE CONK CONNECTION CONDO CONSTRUCTION CONY' CONTINUOUS CONTR CONTRACTOR CTR CENTER DET DETAIL DIA DIAMETER DIAL DIAGONAL DIM DIMENSION OL DEAD LOAD EA EACH EF EACH FACE ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT ES SLOE S/V .. EACH WAY EXIST EXNSTR+G FON FOUNDATION FG FIG F111SH GRADE FLFR FLUSH FRAME FLANGE EACH FIR FLOOR FP FULL PENETRATION FT FOOT FIG FOOTING FS FAR SIDE GA GAUGE CALV GALVANIZED CR GRADE NOR HORIZONTAL HT HEIGHT IN NCH JT JOINT LL LIVE LOAD LOC LOCATION MAX MAXIMA! MB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MIN MNk9UN ML MICRO -LAM (LAMINATED I 7 G2 VENEER LUMBER) NO NUMBER NS NEAR SIDE NTS NOT TO SCALE DC ON CENTER \ \ \I OH OPPOSITE HAND DPNC OPENING 058 ORIENTED STRAND BOARD (RIM BOARD) OSF OUTSIDE FACE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE NCH R RADIUS REF REFERENCE RENE REINFORCING REDD REQUIRED S SLOPE SCHD SCHEDULE DE C SECTION SF SQUARE FOOT SLIT SHEET SIM SIMILAR SODS SPACES SPEC SPECIFICATIONS SiD STANDARD SR. STEEL STRUCT STRUCTURAL i TOP THICK TOC TOP' OF CONCRETE YOU TOP OF STEEL TOW TOP OF WALL TUBE STEEL TYP TYPICAL LINO UNLESS NOTIFIED OTHERLMRE VERT VERTICAL W KITH IMIS MELDED HEADED STUD WT WEIGHT VILE WELDED MARE FABRIC 11 1111ii8111Ii 11111II11111111111111111111 ' ° 111111 11111111 1I1111111I111111111111 11111 I 111 11111ii111111! r1t99 t ,1 1llI III 1111 iii :iinoi � !IY1�f:11E I j ,iir tUII ui�iiuiii 111111iiiuu� 1111 i�t r� , 1HIIIIIINNNIW IIIIUIU1111N11111IP � � FOURTH FLOOR FRAM NO PLAN (F -4) SCALE /32 xmp S3 SCOPE OF I WORK di i11■71l1111111111 = = enni mma iI • 111511111!111115111�11151111Ri3 !111111:111111) • n)IILT �«i!ir��� ueu�o��� '!I�! mM. IQLi . ►, �. -�� - �''` iirme 10 ROOF FRAM NG PLAN SCALE : 1/32' AUG 2 5 2E0 LJ i EXPIRES OCTOBER 24, 20001 w U) w i CD z -3 w z w Ca JOB NUMBER 00056 DE5I B Y SA DRANK EOKER BY -- JG DATE 7= 26 -00: SHEET. ,UVB58 4 NE I S 1 CC PERMIT CENTER Q C E z F- CO Q F CC LLB F- LLJ LLA Z C-) <=[ W Z I SCALE 3/4 = 1' -0° R 3/4', TYP g - +— i t--- -t fFt. ® 0PS WT 3000 ® 8ATIERY WT 4000 ® DC BATTERY WT= 4064 lb ® CST WT= IMAM OF 24001b F O R 1 „ OF,.3 CABINETS E® RECTM Wf= 551 `ib _ - • P00 WT= X0501b ® 5Ys C9NTN% WT= 2400 b Q EXT MANI WT= 300 Ib. "'EXIST 4TH FIOQ ' EXISTING TS10x10x3/8 EXOST 4111 FLOOR `: EXISTING W18x65 CONNECTION DETAIL CUT PLATE OVER EXISTING 16x5 JOISTS (FIELD VERIFY LOCATIONS OF XX STS; SCAiE ,s /4' = 1' - 0" 35 -o CONNECTION DETAIL SCALE 3/4° =r-o. EXISTING *78x6,5 CONNECTION DETAIL SCALE 3/4' = CONNECTION DETAIL I C IL!`WIL4 A`'PRO?;!ED AUG 25 t , 200 CL` WALE: 3/4° = i °_0• SNEE? NUMBER RECENED s 2 Cm OF nKUViu oFau� REINFO PER 12/S4 (2 PLACES) REINFORCING PER] 2/S4 (5 PLACES) \ REINFORCE- PER 7/S4 (4 PLACES) • - - 11, - - - REINFORCE . PER 5/54 (4 PLACES) 0 0 ® 15 ; 15 30 --, ,1A -j 1 1 1 I 1 i REINFORCE - PER 2/54 (9 PLACES) RaNFORCE-•• PER 13/S4 (z PLACES) " x ROOF PLAN (.0 VI UNIT 0 tZ) I H — REINFORCE - PER 16/54 (6 PLACES ACA LtNi) )HvAc) SCALE 7/8 z NORTH 35 30'-0" 30 1 vow" . D 200 0 447 7Th 8 , 15 PPROLD' AUG 2 5 2Tja BOLDiN, OrjaaER • PORNO p AT4R ciiyRRE11%, Ali • SEC 12 S4 NEW 5/8%1S-6' ./ AT EA SIDE — — 5/13%12'—Er AT EA SIDE Fr / TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING OSTS , TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JG4STS NEW DOUBLE L 1 1/4x1 1/4/0/16 TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS sp_ 0 5 15 S4 • 4: is 4444114 CALVAMZE TS4x4E1/4 A500 DR3 3 1/2 STD PrE FED cur TO f4 ARK ROOFING. %MY , A VANN "AVM SECTION SCREEN. WALL SCALE 3/8 = I DI • 1 1 1 \`` k§'• fr AramER T: 03 4:4:1/4 SCREEN POST Pputl IcCE 4 BRA EXISTING JOLST TS 4x4x1/4 26 GA CALVANI2 %LUNE 32 STEEL SCREEN WALL EACH PANEL TO SPAN THREE-BAYS Wean& t ATTACH W,/ HUT 12-24 RTIN fl_ KC-PRO SCREWS AT EA VALLEY, EA SUPPORT NO r QC AT PARALLEL SUPPCNTS 3 6 28 CA CALVANTZED V-.1.111E 32 STEEL SCREEN WALL EACH PANEL TO SPAN THREE BA RNARIM Y; LIO ATTACH W/ 16LTI 12-24 HINi f4 KW-PRO -PRO SCREWS AT EA VALLEY, EA SUPPORT M r QC. AT PARALLEL SUPPORTS 3 1/20 STD PPE NEED CUT TO CONSTANT ELEVATION APPROX ABOVE ROOFING HIGH POINT EXPIR w 0 z 0 z 173 OCTOBER 24, 20001 Cr Z Z LL1 Z ujrn 1-- — CD Cf3 Ld z 00056 SA DESIGNED B`f ^ DRAWN 8 ' JG RB CHECKED BY ' DATc 7 -26-00 9irto,1%4 S4 1 '1E13MT CENTER 7 , NEW END PLATES 3/16x5 EA SIDE SECTION A FLANGE OF TOP WELD TO VERT CHORD, TYP / COPE EXIST SEAT AS REQ'D 70 ALLOW NEW we MEMBER THRU TO /— NEW END