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HomeMy WebLinkAboutPermit D99-0019 - Globe Business Resources - Tenant Improvementd99-0019 18436 cascade avenue south globe furnishings Eta F P,U RSUANT <TO THE RR ENT's OF' 4ECTION 109 OF THE ;CERTIFYING AT, THE TI E OF ISSUANCE THIS STRUCTURE H THE; , VAR�IOUS`''ORD ; I;NANCES OF THE''` CITY RE(ULATING : BUILDING NG L`l APPLICABLE :CITY. FIRE C.ODES FOR ;THE FOLLOWING: CERTIFICATE`OF :OCCUPANCY` CI, OF , ;SOUTHCENTER ;':BOULEVARD; SUITE TUVWJLA,: WASHINGTON ''93it 8 • THIS, CERTIFICATE MUST BE ;CON'.►PICUOU'.LY POSTED: 00 THE PREMISES City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila; Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License,- OCCUPANT OWNER CONTACT WARNING: 200'112 ;AV NE " - STE 205.,. BELLEVUE WA 98004 * k•k********** �i ** . * * ** * *** ** ** * * * * * * * * * * ***** k**************** k* •k *•k *•k * *** * * *** * *•k•k* *t Permit Description: TENANT IMPROVEMENT TO CREATE NEW TENANT SPACE kk* * * * * * * * *, * •c* * *** * * *** ************ k******************** * * * * * * * *•k ** * * * *•k * * * * * * * * ** * Construct.ion,Valuatiorr $ :. 250,000:00 PUBLIC WORKS "` PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /S i dewa l k /CSS: `N Fire :; Loop Hydrant: N No: Size(in):, .00 l o'o`d :.Control Zone: N ;Hauling: N Start Time End Time: Land Altering:. N Cut Fill: Landscape Irrigation: N MovingOversized Load: N Start Time End Time: Sanitary Side Sewer N No: Sewer\ Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ******************************** k******** * * * * ** * * * * * * *•k ** *•k * ** * ?. CONTRACTOR„ IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 788890 -0030 18436 CASCADE AV S BUILDING 'B' AOFF DEVPERM III -N 001 North: KENT - SUITE GLOBE FURNISHINGS Phone: 425 -453 -4100 18436 CASCADE AV S,"TUKWILA WA 98188 ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 ;C/O COLLIERS .INTERNATIONAL,. 20206 72ND AVE S, KENT WA 98032 RANDY BROWN. Phone: 425 -869 -1946 2353 " :130 AV NE #202, BELLEVUE, WA 98005 t 'OPUS °NORTHWEST..L L C .... TOTAL DEVELOPMENT PERMIT FEES: $ 3,030.19 ************* k*** kk***************** r********** k***** k*** * * * * * ** ** *k ** * * *•k * *•k * * * * * * *k Permit Center Authorized Signature:_ I hereby certify that I have read and examined his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. DEVELOPMENT PERMIT Fire 0 South: .0... ". East: SeWer Slopes: N OPUSNLL050J5 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Phone: (206) 431-3670 D99 -0019 ISSUED OFFICE 1997 SPRINKLERED /AFA .0 425 -453 -4100 _BILL__ Date Date =11 9.9 Signature:_ Print Name 7:12yr'A, 'k ,A This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUK'WILA` Permit No D99 -0019 Status: .ISSUED: Applied 01/21/1999 '. Issued: k*•kk *•k* *k* k•k k*** k:k•k ** k*:kA k * k** ** kk*** * **•k **,** *•k * `k 'k At.1dr:' s;s: Tenant:: Type DEVPERM # '788890-0030' •k'k•k* k•k•k•k *•k*•k *•k *: *•lr k ** k 'Permit Conditions: 1 No changess" :wi.l l be made to the plans - unless approved: by y th Ar ch;.itect or Enoin'eer and the Tukwil.; Buildinq Division Plumbing permits shall tough. the Seattle- King'. .County Department }, PM;bli Health. c ' } F : 1`uirthVg wi1.1 be .inspected by that:.;a t cv n;cluding, all gaik 400:19 (296 4722? �� z ��' • Electrical, erprit . shall, be obtained through ;jthe 'Washing tart.. State, :V4,0.11 of:,:L "abor• and Industries and t*.aj11 tr .i e1esca1 work :wi Igo( i„ns,pe bpi tliat agency .(248 6630 } , ` , K : All, .mecf ar 7ca;1 trlur k shall . be. un . der separate per_rnit issue t he itiy fof .Tukwi 1'a $'`` k JYi P3/7,, t l , A11 permits inspe,etian records: and approved plaits ha avai tab`le at the •°lob : i.te. "p'rrior. to' the start of any , . n., - s•trc ctrl on. • ':dos.unient_: a re ..y `to be maintained `.;and ,ava,i 'ab1 `j,1int ina1 inspection .;appro•va <l', is granted. Aj 1fl ; a1' concr e'te' s hall Y be special inspected ; :(UB" .3 0 6 (a)1�, : �. r . k V • w ..., ' ;.. H :.,i*`. Ale, tructural welding shall be";dane; by• -W A.6.O.:. certi`3led ei r F , ld pe °a %(UB e,- '1,,Sac 306(x)5) Where; special 'inspection i s :requ 1 red; e 1 th.er ' the owrt�r? t c S 'arbhitectE,or ne.e englr sha,llY rjotitv'.,the Tukwila Building D ivi. ion 'o appointmen ofthe .insp'e�dtlph aagenda's pr ~tut th ` irst' buil.,ding °1nsp' Ciap1es 'lit ";;all special ti ,i ns'pect iori � rep•orts shall be submitted ,to . ''t.he Bu i l d,i'ng,,,, Division irk a :t.imely. manner. Repor:ts., contain addr,�ess;; k' project rtare, per niit number and , typ af. e `in4p.etion per forpled. 'F. r The ape ;ra l inspector shall Submit 'a• - f i na`1 •signed report ,statin+g, W tether L, the." work requ1r3i`ng sp'ecial" k n was, to. the b of th,e. inspector's know l edge T ,-'��i' son �o'rman,ce `;y with 'appal v plan;: and 'Specif icatiar s :a``rtd the applicable. wsirkmartshi ,r covision: at the i1BC: A.: Any new ce.i 0 grid and 1 i #h , Y.tu•r N" instal tati,o•r required to me °e,1,a�i�ateral br�ac�"i.n'g r4ildt,rement3 tOf Zone 3. 11 Partition walls atwrd`.vted: tu t= be laterally braced if over eight . tt ►1 lertgkh,. ` 12: Any exposed insulations back'i'ng-material shall• have a Flame Spread Rating of 25 or less, and material shall bear identi- . f ication showing the fire performance rating thereof. 13. All construction to be done in conformance with approved. plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997. Edition), and Washington State Energy Code (1997 Edition). 14. .Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to requirements for special inspection. 15. Validity' of Permit. The issuance of a permit or approval of plans, specification:, 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 c e i 1 i rt g . g r:i ; ci „ rn ii ismic: any ►. 1.... ... .��r�or�.. ,� n ti�a iuni._r1i.. 1- 4.�r•. PJes rev +..1.;•rrmlt,, Mr•. ion TI�1M I� RE► UIRECD'F ►R ;ALL ":NEW `RO AND SPACES' C TINE B1(ILDINGS :I N CONFORMANCE : WITH. THE:' UNIFORM G 'C G ANC> T HE WASHINGTON STATE VENTILATI Of C 'UALITYL CHAPTER 51 13 WAS cc0P4P H ; of tip l u i 1'd i.ri s b� rt ui�ntp 1 eked by th.e Project Name/Tenant: _ L6C.'C f---NS S `7 �7t- - Value of Construe n: 7-5 0 , e;19C> Site Address: tc r I 1 „ „ - ity Statp C ip� / Tax Parcel to 0 t Property Owner: s /�J 0 G Existing Existing fire protection features: sprinklers ld automatic fire alarm ❑ none ❑ other (specify) Phone: I ZS) 453 - 4toc � C Street Address: Rl S - It !¢au,� pi,,, City fate /Zip: l er Fax #: C4z s) 46 - i 7 Z- Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: r 86q- ` Street Address: Y z 5 O Ave., 2 e- ,� City State /Zip: ' eUI.�.C. Fax #: �` ,. p l J) &SS'�P�� Engineer: t"-{rI Rs r L.Ce GO051A...004.� c-I1Y( j i tg-9 Phone,- � 4 SO - 4015 Street Address: City State /Zip: Fax #: (Az' Imo -401e0 C ontact Person: Phone: I Street Address: �; City State /Zip: 7. 53 - 156 r t - 0 ?oz. . T,� Fax #: C��s) es - 6?�$ Description of work to be done: 17 5�� r Dl�f=tG�. 4 a0 �D V r/F-.� r Orr C � Tr we r - - (,� C - ��w�. o 6 ree_ot s ` W 0e_r _ Existing use: ❑ Retail in Restaurant ❑ Multi- family 'Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel fg Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 0 Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel aOffice ❑ School/College/University ❑ Other Will there be a change of use? ❑ yes try no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing Existing fire protection features: sprinklers ld automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 7 4 P > e ? existing Area of Construction: (sq. f t . ) Z 5 " , / ' - ..P ,F z74,' Will there be storage of flammable /combustible hazardous material in the building? ❑ yes la no rariek Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets L i mmercial / Multi - Family Tenant Improvement / Alteration Permit Application Dale i accepted: CTPERMIT.DOC 1/29/97 CITY OF TIIKWILA Permit Center L. 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 REQUEST. FOR PUBLIC WORKS'SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Date application expires: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. 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. Application taken by: (initials) I PLEASE SIGN BACK OF APPLICATION FORM 5r BUILDING OWN • • R AUTHORIZED A NT: Signatures .„,:°:. - /,/__,/ 4;1, Date: / zi —' , Print name: .,..44...a ,. W, , ., Phone* ' 1 I- • (0 Fax ' 45 ass_ , • i Address 2:3 l E ? ,vZ wie/ i , t4.90- `m) AL COMMERCIAL /MULTI - FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS IOUS' E SUBMITTED WITH THE FOLL• ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSt.J ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ® ❑ Complete Legal Description /- S ( - It - t'" ❑ ,f1, Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures 0043. (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include • El Et Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (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). ❑ 91 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. ❑ gl 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. ❑ 74 Indicate proposed construction of tenant space or addition and walls being demolished ❑ 21 Construction details 7 ❑ 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. fa ❑ 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 b en selected at time of ap lication a copy of this license will be required before the permit is issued OR submit Form -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 '•-•. * 4t.ic,•1■•ik.,;k:4c4c!