PLATES EA SIDE 3/16 EA SIDE .4 3/16 , WELD TO VERT 11 3/16 1/2 i414 FLANGE OF TOP CHORD, TYP \—NEW DOUBLE L 11/40 1/03/16 (12)PLACES ,-- NEW END PLATES / EA SIDE _ . /1 7 /40? NEW 3 16 2 r " • • /- I /8 71 1/2 MIN -ER END Al EA 90E ' rn-O \--NEW DOUBLE 1 1/4.1 1/4x3/16 (8)PLACES / NEW 5/13 AT EA SIDE 1/8 4/2 mu i , ,,TYP EA END (J58) 16K4 JOIST w— WELD TO VERT kel \ FLANGE OF TOP ' CHORD, TYP ---DEW DOUBLE lx1x1/6 (4) PLACES NEW 5/8 / AT EA SIDE 4 C, \' — NEW 5/8 AT EA SIDE (J57 AND J59) 16K4 JOIST SCALE 3/4' = NEW 3/162`xe-6 NEW DOUBLE L 401x1/8 AT EA SIDE (4) PLACES TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS SCALE 3/4 = 0" '—NEW 5/11%13'-6 AT EA SIDE (J56) 24K6 JOIST SCALE 3/4' = (J56A) 24K6 JOIST SCALE 3/4 1 - 0- (J50) 16K4 JOIST SCALE 3/4 = , NEW 3/16 AT EA SIDE '— NEW 3/16 AT EA SIDE TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING ,POISTS S'-0 MIN WI8/c46 OR W16426 C3+D3 I 4 , ° I (5)9 HOLE - 44 4416 '-cot.011N . 43 (5)8 (0 HOLE 444 4416 HVAC PENETRATIONS AT W18 OR W16 SCALE 3/4 = 1 —0 SECTION SEE NOTE FIELD WELD SCALE 1 1/2" = BETWEEN AST TOP CHRD ANGLES 7 1/8 174 ExPIRE 1)2000- ALONG LENGTH \2-12 —MATCH PANEL (3-12 POINTS. TYP AT 450) ALONG LENGTH MATCH PANEL POINTS, TYP SECTION SCALE 1 I/f = 6/80 GR50 BAR, TYP WELD 5' AT EACH END AND 2' AT 17 MATCH PANEL POINTS AT ENDS OE BAR TYP AT END OP BARS, TYP NOTE: MINIMIZE CHORD WARPING BY WELDING 60111 5/60 BARS ALTERNATELY AT EACH NEW FOINT LONG LEGS BACK rp BACK TYP NEW NIDE ELAM:Z— *6 PER PLAN > 3/16 EA 4WD! 3 16 (2) PLANICAL 1/4 3/8x584' PLATE (2) PLACES EQUAL DIST 1/4 SECTION SCREEN WALL SCREEN WALL BRACE OR POST 3/8x46 // / - \ 3 1/20 STD PPE REF 20/S4 JOIST MST PER PLAN 4444 44444 SCALE 3/8. = 1-0" 1/4 V / — TE 4 1 it„...--130L18/..E. 11/2"xt 1/2"x1 I I //' , 1 , , I r, 1 CITY OF EXIST pr,n o454514446 r n D 15454 AUG 2 5 20c'd 20 JOIST REINF FOR SCREEN WALL S4 SCALE = 48'W DUCT P IHRU ROOF 4 CONNECT TO PLUMBING IN CHASE ON THIRD FLOOR... `.` FUTURE 5 X 10' -0 X 2'0' HIGH (INSCIE) SHEEIROCK R/A PLENUM BY GENERAL CONTRACTOR: OPEN 0 ENDS (TYPICAL 3 PLACES)��_� . EW1E CROMONIIE 46-IL 4.6 KW - 277 /1/60 MOUNTED. IN CABINET UNDER SINK SROC: JUST SL- 17519 =B-GR, J -35 CRUMB. CUP, 3 /4 WALL TO SINK &EWH 2`VTR,T DN: 5' - 0" X 10' - X 2' -Q' HIGH (INSIDE) SHEEIROCK R/A PLENUm BY GEN_ CONTRACTOR. OPEN 0 ENDS (IYP) 26'0 UP - - =THRU ROOF EXIST W24 CORRIDOR WALL SAD .-24 - x18" TRANSFER SECTION NOT TO SCALE P AU 013 DRAWING NUMBER ECEIVED CPfYROF 111KWilA 18 12f BEAM-/ ,__.. pQ __.. sr-8'-0 MIN (5) 9"6 HOLES THRU NEUTRAL AXIS OF EXIST BEAM ROOFING ROOF DECK SEAL TO ROOF DECK tr MIN CLEAR 0 BEAM DRYWALL FRAMING & GYP_ BD. BY G.C. M34 FOURTH FLOOR PLAN HVAC & PLUMBING SCALE 1/8' = i' A Ey OORPORAHON ARCHITECTURE GROUP CONSULTANTS flechari at Contactors and Enemas 5005 3rl Ave South P.o&nx 24567 Setae, era: 981 phone 2) 7622524 5400 AE Colombia ®td Porfdo4 Cr 97248 & (503) 337 -6903 PERMIT ISSUE 7/26/00 REVISIONS ISSUE DATE 7/26/00.. N drawings and =lien material impairing herein moue the original and unpubriehed wank of One Sorry and the same may not be dupimted, used or without the wrtlien consent of the Sa6ey Corporatism Improvement for at Intergate (Let 12201 Tukwila international Blvd Tukwila, tLL4 DRAWING TITLE: FOURT4 FLOOR PLAN NV,4C PROGRESS DATE FILE PLOT: PROJECT NUMBER: DRAWN BY: J,J, CHECKED BY: C.L. APPROVED BY EXPIRED DRAWING NUMBER:'.. 26'0 DNS 26'0 DN 1 1 E 1 CORPORATION t /2 ° NPCW. CONNECT TO HUMIDIFIER (TYP.) 26'0 ON 240 ON 32 240 ON 480 DN - 3 /4'NPCW FR011': BELOW ROOF' NPCW 480 3/4: NPCW ON THE ROOF. PROVIDE FEAT TAPE, INSULATION & WEATHER -PROOF JACKET FUTURE 38•(48' ON THRU (TYPICAL) 1 /211PCW_ CAP FOR FUTURE' ( AC - (F) M3.5 EC -3 i _(FUTURE) ;+ ROOF PLAN - HVAC & PLUMBING SCALE: 1/8" = t' -O 1m - j ) NC-4 (FUME) D2000 -247 75 ARCHITECTURE ORO'UP CONSLY,TANTS REVISIONS ISSUE DATE 7/26/00 MI of th and mitten an work amain heath caraitote the Wed the the and k oR f the Saber, and the name mar en not d be ba not be ed, used ar without Use written comma of the Sorer Corporation. PROGRESS DATE: FILE: j� 1s trY and &givers 5005.OfAvSouth P,011or 24567 Seo1it Mx 98/24 pnone for (2061 7 5400 Az£ abaft! 8heL Portland' RE 97218 phone fox (50:331 PERMIT ISSUE 7/26/00 Tenant Improvement for Nets at !ntergate West 12201 Tukwila International Blvd Tukwila, 1114 DRAWING TITLE ROoF PLAN - NYAC PLOT: NUMBER DRAWN'. BY: .1J. CHECKED BY: C.L. APPROVED. 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Basis of nesinn P E pin - u!w: ap00. 00/9 - 60 L54 .PNO gg 69 . up apco 00 /1: 3 = .0o0 71f3I7LZ0H7H £a 0£Z c/nas 1 .9 01 —,L u '�'g a £•OL 01 zna `tli $EEt € 8 144 y { y � Z Plo •.O.UI apoo 06/9 LS b PIA - up apoo OZ /1 S £LZ 000 eino, p ; £ b M g � � 1.S, g� v P1 - two soca... 00/9 - 60 '.. LS-4 pin - up apoo 00 /l - 91 ^$g .OI -.L 2 SL uufacgqm 3p 8411 �.t..t SUPPLY PAN Supply Fan Type Sup -.Fan Confq -(Blow Thru /Draw. Thou) Max. Supply CFI' Supply ES-P- t Supply fan T.S.P_;(ESP +.Int'.. Losses) Supply BHP / HP ...... Supply Motor Efficiency Type of VII/ Contra) Quantity of Supply Fans t h Retum /Est BHP / HP Return Motor Efficiency Type of VAV Control Quantity y of Return /Exhaust Fans - - (314/80) 1V3 Ludo 6 .90031 _ - SA117003 ! Cooing Coi tAT (OB/WB) (std -cogs) Coofeq . Sensible/Total (std. coils) Ilgh Cepouly.Evap- Cod SKATING Heolno Cull T HZFS .01110 PRoof11 AwroA [ 351 1 4806 WW1 (4 AloPo1 6 aFnpa_h9d!0H 1869 (8) 313 X119 3S1M (asoo lsloue)(gso . 1Lmq 93!9 ssel) 11 P1 6960'0.100 suswnuo3 P 10 9001 00mnoi 6310^11 (x ) 933 MI 01 9 9 nams.1. 885 IA IAN S lc 5 0 PPRKI gg 01 Ng 5, z • N rn co b � a V�(Ilnbd iJOlbtl]dl` 'WV ILL (11 JWII flll()'f. 'r[ Alnl` 'AOO8:11 il ' llbn t0 'I d OMO'1'6W \NMO \N VVb3a .S1.!N Z6CSf\s90 \,NI \ :d :]WVNTIJ WATT -HOUR METER AMMETER VOLTMETER TRANSFER SWITCH ENGINE - GENERATOR AVAILABLE SHORT CIRCUIT CURRENT !MOIRE` 42 DRAWING NUMBER MEW O LIGHTING FIXTURE, WALL WASHER d 11 FLUORESCENT FIXTURE, DRAWN TO SCALE ON PLANS- LETTER IN FIXTURE INDICATES SWITCH LEG CONTROL FLUORESCENT STRIP FIXTURE„ DRAWN TO SCALE O FIXTURE CEILING MOUNTED 0-0 ❑• Q-I FIXTURE WALL MOUNTED Q FIXTURE RECESSED WALL MOUNTED ® EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED. SHADED SIDES ILLUMINATED 0 ag€0 4> IG GFfil) OR 3 WAY SWITCH 4 WAY SWITCH SWITCH - KEY OPERATED $ SWITCH - WITH PILOT LIGHT DIMMER $ MOMENTARY CONTACT LOW VOLTAGE SWITCH ® RELAY - NEC CLASS II ❑T LOW VOLTAGE TRANSFORMER Oa OCCUPANCY SENSOR $� SWITCH - OCCUPANCY SENSOR SWITCH - PHOTO CELL RECEPTACLES SINGLE RECEPTACLE 120V 411 DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE 120V, MOUNTED 3 ABOVE COUNTER BACKSPLASH DOUBLE DUPLEX RECEPTACLE 120V TWIST LOCK RECEPTACLE 120V RECEPTACLE 208V OR 240V, SINGLE PHASE • RECEPTACLE 208V, SINGLE PHASE (TWIST LOCK) ® RECEPTACLE 2D8V OR 240V, 3 PHASE W , RECEPTACLE 480V, SINGLE PHASE 0V RECEPTACLE 480V, 3 PHASE 111 =1111 LIGHTING TRACK LIGHT FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT LIGHTING STANDARD - FIXTURE(S), POLE & BASE LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE SWITCH - SINGLE POLE SUBSCRIPTS a,b, etc., DENOTES CIRCUIT CONTROLLED O CEILING CORD DROP, 120V. SINGLE PHASE f CEILING CORD DROP, 12011, SINGLE PHASE, EMERGENCY CIRCUIT FLUSH FLOOR OUTLET (DEVICES AS INDICATED) FLOOR OUTLET- POKE THROUGH (DEVICES AS INDICATED) TELEPHONE / POWER POLE MULTI - OUTLET ASSEMBLY DUPLEX RECEPTACLE SURGE PROTECTED DUPLEX RECEPTACLE - ISOLATED GROUND DUPLEX RECEPTACLE- GROUND FAULT CIRCUIT INTERRUPTER TYPE COMMUNICATION SYSTEMS COMMUNICATION OUTLET (2 VOICE, 2 DATA) TELEPHONE OUTLET - WALL MOUNTED CABLE TRAY TELEPHONE TERMINAL BOARD (TTB) CABLE TV OUTLET cth ® ® A D fir 0 S U �r EQUIPMENT PANEL''- 208 VOLT SYSTEM PANEL - 480 VOLT SYSTEM EQUIPMENT CONNECTION; E = EMERGENCY POWER MOTOR. CONNECTION SINGLE PHASE MOTOR CONNECTION 3 PHASE TRANSFORMER HOT WATER TANK CONTROL SYMBOLS 84 ABBREVIATIONS FUSED SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MANUAL STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH TIME CLOCK CONTACTOR RELAY - CONTROL TYPE. PHOTOCELL CONTROL PUSH BUTTON CONTROL'. STATION' AUTO DOOR PUSHPLATE CIRCUITS RACEWAY CONCEALED IN CEILING OR WALL HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. THREE WIRES IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL �- INDICATES GROUND WIRE: RACEWAY CONCEALED IN FLOOR OR WALL RACEWAY. EXPOSED -� RACEWAY UP RACEWAY DOWN RACEWAY STUB -OUT WITH BUSHING HOME RUN TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION O JUNCTION BOX ® PULL BOX EXISTING'. RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS), ELECTRICAL RISER FUSED SWITCH CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER CIRCUIT. BREAKER - GROUND FAULT PROTECTION CABLE TO BUS CONNECTION FUSE OR CURRENT LIMITER GROUND CONNECTION