‘ •t* ;1/4 4c f:c it is wic*ic .84 v' *.iclki. lc 4r• it'i,v kiklk A 'ic ic4;7k q bCte . —, : '....." - . - Der i p t...i op ' .. . •, : ()mount, : . '... 000/3,2,2:•400 ..,.' •-. • .: - ..11UIL:DING 'r. .• N01111ES: •• ,. ,. . : , 1 , 833 . 75 .. ":•000/3.81:5;, 904. *.. , ''s • . STATE: , BUILDiNG'rfjURCIii112611: • . .• . '4.50 ' : y-, , .-..., . -, - - - - - -:-...... - - -- - - - ..- -- •-,..‘ - -;- - ....,- ...: ................. ,,..._....; ...,........ - — ..... -- - , ...- -...- ... .-.»...-- - -. .. , . 0565 02/4.,971""/ TOTAL 1838.25 * * * _ '01./21/99 an ACE:Y• WATTS • `Iri it: 1 • Permit '..,, ,' ''TY 0, .... DE V r>. E13tt- :':',•..• I) E,V E LP P.1%),E WI. ,', PERMIT .... 4.'i.fi6et::=14, dr...L..,',; 7 Re (3 99..- q0 at):::: ..r. :. :':' ...•:.- •:••• ••••:..-•: ..:7 ...•••••.': ', • -:•''''••• ..:•....:-. •-•••-.,.. •:.•:'•,...:•'; '11;e•7••,:(1i.id i;'''' 4,3 *•'.. A 6 E. - A V'', S. ..-, •-• '..•......'•::.......i - ".. .....:•.' •.....• •-•:. ',. • • • . , • . • - - , .•.,...:;•;',.. .....,, •.;.--'.. - H.'i . ,••••:-...:,' .•:-. ::: •,: ',...r91; .41 ::.. ....•. • .. • 3•:‘,..030419.•;,....„ '..'sTj'ils•,::'-T ri.1;‘,1„:•.:.i•-:..::• '•:'•' 1: .: 94' .--' .' T 0 ilt.1 •--.'• A 1,..1....:. : .P iiit i.. •. . . ; • ..1..:', 9 .(.' . 94.•:-.': . , ...., ;'..•.....::::...••'-.„.:',-.•:•:•,.:::•-•':.•••.• ••••••!,....:. : ...: f • , ::, :-.... - :,. tailee.:•••f. .:•• ••:-..,‘ *•,)444,, 4,4 *4 1•4; 4.1,c114i i;**,;k:4, i,.,,i-i% 4,11/4***4 A ir4 ie. ?',. IC:ir*k.. A•;c4c*w :it * ir' ..„. ... . • . . , .. . ... . , .., .. .„., • ., •••• A c 6oittit ':.:.Ppd ...• ' .- .....:•- cr 'pt ion : ,:, 1•, ..::„,•-• .• • ' • •••—‘: ' i ;., •„.•-. • •.- .A in l'..%xiii 1;.-: - .'• .b.90 / 3 4 5. ea0„':.-' . ••• : : -•'....:' 1 CflE C K --'...: PI 0 OR 8 . ... -.' .. . , • .... . • - :-• - -• ...... • ....... . .. . .. .. ,. • .. . , • . . .. "•...;•-• .............. - .1 , , , ao v..* ....... v.... ow ......., ...es .... •• .... .... •eo 'it .... ■............... ow no 4, WO f A • ..• , , .441/ 9. , • 06 , MO . • . ••• , EMI ., O., , ,,... I • ' ' . , . • 9651 01/25 9710 TOTAL ,1191.94 , .. FETEITY77 •■4 PW DCD 1191.94 CHECK 1191.94 01/25/99 10 1642 0097 9651 CITY OF TWO, INSPECTIbN RECO Retain a copy with pe }..,it INSPECTION NO. ':. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 pproved per applicable codes. PERMIT NO. Project: 6ta6c.L......47€4 : Special instructions:-,-. Date wanted: a.m. p.m. Ph 667 431 -3670 Corrections required prior to approval. COMMENTS: F /AJRL 0 $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee mint be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: prgiacty ' I . /1 (0 Pe- - . Typ ns e4. Addi is?'360 L Dakr), 1'c 9- r Special instructions: ..-i-e....- m4t \ 1 -404,L—Le-A4 Dap `I itited giut / . .--.V. - 7 -4011. I 3 '- ".r11. R Pdorie• C f - — g/- &.577 Li A roved Ilplicable codes . INSPECTION RECU Retain a copy with permit INSPEOTION NO. CITV OF:TUKVVILA BUILDING DIVISION 6300 Southcenter,Blvd, #100, Tukwila, WA .98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -001 PERMIT NO. (206)431-3670 COMMENTS: &ZcZ(C4t 41,4- 1 "/ *„. Insp. D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: ections required prior to approval. , . Projec — , / Type of Ins ection: ' . i rfr - 2,,, 4 (3 1 ■ ; .,.-, ..-1 called: -- I ef_34. ("Date Special insttlictions: • • ',:. . , . • • Date wante d - 7 M g7 A ' c Requester: Phone: Inspector: Approved per applicable codes. L7- INSPECTION RECCO • Retain a copy with perinit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO; (206)431-3670 COMMENTS: • -11. 447 Pee c. Y fri- ■-"1-,/, 7 0 t" 1 . - 7 P2 f o ..- e.c (9 AL_ /-e, // A / :/3 Ao, t e 0 6( Corrections required prior to approval. Date: 9 , 9 , $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: INSPECTION REC Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 61q PERMIT NO; Phone: (206)431 -3670 pproved per applicable'codes. Corrections required prior to approval. COMMENTS: T � A. T JJ $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: P t: , f — o n e l k 1" Ty of Inspection: tf if >Addre s: is 1-1 3 to C tte..ad t S D 1 to alle : 5' Special instructions: AA, )a_ Date wa /..., a.m. �1 � P.m. Requ.o.t., 11115 1-I,3S uloo ?INSP TION NO. CITY .OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per ..applicable codes. C orrections required prior to approval: COMMENTS: 7Y r z(J12 I OA OW( 57 i tt 7 ' .��Ci,4'., At rC 1' c77 D $47.00 REINSPECTION FEE REQUIRED.` Prior to ins ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ti Date: Pro' • i t: b Type of Ins tiof V 1 — A� • e. �i e...• ! /pi Date c• led( w d , pecial instructions:. n � Date w. 0 - ( 7 / / a... p.m. Requ CJ — 2 Phone: NSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO.. 3670 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: r /rc:1 ? cod — $47.: I REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ec : , r^ ! 0 6 � rvL \ v . Rog of Inspection: el ilaa2. -fr V�/ i'lAti t Address: 1 KLI 3 (,, ' (�c4(_ad2 / '1 Date e J- Il Special instructions: (j o. ,. ! f . ,Date w3e l .? a m Requester %--3 C)P.,- - INSPECTION RECO . Retain a copy with pe INSPECTION NO ' CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98 proved per, applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe Date: 0 $47.00 REINSPECTIO at 6300 Southcenter B !Receipt No: (206)431- 3670 E REQUIRED. Prior to inspection, fee must be paid d., Suite 100. Call to schedule reinspection. Date: INSPECTION RECO • Retain a INSPECTION NO. - CITY OF DIVISION „ . 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • , PERMIT NO.% (206)431-3670 Prttjecty '•. Address: :.‘ frq Ca6r z.40 :Special instructions: 1)1 ---"Oe( t ck itraA of lnspectiop: , • Aii at4Iled: 5 Lr . Date wanted( c-( P.m. Requester: — 7 — Phone: ; I—IS — (-0 oo..„ Pproved per applicable codes. El Corrections required prior to approval. • COMMENTS. . • 41 Date: $47.0 INSPECTION FEE R 1 UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: kt I• ... " 4 • , o:. 1908 • -Project: ,: Na'me b� Address ) t43 City of Tukwila Fire Department `TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Authorized Signature FINALAPP.FRM Retain current inspection schedule Needs shift inspection cY\a Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 51`b Date Rev._2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 . . Physical Site Inspection ' - • Report Date: 2/26/99 Inspector: M. Sorantino Job Time: 14:00 Date Mailed: 3/12/99 Reviewer: T. Maddock Air Temperature: 0 Inspection Performed Visually, observed procedure for installation of seismic steel straps and exspansion bolts on mezzanine level of WOoden structure. Work appeared adequate and satisfactory as per the approved drawings. Straps: LTT131.LTT2OB ST2215 Exp. Bolts .3/4" • 5/8 holes were drilled to require depth, where observed. FIELpiREFoRT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT . OPUS Northwest LLC • ATTN , Wayne Eddy: ALICNESS 118th A‘./e. S.E. „.... . ob No.; ....; , PrOject ; .. • '. 'GloOler / Cascade ddress , ; j Glacier City Pa!mit Nurnba Engine.r . ', BL Copies To 21 Building Department WI Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC, IS STRICTLY FORBIDDEN. Physical Site Inspection . Report Date: 2/23/99 Inspector: R. Otto Job Time: Date Mailed: 3/12/99 Reviewer: T. Maddock Air Temperature: Inspection Performed witnessed placement of ledger exspansion bolts. Area of exspansion bolt placement is building (B) SE section of building.. Holes were drilled to proper depth, & cleaned out Bolts were of proper size. Work was done under detail C&D-30/S3.0 of plans & specifications. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue; WA 98005 Copies To:1 g Building Department g Engineer Job No. , 98.292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number: D .91 .6 awl (s) Engineer AHBL J RECEIVED CITY OF TUKWILA MAR 2 2 1999 POUT CENTER ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST Rr ORT ASTM: C 72, c1o19, C780 f tterial Report Number: 10515 I 19471 Material Data Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number: P e i -009 Engineer AHBL Grids Type of Material: Concrete Supplier: Miles S & G Plant #: 3 Report Date: 2/18/99 22101 Job Time: 2:40:00 PM Yards placed: 2 Coarse Aggregate: 281 Air Temperature: 48 Design (F'C) @ 28: 3000 Coarse Aggregate: 01 Material Temperature 56 Truck Number: 127 Sand: 1860 Yield Unit Weight: 28.271 Ticket Number: 449840 Fly Ash: 1583 Slump Inches: 41/4 Job Mix? No Water: 19.5 Slump Specification: Mix Number: 183001 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: Air Specification: Cement: 470 Admixture: Conformance Conforming to Plan? yes Inspector: R.L.Otto Reviewer: Explain if "No ": FIELD / MATERIAL TEST Rr ORT ASTM: C 72, c1o19, C780 f tterial Report Number: 10515 I 19471 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number: P e i -009 Engineer AHBL Grids CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 2 Column- footings, SE section of bldg. B inside. Report Data Report Date: 2/18/99 Inspection Performed / Location 19471 Inspection Type: Reinforced Concrete Location: Footings Grids 6X121 2 Column- footings, SE section of bldg. B inside. 