IDENTIFICATION SYMBOL FOR FEEDER SIZES TRANSFORMER r❑ MANUAL STATION 0 SMOKE ,DETECTOR (D, INDICATES INSTALLATION IN DUCT) O HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) 0 SPRINKLER VALVE POSITION MONITOR CONNECTION 0 SPRINKLER FLOW SWITCH CONNECTION Q SPRINKLER PRESSURE SWITCH CONNECTION O FIRE ALARM SPEAKER - FLUSH CEIUNG MOUNTED '0 FIRE ALARM SPEAKER - WALL MOUNTED C FIRE ALARM CHIME Dl FIRE ALARM HORN /STROBE al FIRE ALARM HORN © VISUAL', ALARM LIGHT - WALL MOUNTED E FIRE ALARM CONTROL PANEL O' REMOTE INDICATION LIGHT SMOKE DOOR RELEASE MECHANISM - (WALL MOUNTED MAGNETIC TYPE) SMOKE DOOR RELEASE MECHANISM - (COMBINATION DOOR CLOSER/HOLDER FIRE ALARM REMOTE ANNUNCIATOR (FARA). FIRE ALARM GRAPHIC ANNUNCIATOR SMOKE DAMPER CONNECTION ROLLING DOOR RELEASE MECHANISM FIREFIGHTER'S TELEPHONE JACK MONITOR POINT O AR ELECTRICAL DETAIL SYMBOL FIRE ALARM SYSTEM SECURITY SYSTEM MAGNETIC DOOR SWITCH MOTION DETECTOR ENTRY/EXIT KEYPAD WORK DEFINITION FLAG NOTE REVISION SYMBOL EXISTING EQUIPMENT OR DEVICE REMOVE EXISTING. ELECTRICAL EQUIPMENT EXISTING WALLS IDENTIFICATION SYMBOL FOR EQUIPMENT GENERAL NOTES SECURITY CONTROL PANEL ELECTRIC STRIKE CARD READER REQUEST TO EXIT DETECTOR 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1999 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. 4. ROUTE ALL HOMERUNS BACK TO MAIN ELECTRICAL ROOM VIA COMMON AREAS AND NOT THROUGHOUT EXISTING TENANT AND /OR SHELL SPACE. 5. 20 AMP, 120V, AND 277V BRANCH CIRCUIT REQUIREMENTS: TYPE) A. BRANCH CIRCUITING IS NOT SHOWN ON ALL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL BRANCH CIRCUITS. INCLUDING CODE REQUIRED RACEWAY SYSTEM, AS REQUIRED TO SERVE OUTLETS, DEVICES. AND SWITCHING FUNCTIONS AS SHOWN ON PLANS. SEE SPECIFICATIONS SECTION,16100 FOR ADDITIONAL BRANCH CIRCUIT REQUIREMENTS. ' B. CONDUCTOR SIZE: NUMBER 12 AM MINIMUM FOR POWER AND ''. UGHTING BRANCH ',. CIRCUITS.' C. VOLTAGE DROP: PROVIDE NUMBER 10 AWG MINIMUM FOR 120V BRANCH CIRCUITS LONGER THAN 100 FEET FRO PANEL TO ThE FIRST OUTLET... OR DEVICE SERVED. PROVIDE NUMBER 10' AWG '.MINIMUM FOR '277V BRANCH CIRCUITS LONGER THAN 175 ,FEET FROM PANEL '.TO: THE FIRST OUTLET OR DEVICE SERVED D. WHEN CONDUCTORS ARE AD,AJSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP, EQUIPMENT GROUNDING CONDUCTORS SHALL BE ADJUSTED PROPORTIONATELY TO CIRCULAR MIL AREA. ACH AFF AG A. AMP ATS AWG CB CKT CTB DED EPO EWC FA FBOIC G, GND CFI, GFCI HP IH J -BOX ABBREVIATIONS ABOVE COUNTER HEIGHT ABOVE FINISHED FLOOR ABOVE GRADE AMPERE AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT COMMUNICATIONS TERMINAL BOARD. DEDICATED EMERGENCY POWER OFF ELECTRIC WATER COOLER FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR GROUND GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER - - - - INSTA -HOT WATER DISPENSER JUNCTION BOX RECEPTACLES LIGHT SWITCHES PANELBOARDS TELEPHONE OUTLET - DESK TELEPHONE OUTLET - WALL COMPUTER .OUTLET - DESK MANUAL STATION. FIRE ALARM VISUAL ALARM LIGHT FIRE ALARM HORN. CHIME FIRE ALARM CONTROL PANEL E1.1 •E2.1 OUTLET MOUNTING HEIGHTS ELECTRICAL DRAWING LIST E0.1 SYMBOLS AND ABBREVIATIONS 4TH LEVEL LIGHTING PLAN 4TH, LEVEL POWER PLAN ENLARGED PLAN - PHASE 1 ENLARGED PLAN - PHASE 2 E3.1 4TH LEVEL SYSTEMS PLAN. E4.1 4TH LEVEL CABLE TRAY PLAN E5.1 4TH LEVEL MECHANICAL POWER PLAN E6.1 4TH LEVEL GROUNDING PLAN E7.1 ROOF'. PLAN E8.1 STANDBY POWER RISER DIAGRAM E9.1 GROUNDING RISER DIAGRAM MCC MW NIC PNL RO RECEPT REF SPECS SW SASH TELE TYP V VP W' WP XFMR 0 MOTOR CONTROL CENTER MICROWAVE NEUTRAL NOT IN CONTRACT PANEL RACEWAY RACEWAY ONLY RECEPTACLE REFRIGERATOR SPECIFICATIONS. SWITCH C. :TCHBOARD TELEPHONE TYPICAL VOLT VANDALPROOF WIRE OR WATT WEATHERPROOF TRANSFORMER PHASE SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR. ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW..' OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERLINE ,OF THE OUTLET UNLESS OTHERWISE NOTED. ▪ 18 INCHES VERTICAL + 4 FEET SET VERTICAL + 6 FEET TO TOP OF PANEL BOARD + 18 INCHES VERTICAL + 54 INCHES VERTICAL + 18 INCHES VERTICAL + 4 FEET + 84 INCHES OR 6 INCHES BELOW CEIUNG WHICH EVER IS LOWER 84 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER +6 FEET TO TOP SA BEY ' ARCHITECTURE t S PARLI 1'�! C ex�sav c4.3e151h110G 7200[vEWxr . Surrs L 1004 50.s - ava error - ress Poor. 0200007 -0505 CONSULTANTS F rzo�r� REVISIONS ISSUE DATE AR drawings - and ',eaten material - appealing - herein co shade the original and unpuh6shed work of the Sabey Carporadon and the sane mg, not be aupbcated, used or eksekraed without the written content of the Sob, Corporation_ at lntergate West 12101 Tukwila International Blvd Tukwila, !114 DRAWING TIRE: PROGRESS DATE: 06:14/20 FILE: E01D116 PLOT: PROJECT NUMBER BI0311 DRAWN BY: ,.. CHECKED BY: TJ APPROVED BY :'. 51NE AND ABBREVIATION H4-R, H4-22 H3-30 P I � ! I . i - •!®1 �I r. �biJ�E.S��fI L�lI't I ._ EL'E�t��E�I Rl1�1lrLCS - i1�1lI�I�1i*!"."�II�I ® ®Ir1 ®it". F� a ICe�7 t ®i�i!iiail�'Iliii�l1 .� °.b RO:JM ® E " u . '! . - '::Ilt••m•::u`— .... :� a.b ilritv��® RIO Ter.P11111 I W ._. iM.- - =- :ffa.. M1IW1Y744I_-Mannirfilll(:MI• A1 i . t_1 _ I' ■ ii1 I� - 41 n�11P,llfiN.�iMEM! in t. 17 \ \� ....1 It`d �f/ .. III !w /s og O � v lAhr AREA ��,��is�a� ir 1����/I�EE =I= ..m il m r•gr = Aill1110111111111113=111111! MINN 1INNIM =WA MEE IIMMW &11 IZ J '+ - V l �I1► a 1 _ _ r `p _ V rat I iir -+��w •- M N *pia ' ��L ir ��IA' Ii � • � � r : ® a '.a1PmnI ru:r_� . ®r a time Pa_ u + �� P ip n ��, - L.. � ._.., ..,a1�• �.T�. F � f].A7 � 7 Nt����� � 1#l � � � �� •� �� �(t i ! -, ( _ ❑ ❑ . I - r ® I ��� , ��� .. . T3ba"i` 41 -2 ( • rlM , • i i Ma g - — 1 F ! n E DRAWING NUMBER: LIGHTING PLAN SCALE :1 /8 " =1' - D2000 -247 EXPIRED ‘n, . D AVG 2 REVISIONS ISSUE DATE SABEY ARCHITECTURE Al hirelings and sake material appeore.J - rnredm.fe the odgad and unpolished WO. of the Sahey Carp ra6a. and the same may not be dup[aated. used or did without the ■n"tten cement of the Sahey CarParahon- Tenant Improvement For at Intergate test 12101 Tukwila International Blvd Tukwila, L114 DRAWING TITLE: PROGRESS DATE: 06/14/00 FILE: Ell PLOT: PROJECT NUMBER: B/0371 DRAWN BY: ON CHECKED BY: TJ APPROVED BY : '. 4T14 LEVEL LIGHTING PLAN E L ■ Lei g L4A -17,19 vACAWY AREA 430 7 — GENERAL NOTE 1. ALL WIRE SHALL BE #10 AWG FOR CABINET POWER. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT IN EQUIPMENT UNLESS NOTED OTHERWISE. POWER PLAN SCALE: 1 /8" =r —O° D2000 -2 EXPIRED , A; ENLARGED PLAN- KITCHEN ROOM E2.1 CALF E (ZO6166T CONSFILTANiS s - REVISIONS S4B F4' ARCHITECTURE .6 d SPARLING TECHNOLOMY CONS/11,11.10 7200765 WAY Y - 51.66 1100 9eaii[_ '96701 -1E153 1.619E ( M -0555 ISSUE DATE and the mole may du of th. heron constitute drawings and rotten material uppealg the th e s i and rack of td. disclosed without the written content of the Sahey Carpormtimn- Tenant Improvement far NetStredifi : at Intergate West 12101 Tukwila International SIvd Tukwila, 1J/A DRAWING TITLE: PROGRESS DATE: 06/14AVO FILE: E2I PLOT: PROJECT NUMBER: 510371 DRAWN BY: ON CHECKED BY: TJ APPROVED BY . DRAWING NUMBER: X2.1 4114 LEVEL POKER PLAN ECEIVED CRY R OF TUKWILA ERMIT CEN7ER 1 3 5 7 9 11 1315 17 21 23 25 27 29 31 335 1 i 3; ; , ;u i i C 1 i i i it i i i i J i i i i ❑ 1 37 39 41 - 6 8 i 0 1214 16 18 I 20 22 24 28 s r_ MOT MIN s 32 34 36 38 40 42 r 1 3 5 7 9 11 I 13 15 17 19 21 23 N - 1 - 1 i , I 0 i i 1 , 1 I 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 ttttr. «m so, mtt/ 20 22 24 26 28 30 . 3234 T 3638 40 42 7 __ 3 5 7 911 13 15 17 19 21 23 1 t i 1 i 1 1 ❑ 1 1 1 I 25 27 29 31 33 35 37 39 41 2 4 6 10 12 16 18 2 24_26 28_30 32_34 3 404 LJ ' I i.4 .1, c t 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30, BATT (4000 Ibs) BATT (4000 Ibs) UPS (3000 Ibs) PDU -2 EXTERNAL MAINTENANCE / BYPASS (300 Ibs) (1050 Ibs) UPS (3000 Ibs) SYSTEM , NEC R CABINET (2400 1§s)__ 551 L FDTU PDU -2 RE R (1050 Ibs) 551 REC 551 SPRINKLER VALVE RM U4 -38, -0 42 I 42 G a4iP 11 37 I t It 421 • 4 7 4 F — —— 9 _ .111 ' .. I :0� I s ' - 13 I 410 4 15 I L - _ 410 I 17 ._..14 19 ..._..416 21 1 { 21 246 — 29 I 28 , 33 iA j30 I 35I I REC I' I R 551 L REC �� R 551 L55 5 DRAWING NUMBER: CDY O E TUKWI m PDU -1A PDU -1B PDU -1C PDU -2A BATIER� RACK. 1 4094 I I DC BATTERY RACK, III 4094 I LLBS_ J BATTERY ! I RACK, 4064 , 465 [ li GENERAL NOTES: 234 CIRCUITS FLAG NOTES: 3 PANEL PDU. D2000 -24 EXPIRED ENLARGED PLAN -PHASE 1 E2.2 SCALE :1 /4'=1 180KW "TWO MODULES UPS WITH BATTERY CABINETS IFRII - S A BEY ARCHITECTURE S ARLING LTG rtawG pie Tecv.e LOGY Coea.e_SCIG 720o[wEW.we • Safr 9 TOO SF.wns.,,w SSeot -ease CONSULTANTS F www am0.0.aar REVISIONS ISSUE DATE M drawings and mt. material appearing hereiin cos.. the satinet and - unpab d work of the Sob, Co/potation and the same may not be du 1d. used or without the written concert of the Sabey Corporation- Tenant Improvement for etStr at !nt ate West 12101 Tukwila Inte-national Blvd Tukwila, WA DRAWING TITLE: PROGRESS DATE 06/14/00 FILE: E22 PLOT: PROJECT NUMBER 5I037I DRAWN BY: ON CHECKED BY: TJ APPROVED BY: 4T14 LEVEL POILER PLAN DRAWING NUMBER: PDU -4 (10)0 Ibs) jj _33 284 O&i.4ToN /37 32i X39 34 - - 12 — - 34 36_ _ #6 384 406i 0 - - 1 ._.. 