01 Remarks 22101 Resteel was per plans & spec. Anchor bolt are expansion anchor to be placed later. 19481 ID # I Test Date I Field Cure I Age Days (Size InchlArea Sq In' Weight Lbs 'Max Load LbslStrength PSI I Set # 19471 2/25/991 1 71 6X121 28.271 01 62380; 22101 1 19481 3/18/991 1 281 6X12! 28.271 01 ! 01 1 19491 3/18/991 1 281 6X121 28.271 01 01 1 Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C1019 Cast Date: 2/18/99 Fracture Type: (If 'Other', than Cone.) Tested By: T.HALL Reviewed By: A.HALE Test Results Copies To I Date Mailed: 3/5/99 IA Building Department lA Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST R ' rJORT ASTM: C172, C1019, C780 - ..,aterial Report Number: 10515 Field Cure I Age Days Isize InchlArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # Material Data Job No. 98.292 Protect Glacier / Cascade Address 6540 S. Glacier City Tukwila permit Number. P q M Engineer AHBL CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 Type of Material: Concrete Supplier: Miles S & G Plant #: 3 Remarks 28.271 Job Time: 2:40:00 PM Yards placed: 2 Coarse Aggregate: 1949 Air Temperature: 48 Design (F'C) @ 28: 3000 Coarse Aggregate: 28.271 Material Temperature 56 Truck Number: 127 Sand: 1860 Yield Unit Weight: Ticket Number: 449840 Fly Ash: 1583 Slump Inches: 41/4 Job Mix? No Water: 19.5 Slump Specification: Mix Number: 183001 Water Added: Air Percentage: • Cement Type: 1 -11 Air Entrain: Air Specification: Cement: 470 Admixture: Conformance Conforming to Plan? yes Inspector: R.L.Otto Reviewer: Explain if "No ": FIELD / MATERIAL TEST R ' rJORT ASTM: C172, C1019, C780 - ..,aterial Report Number: 10515 Field Cure I Age Days Isize InchlArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98.292 Protect Glacier / Cascade Address 6540 S. Glacier City Tukwila permit Number. P q M Engineer AHBL CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 3/18/99 Report Data Report Date: 2/18/99 Inspection Performed / Location Field Cure I Age Days Isize InchlArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # Inspection Type: Reinforced Concrete Location: Footings Grids 3/18/99 2 Column- footings, SE section of bldg. B inside. 281 Remarks 28.271 Resteel was per plans & spec. Anchor bolt are expansion anchor to be placed later. 1048801 ID # I Test Date Field Cure I Age Days Isize InchlArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # 1947 2/25/99 1 71 6X121 28.271 01 623801 2210 1 19481 3/18/99 1 281 6X121 28.271 01 1048801 37101 1 1949 3/18/99 j 281 6X121 28.271 01 1088201 38501 1 Test Strength Tested Per: ASTM C1019 Conforms Y /N: Yes Compressive Y /N: Yes Cast Date: 2/18/99 Fracture Type: (If "Other, than Cone.) Tested By: T.HALL Reviewed By: A.HALE Test Results Copies To I Date Mailed: 3/26/99 t I Building Department tL/1 Engineer RECEIVED pf CITY OF TUKWILA MAR 2 9 199Y, PERMIT CENTER ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. Project Info Project Address K i m C/9 at; /344413/0e/ 1V tr Area in ft Date / , u oieR OFrlG� /. Z 5, For Building Department Use • �l c£s 0.5" Z./ r3 9 1 Applicant Name: t , ` • S LL C /9 /7O. o Applicant Address: / 1 Z353 —�+0 �.1, ,et *� 0.25 W/ft Applicant Phone: /-45-.) /-45-.) Aro 9 r /IN 1� C ' Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area oieR OFrlG� /. Z 5, S7 l h S [ AREilt,Sg, �l c£s 0.5" Z./ r3 9 1 rvt,s D,5 /9 /7O. o ' E?i t49P a L.S - fe- Zp 64etG,dr (4 b` 0.25 W/ft /153.9 • Bldg. (by perim) 7.5 W/tf •* From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts /1577 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed oieR 317.0E, .rLccoeG4C* crr S5 %g rSJ 11 [ AREilt,Sg, /4Ervk E 01 - P1472-422. •Z t t6, t 9 1 '777/!4'5 2.. 17A P• +E f'LItDQFJI,Cflar WAr . 1�.I 4 . 2c6 Bldg. (by facade) 0.25 W/ft • Bldg. (by perim) 7.5 W/tf • Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts j Z Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking . 0.2 W/ft Open Parking 0.2 W /ft2 RFC lvED OF t UKWILA Outdoor Areas 0.2 W /ft2 C ITY Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed► Bldg. (by facade) 0.25 W/ft • Bldg. (by perim) 7.5 W/tf • Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RFC lvED OF t UKWILA C ITY Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed► 1nnn Lighting Summary LTG -SUM 1994 Washington Slate Nonresidential Energy Code Compliance Forms 1994 Washington State Nonresidential Energy Code Compliance Form Project Description + ❑ New Building ❑ Addition Alteration Compliance Option Prescriptive ❑ Ughting Power Allowance U 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 ❑' Less than 60% of the fixtures are new, and installed lighting wattage is not beirfg Increased Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) PERMIT CENTER July, 1994 . Use' LPA (W/ft Use LPA (W/}t Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquef/conferenc&m hibitk n hall'' 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories . 2 Process plants 1 Aircraft repair hangars 1.5 Restaurantsbbars 1 Cafeterias, fast food establishments 1.5 - Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing hams 1.5 Parking garages s« Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day cam centers 1.35 Canton area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, of fice/administrative areas in facilities of other use types (including but not limited to schools, hospitals, Institutions, museums, banks, churches) 1.2 1994 - - hington State Nonresidential Energy Code Com•ffance Form Lighting Summary (ba ) LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Prescriptive Spaces 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. July, 1994 Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other 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 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 Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. f 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. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 3 AU Other Roofs times 100 equals % Glazing W_ el Opaque Walls . X 100 = TJ.. /Z,1 Below Grade Walls Floors Over Unconditioned Space r . Slabs -on -Grade , LLC Applicant Address: Radiant Floors _` rn , Pi ' Z'2 Maximum U- factors Opaque Doors s-1 6,100 Vertical Glazing Os ! p Overhead Glazing f , ¢5 Maximum SHGC (or SC) Vertical/Overhead Glazing I tie Do Space Heat Type ❑ Electric resistance ❑ All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical 8 overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing z r7 r / s ^ Dw& ,S . . X 100 = Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address GA - C$As ? P? arm ti Date l �/", For Building Department Use Applicant Name: r . , LLC Applicant Address: 2.i3 _` rn , Pi ' Z'2 Applicant Phone: (- s-1 A . /q41- 1 ,, r_ :�trunraanv�.:;u,,c. , o-:« x:., .N.w,:,. >.�.•....,.,,,..�w�.,,. Envelope Summary • Climate Zone 1 ENV -SUM 1994 .Washin t :state Nonreside tial Ener Code n • liance Form 1991 Washington State Nonresnlenbal Energy Code Compliance Forms .-t rraT r. 7' 4. n•' Y,+_ N YAI R 4P +'. April, 1991 Project Description ❑ New Building ❑ Addition //Alteration ❑ Change of Use Compliance Option fir Prescriptive ❑ Component.Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces* I A -i1 Opaque Concrete/Masonry Wall Requirements Insulation on Interior - maximum U- factor is 6.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 BtWR °•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value 8 position) U- factor 'Refer to Section 1310 for qualifications and requirements Notes: 0 r l3 (A) Ct)•Ws LJfM. cF c ir' - ICIB l & .c.ip coJ1/4) . All Insulation Installed? Opaque Walls R -11 Below grade walls (ext) R -10 Below grade waits (after) R -11 Roofs over attics R•30 All other rods R -21 Floors over uncond.sp. R -19 Slabs -on- grade .. R•10 Radiant floors R -10 Opaque doors 11-0.60 Glazing Criteria MR? Glaring Vet OH Area % U U SHGC 00-15% 0.90 1 45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 All Insulation Installed? Opaque Walls R•19 Masonry walls (int) U -0.19 Masonry walls (other) U -0.25 Below grade walls (ext) R -10 Below grade walls (odor) R -19 Roofs over attics R -36 other roots R -30 Floors over uncond. R -30 Stabs- on-grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00-20% 0.40 0.60 1.00 All Insulation Installed? Opaque Walls R -19 Below grade walls (ext) R -10 Below grade walls (otter) R -19 Roofs over amid R -36 All other roofs R -30 Floors over uncond. R -30 Slabs- on-grad* R -10 Radiant floors R -10 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00-20% 0.40 0.80 1.00 1994 Washin • -1 State Nonresidential Ener Codp Com • liance Form Envelope Summary sack) Climate Zo'. 