42 _ ._ 4 12 r 1 a 14 .r mo. mow mow mm U4- 14,1 tr18 L I I17 � ■ PDU -5A PDU -5B PDU 3A PDU -3 P .. _ _ _(1050 Ibs) J 1 AP z 34 15 i 7 1 11 I 13 154 I 17 .. 19 � 21* I 254 - 3 274 I 29 31r 334 354 I 37 394 I 41 2 4 - 4 6 4 1 4 143' /161 - - _ - - - _18 7 * __ _ f I - P - \ [ 20I 9 4 1 f • * -- 11 4 117 E: I ,n 281 21 _. 30 23 0 $321254 -._. /34 27 — ,36I 29* 1138 31 e NM= 11■1 ENO U4 -20 2,24 I 40 s , 1. 248 CIRCUITS PDU 3B \ � ❑I E - - -33 28 1 - - 4,37 32* 439 344 /41 364 Y .. - - - 2 38 .._..! . 40 '- _ 10 3 i t . - -" 12 I 4 + ._.._ �16I9 �.._.. 18 11 4'. _.:_ 20I 13 +i22 15 1 4, 4, 24 1 17 4 26 119 .._..__v FLAG NOTES: 2 PANEL PDU. GENERAL NOTES: /9 16 P 13 201* '15 22 tt 0 _ 47 2 4 _.1 1 1 9 6t 421 28 ._.: ', _ _ 33 4 , 23 30 . I 1 ' 135 a- 4,25 324 l I " - - ° 37 1 ` L/ 34 _.. D ENLARGED PLAN—PHASE 2 E2.3 SCALE 1 /4" =T -0" 29 ' 3513 ■ E I - .. 1 F - " - 41 5 � 431 384 - .._ �.._.._ . _ 2 7 f 14 33 40 ._ 1 I t 4,4 9 4 t. /16 /35 42 /6 11118 4, 37 1 # t , 8' t 20 Y.._ /39 1 3 _ ._.. : t .. 10 . 15f _.. f i 22 f M I 41 -IS _ _ T :. - 12 -_ - 17 c - ^ - 24 -42 7 14 119 26 h 416 .2-qar IMMO MINN EXPIRED D2000 -247 AUG 2 5. "2 '1 DRAWING TIRE: FILE: E23 S4B' ARCHITECTURE S PARLI N G wrsouvewas - Suse D taa SEat - rc6. hK sums - rag. PFV.£ [2061667-055 EONSULTAN7S avww -' REVISIONS ... ISSUE DATE M. drawings rod waken material appearing - herein - constitute . the original and arm.. wait of the Sates Comme6m and the some may not be dhgaated. heed without the written comsat of the Sobey Corporation. Tenant Improvement for NetStrearn at Intereate West 121O1 Tukwila Irate national'; Blvd Tukwila, WA PROGRESS DATE: 0644100 PLOT: PROJECT NUMBER: BI0371 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: 4114 LEVEL PG'IOER PLAN II I 7-7'777 e� r PDU -7 (1050 Ibs 1 I 1 L - - 0� 1 11 1 1 ID PDU -6A -- \,.L48 -7 U4- 41,39 1 PDU -68 Th r ! 41 36� p • 29 26 '_ 2 3 4 111 - t _ _. 6 , 42 .. _ ❑ 1 a I r _. 32k 139 37 31 41 366 19 2 3 Ate p, 4 1013 1 , 14 17 rit !i. 1 1 rr ti 111 .__ 6 1 W r 420 X122 15* '- : 24 117� 1 26 • 19r 10 281 21# 1 30 2* _ i row PD U4 - 35,3 1050 lbs s1 206 - -'1 1 _r 4 8 h, .:_.:_.. 4110 1 3 Itip 12 5 _..� ..114 1 7 16 9 8 11�_ _ _ 1 L PDU -7A 17 24 19 26 _ Y 123 30 c, _Y n 1 1 3 LJ(0270. 20 36 9 IL - - _ T 37 4 1 3 3 9 7 9 3 41 15 12 7 44 1 9 6 16 11 1 8 1136 10 154 - 1 12 117 4 1 14 194 1 16121 4 118 2 c r PDU -7B C � ,25 32 - - 29 31 33 16 21 E - fi t.._ 20 41 2212* 24 29 4 26 131 4 s fir. r_ s 35 Stip � 1 '' 1 t ?2p PDU -8 r (1050 !bs) 37 1 - 4 95 112 '7 U4 F25 .27.29 11 4 9 _ l Do 1 E 13 - 410,1 - 12 176 14119 1- - --1 L - 418'23 - LL 1(1 0 37 39 41 2 4 10 412 ; 14 _416 1118 20 1 22 - - : 4 24 , - - 26 PDU -8A F 1i � I 1' 19 i i 5 GENERAL NOTES: 1. 202 CIRCUITS FLAG NOTES: 2 PANEL PDU. ENLARGED PLAN -PHASE 3 E2.3 SCALE: 1 /4 " =1' -0" D2000 -247 EXPIRED S A BEY ARCHITECTURE D TZOOrsaeWn, - Stare f r00 96101.0521 PFX.'eE C25061667 CONSULTANTS F , ax RDASIONS ISSUE DATE AB drarimgs and reDten materiel appearing hereA cc s>AA the original and unpubrsked work at they Corporation and the same may not be dhted. used or disclosed without the written cone of the Saber Corporation- Tenant Improvement for EX -GEN -MET at 'Intergate West 12101 Tukwila International 81vd Tukwila, I144 DRAWING TITLE: PROGRESS DATE: 2.644/00 FILE: E24 PLOT: PROJECT NUMBER 81311 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: DRAWING NUMBER : STARLING - 4N LEVEL POWER PLAN CITY RECEIVED RMIT CENTER ! . ! MB= =MK- 10X .1 ,-- -T. -r.• -, ,T --, --,-. --, , - ,,- - r . ----, 1 ! ' ' ' '-. 1. -. -- 11/, ; 1 pr-v<INKLER 1,. ■ fr - _, - -:: : : RS ! I i 1 LOU --- ' --' ' ',.-- .., ROOM I ' 'IL I IL ' -. "‘ ''''',., --' -r. .- r1 . 7' 7 '..- ,RI HL r_ _',_ _i. ._-_ _._ __ _--._ ___ __ g - ._.- 1-,-_-_,,,, - 41 j CORRIDOR 400 I FILES OFFiCE f — ;27 ! SYSTEMS PLAN SCALE: 1/B1-O' EXPIRED 4 rTh SABEY ARCHITECTURE f S PARLIN G ELECMICAL Et•IGNEERIN. F.-.6.11ING DESK.. TER.1.10f..OGY CON.A.-TING 720 OLAIEWAY - surre v., ' sEA 981104-1/353 PF.NE M06.67-0555 (206,68 CONSULTANTS ' Yr: W REVISIONS ISSUE DATE AM dmings and aten material appeating hereis tomtit. the original and ismobEshed work of the Sabey CO301.0 and the same may not be dupftsated. mea tw &sobs. without the watt en concent of th e Sabey Corporation. Tenant Improvement for NetStreaTh at Intergate West 12101 Tukwila inta-national 131vcL Tukwila, WA DRAWING TITLE 4111 LEVEL SYSTEMS PLAN PROGRESS DATE 06/14/00 FILE: E.31 PLOT: PROJECT NUMBER: 810311 DRAWN BY: ON I CHECKED BY: T,./ APPROVED BY . 1 421 u CORRIDOR 400 VACANT to 4 9 , 0 1 'col -i !.._.. - I - FILES I OFFICE 439 1 REVISIONS ISSUE DATE DRAWING NUMBER: 4`, 3 CABLE TRAY PLAN SCALE: 1 /8 " =1' -0" D2 00 0 441 • EXPIRED 5 Lv SABEY ARCHITECTURE at fnterrate :Uest 12101 Tukwila International Blvd Tukwila; WA DRAWING TITLE: PROGRESS DATE: 06/14/00 FILE: E4I PLOT: PROJECT NUMBER: B10371 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: 4Tt 1 LEVEL CABLE TRAY FLAN VAV BOX SCHEDULE UNIT NO. MAMJFAclif RR MODEL NOM NET SIZE (L) DISCFL PU7N111 COOL MAX CFM NN & SP HEATER FAN MOTOR NOTE NO. IN OUT MAX KW D.T. CFI. VOLT /PH HP VOLT /PH SPEED VAV -1 VFPE- 1107 8 14"x1T 766 115 0.5 D.35 4 35 354 277/1 1/8 277/1 1.2 1,2,3;4,5 VAV -2 VFPE -11 04 - - - 14'x12' 520 78 OS 0.35 3 35 266 277/1 1/15 277/1 1,2 1,2,3 VAV -3 VFPE-11 07A 8 14'x12 581 87 0.5 0.35 6 35 532 460/3 1/8 277/1 1,2 1,2,3,4,5 VAV -4 VFPE -06 04 6 11'110 261 39 0.5 0.35 3 35 266 277/1 1/15 277/1 1,2 1,2,3 VAV -5 VCCE -24 12 15x16. 1800 270 0.5 0.35 n /a n/a n/a -. n/n n/a n/a n/n 1 —s® CORRIDOR VACANT AREA i 450 FILES i .5) 2 T — . T ., L jai i i i A 1 , ..; I 1 1 igi t I igi I I rt . Igi i I Ig u I� i d ILA i Qi I i 1 L i' i . � -. EC?i11Fi �cNT RO.3.":� 420 g I ELI ii ;g■ i i iii i i r? L- i Ii°RINKLEN. VAL VE Ri1 ` -42r I IJ G t�l L L Lar MECHANICAL POWER PLAN SCALE:1 /8"=1' -0° 1). TRUNK DUCT SIZE SALES AS .BOX INLET SIZES. 2). PROVIDE 48 VA TRANSFORMERS IN FAN POWERED 80XES. WBH CIRCUIT BREAKER RESET. 3). PROVIDE SCR CONTROL FOR FAN MOTOR 4). PROVIDE NUM ACOUSTICAL BOOT ON SECONDARY AIR INLET. 5). PROVIDE SOUND LINED SHEET METAL DISCHARGE DUCTS. 6). PROVIDE 5/0 NB TO BOTTOM PANEL. OF THE VAT TERMINAl. (IF REQUIRED). 70:10111.W.0 - 5.[E 1100 5ewtre. , Ww 9.3101-1853 1.1101. (20g1867-0GE515 CONSULTANTS .vw sas- 1w:.co S PARLIN'G �ExaIRF PERMI1 REVISIONS S&BEY ARCHITECTURE ISSUE DATE the anginal and ha tam unpubrahed nark of the Sabey Corpotofiwt and the some may not he dupkatet used or csctosed without tlx written concert of the Sohey Corporation. Tenant Improvement for at Intergate West 12101 Tukwila International 8ivd Tukwila, WA DRAWING TIME 4T4 LEVEL MECHANICAL POWER PLAN PROGRESS DATE: 06A4100 FILE: EDI PLOT: PROJECT. NUMBER: E3103 DRAWN BY ON CHECKED BY: rd APPROVED BY: Il i - • PDU -1 ENT RO MASTER _GROUN SYSTEM ;—a T6' MASTERS GROUND BAR #1 PD1 7 r, 1_i I - iet;-= L l I I L rY E Cl El f] r .1 F ..t 4 = E F ; — -U - j F T x,. E] ▪ J T MASTE7e' GROUND BAR #1 CORRIDOR • VACANT AREA 450 1 FILES OFFICE 435 4 oa°ICE q _s'x9'- REVISIONS Tenant Improvement For PROGRESS DATE ®6A4/00 FILE: E61 DRAWING NUMBER: FLAG NOTES 500 KCMIL CU GROUNDING CONDUCTOR. ▪ #4/0 AWG CU GROUNDING CONDUCTOR. #6 AWG CU GROUNDING CONDUCTOR. ® (2)500 KCMIL CU GROUNDING CONDUCTOR. PROVIDE 750 KCMIL CU GROUNDING CONDUCTOR TO GROUND BUS IN SWITCHBOARD MSB -2 IN LEVEL P -2. © BOND TO GROUNDING BUS. 4 GROUNDING PLAN SCALE: 1/8 " =1' - 0" GENERAL NOTES 7.5 1. BOND EACH CABINET WITH A #6 AWG GROUNDING CONDUCTOR TO GROUND ABOVE D2000 -247 EXPIRED DRAWING TITLE: SA BEY ARCHITECTURE at Intergate UASt 12101 Tukwila International 8Ivd_ Tukwila, BUt PLOT: 2 5 '�L PROJECT' NUMBER: 810371 DRAWN BY ON 1 t 77 ,,,CH" �� � CHECKED BY TJ APPROVED BY: 4TN LEVEL GROUNDING F.'_.4N - , -if ' 1-- 1 1, li ,I 1!_A._. 4 ROOF PLAN SCALE: 1/8" D2000-247 EXPIRED F1LE: E71 60HP, 480V/30 1/3HP, 120V L4A-7 i \ A EC-2 1/4HP, 120V WP GL AC-3 (FNTURE) 60HP, 48030 i L4A— 5 LA-9 I watsts4 DRAWING NUMBER: 2 5 22d S4 BEY ARCHITECTURE t SPARLING ENGINEENNI DESIGN TECI-140I-OGY COMM --- .. 