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories compnse all spare heating types: Other, All other space heating systems mcluding gas, solid fuel. oil, and propane space heating systems and those systems listed in the escepbon to electric resistance. (continued at right) MI �. /M ason • c walls R -11 , I•QVall Cntena OK?. s Ninsulation? ,' no \(below) j yes no • ! :Glazing Vert Area % U 1 00 -15% 0.90 15-20% 0.75 20-30% 0.60 30-40% ' 0.50 <25% no ' Opaque Walls R -11 !Masonry walls (int) U -0.19 :Masonry walls (other) U -0.25 Below grade walls (ext) 11-10 i Below grade walls (otter) R -11 'Roofs over attics R -30 'All other roofs R -21 ,Floors over uncond.sp. R -19 (Slabs -on -grade R -10 !Radiant floors R -10 ;Opaque doors U -0.60 All insulation installed? Glazing Criteria Met? no I ( yes Y OH U SHGC 1.45 1.00 1.40 1.00 1.30 0.65 1.25 0.45 Start ' Electric Resistance no Heat? ! yes Prescnptive Path Allowed Component Performance or I Systems Analysis Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant and forced air units where the total electric resistance hut capacity exceeds 1.0 Witt of me gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. , ` ' ' Masonry N / All N Wall Criteria OK?j'* walls R -19 > Yes N (below) j no \insulation? Ina yes Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag NC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area yes April, 1994 if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. :! MAIO r SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel-Red Road, Sake 100 Beam, WaYStoa 95005 (425) 450.4015 FAX (425) 450.4076 JOB Globe Furnishings SHEET NO. COVER CALCULATED BY JJS CHECKED BY SCALE JOB NUMBER 88-18 OF DATE 01112199 DATE STRUCTURAL CALCULATIONS FOR: GLOBE FURNISHINGS CASCADE BUILDING "B" GLACIER CASCADE BUSINESS CENTER TUKWILA, WASHINGTON � �'t , ma y - - �� PROPOSED BY: otQ r `:; ■ �d nrt'- Opus Northwest L.L.C. t \ -(e \.\-\.:, 0.....0.4::::''' .�:i'` ~'' ,12,06 915 - 118th Avenue SE Bellevue, Washington 98005 (425) 453 -4100 * Fax (425) 453 -1712 , ARCHITECT: Synthesis L.L.C. Architects 2353 - 130th Avenue NE, Suite 202 Bellevue, Washington (425) 869 -1946 * Fax (425) 885 -6208 DESIGN CRITERIA: CODE UNIFORM BUILDING CODE, 1997 Edition ROOF LIVE LOAD 25 PSF SNOW LOAD FLOOR LIVE LOAD.. 50 PSF PLUS 20 PSF PARTITION LOAD, OFFICE WIND LOAD 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE 3 FOUNDATION DESIGN BASED ON 2500 PSF ALLOWABLE SOIL BEARING PER THE ORIGINAL CONSTRUCTION DOCUMENTS. RECEIVED N%LA CITY OF JAN 2 21999 PE CENTER Qqq-c?oLq 11111111111111 S( 'LER • CONSULTING 11.11 ENGINEERS, INC 12503 BeI.Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB //OK (intdisl /14/6 6 SHEET NO. in CALCULATED BY i • DATE CHECKED BY DATF SCALE V lb f.• OF 9.4 ... -.. ' , 1 ! . i • . . - • . ■ . I • ! . ; I ' . . ■ • . : ■ • : i 1 . I I . - . I , : • , , i . ' • i i t . . . • T .5k.—• • I . . , am •• L... ...... ..... . • , : 1 ' • i 1 —.. ; I MEV ,,,,1 ....... • .....,„ . . , . , 1 , 1 . • ____„„ ...., 02 ! •• I • I . . .• . . . . I ,, . i . . 1 . . • ! , , . 1 • • * 1 . 1 . A V" . . . . • , : . . . • . . • ! ; . 1 : , I II . 1 • t N ' - — --....................,,,.__ ........— . i i 1 : : : 1 , • • i , .• • , 1 ! i ! : i : [I 1 1 I i • . ,„,,.....„.....„ , 1 , • 4 / I I . . . ' .• . . . . • • . . . • . • s ; ; • , ' L----11--- : , I ' , . ; , • ■ I . !car - ' . i . . . . • ' i • ... . -...- .. _ ; . I .-1 i I ! 1 ; :-. 1 • i I . •••1/..... : ; • C !' i I i • ... . . i • ; 1 1 ; : ; , . : 1 : • • • ; 1 . 1 i • I 1 . . . . • . • . : ; filq f 6 i • ...........,.... • • • 1 ' • ....,...■ 1 • 1 • • ; • : '• I ; i • . • 4.1 :, i I I . I ; : : 1•••••■• • I 1 1 a • 1 . .• ; i 1 I . , 0 .. . , , . I , _....._, i .- , 0 4,6 II i i I . . I ■ . . ... ... ......• • .... .......• .. . . • if I . 12 1 . • I / : O) f C) .. . : t ' . . t I . 1 I , ■ . . . ! • 11111111111111 S( 'LER • CONSULTING 11.11 ENGINEERS, INC 12503 BeI.Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB //OK (intdisl /14/6 6 SHEET NO. in CALCULATED BY i • DATE CHECKED BY DATF SCALE V lb f.• OF 9.4 • • ...; ';.; •••' • 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (42S) 450.4075 FAX (425) 450.4076 • •."•,'••);•.;••••••. 1•7.•;•!;• • ..-... • 1• ! tlifsg arivativatt Joist J -1 TJ.e..m' v5.20 SOW Numb•,: 701001332 20" TJI ® /L60 JOIST ( 16.0" o/c bEAMUSA 1001 1fef96 10:16:09 AM Page «2 euad Cod.: 070 c • -- "‘ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: 1 Parallam® PSL, PPCB 2 Parallarn® PSL, PPCB Left Face Right Face DESIGN CONTROLS: MAXIMUM Shear(lb) 1446 Reaction(lb) 1446 Moment(ft-Ib) 9227 Live Defl.(in) Total Defl.(in) TJ -Pro Rating 6 HANGERS: Simpson Strong -Tie Connectors® MODEL IUT3514 HU3516/22 28' INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 3.50" Hanger Left Face 870 / 609 / 1479 2.25" Hanger Right Face 863 / 604 / 1467 - Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. REVERSE T.F. T.F. SLOPE SKEW FLANGES OFFSET SLOPE No No N/A N/A No No N/A N/A - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN 1446 1446 9227 0.456 0.775 46 CONTROL 2740 1505 10301 0.510 1.276 Any CONTROL Passed(53 %) Passed(96 %) Passed(90 %) Passed(U672) Passed(U395) Passed - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U600, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non- residential floors have been considered. TJ -Pron' RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 3/4 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. PROJECT INFORMATION OPERATOR INFORMATION: Globe Furnishings Shutter Consulting Engineers, Inc. Joe Shutler 12503 Bel -Red Road Bellevue, WA 98005 (425) 450 -4075 (425) 450 -4076 Copyright 0 1998 by Tnis Jolt MacMillan, a Iirok d partnership, Bois., Idaho, USA. TJIO and Parallame are registered trademarks of Trua Jolt MacMillan. Snrp.orr Stronglle Connectors() Is a registered trademark of Simpson Strong -fl Company, Inc. NAILING FACE TOP MEMBER 14 -10D N/A 2 -N10 20-N10 N/A 8-N10 LOCATION LT. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 TJ.Pro' 1 and TJ -Beam^' Sr. trademarks of This Joist MacMillan. b Product Diagram Is Conceptual. n1-v Cfiefeelifk Adrimr. TJ-0aumol v0.20 WM Number: 700001332 MAMMA 1001 11!100 10:30:00 AM Pepe 1 d 2 Buld Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: HANGERS: • • Shear(lb) Reaction(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) TJ -Pro Rating 0 LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition INPUT BEARING WIDTH LENGTH 1 Parallam® PSL, PPCB 3.50' 2.522" 2 Parallam® PSL, PPCB 2.25" 2.522" - Web stiffeners are required at support(s): 1, . MODEL SLOPE SKEW Left Face ' NONE FOUND No Right Face NONE FOUND No DESIGN CONTROLS: MAXIMUM 2169 2169 13840 Joist J -1 24" TJI ® /H60 JOIST @ 24.0" o/c 26' JUSTIFICATION Left Face Right Face REVERSE T.F. FLANGES OFFSET No N/A No N/A DESIGN CONTROL CONTROL 2169 3060 Passed(71 %) 2169 2169 Passed(100 %) 13840 13884 Passed(100 %) 0.414 0.510 Passed(U739) 0.704 1.276 Passed(U435) 52 Any Passed PROJECT INFORMATION OPERATOR INFORMATION: REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL OTHER 1305/914/2219 1295 /906/2201 T.F. SLOPE FACE N/A N/A Globe Furnishings Shutter Consulting Engineers, Inc. Joe Shutter 12503 Bel -Red Road Bellevue, WA 98005 (425) 450-4075 (425) 450-4076 Capyrt ht C 1990 by Trw Joist MacMillan, $ Noted bannerol* Boll, Idaho, USA TJ•Pro*W and TJ•Bam*W are trademarks of True Joist MacMillan. TJI* and ParaUame are registered trademarks or True Joist MacMillan. LOCATION LT. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 Product Diagram Is Conceptual. 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. NAILING TOP MEMBER - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U600, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non- residential floors have been considered. TJ -Pront RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. M'3 t• r CfiegeormArate 0 HANGERS: Simpson Strong -Tie Connectors® 26' PROJECT INFORMATION OPERATOR INFORMATION: Globe Furnishings Shuteer Consulting Engineers, Inc. Joe Shutter 12503 Bel -Red Road Bellevue, WA 98005 (425) 450 -4075 (425) 450 -4076 Copyright 0 1596 by True Joist Mscktelan, a Milled partnership, Boise, Idaho, USA TJI.) and Parallame are registered trademarks 01 True Joist MacMillan. Simpson Strong.TM Connectors.) le a registered trademark of Simpson Strong•TM Comp any, Inc. Joist J -1 20" TJI ® /L90 JOIST @ 24.0" o/c TJ-Beeellsi v6.20 Ssrisl Number. 70600132 SE.AMUSA 1001 1/650 10:36:36 AM Page 1 ar 2 Build Cods: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b Product Diagram Is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Parallam® PSL, PPCB 3.50" Hanger Left Face 1305/914 /2219 2 Parallam® PSL, PPCB 2.25" 1.75" Right Face 1295/906/2201 - Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face MIU416 No No N/A N/A 20-16D N/A 2 -N10 Right Face NONE FOUND No No N/A N/A - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: ) MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2169 2169 2740 Passed(79%) LT. end Span 1 under Floor loading Reaction(lb) 2169 2169 2190 Passed(99%) Bearing 1 under Floor loading Moment(ft -Ib) 13840 13840 15974 Passed(87%) MID Span 1 under Floor loading Live Defl.(in) 0.485 0.510 Passed(U632) MID Span 1 under Floor loading Total Defl.(in) 0.824 1.276 Passed(U372) MID Span 1 under Floor loading TJ -Pro Rating 50 My Passed Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U600, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non - residential floors have been considered. TJ -Prom RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. TJ•Pro*r and TJ-13eamm are trademarks of True Joist MacMillan. TJ.esem'r v5.20 Soda Number 700001332 BFJIMUSA 1001 11!!10 10:57:24 AM Pegs 1 of 2 Sued Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: El INPUT WIDTH 1 Parallam® PSL, PPCB 3.50" 2 Parallam® PSL, PPCB 2.25" MODEL SLOPE Left Face HU3516/22 Right Face HU3516/22 DESIGN CONTROLS: f.v Shear(lb) Reaction(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) TJ -Pro Rating MAXIMUM 1829 1829 9842 Joist J -2 20" TJI ® /L60 JOIST @ 24.0" o/c b 22' 6 Product Diagram Is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition BEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER Hanger Left Face 1105/774 /1879 Hanger Right Face 1095/766/1861 - Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong -Tie Connectors® SKEW No No - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROL 1829 2740 1829 1829 9842 10301 0.349 0.430 0.594 1.076 53 Any REVERSE FLANGES No No CONTROL Passed(67%) Passed(100%) Passed(96%) Passed(U739) Passed(U435) Passed T.F. T.F. NAILING OFFSET SLOPE FACE TOP N/A N/A 20-N10 N/A N/A N/A 20-N10 N/A LOCATION LT. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U600, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non - residential floors have been considered. TJ -Prom RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. PROJECT INFORMATION OPERATOR INFORMATION: Globe Furnishings Shutter Consulting Engineers, Inc. Joe Shutter 12503 Bel -Red Road Bellevue, WA 98005 (425) 450-4075 (425) 450-4076 Copyright 0 1291 by True Joist MacMillan, a limbed partnership, Soles, Idaho, USA TJ•Pro'" and TJ•eamm are trademarks of True Joist MacMillan. TOO and Paraltunib are registered trademarks of True Joist MacMillan. Simpson Strong-Tie Connectors* Is regWered trademark of Simpson Strong-TI. Company, Inc. El MEMBER 8-N10 8-N10 s• , csfitat TJ.eern*l v5.20 Serial Numbr. 70/001332 BEAMUSA 10o1 111199 10:3049 AM Pape 1 d 2 euld Cede: OTO THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: 1 1 Parallam® PSL, PPCB 2 Paradan4 PSL, PPCB INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 2.25" 2.27" Left Face 1154 /808/1962 2.25" 2.27" Right Face 1154/808/1962 - Web stiffeners are required at supports): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: REVERSE MODEL SLOPE SKEW FLANGES Left Face NONE FOUND No No Right Face NONE FOUND No No DESIGN CONTROLS: MAXIMUM A.) Shear(lb) 1930 Reaction(lb) 1930 Moment(ft -Ib) 10958 Live Defl.(in) Total Defl.(in) TJ -Pro Rating DESIGN CONTROL 1930 2935 1930 1930 10958 11424 0.351 0.454 0.597 1.135 54 Any Joist J -3 22" TJI ® /L60 JOIST @ 24.0" o/c 23' 1" CONTROL Passed(66%) Passed(100%) Passed(96%) Passed(L/777) Passed(U457) Passed T.F. OFFSET N/A N/A T.F. SLOPE FACE N/A N/A LOCATION LT. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 - Allowable moment was increased for repetitive member usage, - Deflection Criteria: STANDARD(LL:U600, TL:L/240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non - residential floors have been considered. TJ -Pro'" RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. PROJECT INFORMATION OPERATOR INFORMATION: Globe Furnishings Shutter Consulting Engineers, Inc. Joe Shutter 12503 Bel -Red Road Bellevue, WA 98005 (425) 450 -4075 (425) 450-4076 Copyright 0 1990 by Trus Joist MacMillan, s Malted partnership, Bole, diho, USA ti-Pro" and TJ.8am*' ire trademarks of Trus Joist MacMMIM. TJIO and ParallamO ars registered trademarks of True Joist MacMillan. NAILING TOP Product Diagram Is Conceptual. MEMBER f SUPPORTS: Cwwpirivisearft. Joist J-4 TJ-esamgo 420 Serb! Number: 708001332 16" TJI ® /L60 JOIST @ 24.0" o/c eEAMUSA 1001 INN 10:3G.61 AM Pap Ia 2 ewd Coda: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition INPUT WIDTH 1 Parallant® PSL, PPCB 2.25" 2 2x4 plate 3.50" - Web stiffeners are required at support(s): 1. HANGERS: Simpson Strong -Tie Connectors® MODEL SLOPE Left Face IUT3514 - Multiple plies of 1.75" Parailam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM 1156 1156 3933 Shear(lb) Reaction(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) TJ -Pro Rating DESIGN 1156 1156 3933 0.104 0.177 62 0 BEARING LENGTH Hanger 3.5" REVERSE T.F. SKEW FLANGES OFFSET Nb No N/A CONTROL 2330 1315 8336 0.340 0.680 Any 14' REACTIONS(Ibs.) JUSTIFICATION LIVE/ DEAD/ TOTAL Left Face 699/489/1188 Right Face 701 / 491 / 1192 See TJI JOIST INSTALLATION INFORMATION for nailing requirements. CONTROL Passed(50 %) Passed(88 %) Passed(47 %) Passed(L/999 +) Passed(U920) Passed T.F. SLOPE FACE N/A 14-N10 6 Product Diagram Is Conceptual DETAIL OTHER NAILING TOP MEMBER N/A 2 -N10 LOCATION LT. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 PROJECT INFORMATION OPERATOR INFORMATION: Globe Furnishings Shutler Consulting Engineers, Inc. Joe Shutler 12503 Bel -Red Road Bellevue, WA 98005 (425) 450 -4075 (425) 450 -4076 Copyright 0 1098 by 'Pus Jolt MacMillan, a limited partnership, Bobo, Idaho, USA TJ•Pro'" and TJ•Beam'" are trademarks or Tars Joist MacMillan. TAO and Parallamm an registered trad.msrks of This Joist MacMillan. Simpson Strong.TM Connsctamt M a registered tmd.mrk of Simpson SUong•TM company, Inc. TJI® Blocking Panel TJ -Prono RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed f OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). - Deflection analysis Is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non - residential floors have been considered. e•i•- ' JTLER 111111111 CONSULTING NW= ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 1 1 t..0t) 4 11166/Itrl 6. ! ! I el i : : ; i ! • i : ■ ; I 1 1 I • ' . I i 1 ! ' ! • , I . , 1 : ! i ! '-- ......_. . , ; ! 1 , ! • ; • • ! • . JOB a p1/4 SHEET NO M" CALCULATED BY • 775 OF DATE / •• 8-96 CHECKED BY DATE SCALE rps_wr 40oor /36 sr /3(!..C. a.dyg) f..0/ _ • 4- Rd Cit.( pc ; •• -• • • . ---•- 7 it. • ; • ■ • . • • t •O‘ Ci ; ; I .•; • f 4‘_,3 J P • 1 ; . 04. • !: .__L__fti7 • • •i • • $10:a Pi 7 o - aR -.4 - • - k-qL-°- _ • • I , ; I . i , • • i ! • , ; i i • ; - ; i 1 a ---- • - . , • . . . , . . . . a ! . A , . 1 , i _ • / 7 ..2 ) 4- . )_ • - - - - ' — • - • 7 - .2..3 _ - . ' • '' 6 . J te_____..i.A:i./._....._C_.- ---- ._..iz_. _____- 4 ._.,_ ........ _..,_. _____ &.•.,.4_4).(...._.. • • , i .• i _.• : 1 Ge- ! 14_4_r_5..._ .L0.1..6342.ri LO)T77, . ! W (,Sta‘ xi , t , . 1 1 , • 0 .3s - )i•O 6/ i - . • ' - 1 1 i...L-- es6 4/._ ...i____..._.___ 1 _....,... w o_14_.:1.4. .. , .. ___:____:____, _.:___________'. ___L_ . , , • i 1 ...2. • 1 . , . . , . . . 1 :./.9 7 '`.i , , i _ • . ' ; ! . , _ , , . • .,,c4; ; pnei4otei • --" i "' • ' . . , , . i , • • • : 1 1/ //: N 1 1 / • • 1 3/ 1/ ! • • d 7 . 9 1fr,' , , ' • , . ; i ,' • ; ___, .1-_-_;.....$./..3.!_!:_aa2._21/5;,{6?__i_ ' i , . . i • , . ! , . ra . 1 , 8 .,4.'82eXig.8 , 2 - #4'4 4 1 45 ). - 44 - gouc.r. e .08(44 1 . 2 -P -6 ?; ; 70 , • I 17 1 1 ,1 46 !fit #1.1.,on w — g i c " 1 D r h 87 Us 1 D ./TLER 1111111M CONSULTING WWI ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (42S) 450-4075 FAX (425) 450-4076 SCALE JOB 61.04 SHEET NO, M 9 CALCULATED BY .275 OF CHECKED BY DATE DATE -es P9 ;� 1 J I 66rtr ' foie- Z� � I.c1 ... ' ? - q_ b , �rw - , ._. e ..d _- -- - -._ , } -, - -- 3:.73-- -- _-..... .__ .._ _.. __ - .. . _ ; fin,,:._ -- • - . r - G .- - -- _ 0 bX .4Oc: ! , ! ! _ ; _ + - r _so00 X05 ii– __ _ T ----i---m—,=--6--.2-7-,-.1(-;1+:,5 ! : ; . 11 ! i I • , , , , : , . , • • , , .__._ .._....___-. ._.____ 4 i A/ 1 I ! i S J.. 11 ' , a Sr a. �7��Ov1' . j"' i ° - _ - l ° /O - ) . Y -- _ ...._..__.... -.;... _ - ,Q. / /0 ' 3024 I I i ! I 7 -r i , 1 j ; � •�- - f T I f i • ! , r{ i I. I --�-- — i I-1 ( H ! I 1 • _■_( ;JTLER _•- CONSULTING _• ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450 -4076 SHEET NO. fr^/ CALCULATED BY NV'S JOB 6Lo ._) rgeh /5 /465 CHECKED BY DATE OF DATE PI: -MS SCALE ! I I I I . . I I 1 1 1 1 1 1 1, ■ I I I j I I , ! • r if pi & &Do. c c__,, c c..... i tb_ I i 1 ' ; : , t t 1 0;0 ' ' : I 1 1 I :-,UTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (42S) 450-4075 FAX (425) 450.4076 JOB •6/. Vt. 6414 ION Mk SHEET NO, CALCULATED BY 4-6. CHECKED BY OF DATE DATE SCALE p-a-91 (, ; :irLER . _S CONSULTING '__ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB /IL._., r (utl//tsrlld& S SHEET NO, PVW- a OF a CALCULATED BY J • DATE , �d 9i CHECKED BY DATE SCALE t I • • n • • I "r • _ _ - � =_=_ �, _ ■ ice _ 1 i t i I r f i 1 I } 1 r I - •- ...____- _ -_-_ . ... -. .._ - -- .. 17 rs ' 0.1( Al A P -r . ,7,BL -.. ay. .._ . _. ` � , I le • (, ; :irLER . _S CONSULTING '__ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB /IL._., r (utl//tsrlld& S SHEET NO, PVW- a OF a CALCULATED BY J • DATE , �d 9i CHECKED BY DATE SCALE SQUARE SPREAD FOOTING DESIGN 6L0BS tai2g/Skfit/G Job kettit-Trit ery 'Sheet 'no. p0.14-/ Calculated by ti • Checked by Date 10/17/98 liowabie sOil. bearing , 2500.00 psi laid Stress; of reinforcing steel. : 60.00. ksi , :,:o::ress:vs stress Of cor.crete = 2.50 ksi Cotitined tAtimate fa:tor (D.L.. + 1.1.) = 1..65 o; bDttor.: bar '• - 3.00 in 2‘. 1;3A!iowable !Did is allowable applied load. =** Lcad ='.Ftg area illow, soil' bearing - ftg. weight. )•.- FCoting Thick- Required . Bar size op ions 5 ' Area of steel ' No 'Size ; No. ; Size t 1 1 F- 3.00 : .10.00.1 F- 3.50 ; 10.00 ; ' F- 4 001 11.00 ; 4.50 :12.00 1 • - 5.00 1 13.00 1 •; F- 5.50 14.00 ; ; F- 6.00 115.00 ; F- 6.50 ; 17.00 ; F- 7.00 ; 18.00 1 F- 7.50 :19.00 ; 1 F- 8.00 120.00 1 0 FOOTING SCHEDULE 0.65 in 2 • , b 0.76 in 1 31 5 1 2 6 0.95 in"2 1 41 5 3 1 6 1.17 in 1 4 1 5 3 $ 6 1.40 in 5 I 5 4 I .6 • 1.66 in 6 1 5 4 1 6 1.94 .in2 5 1 6 1 4 •7 2.39 in 6 1 6 1 4 . 2.72 in"2 ''7 1 6 5 1 7 3.08 in 7 I. 6 6 1 7 3.46 in 8 - 6 6 7 Load 7:1.39 ; 29.09' ; 37.80. k 47.59 k 1 :58,44..k 1 70.33 k. 1 83.25 k 1 96.65 k 111.48 k ; 127,27 k 144.00 k JOB A .t) Fug /sm•axf, SHEET NO, OF 3 OF SS. DAlI OTLER _N CONSULTING WIN ENGINEERS, INC 12503 Rel•Red Rd., Suite 100 Retinue, WA 91005 (425) 450.4075 FAX (425) 450.4076 CALCULATED BY CHECKED BY SCALE : q.5 � i�Lc s (u ti/1.1d i JOB -- -- � ►�.:.. SHEET NO `" ammo _• CZINSULTING __ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450.4076 OF CALCULATED BY DATE f -.8 •4' 9q CHECKED BY DATE SCALE 1 f ! I ; L_ i J _ __ _ — f ....— : i t , s _.t. ; f I i I ! . i i ; . 1 ; ! I ', ?x/52 'S f i 1 I 1 i i 4 Oft • ; -1• 1 :. . ' AM& N. . • . . . „ • • • ; i ; . ! ; . ! • • ; 1 ! 1 -• 1 1 ; ; • • : 1 ' • I 1 1 1 11 ! I ' . [(. 1‘ IN t i Z ,a $ ,._ __ ._.... - /S / 2 / ° ye, .1 /1 ■ 1 I ___ __ i - t t • � i�Lc s (u ti/1.1d i JOB -- -- � ►�.:.. SHEET NO `" ammo _• CZINSULTING __ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450.4076 OF CALCULATED BY DATE f -.8 •4' 9q CHECKED BY DATE SCALE i I ' __,:5_6,16 ;nice_ Lo toS ' 1 ' (2.6-)Ga i ;ol_ ; � 1.3 o P - o 4r!-/- Sogr .i .S;I5, nG ..«._-- ....rw..nr.a•tt.tt�uM •'.+m5htiY.WMWSUrtlMWM +, UTLER —N— CONSULTING •__ ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO L - 1 OF CALCULATED BY .37 DATE fr/43' 19 CHECKED BY DATE SCALE • ?(n%' L, -: _ Gcrn_ 5 . 7f'�_wNu- S% cow I D • � 11 4 ,( ) t/Ail ; )L'V6 )C._. o ? IMP TL4dS /P -_.._ . 0 1 54 o __...:. _ _t /o q..'8 X o_- l g ' % ('s• ._ __ __ . ___ -- ..... _ _... _ j— , - - — ` :2)C A /91 S)=' 11/ G_ F6-1-/e.45 ) S ' MU= 111111111 111111/MIN JTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 . JOB in.(' t rt.uc/4/4w/AM S SHEET NO - "a- CALCULATED BY OF DATE CHECKED BY DATE SCALE 1 I I 1 , e_o&I,Itel_.! 0116444 COT / 6 .1. c0/ SON1Z Yt 1 " . . • •__ • --.. , _ _ iovo D 9)/ 16 1 _ /% 9 b 6 OA 12_"Z ' ! • ; ; 1 I 1 1 I r - "T" • ; I I 1.1#1 ZL. me" 0 kOtirof 1,11:10i: OP ;• • * ; I I F L 1 " I 4- "vrt 41._ • : I I ; , , • i / ; -L. '.- 333 sti 1 1 .../-7"-±7-1- V r.fz4 it4p006D; aeViot. -- ac,,c7 i ! t t - ,.. „ 1 __ • • ' ! : 1 . ; ' . ' . 1 . • . (..t.. t• - X., 6 t, i..5 j_2_7°A....L. it R.,P,_ , 1 1 • i ! , • : i . . • ! : i ***) -- • * ____ _..._ _. • . . _ _, _, , , ' ; I • 1 r , , 1 „ t ' - 7 - ... . . .11 t".L rii rz e .. .e,;.. C-4:3144..t91,.._..0 .":.: .6)7 . .____:___ .'i.._.. ..._ ! ; & 3 I L ! ! 1 k ! di/if” 1 - 7-7-17777 V ; 77- '' ",- : I 9)( 6-3-s44:) --r--;91&--i----L-----7---..___________ i I 1#.3.fiso4....i___Ms.r2..___.44.1,4:3, P i t r ." I ; . 1 1 ■ 4 61 - C; Ig. ' I i ■ /V i , ! . .,_,,.. yr _a?! 4 C X 4 /0) P t. * * • i 1 '.. St..) _ 125_$. um E.__ ryPiefit-___Coxxii4a4 re 0.0 _i_6 466 0 R.14 A fa l ' 0 11/ 1 , 1 •--- •-------• -- - --1--- ol 1 --- 17 . • ? • C ITLER 11111k111 CONSULTING • IlEr11111 ENGINEERS, INC 12503 Bel•Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 • . • • . . • • „ . . . . . . . . . . JOB ..' Avzoi( . ) Aiximiiiik s: . . SHEET NO ' 1 - - 3 OF ' /"AX .. • , .. CALCULATED BY 4. 5. DATE 9 CHECKED BY • DATE SCALE i 1 l'E __..f 0_714- 01.4T ; i • i -",4.. • ' It- P l 1 . 1 ; I 1 I , i 1 ' . . , • : tri, 1 t ! ' ; .L. „be , - 'It i -V, - 01 . SO. a CA : , - 1 1 • . • , i (A) ” . . i 1 . 0 A : t. 1 1.-1 01.01,e69 b / : P3c.oe..: . __ .A■j/zo_.* A 4.- — - - ifr 1 0 f . .-_— /10 It 1' ,i • . . 01 L - . . _ — - - _ .L _ _:, __...4/9 ....___ _ t.- . ,---!.‘ ___ 'cep 366 146 ; • 4> . : i i ' ! ,! • ..._ • • 11 - . ' ! i — 71 . 7 ,01:,_, T .' i . . 1 I . 16 . 1 14 7 ij' i i 1 77 : ' : ! : .-I I ,' I 11 - 4 ' I ; ; j ! s / t ! 1 • ' i t _....-• . . . "./.7i i i : 0, )63/.! ./1,. 4 / ___„4r._.• : • 3,6 3 , i I ! _1 - -.I. 35 1 1 ! ! ll. (4) 'r 4/ : ; 1 I t , i ,• p' '4,1"4 _L..1814.. 1 5 bil ? i ' ; , 1 ' ': : ; ; . ' 1 . h -- 1 ' • • .6 o5. 0 4. 1. • 1 ' 6 1' i ; - • - , • . , I . . I , , . . i : Oil/ ; ...._ , _4. , .._ • , 1Ii -t- . . 'H . ____; ' , 4) i ./. . ; : ii(.> . _ _l . , . ■ , , . • , i 5 __. • . / .---"'-"- , + , ..,. ..,_...■.,... . • ' , ! , :• : i ____t_____. 1 1 -i -1 , —, 7--- .4--r ii ! I . ■ i i - I ______ ; 1 1 ' 1 1 -__:—.. _.---,--. . , r ■-• i ' 1 H ---- --'----- 1 • ! . 1 . • ? • C ITLER 11111k111 CONSULTING • IlEr11111 ENGINEERS, INC 12503 Bel•Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 • . • • . . • • „ . . . . . . . . . . JOB ..' Avzoi( . ) Aiximiiiik s: . . SHEET NO ' 1 - - 3 OF ' /"AX .. • , .. CALCULATED BY 4. 5. DATE 9 CHECKED BY • DATE SCALE , 1 1 : • • , . . - 1 - 14.614 •;.0,C,) .'; :.- /6,Vs * • . <1‘4"' 13' •, ; ',, • . ' ' t , • • 1 : • ; 'pia ' • —. . • : • . . ' z i . : . - - - - - I . 7 , / . . . : / . / k . ' 7.'4 IG .15 1, 0 : C1 : ', ) .04 Oc.:k Wa.i" ' 1 1 1. - . - 4 . 1 f ■ ., i 1 , ; i — - -------, --1 ._______ 1 P4 d.& l';',04e5 • '; ..;, •, ; i : • ; ; ____.6.12_4_e______?______4!--_LLd/ , i AY r; At4c). ; ; • ; -1- , ___.....1_221. 4,- *ad . . ; • i ' : __L_ . ; I ; .k . t' 0/r ) iii ,----;•=---,;44/O , , 9. 1 1 I 1 1I ; —, • ; --4 . 42z- :7- •01, i T) • 6- 71 - : , - ; -- 4 •C: I ! ---- 1 ! 1 ;, '. , ; s i I i • • ; ; ; . ; ' ) • f - 'inie.---.17-&;. ,-/t-2■0--j-z---,its-- 1 -- , . ._._.......• ... . 1 . • _..._. , z or. 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OF CALCULATED BY 2'7 s DATE CHECKED BY DATE SCALE _tii) _T-1145, 1 1 S_C_SIILCe_ i . . .. 1 i 4/4- . i--.56 i 3.0 Cr ' i 4 1 : g i pefinissuisa 1 1 i ..0.4. 1 I 4 i j 4 /04/ 1 . 1 o i 1 z r• 14sis' .2o _______ .4f . - I — ■ 1 lc-Ai 71g44 r . XL/VC i _7_4_70f/y 1 I /c,1404%) 1 1 i f2. 1. ;0 5 i ! 1 ti..,S 1 5, ... L I ' _Ain . , 1 / 8-,D, cco-ass a o 1 fie_ I ( i 40 t#?_ris.);4-- /coal" 1 1 ; , I /--,--- I I /---7-- 0 • 1 ! ; , H --i--+-- , , . / el. • . J_ ___I.. _ ____ i. , a 'Li._ i___ , i-H, ; , " 1 , . -4- -iiljel, l' 54) 4- 4 : 1 ' T. 1 ah Ajoi, , 1 ,.163zS 1 si, 7 *Y —. I T ; 4- i • 7._ j■ , 1 , Ii a ^ I 'UTLER 1111111111111L.ONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 90005 (425) 450.4075 FAX (425) 450.4076 JOB 4 /.0 SHEET NO. OF j-//.19 CALCULATED BY CHECKED BY DATE. SCALE DATE 02/11/99 ..14:50 FA% 425 519 6800C, OPUS NW Opus Northwest LLC 915- 118d Suite 300 Bellevue, Washington 98005 Phone: (425) 453 -4100 Fax: (425) 519 -6800 x 001/002 Company: CL4 Y Fax Number: 2cx.0) 43) - 36(DS Phone Number: Date/Time: 2 -oi°1 Number of Pages (w /cover): Regarding: From: i\-4 Message: FAX COVER SHEET Original to follow? No Yes Please contact our office with questions or problems regarding transmission of this fax. . The information contained in this facsimile message is privileged and confidential and is intended only for the use of the individual or entity named above. If the reader of this message Is not the Intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication Is strictly prohibited. If you have received this communication in error, please notify us, immediately by telephone and return the original message to us at the above address. Thank you. hL� C Co PLAN REVIEW /ROUTING SLI ACTIVITY NUMBER: D99 -0019 DATE: 2-24 -99 PROJECT. NAME GLOBE FURNISHINGS Original Plan Submittal Response Correction Letter # Response. to Incomplete Letter XX Revision # 1 After Permit Is Issued DEPARTMENTS: Bui ivision Public Works ❑ Fire Prevention A/ct_z2",-14 Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -25 -99 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ❑ Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ WR.ROUTE.DOC 6/98 Iv, 0 Planning Division ❑ •` Permit Coordinator No further Review Required DATE: DUE DATE: 3 -25 -99 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: C , Coor4...CoP PLAN REVIEW /ROUTING SLIP AC TIVITY NUMBER: D99 -0019 DATE :. 1 -21 -99 PROJECT NAME: GLOBE FURNISHINGS Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buffing Division IX Me 2 - 'H1 Public Works �y ig &JICL t araicj DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 - 26 - 99 Complete (p Incomplete ❑ Not Applicable ❑ Comments: Approved \PR•ROUTE.DOC 6198 Approved ❑ Approved with Conditions tirz. cpL Fire Prevention � P � arning Division IX Structural ��//��,,� ❑ P Si CI C `o�dinatbr� ii TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - 23 - 99 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials No. Received Initials I Summary of Revision: Summary of Revision: j+ eops ig:40 L) side, C s Constr. � ' � E s Received By: Revision Date Staff Date Staff No. Received Initials Issued Initials Revision No. Date Received Staff Initials Date Issued Staff Initials I I - 4 - q9 I "fte) Received By: Summary of Revision: j+ eops ig:40 L) side, C s Constr. � ' � E s by addin O4ccs 4 Zvi lef room. ee uct-ion in 6:F. Received By: - i .vilia LOktct fre /1 C("1/1/1 . Revision s No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: PROJECT NAME: 'lobe' urniSm $ Site Address: I B43(o Cascade Av Si REVISION LOG PERML NO:. Dg - CIO I Original Issue Date: >i s -cm (please print) (please print) Summary of Revision: .J' Received By: (please print) (please print) Summary of Revision: Received By: (please print) ............aw.•rrra. non .. wwwraur:: Y. t! R7/ �7. u. 1'.+;'>'. 41 iG:" ertlt4t: N.: M: YS: v�'naerutw.a _....�. »n +vaa rrw�«. ... *ANA u r.. Y3f".+Y:'n/ 02/12/99 08:16 FAX 425 453 1712 OPUS NW LLC REVISION SUBMITTAL DATE: 2 '" PLAN CHECK/PERMIT NUMBER: 0 9q - 0 o 9 PROJECT NAME: G L06E 1= URN 1 514114GS (TEN iN JT .I MPRoyEMENT) Tut< W I LA I WA CONTACT PERSON: &N D OF PHONE: (41S) 8(09 _ 194(0 5114T6ESts t.Lc . ) p./2c14 rrccp REVISION SUMMARY: rs t coMST 2ocTf 014 A WE T St DE. " P— /tSC coN STaucTLoN Al EAST DE Si QDDI 14 oV T e.00 v C NIT 2-E.Duc -110 4 IN SF PROJECT ADDRESS: C .DID r�E ma:. REFLECTED 11 1 F-L0o rt p L ra Ls) t ScAE.puLLs 12-E_F-LECTe.p cE.,IL I n�c pUtt Cd0 I N�E�2�OIL E..Le -v AT I oN s mrp A.E.T P l LS SHEET NUMBER(S) I l I . ) A I i A 3 • I At 3 .1 1 Al .1 A.q . I "Cloud" or highlight all areas of revisions and date revisions. epei SUBMITTED TO: • Qj,C4. N'p�; Jirtt;:i .u` ^^jj "i,. ,� i,.n 7a ��9 rd fir' , d' r: °,: ' 1„r c•� .' i7r ^'t' i G' "�: •'�:... g: a� °4:� ..•; .,a. ?:f4:r _�Pla)iri `.�. CITY OF C',I FEB 2 it 1999 in PERMIT CENTER CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 I 64"5cp CkscApe &VE. : aCIw35IK• iNmrMwan.e.t�wmw.a.r........... Q 00 2 R E V I S IO N 1010 NU,___L ,,A o 3/19/96 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0019 (512) January 28, 1999 Thomas P. Keefe, Fire Chief Re: Globe Furnishings - 18436 Cascade Avenue South, Suite #160 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. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 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) Thomas P. Keefe, Fire Chief Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 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, John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575-4439 Yours truly, TFD file ncd Fire Department Thomas P. Keefe, Fire Chief 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) This review limited to speculative tenant space only special fire permits may be necessary depending on description of intended use. Any overlooked hazardous condition and /or violation of the Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Preven " ion Bureau { Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57.5-4439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 i t{ Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 4 5 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 1. $ Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Zoe? Water closet, flush valve 10 6 KING COUNTY Non Res Sewer Use Cer 'rticat (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684-1740. (Please print or type) Owner's Name oriA -5 'WAG First, Middle Initial) ' 77LL C'- / .ANE. Property Legal Address: Subdivision Name Lot # Subdiv. # Block # Property Street Address 1-$*3• GA4r E City, State, Zip �ti7 (tom . 1�9I► Owner's Phone Number ( 4Z!) - Owner's Mailing Address: (if different from above) DPwS ►.W eitc - 11 S pry *'' aeo L4)P' ` op* A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 2. RCE 4 1058 (Rev. 11/99) White — King County .: \�'ft\ 111.• x: �.: �aYFF' Y��k:`.. ;13".ni:SII ".i:17'Lti'Ms'��'�'. ...�!i£wR: ;f;Wl:>'.'£ �I;;: qtr. Gt.) �:.. 3' eY: �. Yi i'.`) n': Y' a'!' Ati` S" E,' P•' iF< i'1�:•^'YIYA�fI.n'� .1 Property Tax ID # 1E02254 " 0 Building Name (if applicable) _ekisC.... 12.0%-leG ►• � g N Party to be Billed (it different from owner) Party's Mailing Address: (if different from property address) or Property Contact Phone # ( _ ') 453 4.100 City or Sewer District — 11 ,1 -1,41171 1 Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) A B 0 t✓ RCE Yellow — Local Sewer Agency Pink — Sewer Customer I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ r--(624—S Representative Print Name of Owner/ Representative : tZ • Date (^Z1— 11 02/11/99 14:50 FAX 425 519 6800 OPUS NW • ' • Q 002 /0 02 GLOBE FURNISHINGS TENANT IMPROVEMENT CASCADE - BUILDING °B" TUKWILLA, WASHINGTON • 0 Synt hM mited Liability Company A r c h i t e c t s IN • A 2353 -130th Avenue NE, Suite 202 Bellevue, Washington 98005 Phone: (425) 869 -1946 FAX: (425) 885 -6208 SEPARATE PERMIT REQUIRED FOR ECHANICAL ELECTRICAL y( _GA8 PIPING CITY OF TUKWILA BUILDING DMBION REVISIO616 \ f T R FILE COPY I understand that the Plan Check approvals are i cf tO errors andomieslons and apptoaal of pl ns does not authorize the violation of any 'opted code or ordinance. Receipt of con - actor'. copy of approved plans acknowledge:. • BY elk3ttio,14h 1 Date 7Aiikok P P 1 JC 2 -i RECEIVED CRY OP TIMN.... r. I 10\ REV SIO\ Qqq °clq N 110 P ilh W P4 ® H • L) 4 a. �� O r:4 up 0 a I i t 1 i i 1 1 1!i X1111 1i q 0 7G-4 v 1 1 0 11 1 zG �Fµy l <��,��Try ] jj � ���� a � ��.yL {�p �Q �� � � ' ��{�1I1 3 '(� �$p�. p�. p �� . �� r� ,�T �r b ¢Y�I IlliiiiISl NJI I id111111111 NVrIN YrIN��~(1 1;11Z 1 Jr00aii f 3 WI WI i 54 110 Mill Al n v ws. pt Ea'a a�a z 0 X 0 IL z z z 0 - 6 111 ' Ih O 1' ▪ 02 GM i 190 ❑ 1 A Or 1 F I !Ieb.A3d L8 12hilg €ig h 4 _gig as k flT4 h. /tVi f ai . *milhn fiR iP �ff 1 a III 11 I I ! le0A 1 `r 1 whi i } Igl u :II Cii111111 111111111W f �yyj y ff liIIII!111111111111111 W1 � < s i d 1 i 4 ; n !I 11 2 ; 4 1 gl t!. 1: i i i r ' : ;! w R o ! 9§ !!; s Y LL 0 o sr N ' 1: :::! 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Suite 202 Mans e (� 3W id46 FAX: (425) 336 -5205 /• OPUS ® GLACIER CASCADE BUSINESS CENTER 02112'55 REVISION 1 01/20/55 PERMIT SET BDIE DATE MIA GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUKWILLA, WASHINGTON RELEASE DOD OEHMED OATS CONSTRUCTION/REVISION SITE PLAN DRAWN BD 01 -20-55 91016.11.0201 AI.I clTV "ocEN °H°awu 1 � P5155r c • 4 0 OFFICE Eh '® Ek SCALE: I /b" = 115E WAREHOUSE 2' - 113 I 3 I /2° I OFFICE 115 I 114 I5A 114 100 Ib' - 5 5 /b" STAIR A I 102 I DI 21 FIRST FLOOR OFFICE PLAN — EAST 0 o w TOILET 12' -10 I/4" GL T 1/244, 13' -0 15/16" 12' -II" I3' -0 13/16" J4i 1/2" SEE ENLAR6m FARTIAL FLOOR PLAN DETAIL 3/A2.I I — S1£ ENIAR6ED STAIR PLAN DETAIL 3 /A1.I STAIR S 108 5E2 ENIARSED STAIR PLAN DETAIL 1 /A1.1 a REF 5'-9 a LUNGU BREAK ROOM 106 a 15• -10 1/4' TSIF 4 FROVZ9 BT TetANT INSTALLED BY GON(RAGT0R a a D 3 1/2" DO ENLARGED PARTIAL FLOOR PLAN SG.ALE: I /4" = 2 -O' G W - TOILET in; 3 1 /2A, '4 I/2• /5 1/2 et 1r2'- to OII IliIIIi. , - OGOP1' 20T -- 2044 2054 0 OFFICE 205 SIMILIAR 1 1/2$. 15'-0 13/16" 4, 12'-11 ° 15'-0 13 /Ib" p c q . 00j SECOND FLOOR OFFICE PLAN — EAST SCALE: I /6" = I' -O" PRO/V97 BY1 IkerAlEg BY CCAVI IGT2.R FIRST FLOOR WAREHOUSE PLAN SCALE: 1/16 " =1' -0" z\ EOM tirl S�rlhesis A r c h i t e c t s E 339 -61018 Avenue NE, Stele 202 Fteone WailfigIon 88005 888-1948 FAR' (425) 885-8201 /\ OPUS ® GLACIER CASCADE BUSINESS CENTER 02/12/99 REVISION 01/20/99 PERMIT SET 4 , REGISTERED " HITECT GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUKWILLA, WASHINGTON FE.P.SE FOR CONSTRUCTION/REVISION FLOOR PLANS ae,& APPROVED BY 01 -20 -99 moecr xo. 91016.11.02.01 C ITY P . LIT PERMIT CENTEN A2.I I DOOR/OPENING SCHEDULE REMARKS EAST STEM:FRONT POOR t FRFME EXIST POOR I FRAPE d44 .C-0 O TIS /•481 • �.. 4024S/r11111528111 • d 4 /drdLF911134 • 4$45 /dM1aRBN1Y34 r — J..40 .0-0 o TIK.• did.0 -. .40 TIE . TEMPERED/ SILL 0 1'-b' AFF r TEMPERED/ SILL 0 1'-6' AFF 4.4V .4.1 01 /CE 848L • .3346 /d21.1940N1Y21 • did .9-.I 0 TIS /M7dIGL • did .r -S • TIS • dSI 5 - -,5 0 TITS Odd .Z -,S I T15 • 430 .Z-5 0105 • DETAILS N IIIIII I bd /IZ III 100 /V1 owns (•nr rb /•1 I nI WAS I rwnr I rwnr rw/Ir rbVnr rwnS I I I 10V /e rw /e pie 1w/e owns rw /a rw/S •v /e rw /a rbvie rw/e owns f•/IL fw /e g Q rbvi rwn , rbvi IBM . I rw /iS rwie rw/iS awn( 1 II! owns rw /K rwlS r4V /IL I w /IL r•/S 1I (w/R 1x4 rb/R ow/IS 1 i owns I Lid I 4� I g fwnr JNd Oki (w/IL iktitt as ass I I-_ I II LY3 lkd tI 111 1 1 ' 1k1l1111 1 1 1 1 1 I I M I ! 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V. 211415 91409 135019 ON00 510021MOHS LUNCH/BREAK ROOM GONG OFFICE CONS STAIR "S " im3 2924222222 IIII ( 1 ( 1 ..4. 211415 3SN3S34N00 WO0d 5dOO „a, 01VIS 501/40 143d0 521440 321/40 301/40 I 52/421511 99111400 131101 135012 514OH45131 35110H3214M Z IO O SOI 001 -- 901 COI 101 5011 1.01 901 i ( in a m m l- O 6 ry n LOC 90C SOC 0OC SOC LOC tor OOC LII 911 O S n n ,lltitl�itl' A!ilit�tl Mtltltfintitlt S F gi g 4 istiviveivir I A i i i i b i i i i i i i i �i GLOBE FURNISHINGS OFFICE 115 OFFICE 107 SHOWROOM 100 XI ES WAREH 0115E EQ II 113 42' RESTROOM IIT 104 MEN 103 STAIR A 101 102 P 4)0 PI ° FIRST FLR OFFICE REFLECTED GLG PLAN - EAST 4 SCALE: 1/8" = 1'-0 " OFFICE 205 OF 204 OFFICE 205 LIGHT FIXTURE LEGEND VI S LA+P, RECESSED 2x4 9.50RESGO{T, fr,Ftw t16 WAITS 2 LAPP, Ik4' SURFACE-MIT FLUORESCENT W PRAP- AROIAD ACRYLIC LENS, IMPUT 64 WATTS O HI-BAY METAL IUALIOE PENDANT, 400 WATT LAME IMPT 450 WATTS (E)OSTiNS AS PART OF E.B.IJ D STAIR 6 206 COPY ROOF( 207 CORTRENCE 226 OFFICE 201 OFFICE 202 ° SECOND FLR OFFICE REFLECTED GLG PLAN - EAST SCALE: I/O " 1' -O" NORTH REFLECTED CEILING PLAN KEYNOTES G f) 55 FE39COP G ILIRO ®3'-b AFF - FIRST FLOOR V 5'i5P64Oe6 COLONS O 02 6 AFF - 500010 FLOOR. } bile COILING 6 OF-6 AFF </<C> E*1+ FAN V SOFFIT ®4t' -4* AFG - FIRST MOOR Wile SOFFIT a 6"-4" AFFF - %OIND FLOOR SCALE: 1/16"=1•' -0• 0 n1111IIIIIII III►I I IIIIIIn11IRIiihI 1nn11111HItI►n►1 111111n11111111101 1H11n111nI111111 /1 1111111111n11ilIhTi 1I11111111n111n►1 I► 111► 111► 111► 11111 1111111111111111101 1!EI'Ellnnll 1►11n1111►11I1hn►1 1111111111111111111 lellillILII illFFFFl l 1►1I►11IIInt1n11n1 111111 111111 0 0 0 0 0 -P 0 0 WAREH0115E O 113 0 j ll W SEE FIRST II SECOND FLOOR OFFICE f11L I5 ECTED CEILING FLAN - EAST ° 518ET 0 I I I I WAREHOUSE REFLECTED CEILING PLAN 0 0 0 0 0 0 0 0 • • A 2353 -1.301h Avenue NE. Rae 202 Wastigton 90005 1846 FAX; (4251 935-6203 5 -620 8 OPUS GLACIER CASCADE BUSINESS CENTER 02/12/99 REVISION 01/20/99 PERMIT SET GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUKWILLA, WASHINGTON Aeeeeeeee CONSTRUCTION/REVISION gECE1N , REFLECTED GEILIN6 PLANS' °E n gy 0 1 -20 -99 91016.11.02.01 ORA A6.1 PERMIT CEN I -. O FIRST FLOOR - STAIR "A" SCALE I/4" = I' -0" FIRST FLOOR - STAIR "B" 1 1/2' • 55ES HANDRAIL. TYPICAL. 2X M✓D STAIR RISER E TREAD T'PfGe P hT K a m SECOND FLOOR - STAIR "A" SCALE. 1. 0 UNDERSIDE OF EXISTING STRUCTURE ACP CEILING 3' -6' HIGH GPO GUARDRAIL TYPICAL ACP T 2X YID STAIR RISER E TREAD TYPICAL 11/2" 9 STEEL HANDRAIL TYPICAL O STAIR "A" - SECTION A -A SCALE. I/4" = I' -0" o STAIR "B' - SECTION B-B SCALE 1/4" =1' -0" MESS BY TENANT DISLB'(ASISS Ol�l o00 11'11.1 , A Ifi' yy 2 ' 16'4 3C ifs' VEST ST 11 ,63/4' 'Ii NOR7}{ O LUNCH/BREAK ROOM 106 SCALE: I \4 " =1' -0" COt(IRACTOR TO COORXIGTh N/ TBLWT IETALA"TION 7 18W(rMPOYI0ED APPLIANCES • I'-6' U2' SEE DETAILS V, 12,15 /A4i SOUTH NORTH O MEN 105 SCALE- I \4 " =1' -O' r✓ VY P-LAM HAINSCOT 111. GRAB BARS NAPXIR DISPOSAL(E E01-ES) INIEORAL 55 COVE BASE TIM TIP WEST GTO P-LAM WAINSCOT TP 24'X36' MIRROR PAPER TOYEL DISPENSER 50A1 D155050 GRAB BARS TOILET SEAT COVER DI LAV, TIP PER WAG 110311.74 — INTEGRAL 54 GOVT BASE TYP EAST (WOMEN 104 $ TOILET III SIMILAR) 4' P-LAM SASKSR.AS" D-wI9 3 059-1 G6® P- ANBACKE=LPG7 -� GWKTOP H T@WR METALLED BY CONTRACTOR OSECO ND FLOOR - STAIR "B" SCALE, I/ ' = I 12T0I1=11' -0" y 3' H" S7r e sis A r c h i t e c t s ® • A x-0661 Avenue NE Butte 202 Bebnie,Wedinglon 98016 rt..(4'25) •9-546 FAX (425) 696-6206 OPUS ® GLACIER CASCADE BUSINESS CENTER A 2 02/12/44 REVISION I 01/20/44 PERMIT SET GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUKWILLA, WASHINGTON rw CONSTRUCTION/REVISION TELE VERTICAL CIRCULATION DESIDEEDED a � Al I 01 -20 -41 41016.11.02.01 PE CL.;._:: I e O FIRST FLOOR - STAIR "A" SCALE I/4" = I' -0" FIRST FLOOR - STAIR "B" 1 1/2' • 55ES HANDRAIL. TYPICAL. 2X M✓D STAIR RISER E TREAD T'PfGe P hT K a m SECOND FLOOR - STAIR "A" SCALE. 1. 0 UNDERSIDE OF EXISTING STRUCTURE ACP CEILING 3' -6' HIGH GPO GUARDRAIL TYPICAL ACP T 2X YID STAIR RISER E TREAD TYPICAL 11/2" 9 STEEL HANDRAIL TYPICAL O STAIR "A" - SECTION A -A SCALE. I/4" = I' -0" o STAIR "B' - SECTION B-B SCALE 1/4" =1' -0" MESS BY TENANT DISLB'(ASISS Ol�l o00 11'11.1 , A Ifi' yy 2 ' 16'4 3C ifs' VEST ST 11 ,63/4' 'Ii NOR7}{ O LUNCH/BREAK ROOM 106 SCALE: I \4 " =1' -0" COt(IRACTOR TO COORXIGTh N/ TBLWT IETALA"TION 7 18W(rMPOYI0ED APPLIANCES • I'-6' U2' SEE DETAILS V, 12,15 /A4i SOUTH NORTH O MEN 105 SCALE- I \4 " =1' -O' r✓ VY P-LAM HAINSCOT 111. GRAB BARS NAPXIR DISPOSAL(E E01-ES) INIEORAL 55 COVE BASE TIM TIP WEST GTO P-LAM WAINSCOT TP 24'X36' MIRROR PAPER TOYEL DISPENSER 50A1 D155050 GRAB BARS TOILET SEAT COVER DI LAV, TIP PER WAG 110311.74 — INTEGRAL 54 GOVT BASE TYP EAST (WOMEN 104 $ TOILET III SIMILAR) 4' P-LAM SASKSR.AS" D-wI9 3 059-1 G6® P- ANBACKE=LPG7 -� GWKTOP H T@WR METALLED BY CONTRACTOR OSECO ND FLOOR - STAIR "B" SCALE, I/ ' = I 12T0I1=11' -0" y 3' H" S7r e sis A r c h i t e c t s ® • A x-0661 Avenue NE Butte 202 Bebnie,Wedinglon 98016 rt..(4'25) •9-546 FAX (425) 696-6206 OPUS ® GLACIER CASCADE BUSINESS CENTER A 2 02/12/44 REVISION I 01/20/44 PERMIT SET GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUKWILLA, WASHINGTON rw CONSTRUCTION/REVISION TELE VERTICAL CIRCULATION DESIDEEDED a � Al I 01 -20 -41 41016.11.02.01 PE CL.;._:: COMPRESSION POST P 12' -0' O.G. EA. HAY 12 GA. SPLAY HIRE IN PLANE OF EA. RUNNER (4 REGD.- 45' ANGLE MAX) MAIN RUNNER O � } COL SURROUND —1 SCALE: 11/2" =1' -O" LEAD FLASHING EXTEND NE34 ROOFING MIN 24' OVER EXISTING ROOF AS50MS-Y EXIST R -1; GATT NLVL FASTEN MEMBERS TO HALL ANGLE O ONE WALL EA DIRECTION I/2' SPACE O OFF WALL FOR MOVEMENT ACP 12 GA. VERT. WIRE HANGER P 4' -0' 01. ADJ. HANGER SIZE FOR LOADING PER CODE 3 MFRS MIN. CROSS RUNNER © SUSI°. 'CEILI SEISMIC BRACE 10 SCALE: N.T.S. SHE OE SIDE OF I i /B• STIRS TO N' AEOSE FIN GE ILM6 MIL ELKO 6 24'66. EXIST NIL COL O O TYP CEILING SUPPORT ® WALL O ACP ® AL WINDOW HEAD SCALE. 5'=1' -O" YALE: II COMPENSATION CHANNEL Q O TYP UPPER CABINET I. SCALE: 5/ 4 "=1' -0" 11 MN 5/4" SECTION Q STAIR DETAIL o SCALE. I" = I' -O" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 FLASHING ® ROOF PENETRATIONS O ROOF TOP EQUIPMENT CURB I SCALE: I I/2 " =1' -O" EG ALE= 9 PV2 " =d'-O" T 12 GA HANGER WORE EXISTIING BLDG SHELL R -ID BATT INSUL 6WB OVER 3 V2• MTL SJDS AT I6' OS MTC EDGE 4 CONT SEALANT SUSP ACP 0 10' -0• APP MTL W)NNB2 TRACK AM WALL BEYOND EXISTING ROOF DECK MTL COMPENSATING CANAL'.. ATTAOIED TO UNDERSIDE OF ROOF DECK FILE- SATING HAIL IN ALL VOIDS BETWEEN COMPENSATING CHANNEL 4 MIL RUNNER TRACY OR WO TOP PLATE 618 EA 510E OF HD OR MIL ,SEE WALL NPES MELAMINE SHELF ON KV SHELF SUPPORTS FLAN DOOR W/ CONCEALED HINGES PLAM ALL EDGES, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAI NNE) WIRE FULLS, TYP i i II p� i ll O 21 MTL DOOR JAMB (HEAD SIMILAR SCALE: 3"=1' - 646 MTL STIR, HALL PER MANUFACTURERS SPECIFICATIONS DOOR AS SCHEDULED OHO (EASE NOT SHOWN) CUT 2,112 NO TREAD (FIN FLOORING NOT SI -OI'Al FOR CLARITY) CUT 2x8 WD RISER Ibd COMMON ®6 CONSTR ADHESIVE WD BEVEL SIDING FILLER CUT 2x12 WD STRINGER/ LEDGER • WALL 1x4 VSO SPACER @ GWB PARTITION 0 AL JAMB SCALE: 3 -0' 3(4. m• 4, @ DOOR JAMB (HEAD SIMILAR) SCALE: 3 -0 Q V EXIST SLOG SSE © DETAIL ® AL WINDOW SILL 12 SCALE: 3' =F O CABINET OVER REFR V SCALE: ' D -0019 LINE OF 6243 SILL BELOW R-13 BAT 5E5- ONES ON MIL STIOS MIL EDGE 4 COW SEALANT LINE OF AUAISUM SILL BOON OO571)46 ALLINDIJ 4 165/70/4 5YSTBM 6H73 MR SSW WALL HOOP CASINO HOOD NAILER MOOD FRA 0C HOOD STOP, GLUE E NAIL TO FRAME DOOR AS SCHOOLED E AM DOOR W CONGEALED HIKE . PM ALL E T IA!L D6E5, TYP CAGOET INTERIOR OF LOW PRESSURE LAMIN -ATE 04411E MNAMONE) WIRE FULLS, TYP WALL 0 AL WINDOW MULL O SCALE 8 ALE 5 " =11-0" TYP BASE CABINET ‘, SCALE: 5/ 4`5 -El" SKIS INNER PNT CUT 5140 I12C1) EN' RAIL 1U 31E•OONEER WM ONTO., OLE I NAIL TO NAILER PIT 181x2' TWO ClA NF, TYP EE'0190E,, PMT EEL TOP RATER TRACK SE EA SIDE CF HO OR MIL SIDS 5E NHL a1'PEi WGNE fiDYAIED MBAR SEE 2T /A9) $EE VET2T/A91 FORME CF NHL HALL TYPES IND OR MTL STUD S�XN4T GONGS-OW EACH SIDE STEEL PRATE ANGRY 3/JAMB MIN • SLR€OU.E STL DOOR JAMB (HEAD SIM) O THRESHOLD Y.-ALE O' 5 1 T SCALE: 1 1/2'=1'4" PLAN COUNTER E BACKSRLASM DRAPER ON PILL EXTENSION GLIDES HIRE FULLS, 1YR M AMITE SIELF ON KV 510 F. SUPPORTS PLAN DOOR W CONGEALED RINSES - PLAM ALL EDGES, TYP CA®IIET 042E+1OR OF • P M5I HATE ORME PS, TYP © CEILING 0 TOILET ROOM SCALE: 1 1/2"-1'_0' 18 SINK CABINET SCALE. 3/4 " =1' -0" MIL TOP WANNER 'RACK OR VD TOP RATE 55P ACP 01.5 TON" SEN G A Ib a SO 1D FRAMING SOLID ELKG SORE BATT RSILATION 515 CELIN6 618 EA SIDE OF MIL OR YO STS TIT NALL TYPES PLA.M COUNTER 4 BACKSPLASH FIXED PANEL HIRE FULLS, TYP SINK PRAM DOOR W CONCEALED HINGES FLAN( ALL EDGE5, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAMINE) R5, TYP DIMMED 81 REVEMED Et, sxmthesis Lfml LISD4ib T.emn.m A r c h i t e c t s ® A 23S; -E0N© AINNA NE, NRB 202 MOT., Viat■Nrplan 90006 Phew (425)090-N46 FAIN (425)115-6200 OPUS ® GLACIER CASCADE BUSINESS CENTER 02/12/99 REVISION 01/20/99 PERMIT SET REM GLOBE FURNISHINGS TENANT IMPROVEMENTS CASCADE BUILDING B TUK'WILLA, WASHINGTON ren CONSTRL'CTIOWREVISION MP DETAILS 01 -20 -99 9 OPIVATI RECEIE CI OF 1UVIC1: A. PERMIT CENTS,.