7200cIVEIV■of SLNE WO SEC 98104-1aSS PHoNE (2061667 Fax (2081667-OSS CONSULTANTS REVISIONS ISSUE DATE D Al &A d .ritten material appearing herein constitute the original and unpubfahed work of the Sabey Corporafion and the same may not be dupfmated. used m ...dosed without the mitten mance. of The Sabey Corporation. Tenant Improvement for at lntergate blest 12101 Tukwila International Blvd. Tukwila, WA DRAWING TITLE: PROGRESS DATE: 06114/00 PLOT: PROJECT NUMBER E310371 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: ROOF PLAN _ n_ FEEDER SCHEDULE Z 310N JLII0Vd19V I f 60 911 911 ^RN) .N hn' WBS O£Z 0£Z 90Z ssz SOC z£Z HA NMM SEC SEE 205 01£ OL£ ORE S0Z S9Z 95Z AM 0Z4 OZ O9£ 0LS 015 292 REEi 09L 09L OZ9 OZ9 09S CIS m m S 8 OZOL OZ01 0421 0421 0891 0991 0010 ..,.... 00 L OZSZ 0050 09ZZ COPPER CONDUCTORS CONDUIT WIRE 9#L O# -£. .1 '0 9#1 '4# -4 .L - '0 9# L::'Z #' - £ '.3./1 1 9#: L ','Z# - 4 .. /L L "O 9# L 'C# - £ .Z /L l "0 9# L 'L# - 4 ,Z /L 9#1'N 0/ at 'L# - £ .Z dc,,i & & &X 000 \ \ �a oat, N d N.-.- odd 000 NNN �aaa V) V' M NNN odd & && 000 M ` \ ae"�v� o o M N NN, ddd gaff 000 \ \� ttt N V M N NNN r 5 -250kt ,iI, 1 #4 G. 2 1/2 4- 250kcmil, 1 #4 G. 2 1/2° 3- 250kcmil, 1 #4 G. ) ) Z# I '02 -4 .£ "0 Z# L19 .5 4# I '1!1rb>I055 -C .5 :. . y#. -L- _1502055 -4 Y£ .:....:I '0 t# L 'I! °0205£ -S .£ '0 t# L •2(0200£ -C .£ '0 4# L 1!1++4100£ -4 .£ 4# L 'II O100C -S .£ 0 Z# I '1,..1OOS-E 1 . .£ Z# l 1!+! -7 .£ Z# L ' I! 1 �>IO05-5 '.0 /L.£ '0 Z# L '2! ':.Z /L £ Z# L '11 -4 Z# L. '11 -5 .4 (2). 3' 5- 250kcmil; 1 #2 G. EA (2) 2 -1/2 ° , 4- 250kcmil, 1 #2 G. EA (2) 2- 1/2' 3- 250kem!1, 1 #2 G. EA. (2) 3° 5- 300kami1. 1 #2 G. EA. (2) 3 5- 350kcmil, 1 #1 G. EA. (2) 3' 4- 350kcmil, 1 #1 G. EA. (2) 2 -1/2- 3- 350kcml, 1 #1 G. EA. (2) 3° :. 4- 500kcmil, 1 #1/0 G. EA. (2) 3' 3- 500kcmiI, 1 #1/0 G. EA. (2) 3-1/2- 4- 600kcmiI, 1 #1/0 G. EA. (2) 3 -1/2' 3- 600kcmil, 1 #1/0 G. EA. (3) 3" 4- 400kcmil, 1 #2/0 G. EA. (3) 3 3- 400kcmil, 1 #2/0 G. EA. (4) 2 -1/2 4 250kcmil, 1 #2/0 G. EA. (4) 2 -1/2 3- 25Okcml, 1 #2/0 G. EA (4) 3 4- 350kcml, 1 #3/0 G. EA. (4) 3 3- 350kcml, 1 #3 /0.G_ EA 1 "0 0/4# I 11°02009 -5 .0/1 -5 (7) '93 '0. 0/4# L '102(1009 -1 „Z /L-£ (7) (5) 3-1/2° 4- 600kcml, 1 #250 G. EA. (.5) 3-1/2 3- 500kssl. #250, G. EA (6) 3° 6- 500kcml, 1 #250 G. EA. (6) 3-1/2" 4- 600kcml, 1 #350 G. EA. (6) 3-1/2 3- 600kcm9, 1 #350 G. EA FEEDER NO. <M 6 -a aM m m SaM U U U 2YM � �D NYM W W W N 7M 41�. W IN�aM (J.� C7 IA <M S S S Y Y d Y f2 M ES _.. 72 5N Cr SF : M J J J 2 d M - 3 3 3 2pM 222 XYM �� � %YYY Vi N N N N�� £NZ 7NZ •}M M M V M �� ' N W C Iz M Y V i M I!1 ��. V Z= t0101D m m 11 3aVdS 1V SZZ .v SzZ 3aVdS LV SZZ !V SZZ v0ooa lV SO /dA OOOZ 0 g < lila 2. 11 E3 ;rdi o 0 W AA AA S31O01NO v19 WV SZ :£S:01. - 000Z '9Z 1M 9M0'l83 \OOdO \lLf0l8\ f SCHEDULE NOTES: MAIN SWITCHBOARD MSB -2 • GENERAL NOTES: 1... REFER TO CC",MUNiCA 1O S DRAWINGS FOR 2 ALL GROUND WIRE SHALL BE BARE COPPER. EX,TREE -t4- >c; STAND -OFF MOUNTING BRACKET DOUBLE BARREL LUGS (FOR CABLE TRAY. BOND ONLY) NOTES 1. GROUND BARS ARE. AVAILABLE FROM EVERETT SOUND MACHINE WORKS (425) 259 -2216. PROVIDE COMPLETE WITH APPROPRIATE MOUNTING HARDWARE (BOLTS, NUTS, LOCKWASHERS, STAND OFF BRACKETS AND INSULATORS). MOUNTING HOES, SLOTS AND LUGS. 2 ALL CABLE SPLICES AND CONNECTORS SHALL EXOTHERMIC WELDS. 3: ASSEMBLED GROUND BARS SHALL BE FABRICATED FROM STOCKUST AND DETAIL DRAWINGS. 4. GROUND BARS SHALL 36' LONG. E11.0 GROUND BAR DETAIL INSULATOR EXOTHERMIC WELDED TAP TO MAIN GROUND RISER. COPPER BAR 1/4' X 4' WIDE X LENGTH PER NOTE 4 BELOW WITH 1/4" & 3/e '. HOLES AND 3/8' X 3/4' SLOT. CAD PLATED HEX HEAD 3/8 BOLT, LOCKWASHER AND NUT LEVEL ROOF LEVEL F -4 LEVEL P -2 CABINETS • PHASE I MAIN ELECTRICAL ROOM KCMIL CU G1 1 LDCTERN/Wl— MAINTENANCE PDU - 2--ti POU -1 - 750 KCMIL CU END (2) 5OCKOLL CU GND SWITCHBOARD 40 ATS -i (4 -PILE) 500KCMIL CU END MASTER GND', BAR GROUNDING SYSTEM RISER E71.0 SCALE:NONE SYSTEM CONTROL CABINET (2) 5001CCMIL CU GND Y4 /0 GENERATOR 0 DC BUS 500KCMIL CU GND I - 1 OFFICE AREA 1T CABINETS PHASE' 111 I CABINETS PHASE II GENERATOR ROOM 04/0 -- GROUND ROD (TOP) EXPIRED 2QDD ARCHITECTURE SPARLING corasournwo 7200uvEWa'r - Su[rE 1 TOO SE:am>, War 98107-1853 Rion. (2081 067 -0555 CONSULTANTS F /220neie� REVISIONS ISSUE DATE Al draw gs aid mitten meter. appearing befell cwstm,te the nasal and unpuhfshed nark of the Sab.Y CoipaMm and the same may na be duplicated. used or &closed without the written mixer[ of the Sabey CorpmaEon. Tenant Improvement tor etStr at Intergale'U.lest 12101 Tukwila International Blvd! Tukwila, U14 DRAWING TIRE: CIROUNDIN6 RISER DIAGRAM PROGRESS DATE 06/14/20 FILE: E91DILG PLOT: PROJECT NUMBER: 808302 DRAWN BY: CHECKED BY: ' APPROVED BY: