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HomeMy WebLinkAboutPermit D97-0395 - FORT DENT THREE - 40,000 SF BUILDINGCity of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 295490 -0440 Address: 7100 FORT DENT WY Suite No: Location: Category: NOFF Type: DEVPERM Zoning: RCMU Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: FOUSHAC158OD Permit Center Authorized Signature: Signature: Print Name:. -� DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Y Streams: Date: (206) 431-3670 D97 -0395 ISSUED 07/24/1998 01/20/1999 OFFICE 1994 SPRINKLERS .0 OCCUPANT FORT DENT THREE Phone: 425 - 454 -6060 7100 FORT DENT WY, TUKWILA WA 98188 OWNER RADOVICH JOHN C Phone: 425 454 -6060 2000 124TH NE B103, BELLEVUE WA 98005 CONTACT REBECCA DAVIDSON Phone: 425- 454 -6060 2000 124 AV NE, B -103, BELLEVUE WA 98005 CONTRACTOR FOUSHEE AND ASSOCIATES Phone: 206 746 -1000 BOX 3767, BELLEVUE, WA 98009 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 40,000 SF, 2 -STORY OFFICE BUILDING. PUBLIC WORKS ACTIVITIES INCLUDE: FIRE LOOP HYDRANT, FLOOD ZONE CONTROL, LAND ALTERING, LANDSCAPE IRRIGATION, SANITARY SIDE SEWER, STORM DRAINAGE, 1.5" PERM WATER METER, 1" EXEMPT WATER. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 2,090,800.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: 1 Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut: 3220 Fill: 1160 Landscape Irrigation: Y Moving Oversized Load: N Start Time: End Time: Sanitary Side. Sewer: Y No: 1 Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k**************************************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 112,652.13 k******************************************-******* k** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: 7- ? 4 / ,- .? I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authori ed to sign for and obtain this development pe�rt,t. -7 r' > 4.2 , / c! 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. ermi t No.: D97-03.95 Address. Su1t'e`,: Tenant:. Status: ISSUED TvLIe r EVPERt.1 Al ?D 1 led: 12/191.1997 1 997 Parcel l #: 295490 -0440 Issued 07/24/199$ *•,'kkk*•k k* k'* k• kH* k***k**,** k . * *•k"k`k:k * * * * *•A'* **-k *** k* .*** *•k* *•k *k*kk•k'k germ i,t :Conditions. I . : chanq,ey.,wi 1'1 be made to the clans tin1esa• approved .bv the Arch itect :or: Ena1 neer and th .,,..T_tr1;w.,itja Bu iiding 1)1v1sion. P:l:unrk,inv permits wha�11 „ obta4ined- ,hrou h tl�e ':,east e' -Xing County: Depar tment ;off �`Publ i c V flea i Pl umb l nok wi l i be i' :fisurcted:'b�r' t hat agency ri n.c1udin ; al 1 2S,c-1D1nc / (296 4 22) • t�FtL ?t Jp E i ✓ f4 SY Ni ' g r a SA i j i� f yi r ti a l ` ti E1ec't ical :e,t illrt r sha 1,1K be ;obta -lned.thr o�r 4h,,oth e Weslrinoton State Divi id fi af, Labor °'arid Indust ari ° di'a''l l,; war h wi 11 1r11s pe!o.tFed 'bv� that arencv a(,24u b 4Y' � J MA . Sa l . All me :ciian'i rral wox,{ , be ha i t ,under sePaeP rate Per mitt i :stied 'b r . ithe C i tvvot _ • Al 1 'Rec ri is inspection : r ds arid approved' ip 1ans, sh a �r1 b ° at the: ;t'joh ior to the :start of any ci s 1r Y " r tt.t se :doctriirerits ,a e o be 'Ma u tai ned apl runt;.l'i linai. insp ection �.apa1O•va.1 granted • A11fr structura •. concrete° shafl �' be 5aecial in.pected�(U Al 4p t ctur a1 weldino shfa,'1l be -:Rdone b'v .W A B:0; .car ti'f led wei der an,d special_ insaectted , Jt'l(BG '.. e t. 306 (.x)5} uY • Bolt fri:, al :leci: in - concrete '`�shal it be? sp inspected Wh r1$' Sped1al trin�,Ut'� ti on reoulr`ed either the ownef ar. chy t car aria i rieer ii a` '1 Welt f v t'he T'ui ai -i�l a Bu i l �1 i tj.i7 Di'i iorl;ofi epbointment - of : the 'i'»_pectian ^ i'or ` tl�ert jr �t b`ui no inspecti Cot1i`e. of a11.4speei;a1 insi ec,tri ; ioreports sha11 be;subm :icl to ,the Bui iriri' ;:; Di v i s.i.on in a t i me v manner. t ; , `ports S,h411 contain addt e js ,prorect.name, permit number and %tvpe.of 1nspe'ction be in aer'tor'tie '''j• , 111, " The' s pe'e.i al in .tie'c# shall submit a final. i±:rnedp'epo,r >.t ';'''. stat,in 3whether the work''r�ecluiring spec•ia • pe'C'tl or1 'ini15, to the best; > c?? the'' inspector' '�k iri cnnfar rnance with approved ib,1ans and spe;tif #catiot's and the ap,pl icabl work manship pr,;o`v i i ons of Hier UB` 11 . `Any new cei 1 inq �►xi^ �ti and 1 i`crht irtu're' insta511atian is r-eou i red to meet 1'at.e'ra;l!, :,br�aci nay reuu 1 ren;en;t3:' -• 'or Se i smi Zone 3 , 12: Partition -walls attached to''ce+1 iriu ?grid must be lateral braced if over. eight (L) feet in length. • 13. Readily accessible access to roof mounted .equipment required. 14. Engineered truss drawings and calculation's' ::`hall, be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Wasiiington State Professional Engineer. 15. Any exposed insulations backings material shall have a Flame Spread Rating of 25 or less.'and material shall bear identi- fication showing the fire performance rating thereof. 16. 'Zubur•ade preparation including drainage, excavation, compaction, and fi11 reouirement shall conform strictly with recommendation. ':liven in the soils. report. 17. A statement from the roofing contractor verifying fire i� c ly r nspecte: tar. dint i 1 a s c.! :t : .w i 1 1 be`. rea, re4. 0. ro:1 a `t na ii on. (see 6 - hed procedure) A ll c onstr�iicti ±a 6,.. ,be :done: :iii c:ontcrrmance wi par�aued • E ul ans "'•arid :. r :r e,men ts :of :'the'.Un i f or�r : B ,u i:1 d-i.na:" Code (1;994 • , E dition) e.s amended. WO t orm Meehan i i Code.'. (1;994 Ed is i on ,and Wash t naton Sate Cneruxv Code`. (1994 ` Edition) An �aut:ania.tic fire ext.inou.ish`ing : required for thi's bu i l d lnc3 f 'Such1 a i toma_t`i c, s pri rnN; l er`system shat •l be j nsta l l ed• i n 'compi i ance w;i th UBC STANDARDS ;p 1 ..` . . There shat ;1 be .na occup.an�.y:: at - the'.bu ldinr? unti 1 . the • i;nal insaect:ion has been comp1'eted`hv the Tukwila .Bui:ldln Inspector . :for :tenant .i'mprovenre A cer,t?if i cate got o�c.cupancv.: :wi l 1 :not: be ` 1 slued, tor. th : i perm- 1 t: 3enar.a`te b.u'ilding.:•p ar - required:.fortenant ..imp ro: venrents a nd .defter .sub , m i.tta a ls�,r.rj .acc dan..ce with 1-IBC e:ctron 1QEi 4' ed a l d ty 'trail l6 n et . 1: e: oc cii01 eel unt'i 1 t h IG�b, . 4 q t i;nal n:.pection a pp "oval has be made''f�oi' "L eina'it irn r ove- m per mi arid aNee r: t r t kite o.t,occupancv ha " �be en issue ±i Va l 1 d i tv of P.,e0,r�litt . 174 s;uan :• oe'r mi •t' or ;a ►i • r. oval of nl specfif r.c ,1 ri • nd cornoutatr ons s not"he 5t to a .pei m i t ttor + • r pan„ a ppr o v : of s ,a nv , :v,io,`lation of an o e .: Dr ov'`isl�iozn of o * the bui i a l cod "'�0 of ahv other ci.„ d1f hance of t heme i ur i sd 1 ct +tan Nu .'perm i t,;ur e� unrf ri to +zrve a, � C o r l t . , : . to v io l a t e { • o r c ane . 1 the provision o ' thi sh , • Cade &Fracl l .be Va l i,+d , :` 4 " • • C. i r+I yia er os: ca r,t r o1 measure,4,.•...,'.... ha] 1.• be im m oleen,ted the ist or�;der 'busines s '',to or event•• • s.edimenta:t;ri.an,ao'.tt w i :te ar n vi .t,o ex r s t i no storm Ara i nage, 't ac i l i •t e.s ; •t- heF =sha v hae: oer manen;t er on co osi a1. measur es' i • t o 1.6 gi •as soo as moss i. b`te at ter f..1 ri,ail g rad i na has b,ee • c. 901.9eired and nrtior t o t he , 'Tn f c, i ,„ v . PRIOR T! FzINAL ar IGN; APPLICANT ,SHALL SUBMIT "APPPO ; P R I {{ °I T 'E'_ EASEMENT TO PUBLIC WORKS, FOP `CITY; ECORGS. t `4 ; � " h r� S L y 'r 7 �s ti 'S . ,1. A ' Project NamelTenant: FORT DENT THREE Construction:, Value of Construction: $ > , Site Address: City State/Zip: 7100 Fort: Dent: Way, Tukwila, WA 98188 Tax Parcel Number: 295490 -0440 Property Owner: Phone: John C. Radovich 425 - 454 -6060 Street Address: . State /Zip: Fax #: 2000 124th Avenue NE, B -103, Bellevue, WA 9005 425 -453 -9740 Contractor: Phone: Foushee & Associates 425- 746 -1000 Street Address: City State /Zip: Fax #: 3260 118th Avenue SE. // 1000. Bellevue, WA 98009 425- 746 -3737 Architect: Phone: Ferrari n - Sim Group 425 - 821 - 3383 Street Address: City State /Zip: Fax #: 12277 134th Court NE, #203, Redmond, WA 98052 425- 821 -3213 Engineer: Phone: Urban Design 425 - 822 -4886 Street Address: City State /Zip: Fax #: 733 7th Avenue, #212, Kirkland. WA 98033 425- 822 -7870 Contact Person: Phone: Rebecca Davidson 425 -454 -6060 Street Address: City State /Zip: Fax #: 2000 124th Avenue NE, B -103, Bellevue, WA 98005 425 - 453 -9740 Description of work to be done: Construction of a two— story, 40,000 square foot office building Existing use: ❑ Retail in Restaurant ❑ Multi family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ® Office ❑ School /College /University ❑ Other Will there be a change of use? in yes ❑ no l If yes, extent of change: Existing fire protection features: ® sprinklers ® automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: -- existing 40, 000S F new Area of Construction: -- Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes ® no quantities & Material Safety Data Sheets CITY OF TUKWNILA Permit Center C. 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De • artmerit ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk in Fire Loop /Hydrant (main to vault) #: 1 Size(s): 8" rA Flood Control Zone ❑ Hauling ® Land Altering 0 Cut 3220 cubic yds. 0 Fill 1160 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: O Sanitary Side Sewer #: 1 ❑ Sewer Main Extension 0 Private 0 Public O Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public O Water Meter /Exempt #: 1 Size(s). 1" 0 Deduct 0 Water Only Water Meter /Permanent # 1 Size(s): 1 1. / 2" ❑ Water Meter Temp # Size(s). Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 12 PLEASE SIGN BACK OF APPLICATION FORM NCPCRMIT.DOC 1/29/97 Date application expires: ("(1 Proj ....lumber Permit.Numbeirs Applicatio ak by: (initials) BUILDING 0 • • ORAUTH',jj•ED , G :.. T• a 1 Date. ` �" , � , Signatur:. ; rE i Print name: ► ■ ,I , . ir• • • , e: � .• ,' � 77 Fax I Address: _ r4 , ` 1 1 /� I M = City State /Zip: / / # TI- FAMILY PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLLOWING: ➢ '' WINGc ,SI TAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL VipifigEff > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking „loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and scree t -of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Vicinity Map showing location of site ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ Mechanical Drawings ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural drawings ❑ Specifications (if separate document) ❑ Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 • ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PIURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 9 • BC CITY : OF ,TUISWILAA - OUTHCENTER:.SOULEVARD ,+tJI:TE; 1110 ::TUKWILA; ; WA..: HTNGTON 9 318 3 THIS CERTIFTCATE 'I" 11ED PCtR .UA;NT TO THE REOUIREMENT O :SE► TIOU '1.C15 OF THE • UNIFORM BUILDING `CODE ACEt TIFYING .THATK.AT' T HE TIME; : OF ISSUANCE l-(I'S STRCtCTURE • WAS `Ihi CIMPLI JT;TH Tt E, #VARIOU; :`��RC ►.INAhi E' OF THE. CITYY ; REGL(LATINI. U ILDI NG CONSTRUCTION :OR ,USE AND. ALL. APPLI CITY FI CODE FOR...TH.E FOLLOW dts CONSTRUCTION :OF . NNEW -40 t 000 SF, . S' 2 -STORY OJFFII'E_ BUILDING, P UBLIC WOR ACTIVITIE INCLUDE E IRgAILOOP . HYDRANT; ' FLOOD ZONE .:ONTROL, ` LAND ALTERIN ►3. LANKCAPE IRRIGATION SANITARY SIDE '. SEWER,, w ' : TORM , DRAINAGE., 1 '. 5' PERM WATER METER.,' 1 F� XEMPT WATER Occup apt Tvp e at ` Corgi }G • 11 -- DATE :1: C 97-0395 THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES 4?k** ZA:1 l,* kA * *k!r.1i4 a :fir,o }`sF, t* 4 i•h:l*:k*: * 4:4.:k Groff *; # ;ki A. c hk.�c . ,1+tO kk:k :yk.. `rLT�r •QF`1'IfKWTtA. �lA :. • i\*t. 171` 1�k is*t*t:4d:k4 *ck•*:1:4kA *ok:k.i* i k, .h**kJrl * *:4i.k./r *d*A **k,t*A *' l: ^k fst f4rl±i) T i`fumtier ftp7,� ='t) i)O Am.t.tiirit. 12 769 .00 •07/ 24/g8, n u ; h G t�Iata "tinny JOHN' RAD!)VICH In.i to `'tKF: 0( . DEVPERM. OE.V E.LOP ME NT •PEItMIT • P� rce :l ;: Na s " �q:i410- 0440 5 i..te : Adc ri.e /100 FORT:. DENT WY Total Fc�es : • 17.977.13 • •Th.i`s..Pa,v.me,rct 1:2.763:0 Tcf 6.1. ALL Pnm t.s Ha'IancHw .00 -i:, * *i A **'ii#. * A** AI**• A* *k *k*., *1.**ii* *fi• *•k * *kk * ** *t:4 *,k1..* *** *r, * * * ***il•* •°(ccaunt :Cade 000/322:.100 00;�l34 ..830. 000/34.5.030: . 000/306. 401/342.400 412/342..4.00. • 40/342.400 000/322.400 401/308;.102 400384.520 401/342.400. 1101/343.40 5 000/322.100 000/345.030 Description Amount BUILDING - •NONR.E PLAW..CHECI(. - UTILITY •:10.01) PLAN CHECK - WATER • METER STATE k3IJILDING gtIRCHARGE ).P18P..FEE - FL.H /LI./ WME ' INSSI FI_E -. STORM DRMIN IMO' FEE.- '"aME: /SSS FL.UDD ZONE CONTROL WATER CONNECTION WATER'I11SSTALLATIQN (DEP) .WA1ER INiPECTIGN FEE. WATLI2 TURN-fN FEE 0EWER ASSESSMENT FEES LAN!) ALTERING PERMIT FEE LAND ALTERING PLAN CHECK. 20.00 4.50 30.00 15.00 20.00 50.00 325.00 525.00 30.00 50.00 3.474 «00 1.33.00 30.01) CD 7035 12/23' 97 .19 TOTAL - * *'* %** * *1, *-,k **A,ti.. * * *'*4,t.# k:4A. 4 * * *' *44** hlr **.:1'.k*•A'*k4 *.4• *••A k **•k:kk:t;'i*" ** C1TY.OF llll�WILA, �1A` R 1ir in d .1:2/19/97...11..38 .TRANSMT..T • 1'_11 HSMIT .,'Numb: r R9700694 .'Flmoun .1, 208 13: 1. /19/97 11 :3G • O'ntent Nntrtion: JOHN CR RADOVICH. :In t: 1104 Pe rmit No D97 -039:, 71 pe:'. DE.VJPERM .:DEVELOPMENT PERi+iIT Pirr. Na: .295l90-0440 Site 'Addr 6,s's po,H FORT' DENT' NY_ .Loot i:ori: FORT . RESIT; .THROE •fot41 Feed: 13,2.25 ;13 5 2 480 i.•3 1•Otal ALL. Pmts:. 5, 208.1 3 Ral «nce: 8,017.00 , '414, *****'***** 4**•** k******" fi 4•* i' A******'4 A *•k ***k+l * * ** * *k*: *4 * *k *. ** Account Code Desrript•1an Amount 0O0/ 45.830 PLAN CHECK - " NONU ES 51200.1:3" . ' • OTTO ROSENAU & ASSO ATES , INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 • Tel:(206) 725-4600 • Toll Free:(888) OTTO•4-US • Fax:(206) 723.2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory R ECEIVED APR 0 5 1999 COMMUNITY 9 EVELOPMENT April 1, 1999 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 , • Project: Fort Dent III 7100 Fort Dent Way, Tukwila Copies of all reports have been submitted to your office. • Sincerely, OTTO ROSENAU & ASSOCIATES, INC. man Q_oxnau-rOcca Susan Rosenau-Moser Vice President SRM/sm cc: John C. Radovich Dev. Co. Foushee & Associates Permit Number: D97-0395 Job Number: 98-498 1. Reinforcing Steel 2. Reinforced Concrete • 3. Grout Under Panels 4. Welding (panel to panel connections, roof joists, beam seats, metal decking) 5. Non Destructive Weld Examination (ultrasonic testing) Ladies/Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. • Certified Inspection Services, Inc. Joint Details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Otto Rosenau & Associates Project: Fort Dent ORA Job Number: 98 -498 ORA Report Number: 007 Specification: AWS D1.1 -98 Job Description: Ultrasonic inspection of: ccmplete penetration welds, as listed. Remarks: Procedure Procedure No.: 1 Base Metal Type: fe L� X Surface condition: as welded TorCorner Butt Joint :mot TC- U4b -GF Ultrasonic Equipment Inspected B : Thomas E Approved RECEIVED JAN 2 6 1999 COMMUNITY DEVELOP P aT Table: Date: 1/4/99 P.O. No.: Report No.: 15590 Weld Joint: TC- U4b -GF Weld Process: FCAW Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam 1I . . ' Customer: Otto Rosenau & Associates Job Description: Fort Dent • D NO:Angle Leg A B S Path Length 0 70 50 0 70 50 -070 50 0 70 50 0 70 50 0 70 50 - 0 70 50 -070 50 0 70 . 50 0:70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70 50 0 70' 50 - , CERTIFIED INSPECTION SERVICES ,AWS ULTRASONIC WELD INSPECTION REPORT Report No.: 15590 X Y Thick. C D Depth Status 0 - .000 0 - .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 Weld I.D. Repair % Reject % R# Remarks liaveliPC. REPORT NUMBER: 008 REPORT INCLUDES: Welds PROJECT: Fort Dent III ADDRESS: 7100 Fort Dent Way, Tukwila OWNER: ARCHITECT: ENGINEER: CC: Owner Architect Engineer 1 Contractor 1 Building Department OTCD ROSENAU & ASSCCIATES 'INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 • Te(:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 •• Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Decking puddle welds were not inspected at this time. PERMIT NUMBER: JOB NUMBER: CONTRACTOR: CLIENT: ADDRESS: REVIEWED BY • 98-498 Foushee & Associates John C. Radovich Development Co. Bellevue. Washington 98005 INSPECTOR AND DATE • INSPECTOR'S REMARKS D. 'Johnston Visual inspection was made of the 2 n floor joist welds from line 5 to 11 and found them to be according to plan. 1-5-99 Welding Performed by WABO certified welders. Cards on file with Contractor. tg fer This report applies only to the items tested or reported and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in firll, without written permission from our firm is strictly prohibited. Page 1 of 1 SPECIMEN NUMBER TEST DATE FIELD CURE AGE (DAYS) SIZE (IN) AREA (SQ.IN.) WEIGHT MAX LOAD (LBS) STRENGTH (PSI) 1 12 -17 -98 7 2x2 cube 4 .65# 12,890 3220 2 1 -7 -99 28 2x2 cube 4 .67# 19,400 4850 3 1 -7 -99 28 2x2 cube 4 .66# 19,170 4790 TESTED IN GENERAL ACCORDANCE TO ASTM C39 ASTM C78 ASTM C109/109M OTT+: ROSENAU & ASS ~ INC. Construction Inspection & Material Testing • 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory GROUT UNDER PANELS REPORT REPORT NUMBER: 001 PROJECT: ADDRESS: OWNER: ARCHITECT: ENGINEER: INSPECTOR AND DATE D. Reid 12 -10 -98 CC: Owner Architect Engineer 1 Contractor 1 Building Department Fort Dent 1II 7100 Fort Dent Way, Tukwila TEST RESULTS PERMIT NUMBER: JOB NUMBER: CONTRACTOR: CLIENT: ADDRESS: 98-498 Foushee & Associates Foushee & Associates INSPECTOR'S REMARKS Verified placement of grout under wall panels at panels 1 -15 and 17 -23. Contractor ran out of grout halfway through panel 16. Able to verify placement of grout on these panels with exception to panel 16 (not complete at archway). Mix Number: 10550 Cast 1 -3 cubes from Truck #018, Delivery ticket #0443125 Weather: Overcast and wet — Ambient temp: 50 °F REVIEWED BY ,v This report applies only to the items tested or reported and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 SPECIMEN NUMBER TEST DATE FIELD CURE AGE (DAYS) SIZE (IN) AREA (SQ.IN.) WEIGHT MAX LOAD (LBS) STRENGTH (PSI) 1 1 -13 -99 7 6x12 28.32 29.90# 131,390 4640 JOB NUMBER: 98-498 PROJECT: Fort Dent III ADDRESS: 7100 Fort Dent Way, Tukwila DATE: 6 January 1999 Batch weights per cubic yard Admixtures: 4 oz. Polyheed/cwt Ambient Temp (Each Set): 43 °F Weather: Drizzle and overcast Date Samples Received: 1 -7 -99 COMMENTS: No batch weights on ticket. OWNER ARCHITECT ENGINEER 1 CONTRACTOR BUILDING DEPT CONCRETE REPORT CLIENT: ADDRESS: TEST RESULTS REVIEWED BY OTT) ROSENAU & ASS C IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory REPORT NUMBER: 007 PERMIT NUMBER: D97 -0395 INSPECTOR: D. Lyal Foushee & Associates Inspected and approved the resteel and placement of 70 cubic yards 6 sack, 3000 psi concrete from Miles in the following areas: 2n floor slab on metal deck, north half of building. Perimeter steel and drag strut steel in place prior to placement. Resteel is grade mesh , as specified. from Concrete was placed via pump and it was vibrated internally. Mix Number: 2600 # type cement # sand # agg., # agg., # agg. # fly ash # water Cast specimens #: 1-4 at 5 cubic yards with a 6" slump. Truck #: 70 Del. ticket #: 445170. Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: Concrete Temp (Each Set): 65 °F TESTED IN GENERAL ACCORDANCE TO ASTM C39 ASTM C78 ASTM C109/109M COMPRESSIVE FLEXURAL x x &4 THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED AND 1S THE EXCLUSIVE PROPERTY OF THE CLIENT AND OTTO ROSENAU & ASSOCIATES, INC. REPRODUCTION OF THIS REPORT, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION FROM OUR FIRM IS STRICTLY PROHIBITED. EC) - representatives condicted four ,field ' density tesis in accordance with ASTM Test Designation E -2922 (Nuclear Gauge Method). One representative soil sarnple was returned to our laboratory for maximum dry censi;y tests in accordance with ASTM D1557 -91 (Modified Proctor). Results of our - eld density tests indicated that adecuate compaction was astained a: the tested locatiors of the pavement subarace. ECI was not requested on -s :te to observe a final pro:,froll of :ne pavement subgrace. An ECI • epresentative observed the foundation subgrade to be suitable for the alowable: Soil bea'ing capacity of two thousand =ive hundred (2,500) pounds per square foot (psfl: Based on our observations, to the best of our knowledge, the eorthwcr:c construction was performed :n accordance with our recommendations and the approved plans. We trUstthis letter meets your needs: If you have any.questions, please call - Respectfully submitted, • EARTH CONSULTANTS. INC.' Robert 5. Levinson, Principal SZPV111 03/07 /C Eartn Q011SUll arltS Caxwcctddzwl Geoc0.11A ig EmAtrirmilal Sat/fa-is • . . Reference. “ • , • and pavement subrace. ri 12; 1999. John Radovich Development • 2000 -124th Avenue Northeast #6 103 • EellevUe, Washington 98005 Attention: Rebecca Davidson Strbject: Final Report • Construction Monitoring Services Fort Dent 3 Southcenter Boulevard Tukwila, Washington Earth Consultarts, Inc. Geotechnical Engineering Study Update E-3007-7, dated December 20, 1996 Earth Consultants, Inc. Geotechnical Engineerin StudV E-3007-2, dated November 2. 987 At your request, we proviced geotechn:cal construction monitoring services at the subject site. Earn Consultants, Inc. (ECI) ear ier prepared tie referenced geotechnlcal engineering saucy update for the project. Our services for the construction phase of this project ncludeo provicing observat'ans and testing on a part-ti basis from September 25, 1998 to November 3, 1998. ECI representatives made six si:e visits to observe or test soil condit:ons for the Puilding foundation subgrade, util'ty trench backfil Eartil • ConsUltants lnc. C■j•ilift.k1S J. ble;"•W■10,1:1■44,1141 : Referene_E. 3 Date 6 t9 FAX COVER SHEET FAX TO: f?....ht..Q.C.CL dal) I , 1;AX NUMBER: i--1-'2,cv 3 97 6 FROM: i,e4\S CV,C.I.Ur■ SUBJECT: iii\-i5kA e>po 4 ± 0e_A-E OF PAGF.S 1.1C COVER SI MET: If you have any questions, please call (425) 643-3780 Our FAX number is (425) 74-608-60 cc: 1. Sk-t 9 cA bcLk. tp , `.2/.43 3 13 o • 7 199. 1.::::::.:', - ; ' . 1-7 , ...' . ...:‘,- . ..:•:1''' , ','..::' , ,, ,. . FOush and Associates . ,. '''.-:".;:.; ::::, ,.: ,'::•:':' ,: P.O: Bin 3767 •••':,". „ TelfiRhoriv': 403-6666 or 464-3029 .:•.' ; • • ": • • - • •• Avenue Northeast Washington 9 1 307 ,, 2 • . • • , „ • , , Bellevue, WA 98009 RE: Fort Dent Di Building Permit No E97-0395 Dear Sirs: Sincerely, • C. Kent Stanley President This letter is to certify that the roof installed on the above mentioned project is a UL Class A rated assembly. This project was located at 7100 Fort Dent Way, Tukwila, WA. If I can be of any further assistance please contact me. • F'roct: .frr: T3kAf i r e , Typei..Inspe2 Address: Date called: Special instructions: . Date wanted: a.m. „ W/,,•"" Phone: ' ' ;.` 1- • . • INSPECTION REC Retain a copy with permit INSPECTION NO ; * CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 V7-.0375 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: INV Li $47. INSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS Type of lr►spe ',, : Add /d n I i / Date cal led:4 9q Special instructions: 41 Date wante : j� I n a.m. `� `T T . qq//nn Req� 5zi�-(CJ/ ` ..111/ J.• v Pli I J/,,_ /.1190. d 4 . 4,7n...- ,ls' /, , // 1 / -e.r 7 r/eieC.ir C-e O Proje • • 21 .y � / yr ,j 7 4, Type of lr►spe ',, : Add /d n I i / Date cal led:4 9q Special instructions: Date wante : j� I n a.m. `� `T T . qq//nn Req� 5zi�-(CJ/ Phone: ¥ O UJ y _' 1298 INSPECTION RECOR Retain a copy with perms INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: Date: y 9 E $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Pro'e t: Ar De--"cry Ty of InZor .s 0- 2X-1S .Adylisii , r a x.../.7. 4) Date called: • Special instructions: • • Dat4nteZ)), ..... Z— a.m. P.m. Reque .,. Phone: ...,...,— 'AFn --- Bh4 - • • • • •••••• ••••' • , •••••••■•■ii•••■«: , El -Approved per applicable codes. corrections required prior to appcoyal. INSPECTION RECORD • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 commENTse 6 44> /r Zat• J G-4//ifea Ovze of//AI ‘4,/,4-4t.Aocer7s AI* Receipt No: 77c e /)(Ae7(17 L edile-445:1) /xi 3 • 7.42.4-7- A-3 AI „ • „ • pit ,T :u i ; e...._ 1 / 6 TyrofLation:• . , f Lci Afitistiv ...e.44.,t reY1 Datell d: Special instructions: ' • Date wa ted: a 11COP P42 ( ....c • INSPECTIONRECORD, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .4.7.4Foolg.4eqm**rt4WAS,:: PERMIT NO. (206)431-3670 , proved per applicable codes. Corrections required prior to approval. COMMENTS: 6096. 6kt C--4) e2ec Ce•-v‘_e_ 464;retz;aotitt $47 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.' Receipt No: Date: • '.INSPECTION :ITY OF TUKWILA. BUILDING DIVISION 1300 Southcenter Blvd, #100, Tukwila, WA. 98188 INSPECTION RECORD Retain. a copy with perms :PERt4IT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Pro'ect: Type a ion Address: Date called: Date wa Special instructions: d �r4,-41 Q Reques r : }'. Phone: roved per applicable codes. U Corrections required prior to approval. i I/ Ins, • r 1" /.' / / /00 GNLY $• 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: p C. Type of Inspecti ress: Date called: 3 / 1 Special instructions: Date w e ��' (91, a,m p.m: Requesttp. l� . _A la Phone: p� ( cifr` f1 lD '1 �i 1 25 0 INSPECTION RECOR Retain a copy with per PERMIT NO.:`- INSPECTION. NO. CITY'.OF BUILDING. DIVISION :: 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: ?tier r Sr Fco ok'- ; s•? 4 9 s P-C-W3ro S 4i.;41t. Receipt No: roved per applicable codes. I Date: $ .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 .. Corrections required prior to approval. projact: Type of Insp tion 'Address: Date clled: S/4491 Date vied: 31 144 p . m . Special instructions: : ;6;204tWe . . Regu ster: SK-W Ph — e64 - /Z e ig INSPECTION NO: CITY OF TUKWIIA BUILDING DIVISION • 6300 Southcenter Blvd #100; Tukwila, WA 98188 COMMENTS: Inspecto Approved per applicable codes. ?<Corrections required prior to approval. LJ $47.06 REINSPECTION FEE REQUIRED, Prior to insp;ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje ' ' " ___,,--- Type of Inspection: Addri a ....x,fir. Date called: Special instructions:. Dateg7IA a.m. P.m. Requestz _...„ .50 Phone: INSPECTION REC Retain a copy with pe INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter BIvd #100, Tukwila, WA. 98188 Receipt No: pproved per applicable codes. EJ CorreCtions required prior to approval. COMMENTS: Ej $47.0 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1»7o3 PERMIT NO. (206)431-3670 Approved per applicable codes. :INSPECTION NO:' CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100; Tukwila; WA 9818 PERMIT NO. (206)431 -3670 P ect:: ` Ty e o Inspection• Addres ��� ` Date cal Ied� / / G Special instructions: Date wad fd: G .m. Uester: Corrections required prior to approval. COMMENTS: : i r . L� /i II $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Z. Approved per applicable codes. :INSPECTION NO:' CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100; Tukwila; WA 9818 PERMIT NO. (206)431 -3670 P ect:: ` Ty e o Inspection• Addres ��� ` Date cal Ied� / / G Special instructions: Date wad fd: G .m. Uester: Corrections required prior to approval. COMMENTS: : i r . L� /i II $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Project: , ,, , ..., ' Feter'i / A Type of Ins e iiin: Addcess: (0 0 Pr - 0,4_ett - r—Tr--- Date called: 3—! Special instructions: ,- Date wanted: / --- a. . Requester: Phone: INSPECTION NO. CITY OF TUIMIL/V BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORL Retain a copy with perinit PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Z-0626 0 — Date: L j $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: COMMENTS: spe. civAt __4 46 Vi c.... 0 (2 . s� 0/5 re( ,?tc/, . (e-1 fi.S 7YiT.G ,dam G f.S /77, "zba.e677eati 260 peir Address: ry C'o t(4 rInge c._71O J.S 4 . (b 7 ' ,,(j 41 o 7 4 .- -' _,Adr ...-1 Reques K 460 Phone: Proj R ex. TYp Ie4n� Address: Date called: Special instructions: Fra4 .' TO f ASP Date zie,2:4( a' ...-1 Reques K 460 Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspec Receipt No: proved per applicable codes. Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 G j ¢ "� * ' •{; • COMMENTS: / 4' ��e _„_ J 774-(S ,for" - Dor s ,i -or /,( /j'C -rte" s. ,tror ; . oe /,tL(5j (bto-A 0 .Pic_ di r fi" - sue, �, - we-; -ems /e. . p i /._ Q (It Po oT v o - �' fr► � }f7 , cc/ /�i( /A SP - 74G �, c7(/s , . o 7� C5 _ 2 cvs t( G 9-A Aim/ 7 A t i l e )7VC.- frAlre.X -VCOSC i / Or - 'O7?/ /sue .. r7(. /li A.,(91,-,...... Projec • • Type of In J' A s 1 .. �,,.» . 4G r Date called: Special instructions: Date w d: a.m. ��/ % p.m. Reques er�,, `'r P OS 7- 1A 64 ...... ..vfkti>tr:wY. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECO Retain a copy with per .i PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630 outhcenter Blvd., Suite 100. Call to schedule reinspection. Re o: Date: COMMENTS: Type ons ct' �`" Address: A T . p.r'e.eg,x_f 7 roggief Dme exit) c 9190" Date waa�eJ' Fyn •G !"'�! kr - cm 5 Atli> "7. —eo Requester: s > ��'. Phone: s7_ 99 �5 , c.rp oc,,llp . 7,f twe -.s Air SI.i / t r e,4_ (o ' / - e e4 1 If /I At Pro a t: �(� FT l.) Type ons ct' �`" Address: Date called: Special instructions: Date waa�eJ' Fyn •G !"'�! a.m. p.m. Requester: Phone: .wv.. ... a..',,:atn• wr INSPECTION RECO Retain a copy with permit 7 -039 SI INSPECTION NO. • cc PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. �6orrections required prior to approval. El $47.00 ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J COMMENTS: . WeTi 6 i V72, .92-. A, ati‘ : 7 - 0 5771 6k, 70 CocieZ 97 ad_ 7P axle bon-i aerheS K 6)e. l4/4GC 113 EE-ov/01 AkdrEs Phone: 4 Projeftt: .... cogr DeetI7: Tyr.o Ins ecti t ..... Address: Date calle; _ 2.-a7 Special instructions: . Dayaritt . ...... i a.m. P.m. Req<k p - Phone: Inspects! Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. :CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved perapplicable codes. I I Corrections required prior to approval. :to 'Allrfft Da N .111 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431-3670 Prot: - &IT / !' Typ o speck n Ec:.(-1 S HA FT - P) OV 'DP a F c/4f/Otl Address: „ 7 /o 0 - -Fr. J Date called: Special instructions: Date wanted: a.m. p.m. Re5r.i F Q P AS ; fi64 -/2.ciA COMMENTS: eTW L �e: o4vl4e T S M .., tiAA 4.4. E t_+E. v - rme. (4--our) M E c. . s ff 4 i TS Ec:.(-1 S HA FT - P) OV 'DP a F c/4f/Otl FOP-- C inleie D C wl r} 7 -.€ 4^ =32- � l.r'S T � T p i aoy, o W4,t_c S H Aac -f 4-Ail) 7 ?WC, DP_TYli(.S •(MEc -H 4' o ,c., L LI ' r • r -T ' c l_1 STF.,-t AA A4 TYr- o4C 7 74, i d 4h4 i4.1.7 - 4/ /#(6/ 5,447L7` /4/4e6. TO Poor T26C-k-- - NoTI ,4 -,c4 3 „_ 5 „ T oJ»7( U(7 i I-oL Date /� Ins • 1.r: / • INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION / F 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Q Approved per applicable codes. OCorrections required prior to approval. D $4 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: COMMENTS: 0 OkiT7( (10) Pc- & r / 4T -rt_ttrft) 71 17c4 - 77)P o Address: 10 — ri. L&1 PO k(Or A JC coS‘._ s /5 ie'7" ar,4e-c Pog ( 0t TO 4 -C,C P 64 cf /001 Special instructions: Date wanted: a.m. P.m. Requester: SX. P i ■ e i1 1 Pr2Lect: .,„, ; zit I- T . 1)E.-x.fr Type of Inspection: Address: 10 — ri. L&1 Date called: Special instructions: Date wanted: a.m. P.m. Requester: SX. P Phorce: . , 4.•}44 L • 0.- k: LJ INSPECTION REC Retain a copy with 11 PERMIT NO. , . ' • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • , • - :' Project Type of inspe tiot9: ke A dress :: X 11 �vt�" (.� Date called: Dt I 1 (. bb - Special instructions: r � nf" 0 a-1•1\ . • Date wanted: 1/ i,. cr, CO. Requester: s i, Phone acit/ rt Nye _ � d+f, CITY OF TUKWILA BUILDING DIVISION '163'00 Southcenter Blvd., #100, Tukwila, WA 98188 'COMMENTS: ci ) r +► $42.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule relnspection. 1 Receipt No.: Inspector: 11 • INSPECTION NO.. Approved per applicable codes. INSP.CTION RE Retain a copy with Date: ID7 075 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: .N •� « � i `�.: r:`j {S:r'F���Ylkaf ,t • Y1F� ' • INSPECTTDN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10p, ,Tukwila, WA 98188 COMMENTS: PERMIT NO. (206) 431 -3670 Prpjact:� � ��� / ��ype of inspectio Date called: 1 1( VENI Special instruc ion :-tip • tar 6( 'f ► . to wanted: t 12.. �i a.m. C�tc ia / p.m. ! Requester: C.J 1 3Oa 1/t4• Phone No.: Corrections required prior to approval. Inspector: Date: [� $42,00 REINSPECTION Fa REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: P e t: � �� 3 Ty ijr(spection: A � e 11, , /t /(Ake A (b"D Dom IN D Date called: ` 9 Special instructions: - .l1U .-, S �6M ate wante l c " m v . �� b J� / p.m. Reu r: 1 Phon l • • � zf_ fslr, A lZ90 COMMENTS: 694 s 2_ g —, INSPECTION REC Retain a copy with p INSP: TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: ' `fig - 63S PERMIT NO. Th. (206) 431 -3670 Corrections required prior to approval. 1 $42:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pro}ec # , Typ t,1I p c Ion• dd i Ol7 _s Nr , 1 Cat ctil i Q Special instructions: ?i�%l. - A /" " C Date wicy �/ r l ,, / Jf p.m. Re t F-,�Q Se1 1'I..I _. �oici ` � Phone t�o.• �j r, 4L �T- �O `[ ' ( i v .'1 PERMIT NO. INSPECTION REC Retain a copy with INSPECTION NO. •' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. COMMENTS: / 1 _ ( 1 , DT n2 -L1 . ' 4.S5OC:r4 belelpiece5.72,_&776%7 6 . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date; Project: �`o� ' fir► Typ= of inspe tion: tont COr ,8 rss6 [ k igN. W. 1a , l � - 51ate called: ( � . y Special instructions: t■1 000 ,. :..�,.,.. ( (?_! a ` S v rt. Dale /anted; 1 . FNJ �`�au Ned Requ ster: C j S (rI i Phone No OCC2 atitl 0 c f c '•:� �%1L'v �S <i��,y;)Il.f`i ��"�gr^�'k} y x r�. INSPECTION. REC ^ ' D Retain a copy with it INSPE ON NO. CITY ' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved, per applicable codes. PERMIT NO. (206) 431 -3670 - Corrections required prior to approval. COMMENTS: i -0 go w‘4,G L � Sif 0A15/2" i —41arit i I/JV1 % $42.00 R I NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: • City of Tukwila Fire Department iFFDTV 7 70al Address 11()c) t—o147 wL\ Retain current inspection schedule .1 Authorized Signature FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT„ FINAL APPROVAL FORM Needs shift inspection Sav Approved without correction notice Y \ Approved with correction notice issued Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # . •., . • ..• • " • Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S75-4439 P oject: Type.�f 1 speetion: - t – 'vU I l �� �1 "�Pd� 'Address:, - 1 Icy . f T n 1x.)•1 Date called: N. .- - c : q Special instructions: Date wan e f Requester Yan.-)n?si `" Phone: h f INSPECTION RECD Retain a copy with periffit INSPECTION NO.... / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q Approved per applicable codes. Inspector: Receipt No: P17 -C35 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 6 Date: 4 1_1 ) 95 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECO Retain a copy with •' it INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 'Blvd:, #100, Tukwila, WA 98188 Pro o Dn Type of inspection: Addres ' . eaND or k Special instructions: Date called: f { J� /9q Date wanted: f,!/ f I �,D/ J G a.m. i1 p.m. Requester: . / Sri e Phone No.: [ 1 Approved per applicable codes. I Receipt No.: Corrections required prior to approval. COMMENTS: .. Vi eGe y /l clR16 e. to Inspector: 6-V Date: // ko 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ipg17 -039 5" C NO. (206) 431 -3670 Project:• For+ Qen+ 1IL Type of Inspection: r aI Address: Address:7100 ay Date called. -qct Special instructions:. ` A Date wanted: q prrni: .l�� Q 1 ! Requester: Ki S+einbac.K Phone: 2-6 O coq -1298 W ' f"Ul. INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • : COMMENTS: # fi, f'9 576 aLi 5 5 s Qe•i" ivto ‘2e/ rf 1/41/40 , Pm j f 7Z Approved per applicable codes. Inspector: Receipt No: INSPECTION RECOR Retain a copy with permi rrections required prior to approval. Date: (206)4» -3670 Date: D - 0 3 9 5 PERMIT NO. El $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 ees Project: c Jd r+ De nt T y pe of Inspectio Pti1 Final Address: Address: D or f oenf Mat Date calved: 6 99 Special instructions: Date want : a.m. 4 -9 - 9q .' Reque en ken Sfe i h bac. K Pho e:4 25.... g t) q _1233 INSPECTION RECO Retain a copy with per INSPECTION NO... CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: C'le,1,1 n..e fI J1 �r u% Inspector: AU Approved per applicable codes. Receipt No: a Corrections required prior to approval. Date: $47.04 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: NO. 06)431 -3670 Project: , fit ' ,&,,V. I pi r ` i'ek_e Type of Inspection: No/. A L. Af l Y,,d. Alott0e, .Addres "s;" : L ` c) [CV r ,i) I T . :.. Date called: 41 _7 ... 4 -. 1 Special instructions:..' h p t�r ":..- Pe'% Yr . �r f t t r 90 3 Date wanted: L I - `i .- 91 I I �; . p.m. Requester: '^..%i( 12 -'' CA 11 tai , e 1,-._... . Phone: LI '2 ' `� 1 -:, - 1 V9 INSPECTION RECOR Retain a copy with perm) INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300:Southcenter.B vd, #100, Tukwila, WA 98188 `Approved per applicable codes.. Inspector: PERMIT NO. (206)431= 3670 Corrections required prior to approval. COMMENTS: Date. ' ' . c Jt - 9 t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO • 'CITY ; OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Address: .' 7 AN Address: _ Special instructions: Type of inspection: 4 ...t Date called: 4,2 59 Date wanted: a.m. p. Requester: Phone No.: Approved: per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 4 //-e r fx44.4 } Inspector: Date: e ,.# 5 —n. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: P ect: r Type of Inspection: ► n s-k t i Uth 4 Meier P OREI' Den 4 111 Address: 71 Od For+ 11 Int lay Date called: .- 9 Special instructions: Cl l r D ate wanted: a.m, sr \ QS 1`�oSS ∎An Rs Se / r: 1c-- ( p Phone: (206 ) L-fLk- oI gq ., ... r....... n. .n..^w.....+i'il�Yi::'✓s.��svS: iJ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF..TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 04, PERMIT NO: (206)431 -3670 Approved per applicable codes. Corrections required priorto approval. COMMENTS: 3 /. qj' y - / t, 1.4_...1 •1 Inspector: Date: 3 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: 4: COMMENTS: • INSPECTION RECORD Retain a' copy , with perm: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Type of inspection: Date called: Project: Address: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: � codes. Inspector: (206) 431 -3670 Corrections required prior to approval. - 1 $42.00 REINSPECTION FEE REQUIRED. tP,tior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 19 sc6ule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. COMMENTS: 11 T� k j 3 MIT NO. (206) 1 -3670 Project: Type of inspection: Address: Date called: Special instructions: Date wanted: a.m. /1 8 p.m. Requester: Phone No.: Corrections required prior to approval. Inspector: 6 Date: (/ $1 r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: / / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. COMMENTS: 11 T� k j 3 MIT NO. (206) 1 -3670 Project: Type of inspection: Address: Date called: Special instructions: Date wanted: a.m. /1 8 p.m. Requester: Phone No.: Corrections required prior to approval. Inspector: 6 Date: (/ $1 r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: r ov- t D en +£ T ype of inspection: FL I4 Address: . 7/00 F ort Dent u) Date e ca ll- y -98 Special instructions: . ' Date wanted: ! /— , / ^ p � ! `7� 7 a.m. p.m:. Requester: SKi -� Phone No it 51864-1298 r y..v ,4Skd COMMENTS: " INSPECTION RECORD Retain a copy with per INSPECTION NO.... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: Receipt No.: 1 1 Date: D97 -0315 —.- PERMIT NO. _ d*. 5; cJ & t a... -_ - fry fa- /5 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECOR �;• Retain a copy with per s` INSPECTION NO.:: P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 Proiect: Type of inspection: o r�: Dt?nf 777 �re l;rie. Address:: . D oO pi. then -t ate called: Z6 — - 9 ' Special instructions: Date wanted: a t o -z7 -98 Requester: 7erry / -z: ov Phone No.: 2q3-896? M Ude r, Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: 1 Date: 1` 7/7t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECOR Retain a copy with per INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 MT NO. , Project: ax Address: Special instructions: Type of inspection: Date called: • 1 0 i 1 4 / Date wanted: l a1 ). ? /V° l /h4 • 4 a.m.. p.m. Requests Phone No.: Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. ;.COMMENTS: q ff : ,- 1 -ettls j fly() 41 5 Rom %..P 7 c,_ uA- • Inspector: I Receipt No.: Date: [ .J $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Date: Project: Type of inspection: Date called: � � i t,/ z3 /q Address: Special instructions:.. Date wanted: a.m. 1 2 p.m. :::: : :. • . �» _:n t : r..sr;�t * ?r „�;;•SG e„; ;'ia{ . '. . E IT NO. • INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 &U Corrections required prior to approval. COMMENTS' o(2q c,15' (py ,D5, "01. f "m !J, NI s S o, +0 6 7 v no/ n/ve.re , 1 c° ot, /fir -Pc 4 Date: (206) 431 -3670 /0--C/90 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: DKU-.- Type of inspection: r. r. wt/ Address: 7 /ck.) 0/27" 0,2".1 y Date called: /072 Vfe Special instructions: / . Date wanted: / y a.m. /%2V &IP. Requester / C/2 .- /All.Ji / � A.) Phone No.: // / INSPECTION RECOR Retain a copy with per INSPECTION NO.. �ERMIT NO. CITY OF.TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 » 7 =a3f5 (2 ) 431 -3670 Approved per applicable . codes. f 1 Inspector: Corrections required prior to approval. COMMENTS: _o/C. fAev,A 5e, t61 J a - � i , tekd �t t , t w 1 4 , g y p s -i 1-f r- r bi..141 1, 4 Tll g. v Date: �' 2 7/78 r ^) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. f Receipt No.: Date: a'L 3 • INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,6300: Southcenter Blvd., • #100, Tukwila, WA 98188 Approved per applicable codes. I Inspector: 1 1 6 v 077- 3 y) RMIT NO. (206) 431 -3670 .Project:. orAir 274_ Address: Special instructions: Type of inspection: w/o I'N M/9 Date called: Date wanted: � pip 31K p.m. Requester. Phone No.: Corrections required prior to approval. COMMENTS: LAIC , , -AAA, t i 1 c Date: 4 3 [] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No,: Date: Project:. Type of inspection: Do t, i Address:. Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: • x.v ... ,..A aaf «ka+..F:•:�:',:Y:i; t�:4 ° <'t,`%b e + ` INSPECTION RECOR Retain a copy with per INSPECTION NO. x . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS] io /a- y90 sc fie fft ard s 1 Approved per applicable codes. I Inspector: Date: 4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 31 -3670 Date: 7 -v3 IT NO. (206 Corrections required prior to approval. CO M TS: �' P yR9 /k w► iv iA/ Fes. ( ; 5, w 1 2 19 q C q 6 . L tee.. w w► - ' i 17 cfrk., , -e-x -1 R1c (-44C-4-. `..' 4 5 0 itl, rJ • alit.,-. &p f-Q4 76 6 c (//).1 7 "ic4.7C, $ 7 L, ( a go c y . .5 - ' (4,.-dc dk /0 8' c.-Aii-4 (4^-)40 rt� 1 6.V. Ca i Project 4_ a... ! Type of inspepO /./.. Address: Date called: Y 7 /u -a/ - 9 Special instructions: Date wanted: 3' 1 Requester: Phone No.: Approved per applicable codes. INSPECTION RECORDE Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Inspector: Date: /J /7 -,f1O GU (-00 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: D77 -03,5 APE T NO. (20fi) 431 -3670 Approved per applicable codes. INSPECTION RECORDE Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Inspector: Date: /J /7 -,f1O GU (-00 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: D77 -03,5 APE T NO. (20fi) 431 -3670 %'t1t'#.,Jy. f!�. Hat .a.s �., y .:.. •.. „•., .. ; ,.:w �i tl �.�. Mr s >, -- _ n.N� .:a.. ; ra .`dt� ",',, �:r.- .'ti;�•. , s; :. -.... ab ' 1 .. n INSPECTION RECORf: Retain a copy with per, INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 ± Southcenter Blvd., #100, Tukwila, WA 98188 Pj ect: Type of inspection: Address: Date called: 7 /o0 F-0, 1- nra>t w 16- /6 - s Special instructions: Date wanted: /� / r'I �S? p, m Requester' Phone No.: COMMENTS: , Approved per applicable codes. 1 Corrections required prior to approval. RMIT NO. 431 -3670 C , V I I Date: 1U ( rf q I — I $42,00 REINSPECTION FEE REQUIRED, Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: I Receipt No.: Date: sp %'t1t'#.,Jy. f!�. Hat .a.s �., y .:.. •.. „•., .. ; ,.:w �i tl �.�. Mr s >, -- _ n.N� .:a.. ; ra .`dt� ",',, �:r.- .'ti;�•. , s; :. -.... ab ' 1 .. n INSPECTION RECORf: Retain a copy with per, INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 ± Southcenter Blvd., #100, Tukwila, WA 98188 Pj ect: Type of inspection: Address: Date called: 7 /o0 F-0, 1- nra>t w 16- /6 - s Special instructions: Date wanted: /� / r'I �S? p, m Requester' Phone No.: COMMENTS: , Approved per applicable codes. 1 Corrections required prior to approval. RMIT NO. 431 -3670 C , V I I Date: 1U ( rf q I — I $42,00 REINSPECTION FEE REQUIRED, Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: I Receipt No.: Date: .0.t`3K•.P:`.r INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Inspector: Date: (206 MIT NO. 70 Type of inspection: . SSS Date called: 16, Date wanted: 16/ ii/q()) a.m. p.m. Project:,..- Address: 7((./.) Special instructions: Requester: - r Phone No.: {pie, O a-/ 6 Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: rarzTxrprmorarPorm INSPECTION RECOR Retain a copy with per INSPECTION NO. ? i v i Uri ( 6) CITY OF TUKWILA 6300 Southcenter Blvd., #100 ;;Tukwila WA 98188 Type of inspection: Date called: Date wanted: Phone No.: /1 Requester: /6) Nub a.m. p.m. Project :. g7 r ti Address: AdlefAr /A) Special instructions: Approved per applicable codes. COMMENTS: • fi ve :: • b ' - In $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule'reinspection. Receipt No.: Date: MIT NO. (2( Corrections required prior to approval. Project: T � ,� Type of inspection: Address: Date called: Special instructions: `' Date wanted: � �/ / U / a.m. p.m. Requester: / I Phone No.: INSPECTION NO. CITV,OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. f Inspector: b V Receipt No.: INSPECTION, RECOR Retain a copy with per Date: D97-0395 (206) 31� 3670 T NO. Corrections required prior to approval. COMMENTS: Date: / 0 / /2 / _I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: fr , ..She.. - 1* . 3 41. A 3' A I'-/: Fil-70)' plan -: / i in 3 0` ZA Received By 1 47" Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials 1 I 1 Summary of Revision: W ID lq- ' : 1 tlA Received By: Revision No. Date Received Staff Initials Staff Initials Staff Initials 11 Date Issued I Summary of Revision: revie ltyt,ts as, A 1 - Ao 6 1- $8/4- (ret/ *4) Staff Initials W ID lq- ' : 1 tlA Summary of Revision: 1+4146 10- e• 'e. ..4 Summary of Revision: ) / , 4 , 14 ! '. ,A, - ' f 4 d 4.-. a 1 i IEMUIPM TM . 4 44 .4 4S ' q . ' .A Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 11 144 I Summary of Revision: revie ltyt,ts as, A 1 - Ao 6 1- $8/4- (ret/ *4) ) Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 43 HZ th Id trii iyi / m t lop (Pi) . 6-' 1 Summary of Revision: 1+4146 retai Received By PROJECT NAME: • .vt - Chat Site Address: 110/) fov-L LkJy REVISION LOG PERM1 P Original Issue Date: '1- 24-'1 (please print) (please print se print) w (illetsWfint) please pnn '- 1tiKliUgtKbwa�n� r.w. ACTIVITY NUMBER: D97 -0395 PROJECT NAME: FORT DENT III Original Plan Submittal DATE: 2 - 25 - 99 Response to Incomplete. Letter Response to Correction Letter # XX Revision # 4 After Permit Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Routed by Staff \PR.ROUTE.000 6/98 PLAN M I Coo,et CDP1 UTINP Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -2 -99 (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 - 30 - 99 Approved — Approved with Conditions Please Route ❑ No further Review Required • Complete ❑ Incomplete Not Applicable ❑ Comments. REVIEWERS INITIALS: DATE. Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: REVIEWERS INITIALS: REVIEWERS INITIALS: Approved E \PR.ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0395 PROJECT NAME: FORT DENT III DATE: 2 -25 -99 Original. Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 4 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 1 Incomplete ❑ Comments: CORRECTION DETERMINATION: Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved it/ Approved with Conditions [I] Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 3 -2 -99 DATE. DUE DATE: 3 -30 -99 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator YO9 Not Applicable E DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: Buil ing'b Public W L - CoiN4 PLA R� W / R O U V T � ING 510 ACTIVITY NUMBER: D97 -0395 PROJECT NAME: FORT DENT THREE DATE: 2 -12 -99 Original Plan Submittal Response to Correction Letter # XX Revision # 3 After Permit Is Issued Response to Incomplete Letter Fire Prev n ion Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route ki Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division ❑ Permit Coordinator a DUE DATE: 2 -16 -99 Not Applicable ❑ No further Review Required C REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -16 -99 Approved J Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC W98 ACTIVITY NUMBER: D97 -0395 DATE: 2 -12 -99 PROJECT NAME: FORT DENT THREE Original. Plan Submittal: Response to Incomplete Letter Response to Correction: Letter # lid Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division - Public Works ❑ PLAN REVIEW /ROUTING SLIP Structural DETERMINATIO OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route REVIEWERS INITIALS: Approved 1PR•ROUTE,DOC 6/98 REVIEWERS INITIALS: Fire Prevention Approved ❑ Approved with Conditions ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division ❑ Permit Coordinator ❑ DUE DATE: 2 -16 -99 Not Applicable ❑ No further Review Required DATE. 17 TT APPROVALS O CORRECTIONS: (ten days) DUE DATE: 3 -16 -99 Approved with Conditions ❑ Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) DATE. 1 rt-siT !7 REVIEWERS INITIALS: DATE: ACTIVITY. NUMBER: D97 -0395 DATE: 12-29-98 PROJECT NAME: FORT DENT THREE %% Response to Inco a Letter Revision # After Permit Is Issued .Original. Plan Submittal Response to. Correction Letter # DEPARTMENTS: S(Z. B ildin Division X Fire Prevention orks Struct r ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: PLArRE /RO�ING SLIP 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: 1-28-99 Approved Approved with Conditions Not Approved (attach comments) \PR•ROUTE.DOC 6/98 ( 214rebh 0 , 4 1414r olcucecP CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ DUE DATE: 12 -31 -98 Pi - vision Permit Permit Coorclinatdrr Not Applicable ❑ REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D97 -0395 PROJECT NAME: FORT DENT THREE DATE: 12 -29 -98 REVISION Original Plan Submittal xX Response to ncomp ete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division IIII Public Works PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Please Route Routed by Staff REVIEWERS INITIALS: APPROV • LS OR CORRECTIONS: (ten days) REVIEWERS INITIALS: CORRECTION DETERMINATION: \PRROUTE.DOC 6/98 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator ❑ DUE DATE: 12 - 31 - 98 No further Review Required DATE: Not Applicable / 46 DUE DATE: 1 - 28 - 99 Approved /' Approved with Conditions n Not Approved (attach comments) ❑ DATE: 1 7 " c ) (q DUE DATE: Approved ❑ Approved with Conditions — Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D97 -0395 DATE: 12 -29 -98 PROJECT NAME:. FORT DENT THREE ION x �E X Response to ncom t etter Revision # After Permit k Issued Original. Plan Submittal Response to. Correction Letter DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 12 - 31 - 98 Complete Comments: TUES /THURS ROUTING: Please Route Routed by Staff REVIEWERS INITIALS: Approved Approved \PR.ROUTE.000 6 /9E PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Not Applicable (if routed by staff, make copy to master file and enter into Sierra) • Planning Division Permit Coordinator No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 -28 -99 Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: ACTIVITY. NUMBER: D97 -0395 DATE: 12 -29 -98 PROJECT NAME: FORT DENT THREE REVI Original Plan Submittal xx Response to ncom t etter Response to Correction Letter # . Revision # After Permit Is Issued DEPARTMENTS: ...Building Division E] Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete L : I Comments: TUES /THURS ROUTING: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved 1PR•ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP REVIEWERS INITIALS: Please Route 111 No further Review Required CORRECTION DETERMINATION: Approved with Conditions, j Fire Prevention Structural Planning Division Permit Coordinator n DUE DATE: 12 -31 -98 Not Applicable DATE: _ — C1 9 DUE DATE: 1-28-99 Not Approved (attach comments) DATE: DUE DATE: Approved with Conditions El Not Approved (attach comments) REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division ❑ Public Works TUES /THURS ROUTING: REVIEWERS INITIALS: Approved \PR•ROUTE.DOC 6/98 Approved REVIEWERS INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0395 DATE: 12 -29 -98 PROJECT NAME: FORT DENT THREE iE'VISIN Original Plan Submittal xx Response to R ncomp Oete 1 etter Response to Correction Letter # - Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete fl Incomplete J Comments: Please Route vs Routed by Staff E Of routed by staff, make copy to master file and enter into Sierra) DATE: / 2 J 3 / APPROVALS OR CORRECTIONS. (ten days) Approved with Conditions ❑ Not Approved (attach comments) Fire Prevention Structural REVIEWERS INITIALS: Planning Division Permit Coordinator DUE DATE: 12 - 3/ - 54' Not Applicable 111 No further Review Required DUE DATE: I / 4 111 DATE: / CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) E DATE: DEPARTMENTS: Building Division Public Works JPR•ROUTE.DOC 6/98 TUES /THURS ROUTING: PLA SLIP ACTIVITY NUMBER: PROJECT NAME: FORT DENT THREE Original Plan Submittal Response to Correction Letter # D97- 0395 DATE: 11 -25 -98 Response to Incomplete Letter Revision # : 2- After Permit Is Issued Fire Prevention Structural 04u, ❑ DETERMINATION OF COMPLETENESS: (Tues, ThurV DUE DATE: 12 -1 -98 Complete _ Incomplete (X II �/ V-41P Not Applicable Comments: SOCO(ll� r �a c`��5. Planning Division Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Please Route ❑ No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -29 -98 Approved Approved with Conditions Ti RE Permit Coordinator REVIEWERS INITIALS: DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. DEPARTMENTS: ACTIVITY NUMBER: D97 -0395 DATE: 11 -25 -98 PROJECT. NAME: FORT DENT THREE Original Plan Submittal Response to Correction Letter # _ Response to Incomplete. Letter Revision # 2- After Permit Is Issued Building Division Public Works ❑ Complete • PLAN REVIEW /ROUTING SLIP Structural TUES /THURS ROUTING: Please Route \PR•ROUTE.000 6/98 Fire Prevention Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 12 - - 98 Incomplete • Not Applicable ❑ Comments: - No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: 1 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -29 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: : 1 :s c s s< n dle�ai iiwv�rT'e }F' ls E>1At 'i�i#it�dk lt4F ACTIVITY NUMBER: D97 -0395 DATE: 11 -25 -98 PROJECT NAME: FORT DENT THREE Original Plan Submittal Response to Correction Letter # XX Revision # 2- After Permit Is Issued Response to Incomplete Letter DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (rues, Thurs) DUE DATE: 12 -1 -98 Comments: 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 QR CORRECTIONS: (ten days) Approved \PR•ROUTE.DOC 6/98 Fire Prevention Planning Division Permit Coordinator Incomplete — Not Applicable n DUE DATE: 12 -29 -98 Approved with Conditions ❑ Not Approved (attach comments) i5(Oti/ • 2 Ok'i yi "f 6' :k, w i// �Pc'rr7Aln/ in/ e f.rccr . REVIEWERS INITIALS. ��5/'Z— DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: ACTIVITY NUMBER:. D97 -0395 DATE: 11 -25 -98 PROJECT NAME: FORT DENT THREE Original Plan Submittal Response to Correction Letter # Response to Incomplete. Letter XX Revision # 2: After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 12 - - 98 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: 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: 12 - 29 - 98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: 1PR-ROUTE,DOC 6/95 PLAN REVIEW /ROUTING SLIP Structural Fire Prevention Planning Division Permit Coordinator Please Route ❑ No further Review Required PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0395 DATE: 11 -25 -98 PROJECT NAME: FORT DENT THREE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 2: : After Permit Is Issued DEPARTMENTS: Building Division Public Works \PR•ROUTE.DOC 6198 REVIEWERS INITIALS. CORRECTION DETERMINATION: s;ws�a5:.ns ac + x ^Mier cr fit c�Eam Fire Prevention Structural Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator DATE: 12 -I- lg DUE DATE: DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 12 - - 98 Complete ❑ Incomplete & e jg ' Not Applicable El Comments: Subny l 'L eased Gtie 1J11047/74e r a & ���ss- site C-2 NIA /VW s� o 0/ ke sp4k/C/ l/gul , 'T/G the Sa444 a /ai h � i �d" 1004:. 1 � 1{ T ES THURS RO TING: Please Route ❑ No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -29 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: tili2W4A.Z4s :.145AVOM:ge uatrXisivadw i na DEPARTMENTS: Bt i7lding Division /0-30-qt, Ibtwo is,avid TUES /THURS ROUTING: ‘PR•ROUTE.DOC 6/98 w.7 ¢Mmf4 Yh11mwrfa. ' PLAN f 4 i j j E IEW / IN IP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Jo Fire Prevention wi�Ymsw4twN «xu.Y,+.�.Kaebr�nl /.aiww�+wV+r wMr, �e. +n.++� »L.:saa.�(M�r+rrrw+bl++Mt Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ REVIEWERS INITIALS: )rigina Plan Submittal r espons e o Correction Letter FORT DENT esponse to,Incomplete Letter,:' evision # 1 After Permit Is:Issued PI iping Division ermit Coordinatb DUE DATE: 10 - 20 - 98 Not Applicable E Comments: Please Route 0 No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: DUE DATE: 11 - 17 - 98 Approved Li Approved with Conditions 0 Not Approved (attach comments) DATE: DUE DATE: Approved Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: riginal Plan Submittal Responseto..Incompllete;Letter ponseto,Correction° Letter # Revision # 1 ,'After,Permit Is Issued DEPARTMENTS: Building Division Public Works \PR•ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP REVIEWERS INITIALS: REVIEWERS INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ TUES/THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 10 -20 -98 No further Review Required DATE: DUE DATE: 11 -17 -98 Not Approved (attach comments) ❑ DATE: Planning Division ❑ Permit Coordinator Not Applicable DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: TIVITY NUMBER: DATE: 10 -19 -98 )rigmal�Plan`Submittal Response to Incomplete. L esponselrto Correction Letter':# <`_ Revision# 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: REVIEWERS INITIALS: 5lc511/ Structural APPROVALS OR CORRECTIONS: (ten days) Fire Prevention CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ \PR•ROUTE.DOC 6/98 Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10 -20 -98 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) Not Applicable n DATE: 1d /23f g DUE DATE: 11 -17 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete TUES/THURS ROUTING: REVIEWERS INITIALS: r `V PLAN REVIEW /ROUTING SLIP ; TIVITY'NUMBER: D97 -0395 O riginal Plan Submittal; Response ; to:Correction , Letter, DATE: 10 -19 -98 PROJECT NAME, : FORT DENT THREE Response to Incomplete Letter Revision # 1 ;After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 - 20 - 98 APPROVALS OR CORRECTIONS: (ten days) Planning Division fa Permit Coordinator ❑ Incomplete Not Applicable Comments: Please Route ❑ No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) DATE: I v (zc-M DUE DATE: 11 -17 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved E \PR.ROUTE.DOC 6/9t Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division Public Works Approved \PR.ROUTE.DOC 6/99 • REVIEWERS INITIALS: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Structural Approved ❑ Approved with Conditions ❑ PLAN REVIEW /ROUTING SLIP rigindhplan Submittal esponse:to:Correction Letter, 'FORT DENT . THREE » ACTIVITY NUMBER :: D97 -o395 DATE: 10 -19 -98 Response to Incomplete. Letter Revision #. 1 After Permit Is Issued Fire Prevention Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 - 20 - 98 Complete ❑ Incomplete ❑ Not Applicable Comments: No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: .�I � ( c. -�.G�� DATE: 7 !' DUE DATE: 11 -17 -98 Approved with Conditions Not Approved (attach comments) ❑ DATE: 1Of 2 -3/g6 ❑ CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR- ROUTE,DOC 1/98 ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: uilding Division i 'u•li W r� ,00 Faltii. Co*. PLAN REVIEW /ROUTI G SLIP D97 -0395 �J1a Fir revention re u -1 Wi S ucturaL are Kev • vOu,- DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ix Incomplete n Comments: TUES /THURS ROUTING: Please Route 0 Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions j REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved 0 Approved with Conditions FORT DENT THREE - CORRECTION LTR #1 REVIEWERS INITIALS. DATE: 4 -2 -98 A flU Planning, Division t oor inator DUE DATE: 4 -7 -98 Not Applicable ❑ No further Review Required DUE DATE: 4 -21 -98 C DATE: Not Approved (attach comments) LI DATE: DUE DATE: Not Approved (attach comments) DATE. . ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division ig Public Works El '% REVIEWERS INITIALS: Approved \FR•ROUTE,DOC I/90 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: D97 -0395 DATE: 4 -2 -98 FORT DENT THREE — CORRECTION LTR #1 Fire Prevention Structural n C Planning Division El Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -7 -98 Complete Incomplete E Not Applicable E Comments: TUES /THURS ROUTING: Please Route pi No further Review Required Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) DATE: DUE DATE: 4 -21 -98 Approved Approved with Conditions El Not Approved (attach comments) C DATE: 4/1 DUE DATE: Approved with Conditions Not Approved (attach comments) LI REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D97 -0395 PROJECT NAME: DEPARTMENT: Building Division Public Works DETERMINATION OF COMPLETENESS: (rues, Thurs) Complete 0 Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route REVIEWERS INITIALS. \PR•ROU1r,DOC IX98 PLAN REVIEW /ROUTING SLIP FORT DENT THREE — CORRECTION LTR #1 APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural a ❑ . Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Approved ❑ Approved with Conditions ❑ REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved E Approved with Conditions0 y0* DATE: DATE: 4 -2 -98 Planning Division Permit Coordinator DUE DATE: 4 -7 -98 No further Review Required Not Applicable ❑ Not Approved (attach comments) ❑ DATE: REVIEWERS INITIALS: DATE: IMO DUE DATE: 4 -21 -98 DUE DATE: Not Approved (attach comments) ❑ ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division ❑ Fire Prevention Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Comments: 41 -gXP TUES /THURS ROUTING: Please Route - REVIEWERS INITIALS: &I L-1 OVVRISITZIMUISMITSICOMMIIII APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions El REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved Li Approved with Conditions ❑ itrAMINTIMIZI WR.RouIF.VOC t /9S PLAN REVIEW /ROUTING SLIP D97 -0395 DATE: 4 -2 -98 FORT DENT THREE — CORRECTION LTR #1 C Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) Planning Division w Permit Coordinator ❑ DUE DATE: 4 -7 -98 Not Applicable ❑ No further Review Required DATE: � / DUE DATE: 4 -21 -98 Not Approved (attach comments) ❑ DATE: 'I 15 ' . DUE DATE: Not Approved (attach comments) E REVIEWERS INITIALS: DATE: I ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division Public Works PLAN REVIEW /ROUTING SLIP C • Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete C Comments: REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved C Approved with Conditions REVIEWERS INITIALS: n \PR.K0U 1/98 cer D97 -0395 DATE: 4 -2 -98 FORT DENT THREE — CORRECTION LTR #1 DUE DATE: 4 -7 -98 Planning Division C Permit Coordinator ❑ Not Applicable C TUES /THURS ROUTING: Please Route SI No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) DATE: 4 - L v DUE DATE: 4 -21 -98 Not Approved (attach comments) C DATE. 5/ CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions C Not Approved (attach comments) REVIEWERS' INITIALS: DATE. ... ACT+ SiKdrSEkasr uxw s..• e-.. v.. a.. .ww�+...w... »..- .............�_ pGYlrrtA•to &It/ PLAN REVIEW / ROUTINti SLIP ACTIVITY NUMBER DEPARTMENT: IVISION [Xr i 1 -1 -T LIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL D97 -0395 PROJECT NAME FORT DENT THREE DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE R NOT COMPLETE D NOT APPLICABLE 0 COMMENTS C, C; ( ( CSC, i 1 b11 and_ irnws - TUES /THURS ROUTING: PLEASE ROUTE [J NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF f1 (If routed by staff, make copy to master file & enter Sierra.) I I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) n CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION I DATE DATE DATE Ate DATE 12 -19 -97 &Le PLANNING DIVISION 1g Y n LP) i- i PERMIT COORDINATO S DUE DATE 12 -23 -97 DUE DATE 1 -6 -98 DUE DATE APPROVED U APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) iutWf4tlV{'� ACTIVITY NUMBER PLAN REVIEW / ROUTING SLIP D97 -0395 PROJECT NAME FORT DENT THREE DEPARTMENT: BUILDING DIVISION • FIRE PREVENTION U PLANNING DIVISION E PUBLIC WORKS STRUCTURAL 0 PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /TUURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL NOT COMPLETE El DATE DATE 12 -19 -97 DUE DATE 12 -23 -97 NOT APPLICABLE El NO FURTHER REVIEW REQUIRED fl APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1 -6 -98 APPROVED fl APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVED 1 APPROVED W/ CONDITIONS DATE \– – a 1 REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) MdLi4tV JP ACTIVITY NUMBER PROJECT NAME FORT DENT THREE DEPARTMENT: BUILDING DIVISION PUBLIC WORKS j� 4 a DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL .5/S2 CORRECTION DETERMINATION: REVIEWERS INITIAL D97 -0395 NOT COMPLETE 0 FIRE PREVENTION PLANNING DIVISION Ei STRUCTURAL 0 PERMIT COORDINATOR 0 DATE DATE :cr DATE 12 -19 -97 • DUE DATE 12 -23 -97 NOT APPLICABLE Er DUE DATE 1 -6 -98 NOT APPROVED (attach comments) E DATE / /51ge DUE DATE APPROVED n APPROVED W/ CONDITIONS 4---1 NOT APPROVED (attach comments) 0 (Certification of occupancy required. yawl ACTIVITY NUMBER D97 -0395 PROJECT NAME FORT DENT THREE DEPARTMENT: DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El COMPLETE 71 COMMENTS ' REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED D REVIEWERS INITIAL DATE C:ROUTE -F rrcr. + w•saH1 x+xJRaDtKitllnV.'di36 'l�Sli'.Ht#��tliAo 3A:.1d Wore AtZ- k* DATE PLAN REVIEW / ROUTING SLIP DATE 12 -19 -97 BUILDING DIVISION Ei FIRE PREVENTION [J PLANNING DIVISION PUBLIC WORKS STRUCTURAL a PERMIT COORDINATOR 0 I • DUE DATE 12 -23 -97 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE la.t NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) I I DUE DATE 1 -6 -98 APPROVED APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) DUE DATE tO APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certificadon of occupancy required. :. °.:,3 i•?1F:7arai:41 6tKov***- 16ts4:rrl7vh ACTIVITY NUMBER PROJECT NAME FORT DENT TONER REVIEWERS INITIAL APPROVED El REVIEWERS INITIAL C:ROUTE -F - .n1.w+:w .i-ShK . D97 -0395 PLAN REVIEW / ROUTING SLIP DATE 12 -19 -97 DEPARTMENT: BUILDING DIVISION ❑l FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS a STRUCTURAL ❑ PERMIT COORDINATOR 11 1 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12 -23 -97 COMPLETE f NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE Eg NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) ,Q■-UU DATE IZ 23 7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1 -6 -98 APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) pi DATE f e,t% /7, CORRECTION DETERMINATION: DUE DATE APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. L.—FXPI.s.. I FORT DENT III STORM REPORT Urban Design Inc. 733 7th Ave. Suite 212 Kirkland, WA 98033 (206)- 822 -4886 RECEIVED CITY OF TUKWIIA APR .. 2 1998 PERMIT CENTER 041 • 0 3 95 truchii\ AllElragi*.. s nth, iliu_„.„ c, EMT ' tri;,‘ ofik ;M-11�N , EN a u t!. _ _ r " LIEN � rsa■a�iLJ ;" LEIMEIVAIWil l : itlEntiiftUrA. i 1 , ,} ► (• / 1 1 1 » ; a.' � � ► . ■ n'igtat.im, i., <,,,\,:,,,,, 1{ar i �: . �� 7t• i / � .- � /' JJJIII 41u t f �g 1 0 0 1 VICINITY MAP . , •` ".' • ... - . , • • . •. • • Is part of an office complex that has been constructed in two other phases. This phase of the project was included in the storm and utility design of the Fort Dent II project. Developed Conditions: A two story office building with associated parking is proposed on the site. Storm runoff from the parking lot will sheet flow into grass lined swales around the perimeter of the site between the parking and the river. The swale is divided into two 100' long segments that are interconnected with pipe and conveyance swales. No detention is required, as river widening was completed for both phase II & III when phase II was constructed. Calculations are enclosed showing that the required retention volume for a 100 year 7 day storm is provided in the river. Developed flows have been calculated for the site using the Waterworks computer program. An 18" pipe was extended to the site when phase 11 was developed. The downstream drainage system was also analyzed at that time to include this development. 12/18/97 3:13:41im Urban Design Inc Fort Dent III Basin Reports BASIN SUMMARY page ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 140.00 ns:0.1500 p2yr: 2.00 s PEAK RATE: 0.52 cfs VOL: 0.83 Ac-ft TIME: 3000 min BASIN ID: d2 NAME: 2 year developed phasellI • SBUH METHODOLOGY TOTAL AREA....... : 1.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE.... : KC24HR PERV IMP PRECIPITATION • 2.00 inches AREA..: 0.39 Acres 0.90 Acres TIME INTERVAL 10.00 min CN....: 86.00 98.00 TC....: 28.24 min 6.30 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L 140.00 ns:0.1500 p2yr: 2.00 s:0.0050 PEAK RATE: 0.47 cfs VOL: 0.16 Ac-ft TIME: 480 min BASIN ID: s100 NAME: 100 year 7 day II&III SBUH METHODOLOGY TOTAL AREA 5.20 Acres. BASEFLOWS: 0.00 cfs RAINFALL TYPE KC7 PERV IMP PRECIPITATION 9.80 inches AREA . : 1.70 Acres 3.50 Acres TIME INTERVAL 10.00 min CN • 86.00 98.00 TC 28.24 min 6.30 min eveloped Flows: The Phase 11 & III combined site area is 5.2acres. The soil on the site has been imported, but was taken as a type C based on visual observations and previous soils work. The landscape area is approximately 1.70 acres. The time of concentration for the impervious area was taken as 6.3 • minutes (the minimum value). For the pervious area the time was calculated in front of the proposed building. The 100 year 7 day rainfall is 9.8". The total required storage volume is 36048 cuft. (See attached printout.)River Widening Calculations: .Available volume by average end method (see cross sections) Section Area ' 97.5 72.2 66.3 M END. • ••••. 70.2 • • • .•,"- • • Average Distance 69.3.- 68.3 63. s' 69.3 : 35,1 55: 1,931, • • • TOTAL VOLUME 38,394Cuft This exceeds the required volume, therefore the previous river widening is adequate. 75 , 6,364 8,870 .• • :I • • • • • • • • •• . , . . . . . . •'• • • '. • • .• , • • " ' • , KING COUNTY, WASHINGTON, SURFACE WA DESIGN MANUAL FIGURE 3.5.IC 2 -YEAR 24 -HOUR ISOPLUVIALS • / C' Ilk - ...Amu war ritt l� L1 pp.., Aft 1r rg 2 -YEAR 24 -HOUR PRECIPITATION 0 .3.4 ISOPLUVIALS OF 2 -YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7$ MINE 1 s 300,000 3.5.1-8 ti 1/90 4 KING COUNTY, WASHINGTON, SURFACE WATE DESIGN MANUAL FIGURE 3.5.11 100 -YEAR 7 -DAY ISOPLUVIALS 8? -- 8.6 9 0 88 9. 9,? 9.8' 100 -YEAR 7 -DAY PRECIPITATION 3.4 — ISOPLUVIALS OF 100•YEAR 7 -DAY TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 OMIIes 1: 300,000 • 3.5.1 -14 rig iii �rll�i ��t�� ecvt 0 0 0 -- • vcy 1/90 15,0 1 13.0 • I 1 1 I , II 1 1 I\ 1 'I I I � `, I i � I1 11�11 I ,I I 11 111 III 111� 1 111 1 ■1 1 11 1 o 1 11 �\1 'I 111\r\ 1 11 i1 � 1 1;I 1 11/11 1 1 1 11 1 1 1 Il1I 1 111f 1 1 111 1 1i 1 \� \ X1 II1 \. I I Ij I II\ 1 1 III, 11\1 1111 1 I11 1 1 I 1 �1 1 1� I k I I ` ` 11 1 11\ ;1 I 1 . \1`111 11 1 \\\ I 1 11 Il i ) i� 1 ;1 1 1 11 I I ` 1 X 11 1 k 111 I \ I „, \\�; 1\\ 1 ' ��� I r1 \\\\\\\ `\ a T N • \ ` \ \ \ \ o \ O • N O. m c� N w SECTION H SECTION I 200' URBAN ENV. I rn O ISI 5fon " SECTION J 29.9 SECTION K SECTION L 0 10 25 9.9 SECTION M 29.9 100 29.9 29.9 . 2 9.9 2L9 TA,LIICNT LNC a 2 IR 30• ..ANT I LK 215 ::.IY..1..t :.S SHORELINE SITE CROSS SECTIONS FORT DENTIL BENCHMARK: NOG YON.. 0.01. DISC ON SOUTH FACE OF THE SOUTH OF S CONCRETE SUPPORT PIERS ON CENTERLINE OF UNDERPASS OF INTERSECTION OF HIGHWAY 405 A HIGHWAY 111 ELEVATION EQUALS 29.734 N.G.V.0. rea Al Capacity of the 12 ". pipe is.3.14cfs See Flowmaster Printout, . h erefore conveyance pipe is adequate: Th proposes conveyance system of one culvert PiPe and a swale. The drainage,will sheet flow into the swale from the parking lot. The system has been sized to handle the 25 year flow as calculated by the Rational Method. The area contributory to the swales consists of the parking lot and landscape areas, but excludes the building which will bypass this system. Because of the small drainage areas, Tc will be taken as 6.3 minutes. A 1=1.19 acres . Pervious area =0.39 Impervious =0.80 P =3.4 c =(0.39x0.25 + 0.80x0.9)/1.19 = 0.69 I =.0:80x3.4 = 2.72 Q` 0.69x2.72x1.19 = 2.2cfs .,..: .. . . ' . ' • '. . . '., ... ' '.. ••,'.. ..- ..... ' '. , '.. • '. ' v . 1 ' ''. . . . . „ . . .. . . .. . .. . . . . . . . . . . . . . . . , value). The impervious area contributory to the swale is 0.90 acres, and the perv Flowmaster Program (see attached printout). ..:Thestimiof concentration for the impery rking lot and landscape areas only. The ui d id tvii in O g Y calcu lated downspouts will bypass the swale fotiinhde:p6oa k B iofiltration Design: ac res. The two year, 24 hour rainfall is 2.0 inches. The required width of swale was calculated using the „ ious area was taken as 6.3 minutes (the • f orksheet'' Name: Fort Dent III omment Bioswale Design olve For Discharge iven Input Data: Bottom Width. 2 20 f t, Left ' Side Slope : 3 . 1 .(H :V) Right Side Slope.': <' 3.0 :1 (H :V) Manning' .s n.`.. 0.350 Channel Slope.. 0.0200. ft /ft Depth.... .. .. .. `0.50 ft omputed`Results: rapezoidal Channel Analysis &: Design '... Open Channel - Uniform flow Discharge.... ... 0.55 cfs Velocity.. 0.30 fps Flow Area. 1.85 sf Flow Top Width. 5.20 ft Wetted Perimeter.. 5.36 ft Critical Depth. 0.12 ft Critical Slope... 3.8751 ft /ft Froude,Number. 0.09 (flow is Subcritical Open Channel.. Flow Module, Version 3.12 (c) -1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, ■'' al Channel', AnalY016*:&:: . - Open'Channel-:- - , Fort Dent ,III le COnveyance Capacity..of Bioswa Solve For Discharge Given Inpu ' - Bottom Width..... 2.20 ft Left Side Slope . . 3.00:1 (H : V) Right Side Slope. 3.00:1 (H:V) Manning's n...... 0.035 Channel Slope.... 0.0050 ft/ft ' • Depth............ 0.50 ft Computed Results: Discharge.. Velocity 48 fps , Flow Area 1.85 sf Flow Top Width... 5.20 ft Critical Slope... 0.0297 ft/ft Wetted Perimeter. 5.36 ft Critical Depth... 0.31 ft Froude Number.... 0.44 (flow is Subcritical) Open Channel Flow Module, Version 3.12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 emporary Erosion and Sedimentation Control Plan The site is less than three acres and therefore a sediment trap would meet the design criteria, however a modified sediment pond is proposed as requested. Because of the flat site and the existing outlet conditions, the full depth of a sediment pond cannot be provided on the site. s , The proposed pond will function adequately given the small and flat site The design requirement is for 2080 square feet of surface area per cfs of 2 year inflow. The flow is 0.47 cfs. Surface area required = 2080 x 0.47 = 978 sqft. • , K I A C A• DECEMBER 18, 1997 JOB NO: 9763 KI 214E5 . • 3 :Oh f I t : EXPIRES I) — 830 Place N.E. Bellevue, WA 98008 Phone 425.644-6400 Fax 425.644-0 0 et „• : • , I, •, II. , , • , 1 • Rodf /5 to) LL.- 6PA-N = j":0157: 7,kr 9PekCii 0 115 t iw ic3 e, 00: _ 7 .9..rpo 4y, ar5o 4 pie. Lc.: it.R7 tt7, - 7 P560. 25 ir( • 0 k■ .5pAti J , 14 r Acoc./ C.-I/C (9, 6 uLt5" 51(.4*• fl - 7 Aucto t/1 (D /<, . 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WHO = ( Vcc) 1LW/C C�O VEP./I S v w/h/ /3.5 /45/6 22 (176 33 2 ZS� 7 oc2 1 - I`1,Q L' 0- LS.'L c a o y79 30 Project/Subject /aer Tim/ v z.t l�S/ _ 0 1"/ Date Job Nu. 97G 3 'nN ioa48 S c•g2n0t7 193 1 2Z / Z E , ill -� � l I ��e 119 9' 2Sr 0.171 . 55b'LI �, 1 � S 'c'l 0 ; . -7/Gg =Go (`A y = (I4 s /: s _.0 Ire OS J /;:y #r /) Q; — c »fr nor] (O/g f') Z xc b XGS1 ' SZ , L ( STY ) - -Co /0* 4 " (AP) c t (54-f) ' fhel Qty 41, M 'ow Q /St 1 V&- Vtprz 5r_`' 'J& I w — L (5t K KR 5 12.5 7.5 412 3 3X cog 2k2,- nioiZTH- (507 _z Tior /59- X.240 _ &33 + s 1e, Cec a) J)_4033(#0)x =1 i �3 C &AD ) =C133 � 5o ' rt 5O')X; - = 3), 0' 5(6 PO .5) - CP330V( x . (50tclo')x— . 4-f Ic. e (& DD ) = (o? C//I) x ( c ),i F. 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(is 1-4- 44 / 12- ° Covr S W//y0., ci,..16;JA 117 i/ 01- 771/45 r Ai* , sisd , col-3" , • W‘i t N.W53t cf - rei,E-...-Icri.c,cotAI - 7,3.10.coc Dote II/97 Sheet No. 1---11 Job No. 171 • 4 bef ,57p or ,D�/ tY ex) (c ,D 67N, Gam = -/4�3 ( r t_ V_`41,3K q5 _ ` # 4 Inc ?,z-sxf2 = 1 57 rV,,;, 1 kL _ baGX12. 9S' e_ 15 , 55PSI rtrevr- j s /x .3,23 Co,oca ( ' I — ' 13• /S- 3 . ocn • use.: Ix /4x46 G Project/Subject v F2)(Zr EUYT 3/ 4 Y Co, oC.Q KS l o. 5 -< 1 o1 q� t r (2 4t46)x?r3 x i2 33 icco -8 I g it ICo�- By Dote 1 2197 OK. 35 Sheet No. L Job Job No. y7 G r-cor,PIPpepi J�IC�N Project/Subject ,5 'b � - 0 . 1 5,`6 K 6 Zy I/ fifer O /T �JQ 4 38/ 24 - W zt 0 / / 7-5 loo /Of - 9ra ? /5-7 o,G.s3 /SA ti5.� Date 4E-- J8�a6; �lIG 4-�—' 12/q 7 .0-4* Sheet No. L _�3 Job No. 1 }Vu{ Vn • -< (),t5 x10 Vazoct x 7, 2,x (O x 3z 2� l oaat 7 2 '17.5 o K • or Protect/Subject .(00,00o p5I Vu= o. x1,87x(4d, 34-161.f ,257. -Ow 32 Bru 2 2 (l w w (o '(Coj c i15) L Z VA Vc 4 G to 0 , r. w e •0C =o`7 l 0 .cc C• / #7 cavr 3 4514.1 Nu.d fr e .,� (t• Z : 1 fC -+ c .2'!v f -ew. J -et,/ x %' ra ci.Z - �. L f 6x4 ?2 'Ma K • • cG1,3 � -O. 32 t 551.1a1 6x - 6,67,..." ur T P1 Date 12 / 7 Sheet No. Job No. 97/3 Q 3) t [ /C?N lU= °.7�X;.g7,c `�1:1:�:c 2(5.1.iC,► / "xi •5 � :.`'i'c��v k" 5 7 57 )2w l Z 000 Ati t3 io s- oz ti= 4,7 S ih u5; (5)_0'Y H, 0'40 / ,-. 8x •(# 4,21 �.� 4.1/04 r- 80uNDAgr &V&./7-5 ,4- R61.10 ,,E6o Lrha= O.("32 - !Z 7 ° ,ca, .z2 . ta,2 Z r?u-4/2 o,7sx1,37Xgr,Z 4cIsxl(g = a3 +47,a9 �3aZ 1 6.9 7 0.0. I1,2 X03$ 21 o. c. O. 2x3 i "70 !mss, a�'� , Project/Subject •••. •.•• fber SIT 3 /51/EA -Z , u.. 32 U tt r.•• Date 12/117 ks5 _o ,37 A31 Sheet No. G —/S Job No. /71 v )¢'1 de G 4.7 .k-1/ wiz DG — ,ofo,c. i Z , )ate )< Z�i ,c G L 2 I'roject/Subject 1 o,G3 �) � .5"" ,�Lf DY Date Sheet No. Job No. 97'-3 . = :a = == o== : <...Reactions LC 2 D ±L +SN >x -===== =--==-= Joint + --- - 'Forces. - + Moments Y Z. Mx My Mz K K- --- -- - -K -ft K - ft K -ft----- 2.62 32.77 0.00 0.00 0.00 0.00 4 : -0.22 67.60 0.00' 0:.00 0.00 0:00 0:22 67.60 0.00'. 0.00 0:00 0'.00 10.. - 2.62 32.77 0:00 0.00 0.00 0.00 Totals: 0..00 200.75 0.00 C en t er of Gravity Coords (X,Y',Z) .. (ft).. 37.500 6.421 0.000 rqat.c..V. Joint X in 1U 0.000 4 L -0.000 2 213 0.859 3 L -0.001 2 3 U 1.230 4 L 0.001 1 4 U 0.000 3 L 0.000 1 5 U 0.857 3 L -0.000 2 6U 1.217 4 L 0.000 1 7 U 0.000 4 L -0.000 2 8 U 0.854 4 L 0.000 1 9 U 1.210 3 L -0.001 2 10 U 0.000 3 L 0.000 1 11 U 0.853 4 L 0.001 1 12 U 1.206 3 L -0.003 2 =============== Joint X lc K 1U 2.62 2 L -8.08 4 4 U -0.07 1 L -14.02 3 =----< Envelope Translation lc Y lc in -0.000 3 -0.000 2 -0.003 3 - 0.007 2 -0.003 3 -0.008 2 -0.000 1 - 0.000 4 -0.006 1 - 0.015 4 - 0.007 1 - 0.018 4 - 0.000 1 - 0.000 2 - 0.006 1 - 0.014 2 - 0.007 1 -0.018 2 -0.000 1 - 0.000 4 -0.003 1 -0.010 4 -0.004 1 - 0.013 •4 Forces Y lc K 32.77 2 13.59 3 4 7.71 1 Z lc in 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 K 0.00 1 0.00 1 0.00 1 0.00 1 Displacements Rx •lc rad 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 Envelope Reactions > lc Mx lc K ft 0.00 1 0.00 1 0.00 1 0.00 1 MMMMMMMM ==.1201713=MML777..,Ii Rotation Ry lc rad 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Moments My lc X ft 0.00 1 0.00 1 0.00 1 0. 6'0. 1 Rz 1c rad 1 0.00028 2 1 -0.00614 4 1 -0.00023 1 1 -0.00337 3 1 -0.00009 1 1 -0.00132 4 1 -0.00001 1 1 -0.00674 3 1 0.00006 2 1 -0.00189 4 1 0.00000 1 1 -0.00085 3 1 0.00002 2 1 -0.00667 4 1 -0.00002 1 1 -0.00200 3 1 0.00001 2 1 -0.00080 4 1 -0.00010 1 1 -0.00665 3 1 0.00063 2 1 -0.00203 4 1 0.00015 2 1 -0.00114 3 Mz lo K ft 0.00 1 0.00 1 0.00 1 0.00 1 G-2 e' Member Sec 1 1 U L 2 U L 3 U L 2 1 U L 2 U L 3 U L 3 1 U L 2 U L 3 U L 4 1 U L 2 U L 3 U L 5 1 U L 2 U L 3 U L + Joint X lc 7 U 0.22 2 L -13.52 4 10 U -0.94 1 L -13.39 3 Tot: U 0.00 1 L -48.87 3 Axial lc K 32.77 2 13.59 3 32.17 2 12.99 3 31.57 2 12.39 3 8.20 2 0.04 3 7.60 2 -0.57 3 7.00 2 -1.17 3 70.11 4 27.71 1 69.51 4 27.10 1 68.91 4 26.50 1 16.66 4 8.08 1 16.06 4 7.48 1 15.46 4 6.88 1 67.60 2 27.71 1 67.00 2 27.10 1 66.40 2 26.50 1 Forces Y lc K 67.60 2 27.71 1 48.10 4 14.17 1 200.75 2 83.75 1 _< Envelope Reactions > < Envelope Shear y - y K 8.08 -2.62 7.99 -2.62 7.91 - 2.62 0.49 3 , -5.19 2 0.41 3 - 5.19 2 0.32 3 - 5.19 2 14.02 3 0.07 1 13.94 3 0.07 1 13.85 3 0.07 1 12.50 4 0.19 1 12.42 4 0.19 1 12.34 4 0.19 1 13.52 4 -0.22 2 13.44 4 -0.22 2 13.35 4 -0.22 2 Z lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Mx lc K -f t 0.00 1 0.00 1 0.00 1 0.00 1 Section Forces > Shear lc z -z lc K 4 0.00 1 2 0.00 1 4 0.00 1 2 0.00 1 4 0.00 1 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Moments My lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 Mz lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 Moment Moment Torque lc y -y lc z -z lc K -ft K -ft K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 17.72 2 0.00 1 0.00 1 -54.23 4 0.00 1 0.00 1 35.44 2 0.00 1 0.00 1 - 107.90 4 0.00 1 -16.64 1 0.00 1 -44.33 2 0.00 1 -2.69 1 0.00 1 -43.25 3 0.00 1 25.69 2 0.00 1 -45.72 3 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.49 1 -94.35 3 - 0.97 1 - 188.14 3 63.47 4 1.62 1 1.28 2 -20.64 4 -0.91 1 - 104.19 4 0.00 1 0.00 1 1.46 2 -90.97 4 2.93 2 - 181,38 4 7I Member Sec 6 1 U L 2 U L 3 U L 7 1 U L 2 U L 3 U L 8 1 U L 2 U L 3 U L 9 1 U L 2 U L 3 U L 10 1 U L 2 U L 3 U L 11 1 U L 2 U L 3 U L -__ == ==lisaf < Envelope Section Forces Shear Shear Moment Axial lc y -y lc z -z lc Torque lc y -y lc K K K K ft K ft 15.92 2 7.22 3 15.32 2 6.62 3 14.72 2 6.023 48.10 4 14.17 1 47.50 4 13.57 1 46.90 4 12.97 1 12.70 4 9.68 4 4.42 1 2.07 1 12.10 4 9.60 4 3.82 1 2.07 1 11.50 4 9.51 4 3.22 1 2.07 1 6.78 3 - 2.56 2 6.93 3 -2.56 2 7.0 3 - 2.56 2 32.20 4 2.07 1 32.36 4 2.07 1 32.51 4 2.07 1 5.60 3 -2.33 2 5.75 3 -2.33 2 5.91 3 - 2.33 2 11.57 3 - 0.45 2 11.49 3 -0.45 2 11.41 3 - 0.45 2 13.39 3 0.94 1 13.31 3 0.94 1 13.23 3 0.94 1 23.37 2 8.54 1 - 0.44 1 - 12.26 3 - 9.43 1 - 36.88 3 7.00 2 - 1.17 3 - 0.15 1 - 4.85 4 -3.51 1 -12.09 4 24.61 2 8.99 1 0.00 2 -9.19 3 - 8.99 1 -33.80 3 12 1 U 20.17 4 7.24 2 L 1.88 1 -0.51 3 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 e0 .Nr,Vkit . I: 040•0491".10n 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Moment z -z lc K ft 0.00 1 54.11 3 0.00 1 -4.30 2 0.00 1 -0.36 1 0.00 1 -23.74 3 0.00 1 1.73 2 0.00 1 - 101.03 3 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -6.35 1 0.00 1 -90.13 3 0.00 1 -12.70 1 0.00 1 - 179.71 3 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 44.37 4 16.64 1 9.32 2 - 20.69 4 - 11.26 1 -85.20 4 79.76 2 - 66.38 3 - 21.29 1 -66.91 3 240.24 3 40.45 1 25.69 2 - 45.72 3 -7.93 1 -20.21 4 85.69 4 14.94 1 103.73 2 - 11.24 4 - 18.33 1 -50.22 4 218.65 3 37.85 1 29.95 2 - 35.13 3 ,v..u... � :- - ? >r,.:..v,!,wro•. »srr.s,c Member Sec Memb Sec 2 TJ L 3 TJ L 13 1 U L 2 U .L 3 U •L 14 1 U L 2 U L 3 U L 3 1 U L 2 U L 3 U L 2 1 U L 2 U L 3 U L 3 1 U L 2 U L 3 U L Axial lc K 20.33 4 1.88 1 20.48 4 1.88 1 4.17 3 - 2.56 2 4.32 3 -2.56 2 4.48 3 - 2.56 2 9.21 4 2.07 1 9.36 4 2.07 1 9.51 4 2.07 1 x in 0.000 '1 0.000 1 - 0.001 3 -0.003 2 - 0.003 3 - 0.007 2 -0.003 3 - 0.007 2 -0.003 3 -0.008 2 -0.003 3 -0.008 2 0.000 1 0.000 1 -0.003 1 -0.007 4 - 0.006 1 -0.015 4 L Envelope Shear Y K 0.00 1 - 3.87 3 -3.36 1 -11.11 4 25.86 2 9.43 1 1.25 2 -9.58 4 - 8.54 1 -34.19 4 7.48 2 -1.22 3 0.24 2 -4.58 3 - 3.22 1 -11.50 4 _ < Envelope Translation lc y lc in 0.000 0.000 0.019 -0.486 0.001 -0.859 1 1 2 4 2 3 0.001 2 -0.859 3 - 0.003 1 - 1.090 3 -0.001 1 - 1.230 4 0.000 1 0.000 1 -0.000 1 - 0.527 3 0.000 2 -0.857 3 lc Section Forces (- Shear z -z lc Torque lc K K - ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Section Deflections > lc Rot x lc rad z in 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 1 1 1 1 3. 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 Moment y -y lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Def is as L /n(y) lc rad NC 1 NC 1 NC 1 333.4 4 NC 1 188.5 3 NC 1 NC 1 'NC 1 703.3 3 NC 1 436.0 4 NC 1 NC 1 NC 1 307.5 3 NC 1 189.1 3 Moment z -z lc K -ft -7.00 1 -15.37 4 78.26 4 14.03 1 110.95 2 - 16.70 4 - 21.29 1 - 58.48 2 222.78 4 29.34 1 31.68 2 - 39.40 3 -3.18 3 - 16.56 2 85.20 4 11.26 1 Lin Ratios L /n(z) lc rad NC NC NC NC NC NC NC NC NC NC NC .NC 1 1 1 1 1 1 1 1 1 1 1 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 Memb Sec 4 1 U L 2 U .L 3 U L 5 1 U :L 2 U :L 3 U L 6 1 U L 2 U L 3 U L 7 1 U L 2 U L 3 U L 8 1 U L 2 U L 3 U L 9 1 U L 2 U L 3 U L 10 1 U L 2 U L x lc in -0.006 1 -0.015 4 -0.007 1 - 0.017 4 -0.007 1 - 0.018 4 0.000 1 0.000 1 -0.003 1 - 0.007 2 -0.006 1 -0.014 2 -0.006 1 -0.014 2 -0.007 1 - 0.016 2 -0.007 1 - 0.018 2 0.000 1 0.000 1 - 0.001 1 - 0.005. 4 - 0.003 1 - 0.010 4 - 0.003 1 -0.010 4 -0.003 1 -0.011 4 - 0.004 1 - 0.013 4 0.859 3 -0.001 2 0.858 3 -0.001 2 0.857 3 -0.000 2 1.230 4 0.001 1 1.224 4 0.001 1 Envelope Translation y lc in 0.000 2 - 0.857 3 0.001 2 -1.058 4 -0.000 1 -1.217 4 0.000 1 0.000 1 0.001 2 -0.522 4 - 0.000 1 - 0.854 4 - 0.000 1 - 0.854 4 - 0.000 1 -1.057 3 0.001 2 - 1.210 3 0.000 1 0.000 1 -0.007 1 -0.520 3 -0.001 1 - 0.853 4 -0.001 1 -0.853 4 0.010 2 -1.051 4 0.003 2 -1.206 3 -0.003 3 -0.007 2 - 0.047 1 -0.156 3 - 0.006 1 -0.015 4 - 0.003 3 - 0.008 2 -0.021 1 -0.057 4 Section Deflectic 2 lc Rot x lc in rad 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 0.000 1 0.00000 1 >- _ Defls as L/n Ratios L /n(y) lc L /n(z) lc rad rad NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 801.8 4 NC 1 NC 1 NC 1 448.6 4 NC 1 NC 1 NC 1 NC 1 310.2 4 NC 1 189.6 4 NC 1 NC 1 NC 1 800.4 3 NC 1 455.9 3 NC 1 NC 1 NC 1 311.3 3 NC 1 189.9 4 NC 1 NC 1 NC 1 818.8 4 NC 1 4a8.0 3 NC 1 NC 1 6795.1 1 1961.4 3 NC 1 NC 1 NC 1 NC 1 NC 1 5725.3 4 NC 1 NC 1 NC 1 NC 1 NC 1 ' NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 .NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 .NC 1 NC 1 NC 1 Memb Sec x - - - - - in 3 U L 11 1 U :L 2 U :L 3 U .L 12 1 U L 2 U L 3 U L 13 1 U L 2 U L 3 U L 14 1 U L 2 U L 3 U L 1 2 3 4 5 6 7 8 9 10 0.414 0.173 0.793 0.400 0.762 0.381 0.721 0.325 0.794 0.362 Envelope Section Translation lc y lc z in in 1.217 4 -0.007 1 0.000 0.000 1 -0.018 4 0.000 0.857 3 -0.000 2 0.855 3 0.000 1 0.854 4 0.000 1 1.217 4 0.000 1 1.213 3 0.000 1 1.210 3 -0.001 2 0.854 4 0.000 1 0.854 4 0.000 1 0.853 4 0.001 1 1.210 3 - 0.001 2 1.208 3 - 0.002 2 1.206 3 -0.003 2 - 0.006 1 -0.015 4 - 0.038 1 - 0.102 4 -0.006 1 -0.014 2 - 0.007 1 - 0.018 4 - 0.020 1 - 0.046 4 -0.007 1 - 0.018 2 - 0.006 1 - 0.014 2 - 0.047 1 -0.128 2 - 0.003 1 -0.010 4 -0.007 1 -0.018 2 -0.011 3 -0.045 2 -0.004 1 -0.013 4 - < Envelope Unity Shear Memb Chk Loc lc Chk Loc lc 3 4 0.077 1 y 1 2 0.049 1 y 3 4 0.133 1 y 3 4 0.118 1 y 3 4 0.128 1 y 3 4 0.110 1 y 3 4 0.127 1 y 3 4 0.092 1 y 3 3 0.349 3 y 3 4 0.115 3 y 4 2 3 4 4 3 3 4 3 4 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1• 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 16.94 16.94 16.94 16.94 16.94 16.94 16.94 16.94 10.24 10.24 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 Deflecti; > is Rot x lc rad 1 0.00000 1 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 AISC Unity Checks > Fb Fb Fa yy zz Ksi - - -- Ksi - -- -Ksi 21.60 21.60 21.60 21.60 21.60 21.60 21.60 21.60 23.76 23.76 Defls as L/n Ratios L /n(y) lc L /n(z) lc rad rad NC 1 NC NC 1 NC 1 NC 1 NC 1 9340.8 1 3423.4 2 NC 1 NC 1 Cb 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 7270.4 1 2634.0 2 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.85 0.37 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 NC 1 '.:,Cm Cm ASD yy zz Eqn 3 H1 -2 H1 -2 H1 -2 H1 -2 H1 -2 H1 -2 H1 -2 H1 H1 H1 -. •• ..,; . • • •" „ . . e „ ' Unity • Loc lc 11 0.722 3 3 12 0.295 3 4 13 0.731 3 4 14 0 294 3 4 .0.320 3 y 3 0.105 3 y 4 0.324 3 y 4 0.3.09.3 y:4 nvelope AISC,Unity C ec = Shear Chk Loc lc `5R,TtNATii,),-,m Fb Fb Cm ASD Fa yy zz Cb yy zz Eqn -- - -- - --- 10.24 27.00 23.76 1.00 0.60 0.85 H1-2 10.24 27.00 23.76 1.00 0.60 0.85 H1-1 10.24 27.00 23.76 1.00 0.60 0.85 H1-2 10.24 27.00 23.76 1.00 0.60 0.85 H1-2 .. rwrv• N'.. wtrtkl iiOi�ChDF. AYrtKMGi� .Y�Yrw.�wrw _.._ _�....�v.+u.r.w. ... ... ...wWw.../q.Mt 6NM50.10,0104M.1101Nafte z x 9 ;c2 , y O Project/Subject fo2T J a j '' srJJrF E!, SJ1�� v✓ /6,>4.g9 v✓) I 7 j� ?4 >c9 ,< 9 1 J. L ."/ )1_>4 g9 v srr`/; 2 1 i).270 by , Date . Sheet No. -z7 Job Job No. /76, steel frame elevation U 4 - .3;9 ; Project/Subject L . 3."4 Z,,98 Jul o, 3z 6, _ —fi G 33 Z= -r - 3 %�� <) . 3 '6`P '-;- I L"`3�' By I)0w 3 /oc Sheet No. Job Nu. 74 0 1G 9, 7 ,- T.� .,✓)Zx GS o, G:. O P , ,,p* :� A' J9� j 58•G.)e)Z ,,✓. � ) s , ) ,o* ` .9, —� X974, 7.Z1 J-1r -+- - G'~' 1 - g ),° ¢-1- 7• Z l r- o �J 4-.4-. ev G3�) ?S < � IS z4;) fp- A. _ ,,, 44 721 o _77Z + -o3�a =- By Dote .y, Sheet No. G -3o Job No B 7AS coNIUN , r )t Y 4- )1 / G � - ) , �_ 2 4- ), 4-6 9-) , �%II J-) 3 �.✓ YEil /Gy co 3 x 1 .> % 7�)c - � = � .)%xJ v"J -'2 s ) 71,t ) 3 ) )6 q) ) )Li. 2 !J Jd ) 2 i y3I3 - .5,a 4- PGf GGe oG - 4 7,4 � - 5 fG� PGA )I)5 >'G` o j 1j f 2 _) C x.5 -►' ) , z8X) 2 JJ) PG` 0 Project/Subject a By Sheet No. ) � 9 ...0 971i HEIGHT = THICKNESS = DEPTH= REBAR Fy= CONC. f'c= Es /Ec n= e= Plu= P2u= Plu +P2u= Wu= Pls= P2s= P1s +P2s= Ws= T,' _✓�,e T � i .✓� 13.5 5.25 2.5 60 4000 8.1 4 2.77 1.67 4.44 0.024 2.3 1.59 3.89 0.017 a, ri/p/- REBAR= 0.15 p bat= 0.029 Ac0.75pb= 0.641 As eff= 0.224 p= 0.007 PHI = 0.865 C= 0.388 Icr= 8.33 Mn= 31.39 PHI *Mn = 27.14 TRY DELTAu= 1.84 CALC Mu= 20.22 CALC DELTAu= 1.84 TRY DELTAs= 0 CALC Ms= 9.22 CALC DELTAs= -0.94 H /100= 1.62 g 1 G` ,.1 4 -l J. a13 -r 2.19 = z 7 r /y" r / /S x 64 s - 13 >.► ),, ),s,,, z �i�- , ),oS�c J,�y ).J7 /G/ DELn= Mu= H /150= Ac0.60pb= .04f'cAc= Ms= DELs= 0 U Project/Subject 2.857 24.73 1.08 0.513 10.08 13.42 -0.7 $DELu -0.03 %DELs= -100 Ig= 144.7 Mcr= 17.43 DELTAcr = 0.091 Date She Nu. w- Job No. � 76> post detail V 4 Project/Subject Date By CT 124,7 Sheet No. Jub No.,, J 3 c) HEIGHT= THICKNESS= DEPTH= REBAR Fy= CONC. f'c= Es /Ec n= e= Plu= P2u= Plu +P2u= Wu= Pls= P2s= P1s +P2s= Ws = Project/Subject 13.5 9 7 60 4000 8.1 4 13.86 6.2 20.06 0.119 11.52 5.91 17.43 0.085 Low 6,e ��'.✓vGG >�yf'E'/� i•`/1 D, v 8.3 ,le--fr" ww-- — ar)J . _l_ di o 72 REBAR= 0.72 p bal= 0.029 Ac0.75pb= 1.796 As eff= 1.054 p= 0.013 PHI= 0.807 C= 1.824 Icr= 253.1 Mn= 393.8 PHI *Mn = 317.8 TRY DELTAu= CALC Mu= CALC DELTAu= TRY DELTAs= CALC Ms= CALC DELTAs= H /100= 0.192 64.1 0.192 0.052 47.18 0.052 1.62 t7)_ *7 oiA DELn= Mu= H /150= Ac0.60pb= .04f "CAC= Ms= DELs= �' J%s :----(o A-, 4- ) , 8) - 114 lJi__5 i F i r , - =-- & 15 4- Z. )9)) 'Z , �)3'II ,e- P P-5 .- J )4 i z --7 ,.. - 0 , j ". r--- .....6) -e.g., fz - ) ' oS S%]'J 1,0 �� " I) 1.18 83.92 1.08 1.436 17.28 65.1 0.099 %DELu= -0.05 %DELs= 0.677 Ig= 729 Mcr= 51.23 DELTAcr= 0.053 By // )Z /j7 bis N u. Job Nu. HEIGHT= THICKNESS= DEPTH= REBAR Fy= CONC. f'c= Es /Ec n= e= Plu= P2u= P1u +P2u= Wu= P1s= P2s =. Pls +P2s= Ws= 13.5 9 7 60 4000 8.1 4 2.9 3.05 5.95 0.119 2.45 2.9 5.35 0.085 �/f'1'�i� / 19 � , -" fog- �,✓,,,.. s , 6'#J) ) 4y) j� / ,,,, I 0"72 REBAR= p bat= Ac0.75pb= As eff= p= PHI= C= Icr= Mn= PHI *Mn = TRY DELTAu= CALC Mu= CALC DELTAu= TRY DELTAs= CALC Ms= CALC DELTAs= H /100= )- o,,�`�C .1p2© x / 13�� 1 y� J Ti l 2- J Z 0.72 0.029 1.796 0.819 0.01 0.872 1.417 218.2 314.4 274.3 0.136 39.14 0.136 0.046 28.38 0.046 1.62 o• ' DELn= Mu= H /150= Ac0.60pb= .04f'cAc= Ms= DELs= Project/Subject d o- 1.093 44.83 1.08 1.436 17.28 33.91 -0.02 %DELu= -0.03 DELs= -0.23 Ig= 729 Mcr= 51.23 DELTAcr= 0.053 9 �- > p �s 73 , 31 3 -� o , 4;9 ,� /��- 2S 4,j- 1/5- nw o,X° By Dute tibeet No. I Y O Project/Subject V 7;"!....e ' ? > 2:70 KJ _Q By Dote ) " Sheet No. Job No. l�� HEIGHT= 13.5 THICKNESS= 5.25 DEPTH= 4 REBAR Fy= 60 CONC. f'c= 4000 Es /Ec n= 8.1 e= 4 Plu= 7.97 P2u= 3.57 P1u +P2u= 11.54 Wu= 0.069 Pls= 6.62 P2s= 3.4 P1s +P2s= 10.02 Ws= 0.049 ,-. - _e P.9 ,yP6 —- a,8" ter � ..�. i f).5 6 4'9 a- l i .0)...7.) �' i + _ ,10 �/J ilk ,(,58 4- 2)1,►) (2,f7s) - 7 /7 �/J fy s , . i,S,L z)4 0 1 .0- ) 24.- -- & i, - 3 •44' 0 , /h,' REBAR= p bat= AcO.75pb= As eff= P= PHI= C= Icr= M = PHI *Mn= 0.31 0.029 1.026 0.502 0.01 0.808 0.869 42.51 109.4 88.46 TRY DELTAu= 0.782 CALC Mu= 43.83 CALC DELTAu= 0.782 TRY DELTAS= 0.174 CALC Ms= 28.38 CALC DELTAs= 0.174 F! /100= 1.62 i - ) � a ©g-) DELn= Mu= H /150= Ac0.60pb= .04f'cAc= Ms= DELs= " 7.7 J 71,,,z, • Project/Subject 1.952 57.33 1.08 0.821 10.08 37.46 0.496 %;DELu= 0.027 %DELs= 0.282 Ig= 144.7 Mcr= 17.43 LELTAcr= 0.091 By Di" � Z� .. Sheet , �( Job No. ,971 • N . ', • 1 • • o z o • %. • • , • O U Project/Subject Uy Date )Z/1 i w ti Shea No. Job No. zzr .4) By lute 11--47 Sheet No. ) e p Job No. 7.5 k - T 03 YIN Project/Subleet 2- - P.1 75 By Sheet Job No., 7J5 v HEIGHT= 13.5 THICKNESS= 5.25 DEPTH= 4 REBAR ry= 60 CONC. f'c= 4000 Es /Ec n= 8.1 e= Plu= P2u= Pte +P2u = Wu= P1s= P2s= Pis +P2s = Ws= 4 ) -1 / T_- ,d mo '9' 3 67 P s % (/ 91 ->~- JfX) (' 4 -., 43 / = G, J 4- le /i per- -(, co 4-;,)J)) ( z - -7.39 , U ' ' S> l 9-, �s ..r._ � l�sl z x (ate .� 1 z 2�> � zG /�� rip. - ) se 4- zG — 4 4 ?4' Project/Subject 4 7.39 4.47 11.8 0.064 6.14 4.26 10.4 0.045 — •�4-5" x)'4'l REBAR= p bat= Ac0.75pb= As eff= p= PHI= C= Icr= Mn= PHI *Mn = TRY DELTAu= CALC Mu= CALC DELTAu= • TRY DELTAS= CALC Ms= CALC DELTAS= H /100= 0.31 0.029 1.026 0.508 0.011 0.806 0.878 42.78 11 0.724 40.86 0.724 0.151 26.15 0 1.62 17 ) _ o, 4-� -o, a6.4P DELn= Mu= H/150= Ac0.60pb= .04f'cAc= Ms= DELs= Dy 1.958 55.5 1.08 0.821 10.08 35.31 0.46 %DELu= -0.04 %DELs= 0.214 Ig= 144.7 Mcr= 17.43 DELTAcr= 0.091 Sheet Nu. Job Nu. 5' 7d, v a L sm, Z- r „,2„ 9 2- :. ��z�Z�� ZASS 044 4 ( >a �- � � � + 1 (CZ ) -►- ) , 76If) - • - ) 7 —x, 1 7 ProjuctJSubjuct sy> - q-x6tO =) fi;64,) ); 0,7 )4,. By Date i2 4 Sheet Nu. )4 Job No. \� f 7S�) x 0r ,3 sL (3° ) f-17 x) ) '2 )?J. ) A' Z Sg- .e .x;12 ) 4-t e=2 4077 o, 3Z N b>>z, ,4y I G X 60 37 2 o 407 37�) z)el- )S I U l'ruject/Subject ) SZ <, °� G� Z g -1-p.o yl By a flute Sheet Nu. Job No. '7" 3 • J d, C s0JJ• -JG G ✓E��✓J� J . 9-3,< zm .x z%x) 0 3 - ) 1� ) =z' 2 34 - 0 .tee �yL .J.7✓.Y4-Tii� )4 ` 0,1d .eG` , ■ o is y� j z 0, 3 ) ) t q' Go} J7 Con , 3 )) ��- 8), ti r e%• 4 ='),7 ) n v Project/Subject Date ) ?/.9 Sheet No. Job No. 9713 • , • Jf J 0 Project/Subject 4 By Sheet No. e Date Job No. 3 -f , V (/ '•fir .nrq pails .2 3 fgnS/pafad C) O Project/Subject Cod 6_7) --.5 #4 . ,,‘O Z- Cz)- � EPf‘ ri➢�.S lo liy Dote Sheet No. Job Nu. _ y .7, 3 t_ HEIGHT= THICKNESS= DEPTH= REBAR Fy= CONC. f ' c= Es /Ec n= e= P1u= P2u= Plu4 P2u= Wu= Pls= P2s= Pls +P2s= Ws= I7) 14 6 4.5 60 4000 8.1 5 3.28 0.76 4.04 0.029 2.75 0.73 3.48 0.02 0 Project/Subject REBAR= p bat= Ac0.75pb= As eff= p= PHI= C= Icr= Mn= PHI *Mn = TRY DELTAs= 0 CALC Ms= 12.87 CALC DELTAs= -0.02 H /100= 1.68 TRY DELTAu= 7.82 CALC Mu= 48.32 CALC DELTAu = 0.867 '4 * ) J I '75 0.3 0.029 1.154 0.367 0.007 0.872 0.636 45.46 93.23 81.29 y "; �•�� 4-, o y`:7 / a= 0. DELn= Mu= H /150= Ac0.60pb= .04f'cAc= Ms= DELs= %DELu= 802.2 %DELs= -100 Ig= 216 Mcr= 22.77 DELTAcr= 0.086 By 1.672 23.48 1.12 0.923 11.52 16.77 -0.05 , Date ` 9, 3 Sheet No. Job Nu. 971 3 V 4 G s , i5- )9.4 72., )� v Project/Subject 7-71 7 ?v , g ' ).4' 675 1, 7& ))).el' )1 ' ?% ) ,Y x ) . , 03 .�--� „ )t ■s =: x G ,>4.. 4. G 0,37 Yl (s�Jf# !/ C� ✓� -�� ' (e)_ *7 Dote d Sheet No. Gf �� Job No. 830 179th Place ::N. E. Bellevue. WA 98008 'Phone; 425,644.6400. Fax 425,644.0463 O3W REVISION Na 0/4 Web Op n ilost4 fie8121999 12/22/1590 16:00 20E6440463 KIA CO r . �, - C Al � = .,< gi J A4-) 3 ,Y z• N,u V h biw ,✓© , rd_7 ' b/ " /JA," .ro �crd�. , r'G - 4 , F f�/� G e.00 !2 �i `.�.� per• -�Jb- e �!/J' v� !/r✓i1' �G�.'/6 y1rj 40) //5 E I d 4 v J� C-' 1/. 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' 1 ' I • 1 '' • I •.. 1 • DETAIL: CONDENSER_RAIL SEISMIC HOLE) DOWN Scale: NONE 8 ti l .•• • • • • 4 4 . • • 1 • • • • .•1 _ • • • •• 4. • • •. 12/22/18 PAGE: a4" 144" 4..)4 1" v 1:1) %.//7 "Olir ..efe" ,l'W \:::1 PETAL: SEISMIC HOLD DOWN FASTNER LOCATIONS Scale: NONE I 7i3 9d1 DETAIL: SEISMIC ANGHORINS GONGRETE GURU Scale: NONE ATM COMMENTS: G_ __( 0"r/G1e...4 ' BY- / 0011 �,y,fi. 9,ezoo DA's?_ ) z —) d —Y.8 JOB NO; ,97 - SUBJECT: ,�m.C.we%• FAX NO: 4'0.5 3707 COPY TO / L- « -e/f / G 0/ ~' 830 179th Place N.B. Bellevue, Washington 98008 (425)644 -6400 FAX (425)-644.0463 PAGE: 1 OF VF 12/16 1439 2066440463 • , Je- I J )d- )14r •)( alAt ev / ga ,d740.>" 46., V, IA CO • 4".e:PG, 110 PACE OE • A u.. 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' y,e f 's1 AQ. „,, -,La ; ii:k •lflOf 4003 01 01E .L*.Lx.k a NOli0111 V1 Ti! 60 010 N340 • 3 .1r0 .a iaNaVI.+ 31ON , � "f I'd1 C1 Na3S% 00S f) n 0 4a 3Ebd GO bI >I 6..'vihh390( 6E :ht S.j6t /9t;i,' 11111111111 • III United States Gypsum Comp - v I / 4 • \ - r I • tri 'cr USG Cavity Shaft Wall Systems 4 1010 Pq • , f '•• ; . • (.• ) ' i ) -•( I ■, - t c RECEIVED ciTY OF TUKWILA 7 '1999 r LiRMIT CENTER .e........_.._.....u..- ._.Y..w� era. r.. . •,....s.s "'RFWJxMt, ... T. �flN. K,\ 1fMIll�N➢ M�dIYaFiMN" C# T1RiMYiIYJ N�MFik' MM1610.WFX:'ML'll+s4'I�Pi`RS%pl Fire - Resistant Drywall Partitions for Enclosing Shafts in Multi -Story Buildings 2 -hour assemblies Double layer one side Stairwells 2 Cop 1990 United States Gypsum Company Elevator shafts Single layer both sides Description USG Cavity Shaft Walls offer high performance characteristics and greater economy than other shaft walls. Engineered design of the C- H /CH -L stud system provides a thinner, lighter weight assembly that offers faster installation and lower material costs, producing lower in -place costs as well as savings in structural steel. In addition, USG Shaft Walls provide up to 4 -hour fire resistance and sound ratings to 51 STC. They resist intermittent lateral loads up to 15 psf; also resist fatigue failure under cyclic lateral loading. USG Cavity Shaft Walls are non -load bearing gypsum board partition assemblies designed for erection from outside the shaft at each floor. Shafts are enclosed early in construction, the walls finished later along with interior partitions. This fast - installation feature combined with low -cost materials and high performance values makes USG Cavity Shaft Walls superior enclosures for elevator and mechanical shafts, air ducts and stairwells in multi- story buildings. The C- H /CH -L Stud shaft wall system uses lower -cost studs and gypsum panels than other shaft walls. Dead load is 10% less for a partition having 2 -hour fire resistance and equivalent structural strength. In addition to a 1 " deep x 22 wide vertical chaseway, the C- H /CH -L Stud used has 1" dia. holes 16" from each end for horizontal conduit runs. A 3" deep chase to carry electrical elevator controls is available with the 4" C- H /CH -L Stud. The assemblies are simply constructed of SHEETROCK brand Gypsum Panels, FIRECODE C Core (Type X), Of IMPERIAL FIRECODE C Gypsum Base and veneer finish, steel studs and runners, and SHEETROCK brand Gypsum Liner Panels. SHEETROCK brand Gypsum Liner Panels are installed vertically between USG Steel J- Runners attached to floor and ceiling. Panel edges are inserted into specially formed USG Steel C- H /CH -L Studs spaced 24" o.c. The 2 -hour shaft wall is completed with double -layer 1/2" thick gypsum panels and a United States Gypsum Company joint Mechanical shafts Air ducts system, or with gypsum base and veneer finish applied to one side. Where both sides of the wall must be finished, single -layer panels are applied each side of studs. A 1 -hour assembly is obtained with single-layers/8" thick face panels. Additional layers of panels are installed in 3 and 4 -hour fire -rated construction (see details, page 3). Liner panels have a special fire - resistant core and multi - layered green paper facings that are treated to resist moisture penetration. The panels are 1 " thick, 24" wide and have beveled edges. SHEETROCK brand Gypsum Panels, FIRECODE C Core (Type X), for these systems are 1/2" or %" thick and 4' wide. IMPERIAL FIRECODE C Gypsum Base, 1 /2" or 5 /e" thick and 4' wide, has a high- strength, high - density core covered with special- absorption face paper for a veneer finish. USG Steel J- Runners, C- H /CH -L Studs and E -Studs are formed from hot - dipped galvanized steel. Engineered Performance to Meet Design and Fire Protection Requirements Walls that enclose elevator shafts, stairwells and other vertical shafts are the most important walls in a building from a life -safety standpoint. Should a fire occur, firemen use the elevators to reach the fire; the stairwells provide the only means for human egress within the building. Since these walls contain the life -lines of the building, they must be structurally strong to withstand lateral loads and provide needed fire protection. USG Cavity Shaft Wall Systems have been designed and tested using accepted engineering practices with deflection criteria of U120, L/240, and U360 clear partition heights. A wide range of product and installation combinations is available to meet performance requirements: intermittent air pressure loading of 5, 7 10, 15 psf; vertical heights in three stud sizes and four steel thicknesses to accommodate lobbies and mechanical rooms (see Limiting Height Table, page 5). A 2 -hr. fire - resistant rating, a common building code requirement, is met with USG Cavity Shaft Walls —UL Design No. U438 and U467. A 2 -hr. fire - resistant assembly using DuROCK Interior Cement Board on the finish side is also available —UL Design U459. Up to 4 -hour fire - resistance ratings and excellent sound control are offered with modified assemblies (see test data, page 3). Surface burning characteristics for 1" SHEETROCK brand Gypsum Liner Panels are flame spread 20, smoke developed 0. Many assembly details for doors and other penetrations of USG Shaft Walls have been tested for compliance with 2 -hr. fire ratings (see pages 6 to 8). Faster Completion — Earlier occupancy USG Cavity Shaft Walls erect easily using components and application procedures familiar to mechanics. Cavity Shaft Walls, because they are erected without adhesives, install faster than other multi -layer gypsum panel systems. All USG Cavity Shaft Wall Systems install from each floor, leaving shaft free of scaffolding. Elevators go in months earlier than with masonry enclosures — ready to move men and materials to floors when they are needed. Jobs move faster, schedules are more easily met and buildings can be occupied sooner. A 2hr. T 2hr. 3 ,�' wt. 9 2 hr. Ts.r. b. • 3W wt. 10 2hr. est 4 wt 9 wI. 10 3 hr. est 4W wl. 12 4 hr. esl Economy USG Cavity Shaft Walls utilize low -cost materials and a minimum number of components. The assemblies are lightweight, ranging from the exceptionally low 9 psf for 2 -hour systems to 16 psf for the 4 -hour assembly. In high -rise buildings, where masonry shaft enclosures can weigh up to 45 psf, USG Cavity Shaft Walls offer an opportunity for significant savings in structural framing costs. Sound Control The standard Cavity Shaft Wall assembly offers 39 STC rating; 47 STC can be obtained by adding 1 " THERMAFIBER Sound Attenuation Fire Blankets (SAFB) within the partition cavity and 51 STC with RC -1'" Resilient Channels and 1 1 /2" THERMAFIBER SAFB. Provide Airtight Seal With SHEETROCK Acoustical Sealant applied to partition perimeter and penetrations, the assemblies resist air pressure surges up to 15 psf (see details). This minimizes whistling and dirt accumulation due to air movement in elevator shafts. Strong, Rigid Studs Engineering design has developed the unique C- H /CH -L Stud, a strong, rigid and highly efficient structural member. The stud flanges provide friction -fit contact along the entire liner panel length to eliminate rattles. When used with J- Runners and gypsum liner panels, the C -H Stud produces a stronger, sturdier wall permitting greater limiting heights compared to competitive systems. Impact- Resistant USG Cavity Shaft Walls subjected to impact proved to be rugged and durable. Wall was impacted with a 60 -lb. sand bag. In the test, three impacts each were made at 15 ft. -lb., 30 ft. -lb., and each following 15 ft. -lb. interval until failure. At 270 ft. -lb. the test was stopped; Test Data* RC -1 '" Resilient Channels THERMAFIBER Insulation Fin -nt.d coastaetloo Acoustical asthmatics Firs rating Detail & physical data Dacriptba A test no. SIC Doscriptisa 8 bit no. 1 hr. T { , Cavity Shalt Wall Gypsum Drywall -3b" SHEETROCK brand gypsum panels, FIRECODE C N/A 3' /e' core. one side - SHEETROCK brand gypsum liner panels set betw USG steel C -H studs �' tc`:.'; >r•` :.� 24" o.c.—panels applto side opp liner panels 8 screw att—joints fin— flrerating also applies wt 8 with IMPERIAL FIRECODE C base and veneer finish surface —UL Dos U441 Cavity Shaft Wall Gypsum Drywall -2 layers 1 h" SHEETROCK brand gypsum panels, FIRECODE C core, one side -1' SHEETROCK brand liner panels set betw USG steel C -H studs 24" o.c.— panels appl vent to side opp liner panels & screw aft— joints fin — rating also applies with IMPERIAL FIRECODE C base and veneer finish surface —fire- tested both sides —IL Dos U438 Cavity Shah Wall Cement Board/Gypsum Drywall —r /" DUROCK Interior cement board —sib' SHEETROCK brand gypsum panels, FIRECODE core-1" SHEETROCK brand gypsum liner panels set betw USG steel 20 ga. min C -H studs 24' o.c. -1 W THERMAFIBER SAFB — cement board screw att with 1 DUROCK steel screws & laminated to gypsum panel with 4' strip DURABOND ceramic tile mastic applied with 3/4' notched trowel midway betw studs — joints lin —UL Doi U459" Cavity Shah Wall Gypsum Orywall — W SHEETROCK brand gypsum panels. FIRECODE C core — SHEETROCK brand gypsum liner panels set betw USG steel C -H studs 24' o.c.— single layer panels ea side appl vent & screw aft— joints stag on opp sides & lin— rating also applies with IMPERIAL FIRECODE C base and veneer linish surface —fire- tested both sides —UL Dos 11417 Cavity Shalt Wall Gypsum Drywall -2 layers '/" SHEETROCK brand gypsum panels, FIRECODE C core. one side -1' SHEETROCK brand gypsum liner panels set betw USG steel C-H studs 24'o.c.—RC-1 chan spaced 24'o.c. -1r "THERMAFIBERSAFB— panels8RC -1 than screw att to side opp liner panels —base layer appl horiz —face layer appl vent joints fin —est. lire rating based on U of C 2-8-72 and U of C 6.23.75— rating also applies with IMPERIAL FIRECODE C base and veneer finish Cavity Shaft Wall Gypsum Drywall -3 layers 4b" SHEETROCK brand gypsum panels. FIRECODE C core, one side -1' SHEETROCK brand gypsum liner panels set betw USG steel C•H studs 24' o.c.— panels screw alt to side opp liner panels with joints slag —base & face layers appl ven — mid layer apply horiz — joints fin —est. lire rating based on U of C 2.16.72 — rating also applies with IMPERIAL FIRECODE C base and veneer linish surface while cracked, the wall was not penetrated, thus showing remarkable toughness. Resistant to Flexing Shaft walls are "working walls." They are subjected to both positive and negative pressures as elevator cabs rise and descend. This piston -effect of elevators in a shaft causes continual flexing in the shaft wall. In tests, USG Cavity Shaft Walls were subjected to over one million full oscillation cycles to check wall performance through the life of the building. These tests showed a 25 -ga. J- Runner is inadequate at the top or bottom of a shaft wall. As the long runner leg is continually flexed from wall deflection, it can rupture and screws strip out and fracture from the flexing. Oscillation tests showed 24- ga. runners minimize these problems and are essential to safety over a long time period. Cavity Shalt Wall Gypsum Drywall -2 layers sib' SHEETROCK brand gypsum panels, N/A FIRECODE C core, face side — SHEERTOCK brand gypsum liner panels set betw USG steel C•H studs 24 o.c.— I" liner panels & sh" gypsum panel core screw att to studs—honz met fur than 24' o.c. —face side panels screw all to fur than — panels appl veil with pints stag — joints fin —est. lire rating based on U of C 5. 24.74 —rating also applies with IMPERIAL FIRECODE C base and veneer finish surface N/A NIA 'Same ratings apply when CH-L stud is used. "Use 1/360 deflection criteria for limiting height/stud selection. Helen In SA•932 DUROCK Interior Cement Board Systems for more information on cement board and related products • Furring channels Limitations 1 Non -load bearing. 2 Stud and runner thickness, stud spacing, air pressure loading and maximum flexural stress shown in the Technical Data tables should not be exceeded. 3 Elevator door operating equipment should be independently mounted. 4 Exposure to excessive or continuous moisture and temperatures exceeding 125 °F (52 °C) should be avoided. 39 USG-754302 47 Based on 1'THERMAFIBER SAFB—S$11:750706 A B C N/A 0 51 88M- 750412 E N/A F G SA- 926 /United States Gypsum Company 3 Test no. Method laud center frequency -Hz Area (1n) I (in S," 0 str (ksi) 21/2" stud' 212CH -L 0.5186 0.1524 0.129 0.093 19.8 21" C -H stud 212CH25 0.604 125 150 200 250 315 400 50D 130 ISO 1150 1250 1510 2000 2500 3150 4050 ETC BBN- 750412 Lab 27 30 38 42 47 50 53 54 55 57 57 58 59 56 55 5B 51 BBN- 750706 Lab 24 26 36 40 44 46 48 50 52 53 54 54 55 54 50 52 47 USG - 750302 Lab 20 22 25 33 32 35 36 39 41 43 43 45 41 40 43 46 39 Component & sire Stud designation wei pb/lfin ft) Area (1n) I (in S," 0 str (ksi) 21/2" stud' 212CH -L 0.5186 0.1524 0.129 0.093 19.8 21" C -H stud 212CH25 0.604 - 0.146 0.1350 24.0 212CH22 0.861 - 0.208 0.1519 24.0 212CH20 0.998 - 0.239 0.1741 24.0 4" CH-I. stud' 400CH -L 0.6118 0.1798 0.383 0.162 19.8 4" C-11 stud 400CH25 0.716 - 0.433 0.187 24.0 400CH20 1.243 - 0.730 0.318 24.0 double 6" E -Stud 600ES25 1.546 0.3982 2.004 0.628 20.00 600ES20 2.372 0.0840 3.400 1.094 20.00 2' / "J- Runner 212JR24 0.448 - 0.117 0.085 3.00 212JR20 0.670 - 0.192 0.130 4.96 4 "J- Runner 400JR24 0.573 - 0.351 0.163 3.00 400JR20 0.857 - 0.574 0.251 4.96 6 "J- Runner 600JR24 0.740 - 0.937 0.295 3.00 600JR20 1.107 - 1.523 0.457 4.96 21/2" Strut 212JS20 0.818 - 0.226 0.143 3.00 4" Jamb Strut 400JS20 1.006 - 0.647 0.270 3.00 6 Jamb Strut 600JS20 1.256 - 1.673 0.485 3.00 X11 +k�`iisEd Sound Transmission Loss -db 4 Design Elevator Pressure Load Elevator One or two velocity elevators ftdmin. per shaft 0to 180 180 to 1.000 1,000 to 1,800 1.800 to 3.000 5.0 psI 7.5 psI 10.0 psI 15.0 psI USG Steel .1-Runner (JR) USG Steel C -H Stud (CH) USG Steel CH -L Stud (CH-1) Elevator Shaft Pressures The air pressure load on shaft walls depends upon the elevator cab speed and the number of elevators per shaft. The following recommendations are derived from United States Gypsum Company tests conducted in three high -rise buildings ranging in height from 17 to 100 stories. Loads were calculated according to the following formulae. For shafts with one or two elevators: P = P + (2/3) (V /400) For shafts with three or more elevators: P = P + (2/3) (V /1000) Where: P = design pressure or negative pressure in shaft in psf. P = code design pressure or designed static pressure for surrounding partitions without elevators. V = elevator velocity in ft. /min. Three or more elevators per shaft 5.0 psf 5.0 psI 7.5 psI 7.5 psf Limiting Heights Maximum partition heights are shown for four different intermittent air pressure loads and three allowable deflections. The applied pressure load is selected by the designer based on elevator cab speed and the number of elevators per shaft. Instead of using only deflection criteria, United States Gypsum Company design data considers several additional factors in determining limiting partition heights. a. Bending stress -the unit force exerted which will break or distort the stud. b. End reaction shear- determined by the amount of force applied to the stud which will bend or shear the J- Runner, or, cripple the stud. c. Deflection -the actual deflection under a load. Allowable deflection is based on the amount of bending under load that a ... �,» �.•.,.. e�. w�vx«._ 4., w. �uv�w• nr�: �e�,. e, �i�ab..,... m«., �,... �,,.,,... �.,., ..............�,.�.....,.T,•,.. Technical Data Compoilly s Steel Jamb-Strut Thickness -Steel Components "' Style CH -L CH, ES 25 JR 24 CH 22 ES. JR. JS 20, CH 20 Design Properties -Steel Components 3� USG Steel E -Stud (ES) ) particular wall can experience and still perform its function with safety. Select limiting heights based on allowable deflection as follows: (a) L/120 for gypsum panel surfaces; (b) V240 for veneer finish surfaces; (c)L/360 for conventional plaster systems and other brittle surface materials. To maintain system integrity many designers prefer to upgrade minimum deflection criteria due to the "working" nature of these critical walls. United States Gypsum Company supports this widespread practice. Design In 0.0188 0.0209 0.0239 0.0310 0.0359 MM 0.48 0.53 0.61 0.79 0.91 Minimum In 0.0179 0.0199 0.0227 0.0294 0.0341 MM 0.45 .0.51 0.58 0.75 0.87 (1) Uncoated steel thickness: meets ASTM A568. Studs and runners meet ASTM C645. Base metal meets ASTM A446 standards for structural performance. Coatings are galvani ed per ASTM A525: aluminized per ASTM A463, or aluminum -zinc per ASTM A792. (2) Conforms to AISI Specification for the Design of Cold- Formed Steel Structural Members, 1980 edition. •Full section modulus lobe used with corresponding design stress. For wind loads, design stress shown can be Increased 33%, r ) tl f Sted A site nation ii dell Intermittent air pressure load (wind Nap —pd Fire-rated system /, C, E, F, 0 Fira•rated system Opr FIrs•retod system Ali) 5 7.5 10 15 5 7.5 10 15 5 7.5 10 15 21/2'CH -L Studs 2'. "C•H 212CH•1 24" 1/120 1.240 U360 12'10'(1) 12'1 "(d) 10'71d) 10'511) 10'511) 9'31d) 9'011) 9'0 8'51d) 7'511) 7'510 7•411 12'31d) 9'9 "(d) 8'6'(d) 10'5 11) 8'61d) 7'5 "(d) 9'0'(1' 7 6 6'0'(v)• 6'0'(v)' 5'11"(d) 12'1011) 11•8'(d) 10'2 "(d) 10'5'10 10'2"(d) 811")d) 9'0 9'011 8'0"(1 15')1) 7'511) 1'1 "(d) 212CH25 24" 1/120 1/240 1/360. 1410'11) 13'810 11'11'(1 12'211) 11'11"(1) 10'5'1d) 10'6 "11) ' 10'6'0) 9'6')d) 8'711) 8'710 8'3'(d) 14'10 10 13'5")1 11 12'2 11) 11'911) 10'3'(d) 10'6 "))) 10'611) 9'4'(d) 87"(1) 8'711) 811d) 14'10"(1) 12'5')d) 10'101d) 12'211) 10'10"(d) 9'6 "(d) 10'6'(1)• 9'10')d) 8'7"(1 8711)• 8'7 "10• 1610►" Studs 212CH22 24' U120 1/240 U360 18'010 14'11 "(d) 13'0 "l1 14'811) 13'0'(d) 11'5'(d) 12'911) 11'101d) 10'4'(d) 10'5 "(1) 10'41d) 9'0'(1 17'2 "(d) 13'71d) 11•11'(d) 14'811) 11'11 "(d) 10'5 "(d) 12'9'(0 10'I0"(d) 9'5 1d) 10'5"11) 9'5 1d) 8'3 "(d) 17'2"(d) 13'7'(d) 11'11 "(d) 14'8"(1) 12'11 10'5 "(1 12'9'(1) 10'1011 9'51d) 10'5'(1) 9'5 "(d) 8'3"(d) 212CH20 24" 1/120 1/240 U360 19'2'(1 15'31d) 13'4'1d) 15'911) 13'4 "(d) 11'71d) 1311.1) 12'1 "(1 10'T(d) 11'2'(1) 10'7 "(d) 9'3'(d) 17'7 "(d) 14'0'(d) 12'3'(d) I5'5'(d) 12'3 "(d) 10'8'(d) 13'811) 11'1'(d) 9 1 9'8'(d) 8'61d) 1 7 • 7 "(d) 14 12'2')d) 15 12'2'(d) 10'8 "(d) 131"(0 11'1"(d) 9'81d) 11'211) 9'8'(d) 8'6"(d) 4" CH-1 Studs 400CH•L 24' 0120 1/240 1/360 16'1110 16'3 "(d) 14'3'(d) 13'1011) 13'10'10 12'5 "(d) 11'11 "(q 11'1110 11'3"(d) 9'8 "(v)' 9'8"(v)• 9'81v)' 16•1010) 16'3'(d) 14•3 "(d) 13'910' 13•910• 12'5"(1 10'4 "(v)• 10'4 "(v)• 10'4 "(v)• 6'11'(v)" 6'11 ")v)' 6'11"(v)• 16'10"11) 15'4 "(d) 13'4 "(d) 13'9'(1) 13'4')d) 11'8 "(d) 10'4")v)" 10'4 "(v)• 10'41v)' 6'1"(v)• 6'11 "(v)• 6'11 "(v)• 4 "C•H Studs 400CH25 24" U120 1/240 U360 20'010 16'3 "(d) 14'31d) 16'4'(0 14'311 12'5 14'1'(1) 12'11 "(d) 11'3'(1 11'611) 11'3'(1 9'10"(d) 20'0"11) )6'3'(d) 14'3"(d) 16'4"11) 14'3 "(d) 12'5'11 14'1 11) 12'1111 11'3'(d) 11'611) 11'3"(d) 9'10"Id) 19'3'(d) 15'4 13'4 "(d) 16'4 "(I) 13'411 11'8'(d) 14'1"1)1' 12'2(d) 10'71d) 9'7")v)" 91')v) 9'3"(d) 400C1120 24" 1/120 U240 1/360 22'101d) 18'2")d) 15'101d) 20 15'10"(d) 13'10'(d) 18 14'5'(d) 12'71d) 15'0 "(1)" 12'7'(d) 11'01d) 23•7 "(d) 18'9"(d) 16'4'(d) 20'7'(d) 16'4'(d) 14'3 "(d) 18'511) 14'10'(1 13'01d) 15'0"(1)• 13'0'1 11•4 "(d) 22•0 "(d) 17'6 "(1 15'3'(d) 19'3"(d) 15'3"(d) 13'4"(0) 17'61d)" 13'11")1 12'2(d) 15'0'(1)• 12'2'(0)' 101"(d)• double6" '' �� ' � r E•Studs r II j C 600E525 24' U120 1/240 U360 28'0'(v) 26'311) 23'0 "(d) 18'91v) 18'9"(v) 18'9"(v) 14'0 "(v) 14'0 "(v) 14'0"(v) 9'3'(v) 9'31v) 9'3"(v) 28'0"(v) 25'6'(d) 22'3 "(d) 18•9 "(v) 18'9'(v) 18'9')v) 14'0'(v) 14'0"(v) 14'01v) 9'3 "(v) 9'3'(v) 9'3 "(v) 28'0'(v) 25'3')d) 22'0'(d) 18'9'(v) 18'9"(v) 18'9'(v) 14'0'(v) 14'01v) 14'0"(v) 9'3")v) 9'3'(v) 9'3 "(v) 600ES20 24' 1/120 1240 1/360 28 28'0' 26'3 ")d) (c) 28'0")c)• 2 2 (0► 28'0 "(c)• 24'Od► "l' 2 1'0'10►" 20 20'0 "v) ' 18'3" 28'0'1c) 8 2'o"(c) 26'3 "(d) 213 26'0'0► ' ( 2 2'9 "(d) 28'01c)' 23 '6')" 20'6"(d 20111v)* 'o "1v)' 18 "l1' 28'01c) '"c) l 2528'30 "10) 28'01c)• 4 2'92'6'(1' 2 1'9')d) '(d► 28'0'(c)' 2 19'6"(1 20111v)• 20'O'(v)' 17'3 "(d)" Limiting Heights"( —Shaft Walls IMPORTANT: A ailabi ity 01 CH -L stud may vary by region nationwide. Contact local U.S. Gypsum Co. Order Service Center, sales or technical representative to determine availability. (1) Table heigh s also apply to sustained pressures (max. 10 psi) equal to i/b of intermittent pressures shown. 2) For assembly with single -layer board both sides of studs. (3) For assembly with single•layer board attached o studs. Limiting criteria: f— bending stress, d— deflection, v —end reaction shear, c— practical limitat ion. Runner fasteners should withstand 193 )b. single shear and 2001b. bearing force: attachment spacing should not exceed 24' o.c. Use JR20 runner for heights with asterisk. See page 3 for system references and rated assembly details. • Details over 2" • i� /': 1/ Head section Base section l sealant when required (see good design practices) USG steel J- runner reinforce liner panel joints with horizontal USG C- H /CH -L stud or USG H- spline where wall height exceeds available liner panel height '/i' SHEETROCK brand gypsum panels, FIRECODE C core or IMPERIAL FIRECODE C gypsum base and veneer finish 1" SHEETROCK brand gypsum liner panels gypsum panel cant screw - attached to vertical studs (lor projections over 2 ") USG steel J- runner •l ``it sealan► -see note above corner reinforcement Outside corner , /e" x11/4" x 24 -ga. metal angle USG steel J- runner or E -stud 6" max. —.1 sealant when required USG steel E -stud or J- runner USG steel J- runner or E -stud Inside corner scale: 3" = 1' -0" sealant when required screw -attach Wail junction SA- 926 /United States Gypsum Company 5 1� United States Gypsum Company USG Fire Stop System for Floor and Wall Penetrations Economical, UL- classified systems utilizing FIRECODE Compound as a tough, durable firestop Systems Folder SA 1994 Edition RECEIVED CITY OF TUKWILA PERMIT CENTER USG Fire Stop System fore Floor and Wall Penetrations 1.131 S?'R7tiUfiti MIv:YtMilMOS em r Provides life- safety protection at the lowest cost in the industry Description The first priority in building safety is containment of both smoke and fire to the area of origin. An important part of this containment is blocking smoke and flames from passing through openings in concrete floors'and gypsum panel walls — electrical and plumbing penetrations, sprinkler systems, etc. All three national building codes have firestopping requirements and fire marshals strictly enforce these requirements. The USG Fire Stop System employs the newly developed FIRECODE Compound from U.S. Gypsum Company (standard joint compound is unacceptable) for a firestop system that combines both exceptional economy and performance. The system provides protection from fire and smoke to temperatures over 1925 °F. It seals • out major causes of building fire fatalities, smoke and toxic gas, and the major cause of equipment damage. water. It also stops dust infiltration and sound leakage. Features Low -Cost Leader - FIRECODE Compound comes in 15 -lb. bags and mixes easily with water at the jobsite. This makes FIRECODE Compound much more economical to use than competitive products. especially for large scale jobs with lots of different penetrations. One 15 -lb. bag provides approx. 517 cu. in. of firestop. Less Waste — Caulking tube products are frequently discarded with some compound left so there's costly waste. With FIRECODE Compound you mix only what's needed for the application at hand. Long Working Life — Approx. 75 min. working time: sets in 2 -3 hours. Several applications can. be made from each batch. UL- Classified— FIRECOO_ Compound has met all of the conditions of UL 1479 and ASTM E814 in tests conducted at Underwriters Labora- tories. Thirteen different UL- classified through - penetration systems are available: CAJ -0032 (Blank), CAJ -1081 (Pipe) and CAJ -3045 (Cable) -3 -hr. fire -rated floor /wall systems: WL -1027 (Pipe). WL- 1063 (Pipe). WL -1065 (Pipe). WL -2023 (PVC Pipe). WL -3023 (Cable), WL -7002 (Duct) -2 -hr. fire -rated wall systems: and WL- 1039 (Pipe). WL -2036 (PVC Pipe), WL -3034 (Cable) and WL -7001 (Duct) -1 -hr. fire -rated wall systems. In addition. there is a UL- witnessed fire test of a construction joint assembly. Non - Combustible —Rated non - combustible as defined by NFiPA Standard 220 when tested in accordance with ASTM E136 at Underwriters Laboratories. Surface burning characteristics: flame spread 0. smoke developed 0. when tested in accordance with ASTM E84 at Underwriters Laboratories. Non -Toxic —The ingredients in FIRECODE Compound are all non- toxic. There are no silicones, no solvents, no halogens, no PCB's, no asbestos or inorganic fibers of any kind. It is rated non -toxic in accordance with the sixth draft of the University of Pittsburgh test method and the LC50 calculated using the Weil method. Tough, Durable Firestop— FIRECODE Compound forms a very tough, very durable firestop once it has hardened. Has withstood the thermal and mechanical shock of high pressure hose stream testing. Removable— FIRECODE Compound can be removed in case of retrofit work. This is particularly important for frequently altered penetrations such as those containing telecommunication lines. Easily Repaired— FiRECODE Compound is autobonding. that is, fresh compound will bond to cured compound, a big plus when making repairs due to construction damage or changes to penetrating items. The FIRECODE Compound Repair Procedure has been UL- evaluated and tested to assure that the through - penetration firestop requirements of ASTM E814 /UL 1479 are maintained. The simple removal of loose FIRECODE Compound and replacement with additional FIRECDDE Compound is all that is required to repair a damaged through- penetration firestop. Sound Control— FIRECODE Compound provides tight seal to prevent sound leakage that would otherwise occur through the space between the penetrant and the periphery of the opening. Easy to Mix— FIRECODE Compound is a lightweight, low density product that mixes quickly and easily with water at jobsite. By changing the amount of water added, the consistency of the compound may be changed to suit the application at hand. Easy Installation —No special tools are required — simply cut THERMAFIBER Sating Insulation (if required by system) slightly wider than the opening. Compress and tightly fit min. 2W' or 3" thick (per system specifications) insulation with min. density of 3.5 pcf completely around penetrant. Using a trowel, putty knife or spatula, scoop the compound from its container and work it into the penetration opening. Apply compound to a min.'h' or 1 " thickness (per system specifications) on top of safing insulation. Fast - Setting —Once mixed with water, FIRECODE Compound hardens in 2 to 3 hours. And it bonds to concrete. metals, wood and cable jacketing, without the use of primers. Easily Identifiable — Applied FIRECODE Compound dries to a pale red color which is easily seen and identified by fire marshals. Easy Cleanup —Soap and water cleanup of tools saves time. Paintable— Applied FIRECODE Compound may be sanded smooth and painted with either latex or oil -based paints. Limitations 1 FIRECODE Compound should not be applied to moist areas or areas continuously immersed in water. 2 FIRECODE Compound's setting action cannot be delayed or prevented by dilution with water. 3 The USG Fire Stop System in floor /ceiling applications is not designed to support loads from pedestrian or vehicular traffic. 4 FIRECODE Compound is not recommended for sustained extreme high temperature applications. Temperatures of penetrants should not exceed those typically found with domestic hot water systems (approx. 140' F). Physical Characteristics Material: vinyl -type non - asbestos formulation. Color: pale red. Storage.' up to 9 mos. under good storage conditions. Close opened bags as tightly as possible and store in a dry place. Surface burning characteristics: flame spread 0, smoke developed 0. Compliance with standards: rated non - combustible as defined by NFiPA Standard 220 when tested in accordance with ASTM E136. Working time: Approx. 75 min. Setting time: 2 -3 hours. Freezing sensitivity: none after set. Packaging.' 15-lb. (6.7 kg) bag. Approximate Coverage Rates` Approx. Dry Water Powder (Ibs.) Additions (pls.) 1 0.5 2.5 75 3.8 10 50 15 7.5 Approx. Wet Mixed Applied Compound (lbs.) Firestop (cu. in.) 1 5 33.6 7 7 172 5 11 5 257.6 15 4 344.9 23 1 517 4 .L:'• ^'�ePh r!.I I!. r, G:' p :.11',r.. W wv.fuuc, I hplr piI(II.i dp;nw• • I', it) loll .n,i . irV' .... 1 .B. , rudnqhi/ I.0 III o!dppLul' up Testing and Classification Meets ASTM E814: Fire Tests of Through- Penetration Firestops, Meets UL 1479: Fire Tests of Throuah•Penetration Firestops A. FIRE waste B. Wit formin C. FIR& fire, so (below) ,_ A. FILECODE Compound mixes easily with water at jobsite. There's less waste than with caulking tube products. B. When required by specified system, THERMAFIBER Sating Insulation, the forming material, Is fit snugly into penetration. I • t ;... C. FIRECODE Compound is troweled into penetration to block particulate, fire, sound, smoke and air movement through floor (above) and wall (below). Types of Penetration USG Fire Stop System is equally effective for both floor and wall penetrations. It works exceptionally well with metallic pipe, conduit and telephone cable. It also works in combination with intumescent wraps and collars (manufactured by others) to form an effective firestop at through-penetrations for materials that can collapse, decompose or disintegrate in fire, such as Schedule 40 plumbing materials made of polyvinyl chloride (PVC). utiit lines FIRECODE -- ccrroound Floor Penetration Wall Penetration metal sleeve _ concrete FIRECODE compound metal pipe FIRECODE compound steel studs Fire stop for floor penetration UL Design Nos. CAP 081 and CA.I-3045 gypsum panels unlaced ITIERMAFIBER sating insulation Fire stop for wall penetration UL Design Nos. WL-1027 and WL-3023 'THERMAFIBER sating insulation metal nine SA•727/United States Gypsum Company 3 'Construction Joint Assembly U. L. Witnessed Test • 1. Floor Assembly —The fire -rated floorassembly shall be constructed'of the materials and in the manner described in the:individual designs in the UL Fire Resistance Directory and shall include the following construction feature:... A • Concrete— Normal or lightweight concrete having a minimum • •compressive strength of 3000 psi. • B Steel Floor and Form Units — Composite 1' /" deep, 24 ", 30" or 36" wide. • " gale. or painted steel fluted units. Minimum gauge is 22 msg. 2. Stud/Wallboard Assembly —The fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and the manner described in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom. 2 "x4" lumber spaced 16" o.c. Steel studs to be min...212" wide and spaced max, 24" o.c. B Gypsum Wallboard —Min. one layer of nom. 1 /2" thick gypsum wallboard each side and min. two layers of nom. 1 /z" thick gypsum wallboard each side for 2 -hour rating, as specified in the individual wall and partition design. 3. Forming Material —Min. 2' /" thickness of THERMAFIBER Sating Insulation with a min. density of 3.5 pct —U.L, R -10905 label. 4. Fill Material— Min. ' /" depth of FIRECODE Compound installed on each side.of wall for 1 -hour rating. Min..1" depth of FIRECODE Compound installed on each side of wall for 2 -hour rating. 'Fire test of construction lent assembly described here was UL- witnessed. The construction joint assembly is not UL•clasSdieb pike the floor and wall assemblies which follow in this publication) . because there currently is no UL standard for testing construction joints, 4 Floor/Wall Assembly—U.L. Systems CAJ -0032 (Blank), CAJ -1081 (Pipe), CAJ -3045 (Cable)' (formerly System 449) F Rating -3 -Hr. T Rating-0-Hr. & 1 -Hr. (see Items 3, 4 and 5 below) Section A –A 1. Floor or Wall Assembly —Min. 4'/:" thick lightweight or normal weight concrete (100 -150 pct) floor or min. 5" thick concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks. 2. Steel Sleeve— (Optional) Max. 14" diameter Schedule 40 (or heavier) steel sleeve with length equal to thickness of floor or wall. 3. Metallic Pipe —Any of the following may be used: • Nominal 10" diameter (or smaller) Schedule 10 (or heavier) steel pipe. A min. 1 1," to max. 2' /,° annular space between pipe and periphery of opening is required. 0 -hr. T rating. • Nominal 4" diameter (or smaller) electrical metallic tubing (EMT) or galvanized steel rigid conduit, or Schedule 5 (or heavier) steel pipe. A min. '/:" to max. 2 annular space between pipe and periphery of opening Is required. 0 -hr. T rating. • Nominal 14" diameter (or smaller) Schedule 10 (or heavier) steel pipe. A minimum 0" (point contact) to maximum 1 /,5 annular space between the pipe and periphery of opening is required. 2 -hour F rating. 0 -hour T rating. • Nominal 6" diameter (or smaller) Type L copper pipe. A minimum 0" (poi' contact) to maximum 1%" annular space between the pipe and periphery o; opening is required. 2 -hour F rating, 0 -hour T rating. A maximum of one pipe, tubing or conduit may be installed within the through- opening. 4. Cables —As an option to item 3, min. 10% to max. 40% fill of 100 pair No. 24 AWG telephone cables with polyvinyl chloride insulation and jacket. Cables to be rigidly supported on both sides of wall assembly. Min. 'I!' to a max, 31/2" annular space between the cables and the periphery of the opening is required. 0 -hr. T rating. 5. Blank— Maximum diameter of circular through - penetration opening is 1 -hr. T rating. 6. Forming Material —Min. 3" of THERMAFIBER Sating Insulation with min. density of 3.5 pct —U.L. R -10905 label. 7. Fill, Void or Cavity Material —Min. 1" depth of FIRECODE Compound installed on top surface of floor and on each side of the wall.. 'Refer to flirt UL Fire Resistance Deecloty lot rluouph•Penettahon Forestop Systems Si contact U 5 Gypsum Company or complete a amatron COMMENTS: c( arm (/=- Pi f i v,14 -T7 of la 4T 4 UJ-r -3 17 c - - TD P DC I.0 (A)4(.0 f SS &f 4- T6kl ( TT-A4- 7)D6V, 7e kX T- FCC cos s ,Z7/,4 -gT 4tti P, ef97 To 4-i6' h4 - LI ST M A T i 74i -- �d ie m,-i c/c.17 7/ .6, 5, 4-v/leei .TA 0 (ICI 1S n ��:r n..)r-LrC ; c Cam it , , iii ' , COMMENTS: i 14 eTh i, F ►4 . -A- ,5/-1-P(7 L4 L-1-- El..,E 04 - rme_ A- \L3' MOH. S ffi9P7 0 Cc - I S HA FT - PP -0V(J)P Re viS70/1 E_ Cr4 it.f&l€ 0 i , v1/1 7- -f, i- 7 r l 2o t�i (A)4(.0 f SS &f 4- T6kl ( TT-A4- 7)D6V, DF r 1-rc,$ Mew44 o T 4 ) E VAT SHE �T PpiD vi LI ST M A T i 74i -- �d ie m,-i c/c.17 7/ .6, 5, 4-v/leei to P f/ D -e -, oTt tW A, /0 i/ - /i _I.." 3 , /_// ��:r n..)r-LrC ; c Cam Project: • Project: T) ,t 17 ct&1 T type of Inspection: Date called: Ad i ess: mill 10Q — ti. Date wanted: Special instructions: Re r' ip Date wanted: a.m. p.ni. Request /4 Phone: I'rorcI: lype of t n: I tale called: ` _..__..... _....... .. Ad i ess: Special instructions: Date wanted: a.nl. p.m. Re r' ip PIT /4 � INSPECTION. RECORD 1 Retain a copy with permit INSI'I r Ill IN NI I. n Approved per applicable codes. 7 -039$ I'I Rnnl l NO CITY OF 1UKWILA BUILDING DIVISION 20E7-- 6300 Southcenler Blvd, 11100, 1 ukwila, WA 98108 (206)431 -3670 Corrections required prior to approval. Dale: $47.00 REINSPECT ION FEE REQUIRED, Prior I( inspection, fee must be paid al 63(11 South( enter Blvd., Suite 100. Call to schedule reinspection. I Re( eipt Ni,: Date: INSPECTION RECORD ( 1 ' Retain a copy with permit n Approved per applicable codes. INSI'I C I ION NO I'( RAM NO, CITY OU 1UKWILA BUILDING DIVISION / F Z 6300 Southcenter Blvd, 1/100, Tukwila, WA 98188 (206)431 -3670 �14 -Corrections required prior to approval --I $47.00 REINSPECIION FEE REQUIRED. I'rior to inspection, fee rnU t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection." Date: Receipt Nn: FERRARI DEMON GROUP ARCHITECTS, PS Mr. Ken Nelson, Building Official City of Tukwila 6300 Southcenter Parkway Tukwila, WA 98188 RE: AREA OF EVACUATION ASSISTANCE FORT DENT THREE CITY PERMIT NUMBER ?D97- 0395 :::;; FDG PROJECT NO. 96135.02 Dear Mr. Nelson: ( • C E I !A D APR 1 9 1999 .COMMUNITY 'DEVELOPMENT April 14, 1999 This letter will formally document our phone conversation of this date respecting the areas of evacuation assistance within the Fort Dent Three Building. You will recall that two items of work were noted by the site inspector as requiring completion prior to City sign -off, they were: 1. Per UBC 1104.2.1 Item 5, the stair enclosure needed to be "vented to the exterior ". 2. Per UBC 1104.2.4 - two way communication needed to be installed. In our telephone discussion, you acknowledged that we had the option of citing Item No. 1 of 1104.2.4 - "a portion of a landing within a smokeproof enclosure, complying with Section 1005.3.3" as our area of evacuation assistance. (Our stairways on the east and west ends of the second floor provide landings within a smokeproof enclosure). This option has no requirement for ventilation to the exterior. We are, therefore (with your concurrence), not providing ventilation for these stairways. We are proceeding to provide the required two way communication set -up at both locations in conformance with UBC 1104.2.4. 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052 -2433 lease contact me should 'any additional questions remain. • incerely, CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 04 Aft 1 PLAN CHECK/PERMIT NUMBER t --O3 G' ? PROJECT NAME: 1eT CYO T1� PROJECT ADDRESS: woo FcreiT v o( PHONE: (42.5 82.1' SWhiS CONTACT PERSON: Bldg. REVISION SUMMARY: tRsz:z 4o. 4f Roftee taeal4 iceLocAgre2 esazaszraz Accssefietq 15thtexA/6 ColapY vs rNZ+splotz, 7a TE-NAN7' s)DAIIE) R5f42 {2i4T(IES MM. f 41' v r:o gsfyym) - tom S r7 - 46 SHEET NUMBER(S) A I ; A3; A j .. : powimorkrG f t2wAstfez . "Cloud" or highlight all arias of revisions and date revisions. (� i T �oP f - CE F .�V L 1" 1 �`" `^ • 0/ V (C/� RECEIVED SUBMITTED TO: Plef FEB 2 5 1999 CITY USE ONLY Planning Fire Public Works � 3 ` /3 ' �EUISION y CITY OF 7UKWIu 3/19/96 ER } va3 G:ti''.3W.4 :0, .w............. w..,....er.++ ern.. nrrarx., n. �i...* lrn+.' u. a+ aa+ e' .Okra+rrtmvilm,seranewv�MwwxwAV UMnaiR. h+. tFe! IYI �M' MI. }YLA4V�wWfMiiWw..N1t1Rl4�txafld MYMbIK�F. Nri�h+ w% �w�rN�NMewwr .Wr�ar«.w.�.wn�r.ra.rMfN'WM.` CITY 0 TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3670 REVISION SUBMITTAL DATE: f 2 r'1 PLAN CHECK/PERMIT NUMBER: 17"'D e rq PROJECT NAME: F& PROJECT ADDRESS: 7100 V)4 .-' tys-NT y PHONE: ( 42 $Z I 3383 CONTACT PERSON: REVISION SUMMARY: 51orJ TO ,e5 ci.fwreeaD t}S SHEET NUMBER(S) SUBMITTED TO. t*vJ - 70 Planning Fire eicpEorreo ieritkevW t5E(A(/5(2 n3a Sri in fAcifiTrM t■rspecrrxl OF onreott\rat CoIVsTteucTioO "Cloud" or highlight all areas of revisions and date revisions. REVISION N0.3 01%0 ?SRO CE1411. CITY USE ONLY Public Works 3/19/96 Yc rtwYIHYLhrJ�M.1W FEn11A111 DEMON amoup ARCHITECE PS 12277 134TH COURT N.E., SUITE 201` .EDMOND, WASHINGTON 98052 -2433 Transmittal Letter Date To Remarks Copy to FILE Signed FH FEBRUARY 12, 1999 CITY OF TUKWILA 6300 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Attention MR. BOB BENEDICTO Project Name FORT DENT THREE Project Number 96135_()2 Please find Attached ❑ shop drawings ❑ change order 1g plans. ❑ details ❑ specifications ❑ calculations ❑ copy of letter ❑ Number of copies Description 2 SETS REVISED PLANS AS REQUESTED 2 COPIES SEISMIC CALCULATIONS 2 COPIES INSPECTION RECORD ❑ For your information ❑ For approval ❑ For your review ❑ As requested ❑ Mailed ®',Delivered 2-12-99 PM ❑ To be picked up If enclosures are not as noted, kindly notify us at once. elm of "(00 t=f B 1 2 1999 PERMIT COLTER REVISION NO. _ 3 FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Bob Benedicto Building Division City of Tukwila 6300 Southcenter Parkway Tukwila, WA 98188 RE: BUILDING INSPECTOR REVISION REQUEST FORT DENT THREE CITY PERMIT NO. D97 -0395 FDG PROJECT NO. 96135.02 Dear Mr. Benedicto: +... w....+. ...s.,.a.....1.+...n...w...+.ry w.rMw..m.nxMM,wtMhl.a+.uet!u. VPIulfv. FILE COPY February 12, 1999 This letter accompanies two sets of Revision Number Five drawings and is provided at the request of Mr. Ray Cochran, the City's inspector on site. The revision submittal details the following: • Continuous second floor corridor for multi- tenant use. • First floor lobby and exit passage system proposed for serving first and second floor tenant use. • Revised lobby stair plan. • Revised restroom layouts on first and second floors. • Revised door schedule. • Roof structural revision in area of HVAC unit. • Calculations supporting roof revision. • Detail at top of typical one hour wall. • One hour lobby construction details. These revisions have developed as the project has evolved following issuance of the building shell permit in November 1998. Inasmuch as they differ from the approved project plans released with the permit, the site inspector has N requested that a formal approved set be routed through the City and be available on site for his use in upcoming inspections. Please let me know if LL any further documentation is necessary in order to expedite the routing of this revised drawing package to the job site. 0”5 a REVISION 3 Na CITY OFETUKWILA FEB 1 2 1999 PERMIT CENTER 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052.2433 ort Three ERRARI DESI t hank you for your time in meeting with me to discuss the project. incerely, ebruary 12 1999 February 4, 1999 Sincerely, ikka. Brenda Holt Permit Technician Enclosures File: D97 -0395 City of Tukwila 0 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Rebecca Davidson 2000 - 124th Avenue NE, #B -103 Bellevue, WA 98005 Dear Ms. Davidson: SUBJECT: CORRECTION LETTER #1- Revision #2 Development Permit Application Number 097 -0395 Fort Dent Three 7100 Fort Dent Wy This letter is to inform you of corrections that must be addressed before your revision to this development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division and Public Works Department. At this time the Building Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 Fort Dent Three D97 -0395 Revision # 4 Kelcie Peterson Permit Coordinator ? rom: ;: '; .:Alexa Berlow Associate Planner (206) 431 -3673 'C ANNING DIVISION COMMENTS anuary 14, 1999 Department of Community Development Steve Lancaster, Director Revision #4 has been denied by the planning division. The letter and plan set submitted appear to be from a previous revision submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earns4 P. E., Director DATE: PROJECT. NAME: PERMIT NUMBER: D97 - 0395 PLAN REVIEWER: PUBLIC WORKS DEPARTMENT. COMMENTS January 12, 1999 Fort Dent Three Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Specify size and manufacturer name of proposed detector double check valve on plan. 2. Show location of post indicator valve in relationship to the new fire vault. Show on plan the location of fire department connection. Please note the Tukwila Fire Department requires fire department connections to be a certain distance from the fire hydrant. Please contact Chief Nick Olivas at 206 -433 -1859 to determine correct fire department location, which shall be shown on plan. 3. Add note: Backflow prevention valves and post or well indicating valves shall be provided with UL central station tamper supervision. 4. Please cloud or highlight and date all revisions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 ■ January 15, 1999 Rebecca Davidson John C. Radovich Development Co. 2000 124 Ave. N.E. Suite B-103 Bellevue, WA 98005 RE: Permitted uses in RCM Zoning Sincerely, ata k Pace Planning Manager City of Tukwila Department of Community Development Steve Lancaster, Director JAN i 8 199?) John W. Rants, Mayor Dear Ms. Davidson, I understand that you are considering leasing space in the Fort Dent Three office park to the University of Phoenix, a private evening school for adults. You have requested written confirmation of which zoning category the University of Phoenix would fall into. It would be in the category of "schools and studios for education or self improvement" and therefore be an outright permitted use in the RCM zoning district. There may be other code issues involved in establishing this use at that location related to traffic, parking and building occupancy. You may wish to contact the Building or Public Works Departments to help identify any such problems. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 • • , " • ;;;;.1; • e. • o City of Tukwila Department of Community Development Steve Lancaster; Director •,•: • • • :. • From:•• Kelcie Peterson Permit Coordinator • Alexa Berlow Associate Planner (206) 431-3673 Fort Dent Three • D97-0395 Revision # 4 Revision #4 has been denied by the planning division. The letter and plan set submitted appear to be from a previous revision submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Re Fort Dent Three 7100 Fort Dent Way Dear sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Provide detail of the proposed double detector check assembly. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed" description of intended use Yours truly, City of Tukwila Fire Department cc: TFD file ncd The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 DATE: PROJECT NAME: PERMIT NUMBER: PLAN REVIEWER: City of Tukwila Department of Public Works . PUBLIC WORKS DEPARTMENT COMMENTS • January 12, 1999 Fort Dent Three D97-0395 Contact Joanna Spencer at (206) 433-0179 if you have any questions 4 regarding the following comments. 1. Specify size and manufacturer name of proposed detector double check valve on plan. 2. Show location of post indicator valve in relationship to the new fire vault. Show on plan the location of fire department connection. Please note the Tukwila Fire Department requires fire department connections to be a certain distance from the fire hydrant. Please contact Chief Nick Olivas at 206-433-1859 to determine correct fire department location, which shall be shown on plan. 3. Add note: Backflow prevention valves and post or well indicating valves shall be provided with UL central station tamper supervision. 4. Please cloud or highlight and date all revisions. John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 caa�srz�x TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: January 6, 1998 PROJECT NAME: Fort Dent Three PLAN CHECK NO: D97 -0395 PLAN REVIEWER: Contact Bob Benedicto at (206) -3670, if you have any questions regarding the following comments: 1. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Provide note to plans or otherwise detail the location of a proposed building identification. UBC 502. 2. Buildings shall adjoin or have access to a public way or yard on not less than one side. Identify the proposed public way that will serve this building. UBC 503.1 3. In buildings or portions of buildings required to be accessible, accessible means of egress shall be provided in the same number as required for exits by UBC Chapter 10. When an exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided. UBC 1104.1. Stair No. 2 is one of the two required exists for the second floor and therefore must also be provided with an area of evacuation assistance. 4. Pursuant to item #3 above, door marked #15 must be scheduled as a one hour fire rated assembly. UBC 1104.2.1, 5. 5. Portions of stair enclosures used as areas of evacuation assistance must be vented to the exterior. UBC 1104.2.1, 5. Provide note or otherwise detail a proposed method for providing this required ventilation. 6. Detailed information regarding the proposed skylights is not available. Provide this information on the plans with reference to code requirements, or list skylights as deferred submittal subject to the requirements of UBC 106.3.4.2. 7. The number of plumbing fixtures within a building shall not be less than set forth in UBC Section 2902 and Table 29 -A. (UBC Chapter 29 as amended by Washington State). An initial review of the first floor net lease area indicates that the number of water closets does not meet the requirements of Table 29 -A. • Consequently, the number of fixtures on the second floor must also be less than required. 8. The building data indicates that a one hundred forty-two stall parking lot will be developed for this building. When parking lots are provided, accessible parking spaces shall be provided in accordance with UBC Table 11 -F. Please review table requirements and provide additional accessible parking spaces. No further comments at this time. 10 3JCd FAX TRANSMITTAL TO: Tujiilla Building Department JOB NO: 9763 6300 Southcenter BLVD, Suite100 SUBJECT: Forth Dent Ill Tukwila, WA 98188 FAX NO: 206- 431 -3665 AZTN:Mr. Dave Larson COMMENTS: COPY TO:Ferrari Design Group Fousheeli Associates JCR Development Co. This fax is to confirm our phone conversation on January 6, 1999, that vibrating concrete topping slab on the second floor for this project is not required. BY: Alireza Ghassemikia, PE (N # 4 (� /7 REGISTERED RCI I _C i STATE O WASH!iiG'I'WJ 830 179th Place N.E. Bellevue, Washington 98008 (425)-644 -6400 FAX ( 4 -0463 PAGE:,_-LOF . Q -Je dflOaJ NJIS3Q I21 ETZEtZ80t' 8I:St 6661/80/10 JJS /tkf Kelcie Peterson, Permit Coordinator Joanna J. Spencer, Public Works Development Engineer October 23, 1998 Fort Dent Three Alignment of Water Line Revision Revision Dated: October 13, 1998 Project Number: P96 -0137 Permit Number: D97 -0395 Review Approval cc: Applicant (with copy of revised plan) Public Works Inspector (with copy of revised plan) Development File (with copy of revised plan) Aft Subject: t( TY15�i.a, .c;.. ..- r a. ...�.. ... a c. ... City of Tukwila John W Rants, Mayor Department of Public Works Ross A. Eamst, P E, Director The above revision submittal, received by the Permit Center on 10 -19 -98 for revised water line alignment along the east side of the building has been approved on 10- 23 -98. This approval has been entered into the Sierra Permit System. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director To: Permit Center From:. Alexa Associate Planner (206) 431-3673 RE Fort Dent Three - D97-0395 The Planning Division does not approve the building permit submittal for Fort Dent Three. The south building elevation does not reflect the entry design scheme approved by the Board of Architectural Review on November 1990. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 41-3665 "l a Fti3O;:ia rj Bldg. MARAWAfi SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 4 �',\'"�.'�n}��'ii?t'�.I�rl'.' .�'h m ���'�.a'�ib�t�'�t"rvti::. REVISION SUBMITTAL DATE: 12 2 \ ° v PLAN CHECK/PERMIT NUMBER: 07 . 03 95 PROJECT NAME: L` wee PROJECT ADDRESS: 1 100 ° FCC+ Dent W j CONTACT PERSON: ` liefFERMW PHONE: (4)2. I ? REVISION SUMMARY: C *1 (fri( L$7- eir )2.4 18 Leo C(Vi ( Atia LAL4s 'e pools W ssa 51%.611 Gii-W/Gei SHEET NUMBER(S) CI ' a2) L.- I 4 fcLoA1 F?4(cS � Nk4SLS "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA DEC 2 9 1998 CITY USE ONLY Planning Fire Public:Works rcRMIT C EN T ER. y X12 D�e► I0 3/19/96 r�A'k?:4 .41 !f iJ 124. December 4, 1998 City of Tukwila Mr. Frank Heffernan Ferrari Design Group 12277 - 134th Ct Northeast, Suite #203 Redmond, Washington 98052 -2433 Dear Mr. Heffernan: • Department of Community Development Steve Lancaster, Director SUBJECT: LETTER OF INCOMPLETE REVISION SUBMITTAL #2 Development Permit Application Number D98 -0395 Fort Dent Three 7100 Fort Dent Wy This letter is to inform you that your revision submittal request #2 for permit application D98 -0395 received at the City of Tukwila Permit Center on November 25, 1998, was determined to be incomplete. Before your permit revision can begin the plan review process the following requirements from the Public Works Department must be met. Public Works Department: Contact Joanna Spencer, Associate Engineer at (206) 433 -0179 if you have questions regarding the following comments. 1. Please submit a revised sewer and water plan sheet C -2 with the new location of the sprinkler vault. 2. Are the water meters still in the same location or have they been relocated? John W Rants, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 If yoi.thare any questions please contact me at the City of Tukwila Permit Center at " (206) 431-3672. " ' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 * *REVISION SUBMITTAL ** DATE I o %4I 12 �'� ( PROJECT NAME ft/CT C7'5 Ni ADDRESS 7 /Co v 0 _ 7 ' Jt Gfi4tf CONTACT PERSON ARCHITECT OR ENGINEER PERMIT NUMBER l' 0 3/G 7 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISIONS CONSTteiterW I1 WV= - leSV 4 41 -Wu Ci4AA&er; WW1 41,1-v5- pevit/ AAAm . sHFers tvedivero i sT of ffiwinrb A cow -s7' eF ne4wimms 0914e0/90 AA) R.61)790 776 1;#40 ,_.1 izs . SHEET NUMBER(S) C.S! /gj" / Si -SSA "Cloud" or highlight all areas df revisions and date revisions. RECEIVED CITY OP TUKWIW Nov 2 5 1998 PERMIT CENTER SUBMITTED TO' D91-0345 PHONE42 g?1 33$3 FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Bob Benedicto Building Division City of Tukwila 6300 South Center Boulevard Tukwila, WA 98188 RE: REVISION NUMBER FOUR FORT DENT THREE BUILDING 7100 FORT DENT WAY CITY PROJECT NO. D97 -0395 FDG PROJECT NO. 96135.00 Dear Bob: CS Cover Sheet November 25, 1998 The plans attached to this letter are provided for your review and information in an effort to update the City on minor modifications to the project since the permit was issued. In an effort to simplify review of these revisions, we have clouded and delta marked the changes with a Revision Number Four designation dated November 25, 1998. This letter will briefly outline sheet by sheet changes which have been made. • The insulation notations have deleted slab perimeter insulation with wall insulation increased to R -13 as discussed on 11/24/98. • The site plan has been updated with modifications to the entry plaza on the south side of the building (See Drawing SD -1 for details). • The parking stall count has been revised as a result of site plan modifications. • Civil and landscape consultant contacts have been changed. • The drawing index has had a structural drawing added. RION1 REDMOND, WA 98052 2433 2 RLC T %LA CITY OF 10 25 1998 PERMIT CENTER Fort Dent Three November 25, 1998 SD -1 Site Plan • The south entry plaza has been revised to incorporate planted areas and to bring it out to the foot of the parking stalls in this area. • The sprinkler vault and transformer locations are shown on the plan. • The sidewalk on the east side of the building has been changed. • Compact stalls on the east side of the building against the property line have been adjusted to reflect on site conditions. • A monument sign has been added. SD -2 Site Details • Detail 9 has been deleted. A -1 First Floor Plan • The entry plaza has been modified and extended. • Corridors reviewed under a previous submittal will be constructed with a gypsum board ceiling and not a suspended ceiling. • Stair No. 1 has been modified to indicate a landing at the bottom of the stairway. • Hallway No. 111 has been widened to 8' -0 ". A -2 Second Floor Plan • Stair No. 1 has been modified to indicate a landing at the bottom of the stairway. • One hour construction has been noted around the mechanical shafts penetrating the second floor. Fort Dent Three ttavr PO, A -3 First Floor Ceiling Plan • A gypsum board ceiling with recessed can light fixtures is shown in place of the suspended ceiling previously approved. This change brings the building closer to the look of the Fort Dent One and Two buildings in the interior common spaces. The detail 6/Al2 has also been revised. A -4 Second Floor Ceiling Plan A -5 Elevations 3 November 25, 1998 A horizontal mechanical shaft has been noted and detailed on this drawing. • The roof top mechanical screen has been expanded to conceal a larger mechanical unit. The entry canopy on the south side of the building has been modified from a standing seam metal roof to a built -up roof with aggregate finish and a dryvit facia on the east and west sides. A -6 Building Sections • Details and sections have been modified to accurately reflect changes to the canopy noted above. A -7 Wall Sections • Wall insulation has been increased to R -13 from R -11 and the slab perimeter insulation has been deleted as discussed on 11/24/98. A -8 Stair Plans - Sections - Elevations • Minor dimensional adjustments have been made on this drawing. A -9 Lobby and Elevator • No changes to this drawing. ,ou+gs��i�rcisu cu Fort Dent Three A -10 Roof Plan 4 L November 25. 1998 • Canopy on south of building has been modified as outlined previously. • Mechanical screen has been expanded to enclose a larger HVAC unit. A -11 Enlarged Restroom Plans /Elevations • No changes to this drawing. A -12 Architectural Details • Detail 6 has been revised to show a hard corridor lid. • Detail 7 has been revised to note 3-1/2" metal studs versus 5-1/2" previously shown. • Details 19 and 20 show the revised canopy construction referenced earlier. A -13 Architectural Details • The details shown on this sheet are an addition since the previous permit approved document set. A -14 Schedules S 1 -S8 -A • Door heights for interior common area doors have been increased from 7' -0" to 8' -0 ". Hardware modifications have resulted as noted on the schedule. • Revisions shown on these sheets have been made either to support the architectural revisions previously noted or at the request of the contractor /owner as value engineering items. Please contact Ali Kia the structural engineer of record at (425)644 -6400 with any questions. any questions arise while you are reviewing ; these a suatta xr 248 8700 HOLADAY PARRS `.. HOLADAY- PAi,1.0 INNOVATIVE • COMPETITIVE • RESPONSIVE an ISO 9001 registered company VOr qgf �4 Oi , REMARKS: NDU - 13 -1998 07:37 FACSIMILE ter •'' �t ' ;'''' • Foushee (425) 746.3737 qV. #� ,, 11/12/98 1 Erik Jonesx�� r...�:ti. 4 :1:,.,71 v • : k, y T c ` ; y �..1' r , c _:F'ii•�' ' . 4206 �.P • Fort Dent 3 ��� i, _ ?i; "- l yx , ur p•J.. y ..• y .•. t .:4 •: !^ : 7 • :l : ;9 • •:_' }'ar•e.Cllg ' iPz , 6 t xta ,-, :i . t ��. } h'uY l.' r r JQ:•. iq • 441. � � L h 1 � ,yj�l. L•∎:8 i-V-{ . • . 'L? '•', .!' 3 �,, i �y+V' y .;111 4 !.' _ h:4 • � .� 1 •mr ":^C 9. °44... .,({ - ..1'i 1 VIY - . "•1C -, +'�+iu�v_•.'.,, '�i " ^a. �k`s•+At��7�7 a"Y � z a, h 'f.ff' .i j•L i �i�': ^l Ar " �i } "6r. 4ae'F1 "a3•Ki •. '4�d"3�.�a�.LV,. �w•.:: av�i>. rx. ih4' rr Yw.. ��! slia4 ..r {:r_�.;uF.riv M�i � -L r•.: • . : � �.: ...:w es . 3 Eric, Mike Young of Generation Glass informed me that the South Curtain Wall and Punched glass will be SOLARCOOL (2) AZURLITE and that all other glass (North, East, and West exposurers) will be AZURLITE Tinted Glass. These selections are indicated on the attached cut sheet. This skin loads associated with this glass is about the same as the original selections. However, Holaday -Parks recommends resubmitting the attached building envelope compliance calculation to the local municipality for review and approval. Per our discussion, I will proceed with the design using the above glass. If you have any questions or comments. I am available at 5246) 248 -8730. Thanks. FROM: Dave Morse C: Mike Grunden, HP Scott Rushing, HP Frank Heffeman, Ferrari Design, (425) 821-3213 • Corporate Offices 4600 S. 134th Place P.O. Sox 69208 Seattle, WA 98168.9208 TEL 206- 248 -9700 FAX 248 -8700 206 248 8700 R.\1151i • Alaska Division 1820 Marika Fairbanks, AK 99709 TEL 907.452 -7151 FAX 452 -3800 RSCENED CITY OF TUKWILA NOTE: IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL IMMEDIATELY. D EC 2 9 199 PE RMIT C EN TER 97% P.01 •�oat ? ' Om Type (lM.a• . �.1 --- 3nellne 1 1910s Ca46." 6/11 """• I Mal Vise. Saw x fawn TWAT ,y Light II". Ss lor Ea w 50ngl I sMlrwr ,. 1. Wow l DPW I Inc 0414,1 Caw Gar W 79 it 15 12 0.4 035 2.74 3.33 0.61 1 0.70 2.74 1 3.25 3.54 1 0,41 44 39 13 a 3,4 0,47 =LEO Ti nw. Maas L r- (�� r•r.�r•.�1rt61 ' t3 j0 a •) 13 7 3.0 14.37 3,u J,30 �! t..41 - 24 M . 21 ; 2 7 144 ) t3.37 0.4 i 0.40 5C AMMOV2E• Tirane Goan 21 41 39 4 I I 0M 0.3 2.74 ; 3,23 3,36 430 1 07'7' 1^ "'r7rIarr".1 iii31./eini0SMEMI cim 0 cornrow 1 33 raise Gir4 • 11 14 5 7 0.4 1 0.56 2.74 i 3.31 0.33 0.21 et14y1 r ermiar 01e4a • 11 20 3 3 0.41 034 2,74 I 3,31 0,34 43:7 • UJ1.,1 .. '14h,,;t . 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Lowe 3 70 9 21 11 0.31 0.34 1.74 1.93 0.21 0.14 SOLARCOOLI2) ammo ..Lw•E 4 17 13 14 IS 1431 0.34 1.74 1.13 027 343 SOLArIGOOL 12) Gray • Lauri nUr.t:d re .00 Low I Ge r.. • 3 • 11 11 12 0.31 1 0.34 1.74 1.13 024 I 0.21 SAGA Tf 400 (2) (3w 142 74 St 1* 111 0.33 ( 034 1.st 2.15 0.70 0.40 SUNG4 re SOO(3)Clear 42 7 51 17 1* 0.35 039 1.16 2.21 0.75 0.45 SWAMIS 500131 SCL:X 21 64 33 14 1 9 133S 3.31 1.94 1 2.73 0.51 0.44 3UN434 TE 500 131 SOL:RGA4E• i I • 36 25 12 7 031 0.79 3.99 I 211 0.40 0.34 • SUNG.* TE 500 (31 AZURL7r1 30 Sa 14 13 I 035 0.39 1.99 I 2.21 0,40 0.35 S W FE 500 (3) Ie , t. 17 4* 33 9 10 0.35 ( 0.39 1.91 1 2.21 0.32 0.43 SUNGA TE 500 (31 Go.) 17 .37 27 a • 034 I 0.31 1.11 231 0.45 0.39 SUNGATE500(31OPT/GRA 5 16 13 6 6 0.3.5 0.40 1,911 225 0.27 0.23 SUNOLA 500 13) G 4vU 5 I I 1 15 7 6 0.35, ( 0.40 1.39 2.25 0.22 127 cat a.cOQL CIuS, Metiettowl nd& $4,Np &rE oo I,. E171 •= SOLARCOOL 121 AZURU7E •Law -E a 33 11 22 11 0.35 ) 0.40 1.99 225 0.13 I 0.20 SOLARCOOL:21 0+ • w..4 7 11 17 34 t3 0.33 0.39 3.99 2.21 0.33 0.71 SOL4RGOOL 12) Gray • um-E. S ^ 14 14 11 10 0.35 0.40 1.56 ?.23 0.29 0.23 11/13/98 F91 07:38 FAX 206 248 8700 $OLADAY PARRS OCT -7.D -1. :.� lUSI-ltl: '� x15srn. H I t5 /i 0 PPG Commercial insulating Glass Unit Comparisons Using 1/4" (6mm) Glass' Outside 2 i NOV -13 -1998 07:38 3 timid, 206 248 8700 4.11.111*' 4, Shading coefficient is the retie of Me total amount ol solar energy that pass*: through a giros Motive to 1/Lin. 11.011) tatek clear plus undo: the same desigl eoofi:ions. It inhales both solar .nargy II•lnsmitted directly plus any abso(be0 toter energy mMradiatsd and convicted. tower shading connivent values indicate bettor performance in radueing summer heat gain. Shading outfit Units at outdoor air mmp.rature of firs (3Z ), outdoor oar velocity of 7.5 mah 13.4 Mrsl indoor airtemperatrs al 751 (24•C). indoor air velocity of 0 mph (0 WE and tofu intensity of 24$ 8TWhaar /again toot 1703 v./m S. Soler hest g463 coefficient regrew's.' solar hoot gain through the gl4IA i fI 0fp1 (g t�,e mcldent solar radiation, It Is equal to 41% of the shading coefficient. CITY t OF tt � ( TU e KWII.A DEC 2 91998 17 PERMIT CENTER TOTAL P.02 10/30/98 FRI 13:48 (TX/RX NO 66311 e00% Fd11- 11.env ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM VERSION 2.4 U.S. DEPARTMENT OF ENERGY VOLUNTARY PERFORMANCE STANDARDS FOR NEW COMMERCIAL AND MULTI- FAMILY HIGH RISE RESIDENTIAL BUILDINGS; MANDATORY FOR FEDERAL BUILDINGS BUILDING: Fort Dent 3 CODE <B,C,H >: Both Heated and Cooled DATE: 11/15/98 FENESTRATION VALUES: 85 Fund. ENVSTD Version 2.4 February 1993 CITY: 198 Seattle /Tacoma WA WL AREA GL AREA SCk PF VLT • Uof WALL Uo HC INS POS EQUIP LIGHTS DLCF HEATING COOLING TOTAL 2517 5885 715 2242 628 2130 260 628 .45 .28 .28 .45 0 0 0 0 1 1 1 1 .75 .75 .75 .75 .75 .14 .14 .14 .14 .14 14.4 14.4 14.4 14.4 14.4 3 3 3 3 3 .75 .75 .75 .75 .75 1.2 1.2 '1.2 1.2 1.2 0 0 0 0 0 LOADS N 6600 1875 .45 0 1 7.897 3.740 11.637 NOV -13 -1998 07:39 • ROLADAY PARKS • E SE S SW W 2.418 6.063 0.813 2.263 1.560 3.565 0.432 1.635 3.978 9.629 1.245 3.898 * * * * * * * * ** PASSES EXTERIOR WALL TOTAL CRITERIA * * * * * * * * ** 206 248 8700 Page 1 97% WEIGHTED AVERAGE CRITERIA 0.307 •0.300 WWR WWR 0.376 0.719 0.000 0.000 1.000 N/A 0.750 0.628 0.140 0.096 14.400 1 N/A N/A 0.750 0.750 1.200 1.200 0.000 0.000 TOTAL - 19.454> 11.572 10.932< 19.293 30.386< 30.865 h RECEIVED CITY OF TUKWILA DEC 2 91998 PERMIT CENTER P.03 f1003 City of Tukvvila John W. Rants, Mayor Department of Public Works Ross A. Earnst, RE. Director To: Kelcie Permit Coordinator F rom: . Joanna J. Spencer, Public Works Development Engineer D October 23, 1998 Subject: Fort Dent Three Alignment of Water Line Revision Revision Dated: October. 13, 1998 Project Number: P96-0137 Permit Number: D97-0395 Review Approval • .•'.. ." ' '•'. The above revision submittal, received by the Permit Center on 10-19-98 for revised water line alignment along the east side of the building has been approved on 10-23-98. This approval has been entered into the Sierra Permit System. JJS/tkf cc: Applicant (with copy of revised plan) Public Works Inspector (with copy of revised plan) Development File (with copy of revised plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 REVISION SUBMITTAL DATE: I ' I . 'IS PLAN CHECK/PERMIT NUMBER: Ol PROJECT NAME: ¶ ab PROJECT ADDRESS: 7/D D'I J? 0 WA II PHONE: II Igrat kkb 3 CONTACT PERSON: REVISION SUMMARY: SUBMITTED TO: Bldg: Jv CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard,.Tukwila, WA 98188 Telephone: (206) 431 -3670 • Pt 1• • w ?Ca contocz SHEET NUMBER(S) C2 , A i I; AI,' pl I a, "Cloud" or highlight all areaof revisions and date revisions. RECEIVED CITY OF TUKW ILA OCT 1 9 1998 PtRMIT CENTER CITY USE ONLY Planning Fire • A -, i+�MM�MMMnxN.�iwt�E+V MYt ih���MbMFnr�rbWawwnr.✓ n+ wr+ w- wwnr. r. rw.. �.......� ................��..rw Public:Works 3/19/96 a� July 24, 1998 Department of Community Development Steve Lancaster, Director Rebecca Davidson 2000 - 124th Ave NE, Suite B -103 Bellevue WA 98005 Re: Fort Dent III - Permit Number D97 -0395 We issued the above referenced permit on 7- 24 -98. The attached information was not given to you and needs to be placed with the permit. Also the Public Works Department has several inspections they need to perform but did not have them in the computer. Please mark the following inspections on the back of your inspection sheet so you will call when ready to inspect:: Thank you for your corporation in this matter. Regards, Fire Loop Hydrant Flood Control Zone Land Altering Landscape Irrigation Sanitary Side Sewer Storm Drainage Water Meter - Permanent Water Meter - Exempt - Tammy 'Frederick Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-366.5 4 -20 -1945 5:17PM June 25, 1997 Attention: Alexa Berlow Subject: Riverbank Stability Fort Dent 3 Tukwila, Washington Dear Ms. Berlow: FROM JOHN C RADOVICH DEVE 206 453 9740 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 Reference: Earth Consultants, Inc. Geotechnical Engineering Study E- 3007 -2, November 2, 1987 Geotechnical Engineering Study Update E- 3007 -7, December 20, 1997 1805 -136th Place N.E., Suite 201, Bellevue, Washington 98005 RaUPvue (2061643 -3780 Seattle (206) 464-1584 FAX (206) 74. 603 -110 T xsnat (206) 272 - 6608 RECEIVED CITY OF TUKWILA APR - 2 1998 PERMIT CENTER P. 2 Earth Consultants Inc. Ctua trnt3& Engineers. Gacidatas a f MIR:1,1%M l soen11125 E- 3007 -7 In accordance with the request of Rebecca Davidson, with the John C. Radovich Development Company, we have reviewed the available subsurface information in the vicinity of the site and made site visits to observe the existing condition of the bank of the Green River for the purpose of addressing the stability of the riverbank. The condition of the riverbank was observed from both sides of the river. The majority of the riverbank is currently covered with thick vegetation consisting of grass, brush, blackberries and some trees. Soil was exposed on the bank within a few feet of the waterline on June 24, 1997. The bank appears to have an overall slope ratio of about 1.5N:1 V (Horizontal:Vertical). No indications of active erosion were observed on the riverbank. The bank was observed to slope in a uniform manner to the water line. EA-1•o3g5 ,• •••• :- 9gs .‘ s; I ai'm FROM JOHN O• RADOVICH DEVE . 2ra6 453 9740 . . , • City of Tukwila Department of Community Development June 25, 1997 It is our understanding that the City of Tukwila stabilized a portion of the riverbank that borders the Fort Dent 3 project in 1995. Review of the plans and specifications for this " project indicates that the riverbank in the area where this work was performed did not have a uniform slope parallel to the river flow and, therefore, required stabilization procedures. However, the conditions that warranted the stabilization performed by the City of Tukwila do not exist on the remaining portions of the riverbank that border the Fort Dent 3 project. The portion of the riverbank that was not stabilized by the city in 1995 was observed to be in a similar condition to the portion that was stabilized, indicating it is in a stable condition. Based on the observed condition of the riverbank, and the fact that earthwork construction for the Fort Dent 3 project will not occur on or immediately adjacent to the top of the riverbank, it is our opinion that the riverbank is stable in its present condition and configuration and that stabilization measures are not necessary to achieve a stable riverbank for the life of the project. We appreciate the opportunity to be of service on this project. Should you have any questions or need additional information, please contact us. Yours very truly, EARTH CONSULTANTS, INC. Kyle R. Campbell, P.E. Manager of Geotechnicai Services KRClisni cc: Rebecca Davidson Earth Canuatents, but, F. 9208 TO: Steve Lancaster FROM: John McFarland RE: Radovich (Ft. De ht III) Project Permit DATE: July 23, 1998 You are hereby authorized to release the building permit for the Fort Dent III project. Mr. Radovich will provide the City with a promissary note for an amount to cover traffic mitigation fees associated with the project. That note will be presented to the City on July 23 prior to the issuance of the permit. For value received, Ilrnmin,iarg Nate r _ 1 / (SHORT FORM ) ,9..77 .r C.) 4 r c,...! .� 4.? !.< . ......... . ..... .........prnmise S..tu pay to or order, at the sum of //7 e {?` ,.� �`G' -Sei s.9 with interest thereon at the rate per cent per annum from date hereof; payable as follows: e( lee( h• 'E.? 1 cJr C!' l, S 1. 7 7 14" This note shall bear interest at the rate of twelve per cent per annum after matuiity or after failure to pay any installment as above specified, and if this note shall be placed in the hands•of an attorney for collection, or if suit shall be brought to collect any of the principal or interest of this note I promise to pay a reasonable attorney's fee. Each maker of this note executes the same as a principal and not as g4ure Chicago Title insurance Company 8--)6-15 °V I ltlae kv9 N)tfte- inn UqA.a.t C tdLc. iatt Sue- etrA4,tik) eteiu4 oftt: CITY OF TUKWIL JUL 2 3 1998 PERMIT CENTER ISOLLARS, Deli-yoW 1. COMMUNITY NUMBER 53033C0000 2. PANEL NUMBER 976 & 978 3. SUFFIX F 4. DATE OF FIRM INDEX 5/20/96 5. FIRM ZONE AE,X 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 21.5 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER BUILDING OWNER'S NAME JOHN C. RADOVICH STREET ADDRESS (Including Apt., Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 7100 FORT DENT WAY OTHER DESCRIPTION (Lot and Block Numbers, etc.) LOT 2 OF SHORT PLAT NO. 79 -7 -55 CITY FEMA Form 81 -31, MAR 97 SECTION A PROPERTY INFORMATION TUKWILA, WA 98188 Provide the following from the proper FIRM (See Instructions): ELEVATION CERTIFICATE STATE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C BUILDING ELEVATION INFORMATION SECTION D COMMUNITY INFORMATION REPLACES AU. PREVIOUS EDITIONS O.M.B. No. 3067.0077 ZIP CODE 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ® NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE I 1 1 I I I U feet NGVD (or other FIRM datum —see Section B, Item 7), 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I 1 1 218 I U feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE,and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I 1 I I 1 Li feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is U U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is II IL feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. It no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction ® construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: feet NGVD (or other FIRM datum -see Section 8, Item 7). 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 1 1 1 1 U feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement JUNE, 1998 SEE REVERSE SIDE FOR CONI1NUATICN TITLE ADDRESS SIGNATURE .,...,.�.....< -.w T..uxwaw. -. <.,..;w.u„n....w,n.....,...,.,. ..., a........+....• .w......- ...,..,`.x....r.u.»e., taw.- .ro•ww.,... per. c,. vk..,. mn. a...•,.... r..,,...,«.,..«.......•..., ....,.....,.,..»�..w......e.n«r SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) COMPANY NAME CITY Page 2 DATE PHONE STATE ZIP Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS ELEVATION SHAFT IS 4' BELOW FINISHED GRADE AT ELEVATION 24.50 tEi2 NGVD. BASE FLOOD ELEVATION A ZONES ON SLAB V ZONES ADJACENT GRADE WITH BASEMENT A A V ZONES ZONES ZONES BASE FL000 ELEVATION ON PILES, PIERS, OR COLUMNS REFERENCE LEVEL REFERENCE LEVEL The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. :•:'rr�adll:'�; BASE FLOOD ELEVATION :AOJACENTF GRACE City of Tukwila Department of Community Development June 23, 1998 Rebecca Davidson John C. Radovich Development Co. 2000 - 12th Ave NE B -103 Bellevue, WA 98005 Dear Ms. Davidson, The following is in response to your letter, dated June 19, 1998, addressed to Steve Lancaster, in which you requested an extension of 180 days to the building permit application process for Permit No. D97 -0395, based on the unresolved issue of traffic mitigation fees. A 180 days extension to the plan review process for your Fort Dent Three project (Building Permit # D97 -0395) is hereby granted. The 180 day extension will commence effective June 19, 1998. Please be advised that under the provisions of Section 107.4, Uniform Building Code, this is the only extension that can or will be granted for this building permit application. If the building permit has not been issued by the end of that period the application will become null and void. I would like to add that during my research of the file for this request it was brought to my attention that although there is an unresolved issue of traffic mitigation fees regarding this project, a method is available to you wherein you could pay the mitigation fee under protest and the permit could then be issued immediately. If you should have any further questions regarding this extension to your permit application please feel free to call Steve Lancaster or myself at (206) 431 -3670. Sincerely, Duane Griffin/ Building Official cc: Steve Lancaster Bob Noe Permit Coordinator Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 . . • tf.,3 dfic v „ „ • , City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor MEMORANDUM TO: Steve Lancaster, Director of Community Development FROM Bob Noe, City Attorne DATE: May 29, 1998 RE: Fort Dent III Permits - Traffic Mitigation • I, spoke with Bill Williamson, the attorney for John Radovich, regarding traffic mitigation under the concurrency ordinance on today's date. He indicated that his client will pay the $95,000.00 into an escrow account today. The money deposited will be held in the escrow account pending legal proceedings initiated by the developer. I directed him to speak with Al Doerschel to work out the details for the escrow account deposit. Please issue the permits the developer seeks upon confirmation that the money has been received and is in escrow. xs aht - (Ai■S-.PA-c)(‘;'-, R.tere-. fVta:P•4 1/4D4 Crto) adl) Phone: (206) 433-1800 • City Hall Fax (206) 433-1833 RECEIVED OMYOFTUMNMA MAY 2 9 1998 PERMIT CENTER -ern tcL -0395 TO: • FROM DATE: SUBJECT: JJS/tkf • City of Tukwila Department of Public Works Permit Center Public Works Engineering At4-r 2-8 - April --1 1998 Fort Dent III 7100 Fort Dent Way Project Number: Permit Number: Contact Person: Phone: NOTIFICATION OF UTILITY PERMIT ACTION P96-0137 D97-0103,•3q5 Rebecca Davidson (425) 454-6060 Fire Loop Hydrant Flood Zone Control Land Altering • Landscape Irrigation Sanitary Side Sewer Storm Drainage 1.5" Perm Water Meter 1" Exempt Water Meter (Water Only) CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) $25.00 50.00 183.00 25.00 20.00 25.00 625.00 325.00 TOTAL: $1,278.00 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON , 1998: PlifY Ze PERMIT FEE Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tukwila Department of Public Works May 22, 1998 Ms. Rebecca Davidson John C. Radovich Development Company 2000 .124th Avenue NE, B -103 Bellevue, WA 98005 RE: ` Fort: Dent III:: TrafficMitigatonCosts Dear Ms. Davidson: The Public Works Department has determined that the traffic mitigation cost for Fort Dent III is $95,000 based on concurrency standards for traffic in Chapter 9.48 Tukwila Municipal Code, a copy of which is enclosed for your information. The most recent traffic study provided by your engineer indicates that 95 peak hour trips are generated from your site. Using the Southcenter Blvd/Grady Way/I -405 Interchange project with a trip cost of $1,000 /trip, results in a mitigation cost of$95;000. Although Fort Dent III traffic may have impacts to other projects or locations, as provided in C.V. Brown's letter to you dated January 14, 1997, the City is not including those in the determination of the traffic mitigation cost. This is the Public Works Department's final determination of a Type 1 Decision which is appealable directly to Superior Court pursuant to LUPA, RCW 36.70C. I apologize for the belatedness of this response. Please call me at 433 -0179 if you have any questions. Sincerely, Brian L. Shelton, P.E. City Engineer Enclosure cc; Bob Noe, City Attorney (w /encl) Gary Barnett, Development Engineer (w /encl) Ross A. Earrtst, P. E., Director 7-O 39S 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: /206) 433.0179 • Fax (206) 431-3665 Chapter 9.48 TRAFFIC CONCURRENCY STANDARDS Sections: 9.48.010 Determination of traffic concurrency required. 9.48.020 Exemptions. 9.48.030 Level -of- Service standards. 9.48.040 Arterial classification system. 9.48.050 LOS standards for specific locations. 9.48.060 Design of arterial improvements; load limi 9.48.070 Traffic studies and mitigation. 9.4.8.080 Mitigation of traffic safety hazards. 9.48.010 Determination of traffic concurrency required. A.. No Type 1, 2, 3, 4, or 5 decision which is subject to this chapter shall be approved unless a determination is made by the appropriate Department that the standards of this chapter have been met. B. For Type 1 and 2 decisions, the Department of Community Development shall refer the application to the Department of Public Works, which shall determine whether the application complies with City standards regarding traffic concurrency and, if not, what mitigation is required. C. For Type 3, 4, and 5 decisions, the Department of Community Development shall refer the application to the Department of Public Works, which shall determine whether the application complies with City standards regarding traffic concurrency and, if not, what mitigation is required. A statement identifying the required mitigation, if any, shall be incorporated into the staff report required by TMC 18.112.020. (Ord. 1769 §3(parr), 1993) 9.48.020 Exemptions. This chapter shall not apply to single family building permits, multi- family building permits for projects containing four or fewer units, short plats, or any non - residential project that is categorically exempt from SEPA pursuant to TMC 21.04.080, 100, or 110. The Department shall also waive compliance with this chapter for other projects which will not generate new traffic trips. (Ord 1769 §3(parr), 1993) 9.48.030 Level -of- Service standards. A. Level -of- service ( "LOS ") gradations for corridors shall be measured with volume to capacity ratios graded from LOS A to LOS F, as provided in subsection B, and intersections shall be measured in average delays at intersections or average travel speeds on corridors, as determined by the Department of Public Works. n - :_.. 4 /1_...L.... • ♦nn+ Level of Service Existing Expanded A <7.5 seconds I < 7.5 seconds B 7.5 - 15 seconds I 7.5 - 15 seconds C 15.1 - 25 seconds I 15.1 - 25 seconds D 25.1 • 40 seconds I 25.1 -40 seconds E 40.1 - 60 seconds I 40.1 - 60 seconds F > 60 seconds I 60 - 120 seconds ,G I 120 - 180 seconds H I 180 - 240 seconds. I I 240 - 300 seconds J I >300 seconds LOS Volume /Cap acity A up to 0.6 B 0.6-0.7 C 0.7-0.8 D 0.8-0.9 E • 0.9 -1.0 F greater than 1.0 Street Classification ' Principal Use Access access to abutting property Collector Arterial between access & minor Minor Arterial between collector & principal Principal Arterial between communities B. Volume (V) to capacity (C) ratios shall be used to quantify LOS for corridors as follows: C. The Department of Public Works may, in its discretion, utilize either a standard LOS gradation system or, in the case of intersections that are experiencing high congestion, an expanded LOS gradation system to evaluate. The LOS gradations for intersections, based on average delays are: (Ord. 1769 §3(parr), 1993) 9.48.040 Arterial classification system. A. The Tukwila Functional Arterial Classification System, which is in accord with required Federal and Washington State arterial standards, is as follows: B. The Department of Public Works shall classify all streets in the City in accordance with the classifications in Subsection A. Such classifications shall be reviewed and modified as necessary by the Department from time to time. (Ord. 1769 §3(parr), 1993) 9.48.050 LOS standards for specific locations. A. A minimum LOS standard of E for traffic capacity shall be maintained, based upon a calculation of average LOS, for the following arterial segments: 1. E Marginal Way (S. 112th St. to North City Limit) 2. Interurban ( Southcenter Blvd. to I.5) 3. Pacific Highway S. (S. 152nd Sc. to Boeing Access Rd.) • ..Nw., TITLE 9 — VEHICLES AND TRAFFIC 4. West Valley Rd (I -405 to S. 180th St.) 5. Southcenter Parkway south of S. 180th St. B. In the Central Business District ( "CBD ") area, a minimum average LOS level of E shall be maintained. In the CBD, LOS shall be determined by using the "link" averages for the 17 segments defined in the Transportation Element of the Comprehensive Plan. For purposes of this section, the CBD is the area bounded by I -5, 1 -405, the Green River, and S. 180 St.) C. A minimum LOS standard of E for traffic capacity shall be maintained, based upon a calculation of LOS for individual intersections and corridor segments for all other minor, collector and principal arterials principally serving commercially zoned property. D. A minimum LOS standard of D for traffic capacity shall be maintained, based upon a calculation of LOS for individual intersections and corridor segments for all minor and collector arterials in predominantly residential areas, provided that for the following arterials, LOS shall be calculated based on the average LOS for the arterial: 42nd Ave. S., S. 160th St., S. 164th St., Macadam, S. 124th St., S. 130th St., S. 132nd St., S. 144th St., 53rd Ave. S., and 65th Ave. S. E. Access streets which exceed 1,000 vehicles per day volume will be evaluated on a case by case basis to determine whether traffic improvements or control measures are required to reduce volumes and provide adequate safety. (Ord. 1769 §3(part), 1993) 9.48.060 Design of arterial improvements; load limits. A. Arterial improvements in commercial areas shall be designed to include trucking geometric and loading parameters. B. Trucking will be allowed on all arterials as well as commercial area access streets unless restricted by load limits. Load limits may be used as restrictions following a traffic study. (Ord. 1769 §3(parr), 1993) 9.48.070 Traffic studies and mitigation. A. TMC 9.48.050 identifies Level of Service standards for specific areas and corridors that can be maintained by making improvements identified in the Transportation Element based on 2015 "build out" development traffic projections. Level of Service standards are also established for other non - specific arterials and for access streets. B. Fairshare mitigation costs/trip for the specific areas and corridors identified in TMC 9.48.050 are provided in the Transportation Element and subsequent updates of the Capital Improvement Plan. C. Any proposed project which requires a Type 1, 2, 3, 4 or 5 decision and which will generate five or more vehicle trips in an AM, noon, or PM peak hour period shall submit, as part of the application process, a TUKWILA MUNICIPAL CODE trip generation analysis using standard generation rates published by the Institute of Transportation Engineers, other standard references, or from other documented information and surveys approved by the Department of Public Works. In addition, such projects shall submit a trip distribution study, unless the requirement for such study is waived by the Department of Public Works. D. If the trip generation and distribution studies demonstrate that the proposed project will generate five or more additional peak hour traffic trips in a specific area or corridor prior to the horizon year established by the Transportation Element of the Comprehensive Plan established in TMC 9.48.050, impact mitigation fees shall be paid for the fairshare mitigation costs established in the Transportation Element of the Comprehensive Plan or subsequent Capital Improvement Plan. E. If the trip generation and distribution studies demonstrate that the proposed project will generate five 5 or more additional peak hour traffic trips on any non-specific arterial or access street such that the intersection, corridor, or area will be below the Level of Service standards established in TMC 9.48.050, prior to the horizon year established by the Transportation Element of the Comprehensive Plan, the Director of the Department of Public Works shall require, as appropriate to the particular circumstances, one of the following methods for mitigation of the project's traffic impacts: 1. Require the applicant to pay a mitigation payment equal to the applicant's proportionate fair share of the cost of the improvements necessary to restore the intersection(s) arterial(s) or access street(s) to (1) the level of service that would exist at the time the project is completed, but without project traffic, or (2) the level of service standard established in TMC 9.48.050; or 2. Require the applicant to complete the improvements required to restore the intersection(s) arterial(s) or access street(s) to (1) the level of service that would exist at the time the project is completed, but without project traffic, or (2) the level of service standard established in TMC 9.48.050; or 3. In appropriate cases, mitigation may consist of a combination of improvements constructed by the applicant and mitigation payments. If the proposed project does not generate five or more additional peak hour traffic trips at an intersection or corridor which will be below the Level of Service standards established in TMC 9.48.050 prior to the horizon year for the Transportation Element of the Comprehensive Plan, no mitigation under this section will be required. F. A project applicant shall have the right to mitigate all or a portion of the capacity impacts of a project by utilizing capacity mitigation measures, including but not limited to, carpooling and rideshare ......«..,.............: r -.........,.......«.. ...,.-..._ R. .....o.- ......,....,w.»r... «,.. r..mr n...., ..ewr+n.aw. .«��... »�.�r- r....... �...::,�- .r.a.... ....,�,...w..:........ ...,...w programs, widenings (roadway, lane, radius), signal improvements, and other capacity improvements. In the event that mitigation measures such as carpooling and rideshare programs are proposed, the applicant shall execute such agreements with the City as are necessary to assure the permanent availability of such programs. G. In the event that the applicant completes improvements which are part of the Circulation System adopted in the Comprehensive Plan and the cost of such improvements exceeds the applicant's proportionate fair share of the cost of such improvements, the applicant shall be entitled to apply to enter into a Latecomer Agreement with the City. H. The Mitigation Payment Schedule for the Transportation Element of the Comprehensive Plan shall be updated every three years or with the annual Capital Improvement Plan update. (Ord 1769 §3(part), 1993) 9.48.080 Mitigation of traffic safety hazards. A. If the Department of Public Works determines that a hazard to safety could reasonably exist as a result of traffic generated by a project, the applicant shall be required to construct the improvements necessary to mitigate the traffic safety hazard regardless of whether the roadway corridor or intersection meets the capacity standards of this chapter. B. If the Department of Public Works determines that there is an existing hazard to safety affecting a traffic corridor or intersection which will be impacted by traffic from a proposed project and that the improvements necessary to resolve the safety hazard are not a funded project in the Capital Improvement Program and are not already funded for correction from other sources, the applicant shall have the option of (1) constructing the improvements necessary to mitigate the traffic safety hazard, subject to the right to apply to enter into a Latecomer Agreement regarding such project, or (2) postponing the project until such time as a project to correct the safety hazard has been fully funded. (Ord. 1769 §3(part), 1993) ....••.." . • -• . • • • .• ''• • •• • 11 rri I A ()SS NI i I I kSSOCIA l'ES .CONSUIZING ENGINEERS . May 15, 1998 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • Regarding: 97-T-26 Fort Dent Three Office Building (D97-0395) RFA #970102-26 Dear Mr. Griffin: We have reviewed additional information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. We have no additional comments. Enclosed are the drawings, calculations, soils report, and correspondence from the engineer for your use. We have forwarded a copy of this letter to the permit applicant, John C. Radovich Development Company, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, R Crystal Kolke Senior Plan Reviewer c:\fossaltiltukwila\97t26r3.doe T ROBERT FOSSATTI ASSOCIATES, INC., P.S. cc: Ms. Rebecca Davidson John C. Radovich Development Company 2000 - 124th Avenue NE, B-103 Bellevue, WA 98005 A PROFESSIONAL 2030 FIRST SERVICES ' SUITE 203 CORPORATION SEATTLE, WASHINGTON 98121 TELEPHONE: (200) 256-1803 .• FAX: (206) 256-0197 Subject: Reference: Dear Rebecca: • Wall Loads • Column Loads • Slab Loads December 20, 1996 E- 3007 -7 John C. Radovich Development Company 2000 - 124th Avenue Northeast, Suite B -103 Bellevue, Washington 98005 Attention: Rebecca Davidson Geotechnical Engineering Study Update Fort Dent 3 Tukwila, Washington Earth Consultants, Inc. Geotechnical Engineering Study E- 3007 -2, November 2, 1987 (7_ DEC 2 C 1997 Earth Consultants Inc. CieWtnchnlc al I.nuinerrs. Ce oIogists R IinvIrnnmvnial Sc9rnusts In accordance with your request, we have prepared this geotechnical engineering study update in accordance with our proposal dated November 15, 1996. The purpose of our work was to review the current site conditions and the information in the referenced geotechnical engineering study, and to provide geotechnical recommendations for the currently proposed development. It is our understanding that a two -story office building is planned for the site. The current finish floor elevation is planned for elevation 28.5. A stockpile of fill soil from the previous Fort Dent office building development is currently located over the majority of the footprint for the proposed building. We understand the stockpile was placed in late 1990 and early 1991. The current topographic survey indicates the stockpile is four to six feet in height. Based on our experience with similar projects, we would anticipate the following structural loads: 4 to 5 kips per lineal foot 100 to 150 kips 150 pounds per square foot If the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (206) 643.3780 Seattle (206) 464 -1584 FAX (206) 74-608-60 Tacoma (206) 272.6608 RECEIVED CITY OF TUKWILA DEC 1 91997 PERMIT CENTER John C. Radovich Development Company December 20, 1996 Soil Conditions Discussion and Recommendations General E- 3007 -7 Page 2 Based on the information contained in the referenced study, in general, the site is underlain by loose to medium dense silt and silty sand (Unified Soil Classification ML, SM and ML). The soil within the stockpile likely consists of similar soil. It is our understanding that the soil in the stockpile was not compacted when it was placed. In our opinion, the proposed building can be constructed generally as planned provided the recommendations contained in this report are incorporated into the final design. Building support can be provided using conventional spread and continuous footing foundation systems bearing on a minimum of two feet of structural fill. The areas of the proposed building that are located outside the limit of the stockpile will require surcharging to reduce the potential for differential settlement. In addition, the soil in the stockpile must be compacted to the requirements of structural fill, which will be difficult or impossible during wet weather conditions, unless the soil is treated with cement or cement kiln dust. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of John C. Radovich Development Company and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The building and pavement areas should be stripped and cleared of surface vegetation, organic material and other deleterious material. The ground surface where structural fill, foundations, or slabs are to be placed should be observed by a representative of ECI. Proofrolling may be necessary in order to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. Earth Consultants, Ina. Surcharge Program • John C. Radovich Development Company December 20, 1996 Earth Consultants, Inc. E- 3007 -7 Page 3 Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load- bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D- 1557 -78 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and should be compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. During dry weather, most soils which are compactible and non - organic can be used as structural fill. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum size of three inches and no more than five percent fines passing the No. 200 sieve based on the minus 3/4 -inch fraction. Based on the planned finish floor elevation of 28.5, and the proposed location of the building, a partial surcharge program should be used to reduce the potential for differential settlement. The areas recommended to be surcharged are shown on Plate 1. The surcharge should be placed to an elevation of 33 feet, and the top of the surcharge should extend a minimum of three feet beyond the building walls. The side slopes of the fill should be sloped at a gradient of 1 H:1 V or flatter. We estimate that settlements induced by the surcharge program will be on the order of one to three inches. Surcharge fill does not have to meet any specific requirements except that the material should have an in -place unit weight of one hundred twenty (120) pounds per cubic foot (pcf). However, if the surcharge fill material is to be used for structural fill in other areas after completion of the surcharge program, it should meet the requirements for structural fill discussed previously. Because the purpose of the surcharge fill is to induce settlement, it is necessary to monitor both the magnitude and rate of such settlement. To accomplish this, settlement markers should be installed within the areas to be surcharged. The settlement markers should be placed on the existing site subgrade before any fill is placed. A typical settlement marker is depicted on Plate 2, Typical Settlement Marker Detail. Once installed, and while fill is being placed, the settlements caused by the filling operation should be recorded daily. Foundations John C. Radovich Development Company December 20, 1996 Earth Consultants, Inc. E- 3007 -7 Page 4 For the first two weeks after the surcharge fill is in place, readings should be acquired at two to three day intervals. Subsequently, readings may be obtained on a weekly basis, until either settlements cease, or the anticipated remaining settlements are judged to be within tolerable limits. We should be retained to install the settlement markers and acquire the settlement readings. Should the readings be made by another organization, the measurements must be provided to us in a timely manner to allow for interpretation of the data. This will help avoid any misinterpretation or misunderstanding regarding the success of the surcharge program. Fill for landscaping purposes should not be placed near the building since additional fill could induce further settlements after the building is constructed. If such fill is planned, the surcharge should be extended to three feet beyond the planned landscape fill, or a lightweight fill should be used. Based on the results of our study, it is our opinion the proposed building can be supported on conventional spread and continuous footing foundations bearing on structural fill. Exterior foundation elements should be placed at a minimum depth of eighteen (18) inchhds below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. With foundation support obtained as described, for design, an allowable bearing capacity of two thousand, five hundred (2,500) pounds per square foot (psf) can be used. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty -four (24) inches, respectively. Loading of this magnitude would be provided with theoretical factor -of- safety in excess of three against actual shear failure. For short -term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. With structural loading as expected, total settlement in the range of one inch is anticipated with differential movement of about one -half inch. Most of the anticipated settlements should occur during construction as the dead loads are applied. John C. Radovich Development Company December 20, 1996 Retaining Walls Earth Consultants, Inc. E- 3007 -7 Page 5 Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.40 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred fifty (350) pcf. These lateral resistance values are allowable values, a factor -of- safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Retaining walls and foundation walls that will act as retaining walls should be designed to resist lateral earth pressures imposed by the retained soils. Walls that are designed to yield can be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty -five (35) pounds per cubic foot (pcf). The equivalent fluid weight should be increased to fifty (50) pcf for walls that are restrained at the top from free movement. These values are based on horizontal backfill, and that surcharges due to hydrostatic pressures, traffic, slopes, structural loads or other surcharge loads will not act on walls. If such surcharges are to apply, they should be added to the above design lateral pressures. The lateral resistance design values (friction and passive pressure) given in the previous foundation section are applicable for retaining walls. Retaining walls should be backfilled with a free - draining material conforming to the WSDOT specification for gravel backfill for walls (WSDOT 9- 03.12(2)). The free - draining material should extend a minimum of eighteen inches behind the wall. The remainder of the backfill should consist of structural fill. A perforated drain pipe should be placed at the base of the wall. Drain pipes located in the free - draining backfill soil should be perforated with holes less than 1/2-inch in diameter. The drain pipe should be surrounded by a minimum of one cubic foot per lineal foot with 3/4 -inch rock or should be wrapped with a filter fabric. Slab -on -Grade Floors John C. Radovich Development Company December 20, 1996 Seismic Design Considerations Earth Consultants, Inc. E- 3007 -7 Page 6 Slab -on -grade floors should be supported on a minimum of one foot of structural fill. Disturbed subgrade soil must either be recompacted or replaced with structural fill. Slab -on- grade floors should be designed by the structural engineer based on the anticipated loading and the subgrade support characteristics. A modulus of vertical subgrade reaction of two hundred (200) pounds per cubic inch (pci) may be used for design. Concrete slabs resting on soil ultimately cause the moisture content of the underlying soils to rise. This results from continued capillary rise and the ending of normal evapotranspiration. As concrete is permeable, moisture will eventually penetrate the slab resulting in a condition commonly known as a "wet slab" and poor adhesion of floor coverings. To minimize the potential for a wet slab, suitable moisture protection measure should be used. Various alternatives exist, including concrete toppings or additives and synthetic moisture - resistant membranes. Information on the product usage, installation and warranty should be obtained from the manufacturer if these products are used. The effectiveness of such measures can be improved by installing a capillary break under the membrane or damp - proofed slab. A capillary break, if used, should consist of a minimum of four inches of free - draining sand or gravel. If a moisture - resistant membrane is used, two inches of damp sand should be placed over the membrane for protection during construction and to aid in curing of the concrete. The Puget Lowland is classified as a Seismic Zone 3 by the Uniform Building Code (UBC). The largest earthquakes in the Puget Lowland are widespread and have been subcrustal events, ranging in depth from thirty (30) to fifty -five (55) miles. Such deep events have exhibited no surface faulting. Structures are subject to damage from earthquakes due to direct or indirect action. Direct action is represented by shaking. Indirect action is represented by movement of the soil supporting foundations and is typified by ground failure (rupture), liquefaction, or slope failure. John C. Radovich Development Company December 20, 1996 E- 3007 -7 Page 7 Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. The effects of liquefaction may be large total and /or differential settlement for structures with foundations founded in the liquefying soils. Groundshaking of sufficient duration results in the loss of grain -to -grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid for short periods of time. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sands and silt); it must be loose to medium dense; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. Based on the available subsurface information, it is our opinion that portions of the soil underlying the site have a moderate potential for liquefaction. However, provided the recommendations contained in this report are followed, it is our opinion that the effect of liquefaction on the proposed structure is anticipated to be minimal if the recommendations contained in this report are followed. We estimate liquefaction induced settlement would be in the range of the estimated post construction settlements discussed earlier (1.5 inches). The UBC Earthquake regulations contain a static force procedure and a dynamic force procedure for design base shear calculations. Based on the encountered soil conditions, in our opinion a site coefficient of S2 = 1.5 should be used for the static force procedure as outlined in Section 1634 of the 1994 UBC. For the dynamic force procedure outlined in section 1629 of the 1994 UBC, the curve for Soft to Medium Clays and Sands (soil type 3) should be used for Figure 3, Normalized Response Spectra Shapes. Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state and Federal safety regulations. Based on the information obtained from our field exploration and laboratory testing, in our opinion, the on -site soil would be classified as Type C in accordance with OSHA regulations. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1.5H;1 V. Earth Consultants, Inc. Wa4 i uv:' ia...; a9: wxnw�u. w. +...<.....,.n„r..r rev.. .....- .><.. :�,w.«'woo ...v...,... John C. Radovich Development Company December 20, 1996 Site Drainage Earth Consultants, Inc. .^4f.n�wrtY rr. ws.�� E- 3007 -7 Page 8 If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H:1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of any slopes. All permanently - exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. If seepage is encountered in foundation or grade beam excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. During construction, the site must be graded such that surface water is directed off the site. Water must not be allowed to stand in any area where buildings, slabs or pavements are to be constructed. Loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten "feet away ftom the buildings, except in paved areas, which can be sloped at a gradient of two percent. In our opinion, foundation drains should be installed around the perimeter of the building. The drains should be installed at or just below the bottom of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on Plate 3. Under no circumstances should roof downspout drain lines be connected to any foundation drain system. All roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the foundation drain and downspout tightline systems. John C. Radovich Development Company December 20, 1996 Pavement Areas Earth Consultants, Inc. E- 3007 -7 Page 9 The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. This means at least the top twelve (12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM D- 1557 -78). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. The following pavement section for lightly - loaded areas can be used: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. We will be pleased to assist in developing appropriate pavement sections for heavy traffic zones, if needed. Pavement materials should conform to WSDOT specifications. A Class B asphalt mix should be used. Utility Support and Backfill Based on the available subsurface information, the soils expected to be exposed by shallow utility excavations should provide adequate support for utilities. Deeper utility installations may require stabilization of the trench bottom. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve inches above the crown of the pipe before any heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve inches. A typical trench backfill section and compaction requirements for load supporting and non -load supporting areas is presented on Plate 4. John C. Radovich Development Company December 20, 1996 Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided to us by you, and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data included in the referenced study. Soil and groundwater conditions between explorations may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services LIMITATIONS As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. Earth Consultants, Inc. E- 3007 -7 Page 10 ' of Geote KRC/kml • - • • Plate 1 - Site Plan Plate 2 - Typical Settlement Marker Plate 3 - Typical Footing Drain Plate 4 - Typical Utility Trench Backfill SIO e appreciate the opportunity to be of service on this project. Should you have an questions or need additional information, please contact us., Yours very truly, ....::EART1711CONSU Earth Coneuttanta, Inc. . . . „. . . " • .• • • ..„. . • :• • .„. • • • • •• •••• • • ' • • . • • ,• .• • .. ��Sd'i1h 5 4^.'J iY��� +Mnc 0 30 Mtn.vY.ortto trtea. r. y+ naur. r+. isw. f.. 4. xrovMrr' ww4.« v« ww.... w...+....... .v...wnwww.ena+tnsrnM1W4YAAWvii. ofrlkwKNawMrwxuMwsk t.*wrr*..y+rnw..+. n.00UV 0tAt!trAYM 60 twa Approximate Scale Asphalt Pavement 120ft. Earth Consultants Inc. Gcaodnlrnl Eng:Incas. Geologists a Environmental Scientists Proj. No. 3007 -7 l Drwn. GLS . IDate Dec. '96 Asphalt Pavement LEGEND Proposed Building Area of Surcharge to Elevation 33' (Extend Surcharge to 3 feet beyond Building Walls) Site Plan Fort Dent Ill Tukwila, Washington Checked KRC I Date 12/20/96 I Plate 1 25 25 Z °laid 96/0Z/Z! elea OLIN Pa)13 uol6uluseM '�IIM 1fl L III wUeo pod 114130 a3)4EldW IN3IN371_13S lVOldu Hid peoleid JO a ieyoin9 .., •; ��'. �iurxs y. r...».+«»........ r. wwawF+ wsa.....+... r. w. sr..., .�wne.+..ra,.w,r.xs...x:.rati.rr wiur.a�rw,% «..,.... 96, 'oea 01ea S-I •uMJO L-L00£ 'oN 'lad s,siiu.ps IItIu3wuaIAva a s1sinawo •s+x Mein rciutp4svo Dui sluelnsuoD LiptYa 'eoepns illl to doi enoge lea} Z veal le pue xe wogs iamieynl 'MOB'S ollseld to dol enoge seyoul g iseej le pualxe wogs poi iaO{iew !eels •s6ulldnoo o!iseld ill - sseid yi!M peloeuuoo eq ueo enaels o!lseld Jo suolloas leuoll!PPV •s6u!ldnoo pepeei yilm peloeuuoo eq ueo poi pew to suolloas leuolllppy •aseq io poi o1 peyoeue ION sl eAee 9 6u!gni oliseld . e1ewelp you! Z to islsuoo pinoys poi iamiew 6uipunouns eneels enlloeloid •aseq to eels pee uo iayseM pue 1nu lCq aseq 01 pegoel1e sl poi iwyielnl 'spue yloq le pepeeigl poi laais ielowe!p you! Z /i.•Si poi ia�{ieW •pue9 uolloeil to islsuoo pinoys 'peilnbei }! 'lelialew 6uIPPeg •eloy ie1awelp you! 8/g pew ielueo yi!M poomiqd loot, Z i(q poi you! tic sislsuoo eseg S31ON OUVONV.S JNIMV110 NOLLOfIalSNOO V ION 31VOS 01 ION - /ONO OI1VVOHOS II!d peolaid JO e6ieyoing 6 inch min. 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric f 2 inch min. / 4 inch max. • O 1 Slope To Drain LEGEND Surface seal; native soil or other low permeability material. Fine aggregate for Portland Cement Concrete; Section 9- 03.1(2) of the WSDOT Specifications. Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing • lines. Wrap with Mirafi 140 Filter Fabric or equivalent. Earth Consultants Inc. Georchnka! anyfineras. Goologlsls 1. Fm1iom aual Sdr n Ws Proj. No. 3007 -7 I Drwn. GLS j Date Dec. '96 •••*I • • • •• : ••. ••O �•'•. •.. 12 inch — - min. SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING .,.. .- .•.,•••...••0•••...+r.m.fx -.s ern. r«. n.m or+. w .+.y.nnn.wv.. ° • 0 ° •o • ° • • •• • ° - e • 0 ° - • O a •� - •♦ i .•;:t • •..� •� •�- - - ° a ° ° O o - 0 ° • 18 inch min. . 2 inch min. TYPICAL FOOTING SUBDRAIN DETAIL Fort Dent III Tukwila, Washington Checked KRC I Date 12/20/96 i Plate 3 1 in�'vi,= ''o'S'n";!L'n:ji%,An i�rtrxa. rs��H�w• nrrrs :.unnm:aa�,unr:r »y.ne:i..�m • O • ° o o ° j: 0 Backfill. Bedding V A V LEGEND: Earth Consultants Inc. G arcMkal f'ngpxrrs. Groloasis ♦ fiwimm niwl Scirruks s Pro]. No. 3007 -7 Drwn. GLS Date Dec. '96 ewa..Vrn 1 .aawm ✓n.. ... riw4..t.n.f..i.em Non -Load Supporting Areas Base Material or Base Rock Floor Slab or Roadway Areas i Io.•. r{ Q • p � 4,. o o O . • . . 0 % • o; • 2r �QO�o:� ; d 00� ?otiQoo — r Varies Asphalt or Concrete Pavement or Concrete Floor Slab 1 Foot Minimum Varies Varies Backfill; Compacted On -Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557 -78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. Bedding Material; Material Type Depends on Type of Pipe and Laying Conditions. Bedding Should Conform to the Manufacturers Recommendations for the Type of Pipe Selected: TYPICAL UTILITY TRENCH FILL Fort Dent III Tukwila, Washington a.".M•nwtr•et¢oovervM'. o•tltn.:ntwtkuvYw+.rwt. .}y!fS't Y:; Checked . KRC Date 12/20/96 Plate 4 TRANSMITTAL TO #.G , .e/ ow.- ✓ G.�'v."7 JOB NO: SUBJECT: s °�G�V COMMENTS: BY: C >> a, G�G GA 830 179th Place N.E„ Bellevue, Washington 98008 (206)644 -6400 • FAX(206)644 -0463 TO: kw /9-e- e " fP.1 C te JOB OW2.- I.AP/1 5J1)e• 4 ATTN: 27.0i/G0 416" ; • BY: .••••• ()) €25fr e.) NO. . . SUBJECT: 4/fr .. .. ..... • • .............. • • . • . . • ....... . . . . . . . . . . . . . . . . . . . . . . . ..................... . . . filZ .00 830 179th Mace N.E., Bellevue, Washington 98008 (206)644-6400 • FAX(206)644-0463 March 31, 1998 198 RECEIVED APR 0 3 1998 w ,EF . F,9 PO. j Kia Co Job No: 9763 830 179th Place N.E. Bellevue, WA 98008 Phone.425.644 -6400 Fax 425.644 -0463 K I . A CO Ferrari Design Group Architects, PS 12277 134th CT. NE Suite 203 Redmond, Washington 98052 -2433 ATTN : Mr. Frank Heffernan : Fort Dent III Office Building Regarding: 97 -T -26 RFA #970102.26 This letter is in response to the letter from City of Tukwila (Robert Fossati & Assoc.) dated January 28, 1998 for structural review comments. Our respond follows: General: 1. Please see enclosed revised drawings. 2. Correction has been made to the structural notes. 3. Correction has been made. Concrete is used at the mechanical unit platform on the roof. 4. Please see enclosed plans for revised entry per request by City of Tukwila. Vertical: 5. Please see enclosed calculations and plans. 6. Please see revised calculations on V -5 and roof framing plan. 7. Please see revised drawings. 8. Mechanical shaft is shown on the structural drawings. This shaft is for mechanical unit on the roof. 2. Foundation plan has been revised. 9 . Mechanical unit weight is called out on the drawings and sheet V-6 has been 10. Page V -7 is voided out. 11. Skylights were eliminated per request by City of Tukwila and foundation plan has been revised. 13. Correction has been made. 14. Please see sheet L-29 of the calculations 15. Welding is called out on 11 /S6. 16 Correction has been made. 17. Please see sheet L -30 (new). 18. Please see enclosed calculations. 19. Correction has been made. 20. Please see enclosed calculations and sheet S -2. Please call if you have any questions. Kia Co. Alireza Ghassemikia, PE 7� r- G Gt 3 3.) 7 'dr� G Tc.T� e9 44') 4, -e6 j G -) )(0 ' - s./1,ije v-.9' 9' 0 ,17_ • 26 A' w6 ,/s�f . 3) ► I . fob ,,Z/ J T.�4./✓ Z 7 -/ )J • 0%/.��j/5_77) ✓� RECEIVED APP 3 1998 RO8F.R'' FOSSATTl ASSOC. • RECEIVED APR 0 3 1998 O Pro)ect/Sub$ect a By Sheet No. Date Job No. 3 — ,,a 97f, cutt fl fl' !.. W, K d (&) 34 ibb5 Ibb5" 3 I S' 4 34 /oh 3" 5 I 51. 7 262. b T 5 I C13 9 I e6C taw ii 3 3 /30- r AfOkr/i_. Of/ (o/g. .1".0:1) (P1.4 1107; 140p) 2- 174 ) 717 k o 4 - ,k J6 so- )1) .$ 0 (.) Project/Subject roier I3e;NT Tie,eee. /4-. • 7 ,9 >»), • •••••• dfr.4' ps•v-0` # By PiH Date >zelqV Sheet No. L-7 Job No. U Nr1 .wfv�R'sni 'SST —WiS'r ,D10607/014 r� Z°. F3 (5 0 )to,o5scty M r = IheA lad 1(444 K fi W/Aa 1 r4 3.4 l� 1 IC' 1 i7 1 8 !q •,!' 5.4 3,4 cp 3,4 27 30 31 ,d d tio 4$ 45 4.5 4s 411 25 v5" 2S 2$ . ZS` SD 50 50 50 50 50 ♦ 45 :f.¢r:ir.,v.. +t�n..f.sYtiv.Mtw�v rrt nwc�+ tlTr s �) t,3.d- '3rqy Wit-1 3,444 ;94 13 13. a,ss 13" 13 1 . 3 15 Z.,9• sci 317CG '13 o, co 0 - Pro)ecVSubject � ogr DE/I itiVI\14 44W ^Ve sn: 4Pe itt eZ's: 31,4.::c19e15.0Hic1*41i't2tViAV trk.RaWU*rxtan:l :5,3 18 863 1,47 e;sa 7,47 �.ra 7, 47 3,s3 7,47 3,53 7, 47 5; 3 /8 5s /163 B,ss 1 .3V 8 5, 18, 3 5.3 /6 3.53 `7i 31( 5:3 1��3 7: viva. 4/7 'tick 4,7 si, c0c1 7 • By g izlgr Sheet No. Job /766 3 TOTAL SLAB DEPTH & CONCRETE WT. psi DECK GAGE NUMBER OF SPANS SPAN F4 6' -0" 6'•6" 7'•0" 7'•6" 8' -0" 8' -6" 9'•D" 9'•6' 10' -0" 10' -6" 11' -0" 47 F 1..:232•,4 :199 ••:.. ..i.173 • _ 151 , 132 .• 117 104'.`: 92 82 74 66 261 228 202 151 . ..132 117 104 :;. 92 82 74 66 228 202 151: .. 132 . 117 104;: 92 82 . 74 66 182 1785 1755 1725 1700 1680 1660 1640 1625 1610 1600 .46 .47 .48 .48 .49 .50 .50 .51 .51 .52 2035. 1980 1935 1895 1855 1825 1800 1775 1750 1730 1715 ,40 .42 .43 Al_ .44 .45_ .46 .47 48 48 • 275 240 . 183 160 141 124 110 • _.96._ 98 88 79 71 275 240 212 189 170 124 110 98 88 79 71 31/2" COIL 275 1 890 .40 240 1845 .41 212 1805 .42 189 1775 .42 170 1745 .43 124 1715 .44 110:. 1695 .44 98 1670 .45 88 1655 .45 79 1635 .46 71 1620 .46 2145 2080 2020 1975 1930 1895 1860 1830 1805 1780 1760 35 38 37 _311 .39 an an 41 42 42 43_ 298 261 230 205 184 . 137 122 i:. 108 - 97 87 78 298 261 •230 205 184 167 152 108 97 87 • 78 30.5 18 e 298 045 261 1985 230 1930 205 1885 184 1845 167 1810 152 1780 138 1750 127 1725 87 1705 78 1685 .32 .33 .34 .35 .35 .36 .37 37 38 .38 .39 2380 2295 2220 2155 2095 2050 2005 1965 1930 1895 1865 27 28 29 In 31 32_._.33 3334 34 35._._ 29B 260 230 205 184 166 151 108 96 86 78 298 260 230 205 184 166 151 138 127 86 78 16 co) 'I' 298 2 215 260 2140 230 2070 205 2015 184 1965 166 1920 151 1880 138 1845 127 1815 117 1785 108 1760 .26 .27 .28 •.29 .30 .30 .31 .32 .32 .33 .33 2635 2525 2430 2350 2280 2215 2160 2110 2065 2025 1990 .22 .23 .24 .25 .26 .26 .27 .28 .28 ,29 .2j ....289f ..-..::231. _ . 200 ' . 175 153 135 120 • 107 95 85 76 300 • 300 266 268 200 •'• ..200:. • 22 .. 175 :. 175 ... 153 153 135 . ' •.'135 120 '.`. 120 , .. 107 107 95 95 85 85 76 76 Cr 2 065 2025 1995 1965 1940 1915 1900 1880 1865 1850 1835 .40 .41 41 42 .42 .43 .43 .44 .44 .45 .45 2275 2220 2170 2130 2095 2065 2035 2015 1990 1970 1950 36 37 .:18 -39 39 4n 41 41 4 42 300 x1::: ;244 . .::212... _ 185 • 163 144 ( 40 127.':' 113 101 91 81 300 279 247 220 . 163 144 127 1 ' 113 101 91 81 4 ,, 300 Q 2130 279 2085 247 2045 220 2010 163 1980 144 1955 127.1 1930 113 1910 101 1890 91 1875 81 1860 2 3 .35 2385 .36 2315 .37 2260 37 2215 38 2170 .38 2135 .39 2100 .39 2070 .40 2045 .40 2020 .40 1995 .32 32 .33 34` 35 36 37 37 38 • 300 300 266 237 ..35 178 157 _.36 140. 125 112 100 90 90 36.6 18 300 300 266 237 213 1 175 160 112 100 90 Cr 2285 2225 2170 2125 2085 2050 2020 1990 1965 1945 1925 2.9 .29 2620 .29 2530 .30 2460 .31 2395 .31 2335 .32 2285 . .32 2240 .33 2205 .33 .34 2165 2135 .34 2105 25 26 27 27 78 28 .29 30 30 31 31 300 300 265 236 212 192 138 :: 123 110 99 89 1 c 300 300 300 300 265 265 236 236 212 212 192 192 174 174 159 159 110 99 148 135 89 89 U Cr cr 2455 2375 2310 2255 2205 2160 2120 2085 2055 2025 2000 3,5 .24 2870 .25 2765 .25 2670 .26 2590 .26 2520 .27 2455 .27 2400 .28 2350 .28 .29 2305 2265 .29 2230 .20 .21 .22 .22 .23 .24 .24 .25 .25 .26 .26 ;300. • '229 ;.. ' 200 ' 175 155 137 122 109 97 87 22 300 300 300 300 229 • 229 • 200 . 200 175 175 155 155 . 137 137 122 122 109 97 109 97 87 87 2305 2265 2230 2205 2180 2155 2135 2120 2105 2090 2015 1 9 .36 2510 .36 2460 37 2410 .37 2370 .38 2335 .38 2305 .39 2275 .39 2250 39 39 2230 2210 .40 2190 '33 ,34_ .34 35 .35 36 38 97 37 3 300 11279 ..::._5:242 s::. .,: 211 :.,. 186: . 164 146 129 .._.77 116 103 93 1 �2 „ 20 nu cn 300 300 2332 300 300 23 32 282 282 2.33 W. 211'..._ 252 2250 186 186 . 2220 184 164 2195 146 146 .. 2170 129 129 21 35 118 103 116 103 2 .35 2 .36 93 93 2 .36 4 2 . . 2620 2555 2500 2450 2410 2370 2340 2310 2280 2260 2235 99 29 3n 31_.__,.31 32_3 33 33 93 34 300 300 300 . 231 . 203 180 - 159 ' • 142 127 114 103 42 18 300 300 300 300 300 300 272 272 244 244 220 220 159 _ 142 127 114 200 142 127 114 103 103 ,7 crl 2525 2460 2410 2365 2325 2290 2260 2230 2205 2180 2160 2 9 28 2860 28 2770 .27 2695 .28 2630 .28 2575 .28 2525 .29 .29 .30 .30 2480 2440 2405 2375 .30 2345 .23 ,24 ,24 .25 .25 .26 .26___ ZL. 2L. 27 28 S N P! f�.T L. CCU. 300 300 300 270 242 177 . 158 .•.: 140 126 112 101 1 6 300 300 300 300 300 300 270 270 242 242 219 219 199 140 126 112 199 182 167 ._. 112 101 101 • 2695 .22 2615 .22 2550 .23 2495 .23 2445 .24 2400 .24 2380 2325 2295 2265 .25 .25 .25 .26 2240 .26 3,6 3110 3000 2910 2830 2760 2695 2640 2590 2545 2505 2470 .19 .19 .20 .21 .21 .22 .22 .22 .23 .23 .24 ' FoRmLoK NORMAL WEIGI,, ;ONCRETE (145 pct) TOTAL SLAB - GALVANIZED OR PHa D /PAINTED DEPTH Shoring required In shaded areas. 6 VERCO 11/2 ' • -• ALLOWABLE SUPERIMPOSED IS (Lbs. /Sq. Ft.), DIAPHRAGM SHEAR VALUES (q) (Lbs. /L.F.) AND FLEXIBILITY FACTORS (F) r . 7/: • 4 or • 7 WELDS ill 3, 1998 Ms. Crystal Kolke Robert Fossatti Associates, Inc., P.S. 2030 First Avenue, Suite 203 Seattle, WA 98121 RE: Fort Dent Three Office Building (097-0395) Response to January 28, 1998 Structural Review Comments Dear Crystal: When we submitted our revisions to the City of Tukwila yesterday for the Fort Dent Three building permit, we were told to give our response to your structural review comments directly to you. Attached you will find a revised set of drawings, as well as a letter from our structural engineer, Kia Co., addressed to our architect, in response to your letter of January 28, 1998. Should you have any questions regarding this information please contact Alireza Ghassemikia, our structural engineer on this project. Thank you, Crystal, for your time and effort in the processing of our building permit. Sincerely, J RADO Li H DEVELOPMENT COMPANY becca Davidson J ohnC.Radovith. Development Company 2000 - 124th Ave. N.E. B-103 Bellevue, WA 98005 (425) 454•6060 *MU R O B E R T FOSS A S S O C I A T E S CONSUI TING ENGINEERS April 24, 1998 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Griffin: General Vertical A PROFESSIONAL SERVICES CORPORATION 2030 FIRST AVENUE SUITE 203 SEATrLE, \1ASIIINOTON 90121 TELEPIIONE:(200)250.1903 FAX: (206) 250.0107 RECEIVED APR 2 7 1998 COMMUNITY DEVELOPMENT Regarding: 97 -T -26 Fort Dent Three Office Building (D97 -0395) RFA #970102 -26 We have reviewed additional information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: 1. There is still no foundation shown on the drawings supporting the entry panel. Refer to Sheet S-1 and page CA -3 of the calculations. 2. Edge bars are missing from the interior edge of one leg of the entry panel, Sheet S-4. The panel elevation should be corrected for clarity. 3. The point load that the joist girders are supposed to be designed to needs to be identified on the drawings for the truss manufacturer's design information. Refer to the joist girders on Grids C and D between Grids 2 & 3 and 9 & 10. 4. Sheet A -2 and S-2 still do not coordinate on the location of the mechanical shaft in the center portion of the building. Lateral 5. There are two missing beam sizes called out on the Roof Framing Plan, Sheet S-3. Refer to the drag strut on Grid 5 and page L -29 of the calculations. 6. Detail 11/S -6 needs to call out the weld of the reinforcing to the stiffener plates. ..A ce The above listed review comments should be responded in itemized letter form. We ecOlninend that the permit applicant p licant have the structural Engineer of Record, KIA CO onsulting Engineers, respond fn the above comments and resubmit two copies of wised drawings and one copy of supplemental structural calculations directly to our supp em ce, unless noted otherwise above. We have forwarded a copy of this letter to the enn applicant, John C. Radovich Development Company, for your convenience. If you ave any questions or require any additional clarification, please call me directly at 125) 255-3099. incerely, AU! ASSOCIA TES, :IN . , „ • . " • . , • . • p4 -18 -1995 9:35PM CONTACT PERSON: N1C SUBMITTED TO: Bldg. iwbomily 0•0.1.11/ FROM JOHN C RADOVICH DEVE 206 453 9740 P.9 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: A►PK:IL 1 1'16 PROJECT NAME: PROJECT ADDRESS: E itoo (Rir+ PHONE Q'27�' 9zJ ' 3383 PLAN CHECK/PERMIT NUMBER: REVISION SUMMARY: B A N S 1E (N R s Jse 70 I V(W cosome rrS ?rum peArsisawc,) Smvc. S Kovs Aies Nom fe 4 , ii 'q& m.� . /iYP4. SHEET NUMBERS) ASV suees t 1'r i1' I.S/O/U.S ocovcs O . "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Planning cf, Fire D97-0395 Public Works RECEIVED CITY OF TUKWILA APR 9 2 5898 PERMIT CENTER 3/19/96 1 C -1 C -2 URBAN DESIGN, II;. Environmental Planning Civil Engineering Landscape Design & Project Management Services April 1, 1998 City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 1. The fire system has been looped. ..:k, ?rc:: +a.r rx::a.:_,:a...: a.• 4�• se },rrrayd ^:7.•::oatZ. fja 1. Pipe connection to the building has been shown, 2. The six inch pipe has revised to provide 2% slope. 3. The existing invert and rim has been shown on the sanitary manhole. Attention: Joanna Spencer Reference: Fort Dent III Dear Joanna, In response to your memo dated February 17, 1998 we have made the following revisions to the Fort Dent III drawings. 1. The survey drawing has been attached 2. The new water easement has been shown on the water plan. Please let us know if the alignment meets with your approval and we will forward the easement documents. 3. The geotech report information has been added. 4. The pre -load has already been done. 5. The existing outfall to the river will be abandoned. 6. Adjacent properties have been labeled. 7. The existing culvert to the Homewood Suites site will be shortened. 8. Trail easement is existing and has been clarified on the drawing. 9. Index list has been added. 10. The 9000cfs level has been shown in accordance with previous requirements. It is necessary to determine setbacks. 11. The existing building edge has been identified. 12. The impervious area subject to vehicular use has been shown. 13. Curb breaks have been added near the foot bridge, however the northeast area is sloped to drain to the curbs breaks as originally designed in order to provide a length of bioswale treatment before the runoff enters the closed storm system. 14. Note 11 has been modified and a note 13 has been added specifying ADS N -12 pipe. 15. A copy of the Riverbank study has been included. 16. The river widening sections as prepared and constructed for Fort Dent II have been included 17. The trail shoulder has been shown as graveled. 18. Frop tee has been added to CB #1. 19. The elevator shaft is still over 2 feet above the 100 year flooding elevation and therefore will not require any special flood proofing. Corporate Once: 733 7th Avenue, Suite 212 Kirkland, WA 98033 Telephone: (425) 822.4886 Fax (925) 822.7870 Hawaii Office: 311 South Lehua Street Kahului, Maui, HI 96732 Telephone: (808) 871 -5701 tT: r;07,r 147.9",MWrad =.." SS`s 7. RECEIVED CITY OF TUKWILA APR - 2 1998 PERMIT CENTER lean. High, Water level has been labeled:. he'silt fence has been added: sediment pond per KC Manual has been'added: , fie truck wash area will be sloped to the pond: The bench has been moved. Occasional plantings in the bioswale will not adversely, impact the ability of the swale remove oils or sediment. iou have any questions, please do not hesitate to call FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Bob Benedicto City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: PLAN REVIEW COMMENTS JANUARY 6, 1998 FORT DENT THREE 7100 FORT DENT WAY CITY REFERENCE NO. D97 -0395 FDG PROJECT NO. 96135.00 Dear Mr. Benedicto: WO* 00~0.10101,11104411104110.041t March 30, 1998 0 z z z CITY OF TUKWILA m c APR - 21998 PERMIT CENTER m m Z z z We are in receipt of your plan check comments (memo of 01/06/98 noted above) for the referenced project. Please review the following in response to your Items 1 through 8: 1. We have added a note to Drawing CS and to Drawing A5 stipulating requirements for building addressing and indicating the location on the building's exterior for the proposed identification. We have changed this identifying number to 7100 Fort Dent Way. 2. A site plan has been attached to this letter which shows the entire three building Fort Dent development. The proposed Fort Dent Three building has access to Fort Dent Way as do the earlier two buildings constructed by JCR Development. 3. We have revised the drawings to indicate a second area of evacuation assistance for stair number two as you have directed. 4. Door Number 15 on the door schedule has been identified as a one hour fire rated assembly. 5. We have added notes to Drawing A8 which detail the requirements for ventilation of stair enclosures which serve as areas of evacuation assistance. Mechanical plans will be provided to the City as a deferred submittal at the time of mechanical permit application to show equipment and methods for achieving code requirements. 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052 -2433 ;' NfIRiYF ' 4tYl TSlv um , .. yrc..,« w: uv� .wrub.:wrwaxnvnat.�r�»%:+zNw04 ,44 ea*ratrAMC Vtaav .V'6fa∎kttk , ' Fort Dent Three C 4:katuA V:PtaiW fdrfl�6lSi?�* -F' 2 """ March 30. 199a 6. The skylights initially proposed for this project have been eliminated. The Planning Department has directed that we return to an entry design which conforms to the 1990 BAR approvals granted the project. 7. The numbers of plumbing fixtures shown on the plans were based on Table 29A, Washington State Amendments as follows: Building Area = 40,000 s.f. Occupancy = B Occupant Load = 40,000 _ 200 = 200 Total of 200 occupants or 100 men; 100 women # of fixtures men: 3 required up to 55 persons, add one fixture for each additional 75 A total of 4* fixtures is required for men lavatories required = 2 (1 per 2 fixtures) * Up to one half of required fixtures may be urinals We have provided 2 water closets, 2 urinals and 2 lavatories - split between two floors # fixtures women: same calculations as above except all fixtures are water closets (4), lavatories provided total (2) On the basis of the above numbers, we believe the minimum fixture requirements have been met. The count may be increased when tenants have been identified and further information is available on exact numbers of occupants. This would be done as a part of tenant improvement permitting. Two additional points should be considered in establishing the required count. 1. Corridors, restrooms, stairways, storage areas, etc., need not be included in area calculations used to determine occupant Toad (UBC 1002.1.1). 2. The two story lobby area will reduce the 20,000 s.f. second floor area noted by at least 500 s.f. 8. Table 11 -F indicates that a minimum of 5 accessible parking stalls must be provided for the 142 stalls which occur on site. Our site plan has been revised to include a total of five accessible parking stalls (including two van accessible stalls). on' Dent Three F rank Heffernan, AIA A rchitect .: FH 1,199/111: R ebecca Davidson JCR Development Eric Jones : Foushee & Associates complete sets of revisions /drawings :are resubmitted for your continued eview. Please contact me with any additional questions. rf h.Trk'R A \ n =i m March 30, 1998. x CITY OF UI WILA APR - 21998 PERMIT CENTER T m z z . FERRARI DESIGN GROUP ARCHITECTS, PS Ms. Alexa Berlow City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: PLANNING DIVISION REVIEW JANUARY 21, 1998 FORT DENT THREE 7100 FORT DENT WAY CITY REFERENCE NO. D97 -0395 FDG PROJECT NO. 96135.00 Dear Mid Berlow: The four sets of drawings resubmitted to the City with this letter contain revisions which will, at your direction, return the entry design scheme of the project to that approved by the Board of Architectural Review in November of 1990. Please contact me with any additional questions or comments on the project. Sincerely, FERRARI DESI N G OUP, P.S. Frank Heffernan, AIA Architect FH 1200/111 Enclosures cc: Rebecca Davidson - JCR Development Eric Jones - Foushee & Associates 9 5 12277 134TH CT. N.E. SQ G1 'O 3 EDMOND WA 98052-2433 February 25, 1998 Dear Rebecca: Sincerely, te-)2 • Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0305 City of Tukwila Ms. Rebecca Davidson John C. Radovich 2000 124th Avenue Northeast, B -103 Bellevue, Washington 98005 :79X-e/C5a) SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0395 Fort Dent Three 7100 Fort Dent Wy John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, Planning Division and Public Works Department. At this time the Fire Department has no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 3665 TO: , ir I il ' Cal bgatn 07,- DATE: ' ciVi 7/9 & . TITLE: . FROM: c /' 0(a / /-tr.-t 627 1 COMPANY: TITLE: DEPARTMENT: DIVISION: , , :=M" FAX N CALLED: '12 77 iel tOmPtie_. IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: wwwwWwwwwww..... Yeetneweoveve•Cwwwvionr.v.v.v.WwX CI, Y OF TUKWILA — PULLIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 TOTAL NUMBER OF PAGES TRANSMrri INCLUDING THIS COVER SHEET: W.0%..1.1.020X1V.V.v..W.C.NOKONNOvhiiNAXIMMKNVM,P*Ave.\\ ,710:1". WOX447:44 SENT BY (INITIALS): 040774X.) SUBJECT: COMMENTS/MESSAGE: et Al S tP v / 17 4 t cj4 /ft e624 2 d. 0 , Ottc TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433-0179 Og/18/92 1.01.611 Prepared by Public Works Department 12/31/97 Page 1 of 1 NEB Gov 5r.Ucrl G, 4 RA ry vpot"DF_, SCoes DRAFT • Sewer Lift Stations 6 & 7 Upgrades Fair Share City Fort Dent 111 1 F.F.C. site NO. ITEM UNIT PRICE QUAN. TOTAL DESCRIPTION $ PORTION ' $ PORTION $ PORTION Pump & Motor Replacement $30,000 2 $60,000 New Devel.& City $22,701 $2,296 $35,003 2 Total Electrical Modifications: Electrical for LS #6 Pump Upgrade $9,000 1 $9,000 New Devel.& City $3,405 $344 $5,251 Electrical for LS #7 Pump Upgrade $7,000 1 $7,000 New Devel.& City $2,648 $268 $4,084 City's telemetry, alarm, and device $12,000 2 $24,000 City only $24,000 $0 $0 electrical upgrade. 3 Emergency Generator (in 1999) $25,000 1 $25,000 City only $25,000 $0 $0 SUBTOTAL $125,000 $77,754 $2,908 $44,338 10% Contingencies $12,500 $7,775 $291 $4,434 Subtotal Estimated Upgrade $137,500 $85,530 $3,199 $48,771 State Sales Tax (8.6 %) $11,825 $7,356 $275 $4,194 Total Estimated Upgrade $149,325 $92,885 $52,966 NOTES: Flows (gpd) Units % of Total Total Existing Projected City Flows 31,642 gpd 37.83% Total Proposed Fort Dent 111 Flows 3,200 gpd 3.83% Total Proposed FFC Flows ** 48,790 gpd 58.34% using 110 unit second Hotel Total Proposed + Existing 83,632 gpd 100% Prepared by Public Works Department 12/31/97 Page 1 of 1 NEB Gov 5r.Ucrl G, 4 RA ry vpot"DF_, SCoes DRAFT • DATE: • .vsorc,r «.» a «,e,.n•exr:a .r" February 17, 1998 PROJECT NAME: Fort Dent III PERMIT NO: Sheet C -1 .m.fs two° 1. w. etn. Kt� 'M.s�t.HNhJmu•.fAtkr,.AV+,..... Department of Public Works D97 -0395 e eM.+.a.MN.ttran etre'bwhIpR.4pi City of Tukwila John W. Rants, Mayor PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. a t • Ross A. Earnst, P. E., Director 1. Submit a boundary and topo survey prepared by Licensed Land Surveyor. 2. Submit copies of all recorded easements, and show all the recorded easements on plan. Due to the new proposal existing easements shall be modified or relinquished and new easements shall be shown on plans. Submit new easement documents reflecting new utility lines locations. 3. Cross reference the geotech reports on plans. Please list name of the geotech consulting firm's address, phone number and date /title of the report. 4. Will the site be pre - loaded with the surcharge placed to an elevation of 33 feet? If yes, is the pre -load included in the earthwork quantities on plan. Show pre -load location and cross section. Show location of settlement monitor plates. If the site will not be preloaded please submit a revised geotech report. 5. Is there an existing outfall to the river? If yes, please identify on plan. Will it be utilized with the new proposal ? 6. Label adjacent properties: Homewood Suites and Fort Dent II. 7. Label existing culvert with trash rock inlet on Homewood Suites site. Does it need to be modified? 8. Is access easement to the trail existing or proposed? Revise the callout to read existing or proposed. 9. Provide index of plan sheets - list and number all the C and L drawings including landscape irrigation plan. 10. Clarify callout "Elev. 18.3 /9000CFS below cross section A. What does the line the callout is pointing to represent? 11. What does symbol --- ' `--- outside the east property (2 places) represent? (also sheets C2 and C3) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 :V�ac3.xea:w..f+.:u.. vas. uaMM.; n .+�a'.cvarnn�:.vwvrrrj.e'.a�uwn wvt.+nv.w.uv w« .. .inwrmamaa:a+i.+�+rxr.ww...a..• Sheet C -2 Delete proposed SD system with new SD CB, or provide callouts for reference. 12. Specify on plan the square footage of vehicular use impervious area. 13. Add curb brakes for the curb segment east of proposed wooden foot bridge and the remaining NE curb segment. 14. ADS N -12 pipe shall be used for storm drainage system, please revise note 11. 15. Submit a riverbank stability analysis prepared by a geotech engineer to assure that the river bank is stable for the life of the project (with normal maintenance) and cross reference the report on plan. 16. Submit riverbank cross sections A thru G. 17. 2 ft shoulder along the conveyance and biofiltration swales shall be gravel with cinder: 2 "- 1/4 crushed rock + fines 6 "- 5/8 minus crushed rock. 18. New CB #1 shall be with frop tee and sheer gate - refer to Tukwila PW detail DS -13. 19. Flood Zone Control permit will be required for this project. Please submit FLOOD ELEVATION CERTIFICATE, contact Mr Phil Fraser, Public Works Surface Water Engineer @ (206)433 -0179 with any Flood Zone Control questions. Specify lowest finished floor elevation on plan - elevator shaft pit might require flood proofing. Specify 100 year flood elevation on plan. Sanitary Side Sewer 1. Show pipe connection from proposed building to the clean out. 2. Minimum Sanitary Side Sewer pipe slope shall be 1% for 8" pipe or 2% of 6" pipe, please revise pipe size /slope accordingly. 3. Show existing rim elevation, existing and proposed invert elevations for the existing Sanitary Side Sewer MH. Water 1. The proposed fire water system shall be looped. Dead end water mains are not allowed. 2. Revise "1" water meter" callout to read "1" exempt irrigation water meter." Sheet C -3 1. Clarify callout "ELEV. 18.3 /9000CFS below cross section A. 2. Silt fence shall be extended around the SW side of the property. 3. Provide a sediment pond w /gravel cone per KC Surface Water Design Manual - show where the discharge go. 4. Provide a truck wash pad area draining to thea sediment pond. Sheet L -1 1. Bench shown in bioswale @ NE corner, please relocate. 2. Does the proposed landscape planting have any adverse impact on bioswale function. 1Cth!LYlYfYYnW i : Permit Center rom: Alexa Berlow, Associate Planner (206) 431-3673 Department of Community Development Steve Lancaster, Director Fort Dent Three - D97-0395 The Planning Division does not approve the building permit submittal for Fort Dent Three. The south building elevation does not reflect the entry design scheme approved by the Board of Architectural Review on November 1990. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431•3665 _ # TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: January 6, 1998 PROJECT NAME: Fort Dent Three PLAN CHECK NO: D97 -0395 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Provide note to plans or otherwise detail the location of a proposed building identification. UBC 502. 2. Buildings shall adjoin or have access to a public way or yard on not Tess than one side. Identify the proposed public way that will serve this building. UBC 503.1 3. In buildings or portions of buildings required to be accessible, accessible means of egress shall be provided in the same number as required for exits by UBC Chapter 10. When an exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided. UBC 1104.1. Stair No. 2 is one of the two required exists for the second floor and therefore must also be provided with an area of evacuation assistance. 4. Pursuant to item #3 above, door marked #15 must be scheduled as a one hour fire rated assembly. UBC 1104.2.1, 5. 5. Portions of stair enclosures used as areas of evacuation assistance must be vented to the exterior. UBC 1104.2.1, 5. Provide note or otherwise detail a proposed method for providing this required ventilation. 6. Detailed information regarding the proposed skylights is not available. Provide this information on the plans with reference to code requirements, or list skylights as deferred submittal subject to the requirements of UBC 106.3.4.2. 7. The number of plumbing fixtures within a building shall not be less than set forth in UBC Section 2902 and Table 29 -A. (UBC Chapter 29 as amended by Washington State). An initial review of the first floor net lease area indicates that the number of water closets does not meet the requirements of Table 29 -A. Consequently, the number of fixtures on the second floor must also be less than required. 8. The building data indicates that a one hundred forty-two stall parking lot will be developed for this building. When parking lots are provided, accessible parking spaces shall be provided in accordance with UBC Table 11 -F. Please review table requirements and provide additional accessible parking spaces. No further comments at this time. R 0 13 E R T F OSSATT I A S S O C I A T E S CONSULTING ENGINEERS January 28, 1998 Dear Mr. Griffin: General Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 t\ PROFESSIONAL SSION, \I. SERVICES CORPORATION 2(130 FIRST A\'ENI E SurrO 203 SK\'I'I'LE. \ \'ASIIINGTON 911121 TRI #l'IIONE: (2011) 250 -1803 FAX: (200) 250.0107 E -MAIL: fnsstrill@mcllnk.cnm JAN 3 �� 1 1998 COMMUNI? Y DEVELOPMENT Regarding: 97 -T -26 Fort Dent Three Office Building (D97 -0395) RFA #970102 -26 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: 1. It appears that the drawings are not at a complete stage of design. All detailing must be shown. Any additional calculations need to be submitted for our review. 2. The Structural Notes on Sheet S -8 call out an incorrect date and project number for the submitted geotechnical report. 3. The Structural Notes call for 22 gage, HSB -36 Verco roof deck. The Roof Framing Plan, Sheet S -3, calls for 22 gage, Type -B Formlock deck with a total depth of 3 -1/2 inches of concrete. It is our understanding that concrete is not used at the roof and that the call -out on Sheet S -3 is incorrect. Also, the Structural Notes indicate that the attachment of the roof deck is called out in plan; we do not find this information on Sheet S -3. Clarifying information needs to be added to the drawings and calculations verifying adequacy with the forces shown on page L -13 of the calculations need to be provided. 4. There are some columns near the entry that are not called out. Connections to the foundation need to be detailed. Refer to Grid E, between Grids 6 and 7. Vertical 5. Page V -5 of the calculations calls for a W I 8x40 beam at Grids 9 and 10, between Grids C and D. Joist girders are actually shown at this location; please clarify. Also, the framing around 1-30-96 January 28, 1998 Fort Dent Three Office Building Page 2 the two floor openings for the stairs, along Grid C, needs to be shown. Supporting calculations should be provided for our review. Page V -5 of the calculations shows a W18x50 beam that spans 25 feet at the south elevation. This does not appear to be shown on the drawings anymore, Sheet S -2; please clarify. 7. The floor opening near the elevator on Sheet A -2 is shown differently than on the structural drawing S -2. These drawings need to be coordinated. 8. Sheet A -2 shows a mechanical shaft north of Grid C6. This information needs to be shown on the drawings. The floor joists and girders must consider any mechanical loads. 9. Page V -6 of the calculations shows a girder design considering mechanical loads. The structural drawings need to identify the location and magnitude of these mechanical Loads and their supports should be clear. We do not find the W14x43 that is designed on page V -6 of the calculations. 10. It is not clear what the beam at Grid 5, designed on page V -7 of the calculations, is referring to. Refer to the Second Floor Framing Plan, Sheet S -2. 11. There is a column on the Foundation Plan that was not provided with a footing. Refer to the skylight support columns. Lateral 12. The calculations on page F -4 call for a 50' -0" x 7' -0" footing at the shear wall along Grid 5. Footing Mark D, Sheet S -1, is only 6 feet wide. The drawings need to coordinate with the calculations. 13. For the anchorage of the concrete walls to the floor and roof, UBC Section 1 611 requires that a minimum of 200 plf be used for design. The calculations on page L -11, which evaluate the force at the roof level, should be revised; connections provided should be checked for adequacy. 14. Page L -12 of the calculations requires W14x48 drag struts at the roof along Grid 5. Sheet S -3 calls out W12x45 members. The drawings should coordinate with the calculations. 15. Detail 11 /S -6 needs to call out the weld of the reinforcing to the stiffener plates. 16. Section 6 /S -7 is cut along Grid 5 on the Roof Framing Plan, Sheet S -3. This is not the correct section cut. Details need to be provided to show the connection of the shear wall to the roof diaphragm and the connection of the girder truss to the shear wall. January 28, 1998 Fort Dent Three Office Building Page 3 Sincerely, Calculations need to be provided that evaluate drag forces into the shear wall along Grid 5 at the floor level. 18. The design of the frame on page L -16 of the calculations uses lateral forces at the roof and floor levels that do not coordinate with page L -8 of the calculations, element #32. Also, we calculate that the tributary force at the roof would be more like 44.6 Additional calculations need to be provided to justify the design of the frame. Page W-2 of the calculations, which designs typical concrete wall panels, calls for typical vertical panel reinforcing to provide an area of steel = 0.20 in /ft. Typical panels, see Panel Type 8, Sheet S -5, call for #4 @ 16" o.c. which would not provide adequate reinforcing. Calculations need to be provided evaluating the adequacy of the second floor diaphragm. Connections for the attachment of the floor deck must be specified on the drawings. The above listed review comments should be responded in itemized letter form. We recommend that the permit applicant have the structural Engineer of Record, KIA CO Consulting Engineers, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, unless noted otherwise above. We have forwarded a copy of this letter to the permit applicant, John C. Radovich Development Company, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099. ROBERT FOSSATT1 ASSOCIATES, INC., P. S. Crystal Kolke Senior Plan Reviewer cc: Ms. Rebecca Davidson John C. Radovich Development Company 2000 - 124th Avenue NE, B -103 Bellevue, WA 98005 c:\Possatti \Tukwila\ 97126 ^I.doc Fire Department Review Control #D97 -0395 (512) Re: Fort Dent Three - 7100 Fort Dent Way. Dear Sir: City of Tukwila Fire Department January 5, 1998 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each.3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax: (206) 575-4439 City of Tukwila Fire Department Page number 2 ♦ e. MrwN+ twwMi. AkurNMnr�- ww..+ �u. ....v.+..c+riaw+�r.wa[+�wwi.. .M M.IRM Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 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 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 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 1013.1) 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 1013.2) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. 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 (UBC 1012.1, 1012.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Hallways in your building are constructed as one -hour rated exit corridors. In order to maintain this one -hour rating, doors leading into the corridor must be kept self- closing or the door hardware must meet certain criteria of the Building & Fire Codes. Please contact the Fire Prevention Bureau at 575 -4407 for further information. (UBC 1005.8.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Manually operated edge- or surface - mounted flush bolts John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Up l • City of Tukwila Fire Department Page number and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Current supply to one of the lamps for exit signs shall be provided by the premises' wiring system. Power to the other lamp shall be from storage batteries or an on -site generator set and the system shall be installed in accordance with the Electrical Code. (UBC 1013.4) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112. (UFC 1207.1) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 5754439 City of Tukwila Fire Department • Page number 6 (City Ordinance #1692) (UFC 903.4.3, 1106) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1742) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 6.4.1.2) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax. (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 7 obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) Calculated sprinkler systems shall be designed with a 10 PSI cushion for ldw reservoir conditions. (City Ordinance #1742) All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 1001.7.1) A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected, will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • Fax (206) 575-44.39 City of Tukwila Fire Department Page number 8 The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1003.1.1) Sprinkler systems shall be maintained in an operative . condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 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. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila 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) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Page number 9 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by a City approved U.L. central station. (City Ordinance #1742) 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) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) 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) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. When fire dampers are required to maintain fire Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 10 resistance of construction, they shall be installed in .accordance with their listing and U.B.C. Standard #43 -7.. (UBC 713.11) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn-around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 1009.6) (UFC 1210.3) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.54404 • Fax (206) S7.5-4439 City of Tukwila Fire Department Page number 11 All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Tukwila City Ordinance #1741 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all tines. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 57544139 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 _ December 29 1997 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ms. Rebecca Davidson John C Radovich Development 2000 -124th Avenue Northeast, #B -103 Bellevue, Washington 98005 Dear Rebecca: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0395 Fort Dent Three 7100 Fort Dent Wy This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 19, 1997, was reviewed at the December 23, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, --blec4Lfeyezsi Kelcie J. Peterson Permit Coordinator File: D97 -0395 P96 -0137 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Kind of Fixture P Fixture Units N No. of Fixtures T Total Public P Private P Public P Private F Bathtubs and /or shower 4 4 2 2 Dental units or lavatory 1 1 1 1 ' ' Dishwasher 4 4 2 2 Drinking fountain (each head) 1 1 1 1 Hose bibb or sill cock 5 5 3 3 Laundry tub or ctotheswasher 4 4 2 2 Sink, bar or lavatory 2 2 1 1 4 4 p p Sink, clinic, flushing 1 10 1 10 Sink, kitchen 4 4 2 2 Sink, other 4 4 2 2 i i H H Sink wash, circle spray 4 4 4 4 Urinal, flush tank 3 3 3 3 Urinal, pedestal 1 10 1 10 Urinal, wall or stall 5 5 5 5 , ,2. I I iD Water closet tank 5 5 3 3 Water closet, flush valve 1 10 6 6 b b ( ( V-.'ni iPa Non - Residential Sewer Use Certification (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 RADOVICH, JOHN, C (Last, First, Noddle Initial) KING COUNTY Property Tax ID # Building Name (if applicable) FORT DENT THREE Lot # Party to be Billed (if different from owner) Block # Party's Mailing Address: (if different from property address) Property Legal Address: Subdivision Name FORT DENT Subdiv. # Property Street 7100 FORT DENT WAY Address 7100 FORT DENT WAY City, State, Zip TUKWILA, WA 98188 Owner's Phone Number ( 425 ) 454 -6060 Owner's Mailing Address: (if different from above) 2000 124TH AVE NE, B - 103 BELLEVUE, WA 98005 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 H JRCE -For IIng`Courity'use 1AccoiJ if Monthly Plato Six Month Due at t.� la 1058 (Rev. 11/90) While — King County s »4'Tr�r,4:r: t „4R.F:^ISi'1�FeYU� v'r!.+zfn�a'!vr «'R� or Property Contact Phone # ( ) City or Sewer District Date of Connection Side Sewer Permit # D97 -0395 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) A B 187 RCE RCE C. Total Residential Customer Equivalents: (add A & B) 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 Own Representative Print Name of Ownei/ Representative J,��_ (r t? L lc.)' Date / < ) // / Q 7 Yellow — Local Sewer Agency Pink — Sewer Customer • • ' . • • . • State of Washington County of King Dated: f'..-vyg7 STATE OF WASHINGTON I certify that this is a true and correct copy of a document in the possession of Foushee & Associates as of this date. Public in and for the Stat: of Washington /9' // My appointment expires: / y Drawn by: SL Designed by: KRE Date: 11/14/97 / Scale: 1 " -30' "roiect Title: FORT DENT Ill Revisions: I. REVISED PER CITY REVIEW 3,26,98 riry ET,TTsD of TUKWr,, , ',MI, ,,,, EG Sheet Title, STORM and GOING PLAN J Project No. sheet No. 96.032 C -1 EXTRUDED CURB SEE DETAIL 25.7 25.4 26.4 26. 27.0 R7.0 FF =28.5 IE =20.8 EL 22.40 EX. 12' WIDE ASPHALT TRAIL 26.7 SEE DETAIL fI X 27.2 ASPHALT PAVING FORT AS.Li NNW &VW POW ■ Am1uLr ro r rx IINV UN)Y]➢E NtkA NG. 27.0 CB.I TYPE 11 -48" W /TEE FROP & SHEAR GATE STD DET DS -13 STD FRAME GRATE IDS -31 RIM =26.4 1E =19.52 TIE TO EX 18" STORM N 66 25.5 X. 16' STORM _ _ - EX. 8" w EX. 8 W EX. 8" SS - EX. 8" SS 3YINE TO OD Mr. To 16 Na CONVEYANCE SWALE 2' BREAK IN CURB MP) EXIST1NG CURB TO CB 42 LF 8 PVC S =2.00% MIN. TIE ROOF DRAINS DOOM MOTH W., MH. OF 20' 12021CATION REC. No 7008230255 wx. sx sTnPr 2"•1/4 CRUSHED ROCK B FINES BIOFILTRATION SWALE IX 12' ASOIXV TO, ACCESS AND MAINTENANCE: EASEMENT / FOR KING COUNTY FLOOD CONTROL / FROM TOE OF RIVER TO TRAIL_ START nF 810FILTRATION SWALE ASPHALT 060L EL 22.80 N 63'3549' E 217 BO (B) BLDG EX CULVER PROPOSED ACCE�J REMOVE TO PROPERTY TO EX. TRAIL EXIST. CURB LINE AND REINSTALL TRASH RACK ASPHALT RAMP HOMEWOOD SUITES • IX 12 NRNLT VOL 6 MINUS CRUSHED ROCK CONVEYANCE SWALE n g s C -I C -2 C -3 C -4 C -5 C -G C -7 L -I L -2 L -3 L -4 L BIOSWALE SEE DETAIL THIS SHEET ND OF 1st SEGMENT BIOSWALE Q OF 20' DEDICATION s f� REG. NO. 1908230299 ii CONVEYANCE SWALE � \ \ RT OF 2nd S i I 1� I I I, I I BIOSWAJE 1 2' PARKING OVERHANG (TYP) A SHEET INDEX STORM & GRADING WATER & SEWER TESCP DETAILS DETAILS CROSS SECTIONS SURVEY LANDSCAPING PLAN EXISTING TREE PLAN LANDSCAPE DETAILS LANDSCAPE SPECIFICATIONS IRRIGATION PLAN SEE DETAIL THIS SHEET MEAN HIGH WATER ELEV. 18.3 9000 CFS REMOVE EXISTING CULVERT AT TRAIL.CAP END END OF BIOSWALE TO R.R.C.K. AND RIG RRP CE CiUIRFp NOTES: DRAINAGE BASIN AREA = 85,590 S.F. CUT: 3,220 C.Y. FILL: 1,160 C.Y. 111 -0395 Environmental Planning Civil Engineering Landscape Design & Project Management Services 1 ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF 506811A DEPARTMENT OF PUBLIC WORKS REQUIREMENTS AND THE LATEST EDITION OF APWA STANDARDS & SPECIFICATIONS. 2. LOCATIONS SHOWN OF EXISTING UTILIUES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS TO AVOID DAMAGING EXISTING UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY CONSTRUCTION PERMITS. 4. ALL TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST 5 -1557. 5. DUCTILE IRON PIPE SHALL BE CLASS 50. 6. 010_ AREAS SHALL BE SCARIFIED AND COMPACTED IN 6" LIFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST 5 -1557. 7. EXTRUDED CURBS SHALL BE KING COUNTY STANDARD DRAWING No. 9. 8. ALL PAVED AREAS SHALL BE TESTED FOR CORRECT WATER RUNOFF BY FLOODING IN ORDER TO PROVE ADEQUATE SLOPING AND SHAPING OF PAVEMENT. 9. CATCH BASINS TYPE I AND TYPE II REFER TO APWA STANDARDS AND SPECIFICATIONS. 10. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. 11. STORM SEWER PIPE SHALL BE AS NOTED WITH APWA CLASS "C' BEDDING MINIMUI 12. CONSTRUCTION TO BE IN ACCORDANCE WITH - F j.{E GEOTECHNICAL ENGINEERING STUDY DATED NOV. 2, 1987 AND THE STUDY UPDATE DATED DEC. 20, 1996 PREPARED BY EARTH CONSULTANTS, INC. 425 643 -3780 1805 - 136TH PLACE NE, SUITE 201, BELLEVUE, WA 98005. ALSO REFERENCE RIVERBANK STABILITY REPORT DATED JUNE 25, 1997. 13. ALL STORM SEWER PIPE SHALL BE ADS N -12. 14. NG ACTIVOTles /EQ,- . PMG,ni -T PLLETuoPD ON TP.AIL TOTAL AREA: 99,760 S.F. = 2.3 ACRES IMPERVIOUS AREA: 71,219 S.F. = 71% PERVIOUS AREA: 28,514 S.F. = 29% IMPERVIOUS AREA SUBJECT TO VEHICULAR TRAFFIC: 37,518 30 S.F Scale rban Design, Ina BENCHMARK: NGVD MON. D -408, BM DISK ON THE SOUTH FACE OF 5TH COLUMN IN THE SR 181 MEDIAN AS IT INTERSECTS 405 OVERPASS , 18' WEST OF THE CENTERLINE OF WEST VALLEY HWY AND 3' ABOVE GROUND. BM 0L= 29.734 (NM) 30 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Office: 311 South Lehuo Str. Kahului, Maui, Hawaii 96732 (808) 871 -5701 EXTRUDED cuRe 60 . _ . IN = 30' 90 ciTY r A MAY 2 9 `793 Drawn by: SL Designed by: KRE Date: 11/14/97 Scale 1` =30' 'roject Title: FORT / / 1 IIJ(/l F ORT ENT ill Revisions: I. REVISED PER CITY REVIEW 3/26/98 CITYREFEIVED 1, ' Sheet Title: WATER and SEWER PLAN Project No Sheet No. 96.032 I C -2 / 8 D 91DCK1 c mono- E\ 710. RIND }'C`1 •1RLV E Laro777EC1 I VI TOP. .8 1E41.85 1- 5.25" WO EH ASS (PER STD PLAN W GATE VALVE DI. TO FIT Y \ V.\ 1/4 \\ \\\, ..W ATER EASE \ 8'X8"26' TEE feiga- CONNECT TO EX. WATER LINE acr EX. 12' WIDE / ASPHALT TRAIL \ I \ ■ \ \ I \ FORT \\ ■ I ■ I ■ \ ■ ■ DENT I i EX. 8" SS EX. 8" W EX. 8" W X11 -0 15 2' BREAK IN CURB (33P.) EXISTING CURE NNECT TO EX WATERLINE EX. 8" SS EX. MN/ RIM.24.20 IE618.10 (FIELD VERIFY) CE OF 20' DEDICATION REC. No. '303230214 EXIST. CURB \ 75 LF 6" PVC SANITARY S. 5.009, BENCHMARK: NGVD MON. D -408, BM DISK ON THE SOUTH FACE OF 5TH COLUMN W THE SR 181 MEDIAN AS IT INTERSECTS 405 OVERPASS , 18' WEST OF THE CENTERLINE OF WEST VALLEY HWY AND 3' ABOVE GROUND. BM EL= 29.734 (NGVD) n1_0 ASPHALT TRAIL SEX BLDG --r II ACCESS AND MAINTENANCE EASEMENT FOR KING COUNTY FLOOD CONTROL FROM TOE OF RIVER TO TRAIL. CL OF 20' DEDICATION REC. No. 7908230244 ELEV. 18.3 9000 CFS NOTES: 1. REFER TO THE CITY OF TUKWILA'S PUBLIC WATER WORKS CONSTRUCTION AND DEVELOPMENT STANDARDS" CITY OF TUKWILA WATER AND SEWER STANDARDS FOR CONSTRUCTION SHALL APPLY. 2. WATER PIPE SHALL BE DUCTILE IRON, CLASS 52. 3. WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY -SIX (36) INCHES BELOW ROAD RIGHT -OF -WAY, BELOW FINISHED GRADE. ALL WATER MAINS AND SERVICES WILL NOT BE MORE THAN SIX (6) FEET BELOW FINISHED GRADE. 4. ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLOCKING. TIE RODS AND JOINTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ONSITE MIXING OF CONCRETE IS NOT ALLOWED, REDI -MIX ONLY. (REF, PLAN W -1 AND W -2). ALL TIE -RODS SHALL BE PAf2TED WITH A MITUMINOUS COATING. 5. ALL CONNECTIONS SHALL BE MADE TO EXISTING PIPES BY WET TAP. ALL SIZE ON SIZE TAPS WILL REQUIRE A FULL CAST IRON TAPPING SLEEVE (MEULLER TYPE). WHERE CUT -INS ARE PERMITTED TO BE MADE IN EXISTING PIPES, THE WORK SHALL BE CONDUCTED AT SUCH A TIME AND IN SUCH A MANNER AS TO MINIMIZE THE INTERRUPTION OF SERVICE. CUT -IN TIME MUST HAVE PRIOR APPROVAL BY THE CITY. NECESSARY PIPE, FITTINGS AND GATE VALVES SHALL BE ASSEMBLED AT THE SITE READY FOR INSTALLATION PRIOR TO THE SHUTTING OFF OF WATER IN THE EXISTING MAIN. ONCE THE WATER HAS BEEN SHUT OFF, THE WORK SHALL BE PROSECUTED VIGOROUSLY AND SHALL NOT BE HALTED UNTIL THE UNE IS RESTORED TO SERVICE. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF GIVING AT LEAST 48 -HOURS NOTICE TO THE CITY AND AFFECTED CUSTOMERS IF INTENTION TO DISRUPT SERVICE. 6. THE DEVELOPER SHALL PROVIDE THE CITY WITH 30 DAYS WRITTEN NOTIFICATION PRIOR TO CONNECTION OF THEIR SIDE SEWERAGE FACILITIES TO THE PUBLIC SANITARY LINES TO ALLOW THE CITY LEAD TIME TO TAKE THE APPROPRIATE MEASURES TO ELIMINATE OR REDUCE THE I & I IN THE PUBLIC SUSTEM. 7. BACKFILL MATERIAL TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D 1557 -66T. 8. ALL PIPE BEDDING SHALL BE PER CITY'S STANDARD PIPE BEDDING PLAN, S -8, WITH ALL SANITARY SEWER PIPE HAVING TYPE 2 BEDDING AS SPECIFIED BY THE APWA /WSDOT STANDARD SPECIFICATIONS. 9. BEDDING FOR PVC SEWER PIPE SHALL EXTEND AT LEAST 6 INCHES ABOVE THE CROWN OF THE SEWER PIPE AS SPECIFIED IN THE CITY'S STANDARD PLAN S -8 AND APWA /WSDOT STANDARD SPECIFICATIONS. 30 than Desin In 30 60 90 IM Scale 1" = 30' Environmental Planning 733 7th Ave. Suite 212 Civil Engineering Kirkland, 98033 Landscape Washington e Desi n & ��•• P 9 (425) 822 4886 Fax (425) 822 7870 Project Management Services Hawaii Office: 3 Kahului, South Lehua Str. Hawaii 96732 (808 V 5 701 (EXPIRES 4714/4N NY 2 Drawn by: SL Designed by KRE. Date: 11/14/97 Scale 1 " =J0' Project Title: - FORT DENT III Rev;sions 1 1. VtR clry REV18 W 31z.ms C, jO PEgMIT 0E,, Sheet Title: JTEMPOI •RY ERr CIO �7 A �� n SEDIMENTATION CONTROL P Project No. 96.032 !Sheet No [C-3 " " > I INSTALL FILTER FABRIC I FENCE EX. 12' WIDE / ASPHALT TRAIL -- 11 1 1 I I I I 1 I II II N 50'eY1)__E 53.0 EX 8" W EX 8" SS 2' BREAK IN CURS (TYP.) EXISTING CURB TEMP. (`ONSTRUtTTON ENTRANCE SEE DETAIL & TIRE WASH GRADE TO SLOPE TO SEDIMENT POND EX. 8" W EX 8" SS t;1 / 4 NGVD MON. D -408, 8M DISK ON THE SOUTH FACE OF 5TH COLJMN IN THE SR 181 MEDIAN AS IT INTERSECTS 405 OVERPASS 18' WEST OF THE CENTERLINE OF WEST VALLEY HWY AND 3' ABOVE GROUND. BM EL= 29.734 (NGVD) CL 05 20' DETI ND.G. Nr,. '1505230299 DICAON EXIST CURE �_ �� ASP -iA!_T Tf2A1L T \ \C X — x — X — x >54- „ee I a, X63 r k— EX BLDG - ACCESS TO EX. TRAIL TEMP CHECK DAMS (TYP.) SEE DETAIL D ACCESS AND MAINTENANCE EASEMENT FOR KING COUNTY FLOOD CONTROL FROM TOE OF RIVER TO TRAIL. INSTALL PERMANENT CONVEYANCE AND BIOFILTPATION SWALES TO ACT AS INTERCEPTOR SWALES CL OF 20' DEDICATION REC. No. "M08250299 A TEMPORARY SEDIMENT POND SEE CROSS SECTION BTM OF POND EL =20.0 EXISTING F1LTER FABRIC FENCE REPAIR AS NECESSARY TEMPORARY RISER PIPE PER DETAIL CONNECT TO EX CULVERT IE =19.5 MEAN HIGH WATER ELEV. 18.3 9000 CFS EX CULVERT RELOCATE EX. FILTER FABRIC FENCE TO PERIMETER OF SITE SUPPLEMENT WITH NEW FENCE AS NECESSARY (SEE DETAIL) CONSTRUCTION SEQUENCE 1 ATTEND PRE - CONSTRUCTION CONFERENCE. 2_ RELOCATE FILTER FABRIC FENCE. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS. 5. GRADE REMAINDER OF SITE. 6. INSTALL UTILITIES. 7. PAVE SITE. 8. REVEGETATE LANDSCAPE AREAS. 9. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER VEGETATIO, HAS BEEN RE- ESTABLISHED. 30 Urban Design Ina Environmental Planning Civil Engineering Landscape Design & Project Management Services Scale D 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 671 -5701 = 30 FIGURE 5.4.5.28 SEDIMENT POND CROSS - SECTION 00 FIGURE 5.4.5.2C SEDIMENT POND RISER DETAIL Maintenance Standards 1 . Sediment shall be removed from the pond when it reaches 5 foot in depth. 2. Any damage to the pond embankments or slopes shall be repaired. !VOTES: ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBE' ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DL095 CONSTRUCTION. 2 ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TG INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM_ ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED, THE IMPLEMENTATION, MAINTE- NANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED 05 TH!S DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION .ONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION G:TNTRO ON THE PRO- POSED SITE. DURING THE COURSE OF CONSTRUCTION, Tr SHALL 5E THE OBLIGATION AN;. RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTGITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS. AS MS BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER OU5774 OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN 0 FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF THE STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES RESTRICTORS, CHANNELS OR RETENTION FACILITIES. E. 15 ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK 0 ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OE THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY KING COUNTY SURFACE WATER MANAGEMENT, OUTSIDE THE SPECIFIED TIO2 PERIOD. 6. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEEL P'GH, IS REQUIRED. 90 Drawn by: SL Designed by: KRE Dote: 11/1497 Scale: 1 " =30' ,4. .**##%#%j■ 1 ■TA#■F‘%R,', ill r NOTE: LID WITH HBNfD 1TRP PLATE METER BOX FIR 2• ALTER, 3' fETFR SEE 4• METER , . . may. ■.,- MER IL FOR ADDITIONAL RISER WATER ET AN➢ 6• METER DETA 10 SECTIONS NEEDED. CONCRETE VAULT DATA STEEL COVER DATA -7./8" FLOOR -PLAIN O R W/ 7 1/2" ROUND OR 7 "z14" READING I.IL METER SIZE c DI - L➢. WEtDHT ,,,,,, NO WIDTH LENGTH 12 16• OVER ALL S¢E TDTAL VEIGT NO PCS SIZE EA PYECE YEIl31T EA PIECE 2' 724 21 I /2 45 1AV 321 425 24' x OF 130 3, • 734 33 1/2 45 112' 373 193 36• x AB 204 2 24' x 36' 105 6 746 45 I/2 69 1/2• 540 473 4B• x 72' 407 2 36• x 48' 204 t ae 4 City of Tukwila TER METER BOX COMMERCIAL WA ET x.r..•w- DATE: 11/22/96 cos -17 Y � +4 ° Drawn by: SL Designed by: KRE Dote: 11/1497 Scale: 1 " =30' ro ?isle l:(�RT DENT 111 evisions- cfTYROFETUKWrLA P E;: AfT CENTER Sheet Title: DETAILS Project No 96.032 I sheet No. 1 C- 4 J CAPPED C.D. Flpe A Sze (R2) D ° 10" tz' 1L' IB' 10" 26" 22 24" 28" 30' 36" 42" 48" 7 11 18 22 29 36 5a 87 101 197 257 8 (H 2) 8 10 14 19 23 39 47 56 78 87 125 2 171 23 ; 0 12 18 20 24 29 ]S 48 33 78 107 140 ; 10 13 15 18 24 2B ( ft 2 , 12 Note: THRUST BLOCK - TABLE Min. Bearing Area Against Undisturbed Sod 1. Bsoring arso of cancrob thrust -Dleek OaeM n 200 psi Preaure arM fob mB bearing load 01 2,000 pounds Der square fool 2. Ana muff M adjustW far oNar Pips '- pressuref and mil eorrditien =. 3. Generate bbcldrq fhaB M cast in pbee and have a of 1/4 square foot bearing against the fitting. BbcY shall Mar against Ottlnge only and c all M abar of joint. b permit tahinq up dismantling of )ells 5. Contractor shP1 install DNwiting adequate to withet . full test pressure m wPD as to co t wiNStend operation Prenyre under all eonditians of samca. B. Thus bloc. Is considered to act ®a spread x�lsa t /2 height Fly depth k rrom tM g ro u nd sYrtoce t9 tM aocl's bas. 7.. guanlBy of concrete dope. upon Ns distance bettseen tM Dips all . undi tutbad soil. 8. Wrap an BttIngs with plastic shorting. 9. Concrete shall origlnab, from commercial bath plant. TEE W/ PLUG TEE W/O PLUG as ° BEND 11 1/4° BEND Plug BL1HD PIANOS 512E PIPE c 22 1/2 BEND UNDISTURBED SOIL NOTES: A HYDRANTS :SHALL BE EQUIPPED WITH TWO 2 1/2" N.S.T. HOSE PORTS AND ONE 5' STORK PUMPER DSCHNIGE CONNEC'DO S 1 %4 A MNN / VALV E OP ENI NG. N0 U SH4.L HAVE NUT. HYDRANTS StPU_ HAVE ABOVE GRADE LEVE. TO THE OFF TBOTTOM PUMPER OBtHARCE PORT. B. WHERE No CURB & CURERS INSTALLED. FIRE Htt1RANT SHALL BE LOCATED (IN REUTON TO STREET CENTER UNE) CLOSE TD PROPERTY UNE. C. HYDRANT INSTALIAT TUK ONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF WILA MUNICIPAL CODE 14.24 AND CffY ORWNCE. D. HYDRANTS INSTALLED. RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. E GREEN BONNETS SKALL BE FARWEST FOREST GREEN( 835231. FIRE HYDRANT TO BE PAINTED WITFI TWO ATS OF FARWEST CASE YELLDW(] %n). iHfu#F - iu EQl: YU EtdER �A -423 OR GLOM' MEIDALLION jF- 2545. µ HYDRANTS SHALL 0. TO AW.WA SPECIFICATIONS C 302 -34: SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BRWONG FIANCE wim BREAKING THIMBLE AT THE GROUND UNE OR STEP: SHALL HAVE A SELF -01U. DRY BONNET WITH FACTORY nUE0 RESERVOIR HOLDING APPROXIMATELY B OUNCES OF dL OR RESERVOIR SHALL BE SO DESIGNED AS TO GNE A COMPLETE LUBRICATION OF STEMS EACH TINE THE HYDRANT IS OPERATED. THE UPPER SIEm SHALL HAVE A BRASS SLEEVE. City of Tukwila FIRE HYDRANT ASSEMBLY & SETTING DETAIL B.f H..�f.. DATE: 11/22/96 MATFRTAT. LISTING: 1. 3(4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. 0.1. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER. DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED UDDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 3/ WER ATE R 1 BRONZE METER. BYPASS WfTH AN APPROVED DCVA E 8. APPROVED DDCVA IN )ANN UNE WIT}I TWO RESIUENT SEATED SHUTOFF VALVES AN9 TEST COCKS. g 10', 8', 6 OR 4" COUPLING ADAPTER. FL. 10. 10', 8', 6" OR 4'FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ° , 8', 6' OR 4 GATE VALVE FL•"MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90 BEND. 15. 4' OR 6' 0.1. CLASS 52 PPE FL•FL 16. 4" OR 6 90' BEND, FL 17. 4" OR 6' D.I. CLASS 52 PIPE, FL•FL B. 6' 90 BEND, FL 19. UL LASTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6' 0.1. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL. 21. 6' 90" BEND FL 22. INSTALLED HORIZONTALLY. CHECK VALVE W. BALL DRIP VALVE 10 BE DiTRITOR 669916 cam( AND VAULT ASSPMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO S, 1806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUAND MEETING MINN. CLEARANCES. 3. A SEPARATE DETAIL PUN FOR VAULT INSTALATION AND SPRINKLER UNE MUST 86 SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4'. 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30'. INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO OS.H.A 7. LOCATE VAULT IN PLANTING AREA AND NOT 0 PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/021.10 AND CEMENT LINED (SEE APWA 6 AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. INST COMPLETE UNDER VALVES AT THE PERMANENT PIPE OF SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT 90TTOM OF F.D.C. RISER. :2. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5' STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMRUES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER 1rIE TEST. THEREAFTER. ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE. AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4'•4' OR TWO 3'•3' STEEL HINGED DOORS. WS -4 City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE M coed+ DATE: 11/22/96 WS- 11NOTE City of Tukwila NOT. EXTE SONS ARE REQUIRED WHEN THE VALVE NUT IS YORE THAN S FEET BELOW FINISHED GRADE 2. d0.Y DfIE DISTANCE B, OPERATING 3 FEET OF CT BE N AN PER VALVE 3. A ECI DISTANCE BEISEFN DPERATING NUT DF E AND RN. GRADE TO AL 2 FEET. 4. ALL EXTESgNE ARE TO BE MADE OF STEEL AND PALMED WITH TWO COATS OF PETAL PAINT. VALVE OPERATING NUT EXTENSION VALVE BOX DETAIL Ark to coat. DATE: 11/22/96 WS -8 Dr17- 0395 IC baICl1 Environmental Planning Civil Engineering Landscape Design & Project Management Services ecian Inc6 133 7th A venue Suite 21 2 Kirkland, Washington 98033 (425) 822 -4886 Fax (925) 822 7870 Hawaii Office: Kahului, Maui, Hawaii 96732 (808) 871 -5701 12" MIN. a• •a -114' r Ifi -! ® m O V MIN. ELBOW DOWN 30' -45' BEND 12' MIN COMPACTED FOUNDATION GRAVEL UNDER VAULT 9 8 " STORTT-/ 17 PLAN VIEW City of Tukwila 12' MW. NOTES: TO BUILDING END VIEW SIDE VIEW 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Apt W wale DATE: 11/26/96 wS - 0ITT : :F S:�h ILA P`AY29 ?92 y /2Y /9j F« Lotl$ng type 7 .7. ..- ' 3/4°"'•1 ``_ `Fe +lslons. ClrypoFE �KN ETA, �FN T_a Sheet Ttle: DETAILS 3 12 J/ ' f or TO 180 4a CONCRETE DAILY OE51GfI C (DIAMETER) 12 TO 36 i 20 ..... 1/4 22 102 TO 150 25 -ARCH mar ONLY () 16 20 1/4 25 43 TD 142 NM ORM MM.. 1 /a 1 1/8 TYP it CATCH BASINS FRAME k GRATE. NALLABLE IS REQUIRED, DOWN WRX stem soDJtET DN tOx AND Sr IMPERYIOIIS ST YLE C -2, 1 1/2• \ p/ 4 r 3/., 1/16 - � J / �' /I� ' FRAME ` 24 1/4 31 Lending Fh. 16 - 3/4 K 13 /4 1/16° For Locking type easy. / � - I � © / //J ` %' ' ' r� � \ JU V �° I NOTES: 1. ALL TYPE I AND TYPE T REQUIRE LDCK MG TYPE 2. FRAME k GRATE TO BE 3. WHERE A LOCKING GRATE GRATE IS 10 BE LIICKEO (2�5/� SC 4. VM1ED gWT6 ARE REQUIRED SIDP6 (RtEATFR 7/1Af1 CiiFATER 7T41N 2300 S OR AP EQUAL2 .r 2 1/2 24 gl a3I i.l■., el g 1 1 /2 ° GRATE 3 /a• ' 4 _ City of Tukwila CATCH BASIN FRAME & GRATE DETAILS sHr • g • +° DATE: 11/20/96 DS - 3 , I I Manhole • y = Step , ladder Hag KNSls To Sea 3/4 Radls 17 Gale, Srr from Above. a h stall /8(1 Gan. Rebor I I . . j Y I Prefabricated Ladder - Rungs and kerb to be defame! or ben -skid. - b itn w etured by Lws(poy rode praylene /e 60 rebr) - Ladder rungs Mali be of like monufa.. materials. City of Tukwila LADDER DETAIL . to wale DATE: 11/21/96• DS -23 Drawn by: SL Designed by KRE Date: 11/14/97 Scale: 1 " =30' rojec '.It e: FORT DENT III `Fe +lslons. ClrypoFE �KN ETA, �FN T_a Sheet Ttle: DETAILS tin TO 24• 12 Project I., • 96,032 1 Sh rJ - C -5 PIPE SZE29 S) MM. DIST. Lt... CAMELS CIRCULAR E k A PIPEeJ (DtN ETER) tin TO 24• 12 b TO 96• DN./2 f or TO 180 4a CONCRETE DAILY OE51GfI C (DIAMETER) 12 TO 36 2D 42 TO 95 72 102 TO 150 7, -ARCH mar ONLY () 18 TO 35 12 43 TD 142 SPAN /3 148 m 1ss 4s City of Tukwila CATCH BASIN TYPE 2 48" & 54" gat r S/4 DATE: 11/21/96 DS -22 b DM -6 54• Da-5' • B` (12 1 .) NOTES' Precast Base UM Integra R. - Gr. Bad. for Ape .ding 6 PIN Compacted Depth far Precast • Fr apps. oak \ ; -0 , Sens Ony. In pan arty Secarate east in play or sprats precast ban 0"2.3 e ing steel (fa separate bar onl 0.29 SO IN /FT in ea' direction for 54 OMt 0.19 50 IN /Fr in each direction M 54 OLA Precast bas glui9D_Atr19911 Y Sag bearing .aka eguae 3300 //Ff MIN) Cot' Basin to be convtruetbe in aaerdrw with ASfr C 476 (MSHID N 199) k ASfN C 890 raen other. sham on pan or noted In the Standard Speeifkatbna Ha,dl. in ricer r adjustment wcben eh, how 3 minimum tlsanm Stars in rah bran efaN raw E mb brtuunu tleararas No Hop are regarea H.sru • 8' r {' ee. or lees As nlldoeed cost In Slabs concrete Wntl be Clow A Nen- reInfated concrete in channel and shelf ,aN be Clw C. MI preset concrete shat obtain 4000 PS • 28 days Pr.. basso shall be fu.s.d with cutouts or knoekour. KMnkauta shoe lave a .9 thickness of 2 rmnlmum_ Kneckout a caW t sit• cis r ser to pipe outer dame. plus eat' basin. taeknen, LNemu Mr ' 3S Ter 48 * basin. 42 for 54 cotes brio, Minimum di.. trolw^san Min r 6 ° . Frprro ore grab .ring area cover snail be in acoereence rant se a speeeeatien area mat tM s be l to as reauinmam o1 Fedora SpeciriaWica RR -F -8210. ratieg surfecw la. to inure roe -rotlaeg fit All bow reinforcing steel WY Mw a minimum a. ar.gth of 60,000 PS and be passe in tiro upper .f of to bale wkh 1 • minknum clearance. The bottom of Me precast Cat' swan may be rou.ed. Fr ...Ong frame ant grate. ring area corer see strdo a Pan 0-3 area D-4. Far affair awing ladder, steps, ...I and tap ebb sit Standard Plan D -6, Frame ant pear may be installed with 11.he sown or east iHO river. STABILIZED CONSTRUCTION ENTRANCE INSTALL DRIVEWAY CULVEPT IF TXERC IS A ROAOS10E DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4 -6 QUARRY SPLLLS GEOTEXTILE 12 IA N.STNICKNESS - ASPHALT PAVEMENT SECTION From* ant Grata or e»e ant Cover Rica or Adjustment Section Ibndrola Fat Slab Cover Z4J 4..4Ci 9 4TdGZ.e➢.vl. eaP Sups and Northing tae. (b menulaetured by Lare(pay proppsns /green 8D bars, with .eats.)) •• vp? v• �9 M C /EG ESSIDARE Or Relaoreing steel for precast base e 'th .. dal) .15 SO IN /FT in ach Oration for 48 DK 0.19 SO IN/Fr in ash Oration for 54 AS PER KING COUNT ROAD STANDARDS, DRIVEWAYS SHA RE PAVED TD THE EDGE OF R -O -W PPIOA TD INSTALLATION OF THE ?AUCTION ENTRANCE i0 AV010 pAMAGING OF THE ROADWAY IT IS RECOVENDEO THAT THE ENTRANCE eE CROWNED 50 THAT RUNOFF GRAINS OFF THE PAD Maintenance Standards 1. Quarry spalIs (or hog fuel) shall be added 9 the pad is no longer M accordance with the specifications. 2. 9 the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 3. Any sediment that is tracked onto pavement shall be removed immediately by sweeping. The sediment collected by sweeping shall be removed or stabilized on -she. The pavement shall not be cleaned by washing down the street, except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump shall be considered. The sediment would then be washed into the sump. 4. Any rock spells that are loosened from the pad and end up on the roadway shall be removed immediately, 5. 9 vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (Section 5.4.1) shall be installed to control traffic. \ \ 2" MINI CLASS B ASPHALT \-2" \IIN CRUSHED SURFACING TOP COURSE 4" MIN GRANULAR SUB-BASE COURSE SUITABLE NAT.'✓E OR FILL MATERIAL City of Tukwila CHECK DAMS TYPE I TYPF II 2PMb GRATF POCK uUST COUPLETEIY COVER Tkf BOTTOM AHD SIOfS Of iNC DITCH • CROSS SECTION Maintenance Standards 2:1 SLOPES t;i- 0315 Grata: To Be AUr Foundry. Pattern N 0830 Ss !• PIRA umber 3326 Size 0 Pipe. Number 5302 Ss 6 Ripe, Q �' pevad Equal. AM; Pipe Joint fo Rag Tits or rubber gasket Bock.: NI Be Compacted Hth 5/0 eruehed Rods ahem othrvb abbr.. Pips Sher To Be Shown On The Plans sop o�mar� SI es To Tit do'Sem M� tk�p 'mg P avemsn L GOnalets (�Inehas: LanerePaS.all CItISr (1 1%2r s _kg. To Be Atios Foundry Rat. Num 5- ber 2314 5w 12 N 0610 Sze 15 Pipe Number 52194 Sze 1a Pipe - Or AP.. Equal Mee Step:: Sze Md Pips Sze Te Be b awn On TM .• Or b Din By The .41.1.• sotld6l: tYl BA Cempot5/ wipe 5/6 blunted Reek unler e tlrrw iw approved. To Oman To Be Mortared Add reds • Flu. Wks Inside WWI. Aid. To Be In Accordance With Sta. Spa. For Yards or Landscape beer Only. 24 "; IN. 1 YARD DRAIN Net to cant DATE: 11/20/96 CHECK DAM SPACING DS -8 1. Any sediment deposition of more than 0.5 feet shall be removed so that the channel is restored to its design capacity. 2. If the channel capacity is insufficient for the design storm, it must be determined whether the problem is local (e.g., a constriction or bend) or the channel is underdesigned. If the problem is local, the channel capacity must be increased through construction of a berm(s) or by excavation.. 9 the problem is underdesign, the design engineer shall be notified and the channel redesigned to a more conservative standard to ha approved by King County. 3. The channel shall be examined for signs of scouring and erosion of the bed and banks. If scouring or erosion has occurred, affected areas shall be protected by rip -rap or an erosion control blanket or net. U. of Pipe Compaction NOTES: Tar 2'-s• City of Tukwila FILTER FABRIC FENCE DETAIL NO to saL DATE: 11/21/96 DS -24 maim 3 ' rez Raman 10.65 Groh fleck. for Forrest Hnen Spas Sd DESIGN A (Fa M. And Corwmab Pbe) Ora. Boo. for FOudatlen Own Screened DESIGN C ( Chnlar Rel.reern..y) 11- a by 4• eaod pasts stendprd an biter or 1 LJ equal Hterratw SWH Pecs pasts IJ Urn. of Pip Carrpact. Compaction 0.0. limlb el Pips Compact. 0.15 0D. tea. la.es• sop oom truc t rl' allpat on tea pion are tin pepcction in trench, erne horizontal P o mnslruetbn In a torah, tea nonzcatd limits of the apd. and cll pipe Wp scent she be Installed in aseareancte rib e..9 0. Cord.. Pip Hth diefaa reinforcement shad be inW. In aerardanea ran Design A 31 vI}a, D e a dm dnsra reM a n an Ir on .r .d A he a arvrllraUarn al DwI9n A and Os s dstamrca a the that . r t . conabu. a near vertical oe paards in Sae. Zan 3 be OA. le sue to the or.. O.. of a pip or the arms saw a a arch. TM drat. Yawn as 0,0. with 3'ad 4 at .11 pa. 3•ad 4 be mat • 1' fa drnrlere 1r thra 42• and min par !smogs 50 ter dlanarrs grater tan {2• ant fin spent grater than 50•. City of Tukwila F4trr Fo1WC pntelH 60' elW rolls Use stnpl¢s or vk-e rings to ntLnch intaic to wFe 2•by 2'by l {Go. Wit Fstfa: er eeJw Foundation wan Specified 0• TYPICAL PIPE - ARCH INSTALLATION Limit of Pip. compaction MM CLEARANCE BETWEEN PIPES MULTIPLE INSTALLATIONS PRE cCioa.cnom mss 1-0.15 Rw .. Baeldr mat. placed In 0S loos lope and earn. d r 955 R.. den.. Earth Emba.ent Compact. mina slaw or My .'nth .irw or ening* cut (dry, common. balky). Grata back. fa pipe beddl . DATE: 11/20/96 DS -12 r J n Environmental Planning Civil Engineering Landscape Design & Project Management Services cQn 7 7 venue , Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (925) 822 7870 Hawaii Office; Kahului, Maui, Hawaii 96732 (808) 871 -5701 MAY 2J.)t'3 SECTION A SECTION S .F 39 SECTION C 200' URBAN ENV. 100' HIGH IMPACT 60' LOW IMPACT 40' RIVER ENV. ('ITV PROPERTY LINE PROPERTY n LINE -� ICI` ERTY - �I CITY MEAN HIGH WATER 8.3 9000 CFS LEVEL ITYP) IB_3 GREEN RIVER ELEV. = 6.0 PROPERTY LINE CITY CITY CITY 18.3 e \ 8.3 GREEN RIVER ELO GREEN RIVER LEV. = 6.0 8.3 \ GREEN RIVER LELEV. = 6.0 D�1� -03g5 733 TYN AVENUE SUITE 212 S INC. KIRKLAND. WA 98033 14261 822 -4885 FAX 1428 822 -7870 trJ DA 3 :24!58 SCALE = 30' D,E 8/6/90 REVISION x815 PER CITY REVIEW MAY 2 9 'gig FORT DENT 111 By KRE APPROVED BY KRE CROSS SECTIONS E�F0 RIVER WIDENING AS COMPLETED FOR FORT DENT II ' `R b PROP LINE SECTION D PROPER' LINE SECTION E PROPEL LINE SECTION F PROPE LINE I I SECTION G SECTION A SECTION S .F 39 SECTION C 200' URBAN ENV. 100' HIGH IMPACT 60' LOW IMPACT 40' RIVER ENV. ('ITV PROPERTY LINE PROPERTY n LINE -� ICI` ERTY - �I CITY MEAN HIGH WATER 8.3 9000 CFS LEVEL ITYP) IB_3 GREEN RIVER ELEV. = 6.0 PROPERTY LINE CITY CITY CITY 18.3 e \ 8.3 GREEN RIVER ELO GREEN RIVER LEV. = 6.0 8.3 \ GREEN RIVER LELEV. = 6.0 D�1� -03g5 733 TYN AVENUE SUITE 212 S INC. KIRKLAND. WA 98033 14261 822 -4885 FAX 1428 822 -7870 trJ DA 3 :24!58 SCALE = 30' D,E 8/6/90 REVISION x815 PER CITY REVIEW MAY 2 9 'gig FORT DENT 111 By KRE APPROVED BY KRE CROSS SECTIONS E�F0 RIVER WIDENING AS COMPLETED FOR FORT DENT II ' `R b BM ' DATUM ELEV NGS 5408 BM DISK =CU, 3 FEET ABC, GROUND AND 'T ,RT!CALLY IN THE SOUTH FACE OF A CONCRETE SUPPORT PIER UNDER THE INTERSTATE 405 OVERPASS ON SF -181- SAID PIER BEING THE THIRD PIER NORTH OF THE MC, SOUTHERLY PIER BETWEEN THE NORTH BOUND AND SOUTH sou. LANES CD SR -181. ELEVATION. 29 734 ABOVE IS REFERENCED ON HOUGH BEC 0 BA.R0. INC CRAWING NO 930335. 009099AR3 USED 509E DOG OP SOUTHERLY CORNER WING WALL 05 THE BRIDGE OVER GREEN RIVER TO FORT CENT. ELEV = 3,60 Aop d bc • Desegnea By Approved By Dawn Ev Checked By ASPHALT PAVEMENT 5015- NOVEMBER 1996 HORiz. = 20 53335 ART. N' ,NE N 56,11' W 234.09 0 U Ash ASPHALT PAVEMENT THE FAR COMPANY 716 MONROE AVENUE N.E. RENTON. WA. 98056 (206) 255 -2528 5 p� :` A5 2V \ \�✓ 33z 2? • 0 n` FORT DENT III dER REF DED OF Vf_A AHC _ - N- ccE K F' N No' '- G FOUY LC D >F SDC,R7 - AC _ORE ti TNr SHORE PLAT RE DRD: , N DER k NC NO '9082103'G. SUBJECT TO DISCLOS,_ ND CATS I,N BR, AMERICAN INSURANCE 30MFAN /3 - ° '_AT CER3! - ORDER NC . X16-- - '- DWG. ROTATED 33 FOR PLOTTING PRELIMINARY TOPOGRAPHIC JOHN C. RADOV CH N /5 8p ETUKW1Lp NTc C -- 7' rnr_ NO,rac nn Botanical Name Common Name 1 Quantity Size Spacing Acer platanoides Norway Maple 24 2" cal. 30' O.C. Cercidiphyllum japorncum Katsura 4 Ilk' multi stem _; 2 aa1. 20' O.C. : 5' O.C. Cistus hybridus -,. White Rockrose 18 Comes siolonifera I Redtwig Dogwood 24 _ 2 oal. 'I 4" pots 2 aaI 5' O I ]i O.C. 5' O.0 Cotoneoster dammeri I Rearherry _, 970 is Cytisus x praecox Warminister Broom Escollonia langleyensis 'Apple Blossom' I .pppie Rlncsom Escnllonia _ 1B" Y_O.C_. _ Fors ty a x intermedia H bnd Forsythia 113 2 gal. 5' O.C. Hellebores foetidus Stinking Hellebore 16 1 gal. 18" O.C. Heuchera 'Palace Purple' Palace Pile Coral Bells 130 I 4" pots 1' O.C. _1 N�sa sylvatico i T 12 'I. 2 cal. '. 15' -20' O.C. Phonnium tenax 'Prpureum' Purple New Zealand Flax 1 5 ! 5 901. - I 4' O.C. ___ Pines sylvestris I Scots Pine 7 7 -8' 15' O.C. Prunus laurocerasus 'Otto � LL yken' I Otto yken Laurel * 251 �15" 3' O.C. _ Prunus serrulata 'Amanagowa' I Amanoaawa Chem 5 2 cal. I As Shown P calleryano 'Aristocrat' ri ;QCr Elowerin Petcr i_2 col_ I As Shown _wus Rhododendron 'Ginny Gee' ame _,_.3_ 40 I 2 gal. : 2.5' O.C. _ Rhododendron 'Ken Janeck' me 31 i 18" 4' O.C. Rhododendron 'Scintillation' or 'Trude Webster' I Same 4 I 24 " -30' 4 - 5 ' O.C. Rhododendron 'Snowflake' or 'Cilpinense' 'I Same +3 I 18" 3' O.C. Rosa ru.osa Same 23 24 5' O Spireo thiin igii I Spiren 12 _. : _5'_O-C._ Viburnum .licatum tomentosum 'Mariesii I Doublefile Viburnum 45 _18" i 24 " -30' I 5' O.C. 55. MAFLES� TO REMAIN 18 CISTUS HYBRIDUS 12 NYSSA SYLVATICA PICNIC TABLE 24 ACER PLATANOIDES 4 CERCIDIPHYLLUM JAPONICUM 5 PRUNUS SERRULATA 'AMANOCAWA' RYE FESCUE GRASS LAWN 3 PYRUS CALLERYANA 'ARISTOCRAT' 252 PRUNUS LAUROCERASUS 'OTTO LUYKEN' 7 PINUS SYLVESTRIS 13 ESCALLONIA LANGLEYENSIS 'APPLE BLOSSOM' APPROXIMATELY 17,000 SQUARE FEET OF RYE /FESCUE SOD 24 CORNUS STOLONIFERA PICNIC TABLE 13 FORSYTHIA X INTERMEDIA 949 COTONEASTER DAMMERI 17 ROSA RUGOSA Dql -03g 12 SPIREA THUNBERGII 1 / 45 VIBURNUM PLICATUM TOMENTOSUM 'MARIESII' 30, t Scale 1" = 30' 15 CYTISUS X PRAECOX 6 ROSA RUGOSA BENCH 30 0 30 60 90 40 RHODODENDRON 'GINNY GEE' 3 RHODODENDRON 'SNOWFLAKE' OR 'CILPINENSE' Environmental Planning Civil Engineering Landscape Design & Project Management Services 16 HELLEBORUS FOETIDUS than Design, Ina 611 Market Street, Suite 3 Kirkland, Washington 98033 (206) 822 -4886 Fax (206) 822 7870 Hawaii Office: Kahului, Maui, Hawaii 96732 (808) 871 -5701 31 RHODODENDRON 'KEN JANECK' ENTRY O O 4 RHODODENDRON 'SCINTILLATION' or 'TRUDE WEBSTER' Project Title 10 FORT DENT III et 7tle: LANDSCAPE PLAN VIBURNUM PLiCATUM TOMENTOSUM Scale 1 = 5 PHORMIUM TEx' - &URPUREUM' 10' 20 30 I i �.i,i ^;II A A.lfriV'J) MAO 2 9 °:998 Vons C.D Rse,r,0 PLANTS MOVED FROM .E. PROPERTY LINE 3/31/9 ®. r ryR � FE7 UKWIL,G Project No. I Shee 96.032 L -1 [:DRE Date: 12/17/97 Scale: 1 " =30' Vr oject Tile: FORT DENT III R evisions: cer ,,,M, CNT, -f: Sheet Title'. EXISTING TREE PLAN P'roject No. S O I eei N 9 6. 1 L -2 Dr1� -015 APPROXIMATE LOCATION OF SIGNIFICANT TREES 30 I an Design, Inc o Environmental Planning Civil Erigineering Landscape Design & Project Management Services 30 Scale 1" = 30' 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Offic 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 871-5701 60 90 Ciir 9006773 MAY 2 9 1933 Drawn by: SL Designed by: DRE Date: 12/17/97 Scale: 1" =30' Protect T{le: FORT DENT III Revisions: CI R Ei 7y O EC _V FD 4 : -r x " PERMIT c,,,,,P Sheet Title: LANDSCAPE DETAILS Project No. I meet N o 96.032 I 3 DO NOT PRUNE TOP GROWTH EXCEPT FOR DEAD OR BROKEN LIMBS AND OBVIOUSLY MISPLACED BRANCHES 3" X 3" CEDAR STAKES DRIVEN MINIMUM IF INTO FIRM SOIL. REMOVE STAKES AFTER ONE YEAR. DIG PLANTING HOLE TO DEPTH OF ROOTBALL AND 2 -3 TIMES ITS WIDTH. REMOVE BURLAP AND WIRE CAGE, IF PRESENT. IF COMPLETE REMOVAL OF BURLAP IS NOT POSSIBLE, REMOVE STRING AND SLASH REPEAT- EDLY. TRIM BURLAP AWAY. FROM TOP OF BALL. NO BURLAP SHOULD PROTRUDE ABOVE SOIL. SET TOP OF ROOTBALL AT FINISH GRADE OR SLIGHTLY HIGHER, D0 NOT BURY TOO DEEPLY. BACKFILL WITH THE SAME SOIL REMOVED FROM THE HOLE. IF THE NATIVE SOIL REQUIRES AMENDMENTS, AMEND ENTIRE PLANTING BED PRIOR TO DIGGING TREE PIT. DO NOT FERTILIZE TREES DURING THE FIRST GROWING SEASON. WATER THOROUGHLY. DIG PLANTING HOLE TO DEPTH OF ROOTBALL AND 2 -3 TIMES ITS WIDTH. 1" TO 2" WATER COLLECTION BASH, MAY MULCH TO GRADE. SET TOP OF ROOTBALL AT FINISH GRADE OR SLIGHTLY HIGHER. DO NOT BURY TOO DEEPLY. REMOVE BURLAP AND WIRE CAGE, IF PRESENT. IF COMPLETE REMOVAL OF BURLAP IS NOT POSSIBLE, REMOVE STRING AND SLASH REPEAT- EDLY. TRIM BURLAP AWAY FROM TOP OF BALL. NO BURLAP SHOULD PROTRUDE ABOVE SOL. EVERGEEN EXISTING SOIL TREE EXISTING SOIL ATTACH PLASTIC TIES 1/3 UP FROM BASE OF TREE. r To 2' WATER COLLECTION BASN. MAY MULCH TO GRADE. DECIDUOUS TREE PLANTING AND STAKING DETAIL NO SCALE III `� " 1111111 IIV_ w 111 %1111111 ' ''I0:: 111111 IIIIIIIiI =. IIII E � ' :: ;. � (I IIIIli. INiW 11 irl' =1HIH11 1111_11111 0 I IIIIIIIIL11IIUI1- 11111111 =1 �1111117 I'r =11 1.11!- 11111 1( PLANTING AND STAKING DETAIL NO SCALE DWI -D95 ATTACH TREE TO STAKE AT ONE LOCATION WITH PLASTIC TREE TIES STAKE DRVEN MIN. 18" INTO FIRM SOL. REMOVE STAKE AFTER ONE 'YtnR. BACKFILL WITH THE SAME SOIL REMOVED FROM THE HOLE. IF THE NATIVE SOIL REQUIRES AMENDMENTS, AMEND ENTIRE PLANTING BED PRIOR TO DIGGING TREE PIT. WATER THOROUGHLY ORIENT SHRUB SO THAT "FACE THE MOST DESMABLE FINISH APPEARANCE. I" - 2" WATER COLLECTION BASIN. MAY MULCH TO GRADE. DO NOT MULCH AROUND CROWN. EXISTING SOL I11E1111111 ,::::,_:::> .:::: >. Z1111111E -I PIIIII=Ill 1'EES E111 . a_ Z. i IIIII� I�— IIIIIIII i� -= i(mudlllfl�cllllll FEMME-1111111 L Cbc o 4100+'11.�Ct�1'S4 $ SHRUB PLANTING DETAIL, NO SCALE TRIANGULATE GROUNDCOVERS, OR PLANT IN RANDOM PATTERN. PLANT IN AMENDED TOPSOIL FOLLOWING FINISH GRADING. DO NOT PLANT DEEPER THAN PREVIOUS PLANTING DEPTH. APPLY 2" LAYER OF BARK MULCH/ EQUAL AS SPECIFIED. DO NOT PILE MULCH AROUND CROWNS OF PLANTS. FERTILIZE WITH SLOW RELEASE, NON BURNING FERTILIZER, GROUNDCOVER PLANTING DETAIL NO SCALE Urban Desion, In 0 Environmental Planning Civil Engineering Landscape Design & Project Management Services DIG PLANTING HOLE TO DEPTH OF CONTAINER OR ROOTBALL AND 2 - 3 TIMES ITS WIDTH. CUT AWAY BURLAP COMPLETELY OR TIP OUT PLANT FROM CONTAINER. DO NOT SLASH OR DISTURB ROOTS UNLESS PLANT IS SERIOUSLY ROOTBOUND. SET TOP OF ROOTBALL AT FINISH GRADE OR SLIGHTLY HIGHER. DO NOT BURY TOO DEEPLY. BACKFILL WITH AMENDED NATIVE SOL OR PUR- CHASED PLANTING MIX MIXED HALF & HALF WITH NATIVE SOIL. FERTILIZE WITH SLOW RELEASE, NON BURNING FERTILIZER. WATER THOROUGHLY. 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 871 -5701 MAY 2 9 19 ;,@ Drawn by SL Designed by'. DRE Date: 12/17/97 Scale: 1 " =30' Protect Title: FORT DENT ill Revisions: cny'saEV, - DKWw q E'RMr , .,e NiEl, Sheet Title: LANDSCAPE SPECIFICATIONS Project No 96.032 Sheet No L -4 Project Description and Definitions: A. The scope of this project shall include the furnishing of all materials, equipment, and labor to accomplish the following: Placement of fill /topsoil as specified; finish grading; soil treatment and preparation: planting of trees, shrubs, vines, groundcover; construction of all architectural items; path construction; staking or guying of trees and shrubs, protection and maintenance; guarantee and replacement of all materials; and all related items required to complete the work as indicated on the accompanying plans. B. The Landscape Contractor must be experienced in landscape work of highest professional quality and have facilities and personnel adequate for the work specified. Workmanship shall be equol to or exceed the best accepted trade practices. C. Landscape Contractor shall locate all underground utilities and immediately notify the Landscape Designer of any conflict between the plon(s) and obstruction(s). Failure to do so shall obligate the contractor for all repairs for da maae from work therefrom. D. The Contractor shall adequately protect adjacent property, existing vegetation designated for preservation, and general public during the time of his involvement and shall be held responsible for any damage or injury resulting from his neglect. E. All work shall comply with applicable city, county, or state codes, standards and regulations unless otherwise specified. LANDSCAPE SPECIFICATIONS II. Applicable Specifications and Standards A. The American Horticultural Society A -Z Encyclopedia of Garden Plants, 1997 Edition, DK Publishing. B. American Standard for Nursery Stock, ANSI Z60 1 -1990, American Association of Nurserymen, Inc. C. The Sunset Western Garden Book III. Materials Definition and Standards: A. Fill Materlais, Topsoils, and Planting Backfill 1. All fill materials furnished shall contain characteristics of surrounding soils, be free of excess debris or water, noxious vegetative material, or other objectionable material. Excess cut material shall be stockpiled on a convenient on -site location or disposed of by the contractor at his expense, unless otherwise specified. E. Bark mulch 2 Topsoil shall be a natural, fertile, friable sandy loam, characteristic of representative productive soils indigenous to the region, and shall have the following: o. Soil shall not contain any debris or clutter of more of more than 1 inch in diameter nor any vegetative material content of 5 percent, shall be free of obnoxious seeds and capable of supporting vigorous growth. b. Soil shall not contain more than 5 percent water by volume and shall have been obtained from e naturally well- drained area. It shall not be excessively acid or alkaline nor contain toxic substances possibly detrimental to plant growth. d. Topsoil shall have been sifted through o screen with o mesh not exceeding 1 %2" square, and delivered without an admixture subsoil. 3. Bog peat is unacceptable as any type topsoil. B. Manure & Fertilizers 1. Manure shall be well - rotted, unleashed, thoroughly pulverized stable cattle manure, naturally composted for one full year. 2. Manure shall be screened, uniformly textured, free of at objectionable foreign materials, dirt, straw, sawdust, and chemicals injurious to plant growth. 3. Planting Tablets: Tablets shall be tightly compressed, long- lasting, slow - release fertilizer tablets weighing between 5 and 25 grams, with a potential acidity of not more than 5 percent by weight and having on analysis of 20 -10 -5 derived from the sources listed in the following guaranteed analysis: Total Nitrogen (N): 20 00% Derived from urea - formaldehyde 7.O% water soluble nitrogen 13.0% water insoluble nitrogen Available Phosphoric Acid (P205) 10.00% Derived from calcium phosphate Soluble Potash (K20) 5 00% Derived from potassium sulfate Combined Calcium (Ca) 2 60% Derived from calcium phosphates Combined Sulfur (S) 1 60% Derived from ferrous and potassium sulfates Iron (expressed as elemental Fe) 35% Potential Acidity: 5% or 100 Ib. Calcium Carbonate equivalent per ton. 4. An acceptable substitute, such as Agro Transplanter 4 -2 -2, may be utilized upon the approval of the Landscape Designer. C. Burlap Shall be made of jute or like material and shall weigh not less than 7.2 oz per square yard. Fasten securely in place with 4 -6 penny nails, staples, or twine. D. Hose, Wire and Stake Material 1. Employ suitable lengths of new multi -ply black rubber hose and 12 gauge annealed galvanized steel wire for guying purposes, or use plastic plant ties. Tum- buckles, if required, are to be galvanized or dip - painted of appropriate size. 2. All wooden stakes shall be cedar treated with "Woodlife" or an acceptable substitute and shall be of the following dimensions: 2" x 2" x 6' 'tor evergreen trees to 6'0" 2' x 2" x 8' for evergreen trees to 8'0" 2" x 2 x 8' for deciduous trees to 8'0" 3" x 3" x 10' for deciduous trees over 8'0" 2" x 2" x 3' for shrubs and vines. 1. To be of medium fine grade thoroughly ground Douglas Fir or other acceptable substitute bark, preferably blown through a screen for sizing, unless otherwise specified. 2 If substitutions ore made, Contractor shall submit a sample (approximately 1 cubic foot) to the Landscape Designer and obtain approval prior to delivery to job site. 3. Apply a minimum 2" layer on oil specified areas and wash thoroughly following spreading and leveling to ensure adequate compaction. F. Grovels and Crushed Rock 1. Round gravels ore to have been screened for uniform size, with removal of any objectionable or foreign materials 2. Crushed rock /gravel shall be partially washed prior to delivery with retention of suitable fine materials for compaction, unless otherwise specified. Final level following compaction is to be % below screeding. •11-0 G Sod IV. Planting 1 Type to be planted. a. Sun: 70% Rye 30% Fescue b Shade: 70% Fescue 30% Rye Contain no more than 1% other grasses, none of which shall be coarse or of undesirable variety. Shall be free of all weeds, pests and diseases. 4. Shall be free of Poo Anna (annual bluegrass) 5. Shall not be less than 10 months old nor more than 30 months old. 6. Shall be healthy and have a dense, vigorous, well - developed root structure. 7. Shall be grows on fumigated soil with intensive care and cultivated under rigid quality control. 8. Shall not be cut from fields more than 24 hours prior to delivery to job site. 9. Shall be cut 18" x 80 ", rolled and loaded on pallets. 10. Supervising architect reserves the right to make a field inspection of the material to be used or require a 30 square foot sample prior to approval. H. Plant Materials 1. Nursery grown under climatic conditions similor to locality of project. All plants shall be freshly dug and shall have been transplanted or root pruned at least once in the last three years. They shall be normally shaped, exceptionally heavy and well- branched, fully folioged when in leaf and shall have healthy, well - developed root systems. 2. For measurement, branching, grading, quality, balling and burlapping of all plants, follow the Code of Nursery Standards as recommended by the American Associations of Nurserymen in the American Standard of Nursery Stock, exceptions are as follows: o. Plants larger in size than those specified may be used with approval of the Landscape Designer at no additional cost to the owner. If the use of larger plants is approved, the ball of earth or spread of roots shall be increased proportionally. b. Undersized plants: Up to 10% of any one variety may be used provided average coverage is equal to that specified and plants ore larger than the average size of the next smaller grade. c. The determining measurements for trees shall be the caliper, height and spread. Caliper shall be token 6 inches above the ground for trees up to 4" caliper and 12 inches above the ground for larger sizes. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to tip. Take measurements with branches in normal position. Height shall not be more than 10% smaller than specified. 3. Trees must be self - supporting, with straight trunks and with leaders intact and shall hove been grown in soil that prevents development of tap roots or deep root formations. 4. Container stock shall have been grown in the container in which delivered for at least four months but not over two years. Samples shall prove no root bound conditions. Plants having broken balls of earth when taken from container shall be planted by special approval only. to not handle container plants by tops, stems, or trunk at any time. 5. Bailed and burlapped (B &B) shall be dug with firm, natural bolls of sufficient diameter and depth to encompass fibrous and feeding root system necessary for full recovery of plant, as per American Association of Nurserymen standards. 6. Bareroot stock (B /R) shall be dug and the earth removed without injury to fibrous root system. Protect roots until planted. Plants with roots dried and /or shrivelled from exposure are not acceptable. 7. Groundcover stock shall be "hardened off", wet- rooted and established (unless specified otherwise on drawing). 8. All certificates of inspection of plant material shall be furnished as required by federal, state or other authorities. 9. Inspection and approval may be required by Landscape Designer upon delivery for quality, size and variety; such approval shall not impair right of inspection and rejection at site during progress or work for size and condition of ball and roots, latent defects or injuries. Rejected plants shall be removed immediately from site and replaced. A. Introduction 1. Planting of plant materials shall be done during the season or seasons which are normal for such work as determined by weather conditions and by accepted practice in the locality. No planting shall be done in frozen soil or during unfavorable weather conditions. 2 ations All replaceman confo specificriginal otherwise in writing by ent the pl La ndscape shall Designer rm to or the upon same subsequent superseding as the droawings. unless otheise speci 3. Locations of all plantings and outlines of areas to be planted shall be staked out on the ground for approval by the Landscape Designer, if so specified, before excavation begins. 4. Landscape Contractor shall make whatever arrangements may be necessary to ensure an adequate supply of water to meet the needs of this contract. He /she shall also furnish all necessary hose, equipment, attachments, and accessories for the adequate irrigation of seeded and planted areas as may be required to complete the work as specified. B. Soil Preparation 1. A 3" layer of organic material, such as manure, compost, peat moss, etc., shall be added to all planting areas. New lawn areas and planting beds shall be thoroughly dug or rolotilled to a depth of 8" before adding amendments. Soil amendments shall be spread over the planting area and re- tilled, completely mixing the amendments with the native soil. Remove any stones, twigs, or other large debris. 3 fresh sawdust or shredded bark is used as a soil amendment, supplemental nitrogen must be added to compensate for nitrogen lost to the decomposition process. Planting beds which will be planted with rhododendrons or azaleas shall have peat moss or finely shredded fir bark as the primary soil amendment. A commercially prepared rhododendron fertilizer is preferred for these oreas, used at the rate on the label. The minimum topsoil depth after compaction shall be 6" for all groundcover areas, and 4" for lawn areas. All depths shall be from approved sub -grade to finished grade after settlement. All planting areas shall be finished to an even grade and /or mounded as shown on the drawings. New grades shall blend naturally into existing grades. Fine finish surfaces by raking smoothly and evenly, removing all extraneous debris over 1 ". 2. Prepare planting fits for trees and shrubs os follows: a. Excavate pits to a width of a minimum of 2 to 3 times the diameter of the root ball or root system, and equal to its depth. b. Apply Planting Tablets at the following rates: " Trees (Do not fertilize trees at time of planting.) Large shrubs (over 5 gallon): Utilize 21 gram t ablets at the rate of 1 tablet for each 2 feet of height. Position the plant in the hole and backfill no higher than halfway up the root ball. Place the recommended number of tablets evenly around the perimeter of, and immediately adjacent to, the root ball at a depth which is between the middle and the bottom of the root ball. Complete the bockfilling, tamp and water. Bareroot, B &B, or container stock: Utilize 21 gram tablets at the rate of: 1 gallon container or smaller: 1 tablet 3 gallon container 2 tablets 5 gallon container 3 tablets Position the plant in the hole and backfill no higher than halfway up the root boll. Place the recommended number of tablets evenly around the perimeter of, and immediately adjacent to, the rootball at a depth which is between the middle and the bottom of the root ball. Complete the backfilling, tamp, and water. Groundcover Plants: Utilize 15 gram tablets per plant Position the plant in the hole and backfill halfway, and no more. Place the tablet immediately adjacent to the root boll and at a depth thot is between the middle and the bottom of the root ball. Complete backfilling, firm the soil and water. c. Set plants so when settled they will bear the same relationship to the finished grade as originally borne to natural grade, and orient the plant "face' for the best finish appearance. d. Where dry weather conditions exist, all stock shall be puddled (the root system soaked in water) before distribution. e. Backfill pit with amended planting soil. Plants shall be watered thoroughly throughout backfilling process to prevent air pockets around root system. Following completion of backfilling, plants shall be watered thoroughly and the soil compacted about the plant, retaining a %2" deep rain basin with a slight lip. 3. Stake all trees immediately following planting as shown in the drawings. Place stakes a minimum of 18" away tram trunk of the tree. Drive stakes 18" into bearing ground and fasten to the tree with double No. 12 wire through a suitable length of hose. Draw wire taut and tie inside hose so that wire is not in contact with plants at any point and ends are hidden in hose or, as on alternative plastic tree Fez may be used. Support each tree with two stakes. Refer to Staking Detail. Remove stakes and ties within one year! 4. Pruning of plant materials shall be limited to the removal of injured twigs and branches. Leave intact the normal shape of the plant. Additional pruning shall occur in each spring pruning season as required. All injured tree and shrub roots shall be pruned to make clean ends before planting. 5. For groundcovers, prepare Around after all trees and shrubs are planted. Remove grass, weeds, and debris. Cover area with 2 of ground bark mulch. Provide a consistent smooth planting grade. Plant on staggered centers both ways. Rake bed smooth and even, applying additional bark needed. 6. The subgrade of sodded areas shall be loosened and mixed to a dept of 8" and all stones over 1" in size, sticks, and rubbish removed. No heavy objects except lawn rollers shall be moved over areas to receive sod after the subgrade hos been prepared. After subgrade is prepared, spread 4" amended topsoil over the sod area. Rototill. Bring to a true and even grade using a 300 pound roller to compact the soil. 7. Apply turf building fertilizer as follows: a. Agriculture grade limestone shall be applied and incorporated into the top 3" of soil at the rote of 50# per thousand square feet where tests indicate an acid soil. Apply prilled elemental sulphur where tests indicate alkaline soil. b. Fertilizer such as JB Turf Fertilizer shall be applied and incorporated into the top 3" of soil at the rate of 10# per thousand square feet. 8. Sod shall be laid on a smooth, moist, lightly composted surface. All butt joints shall be staggered in brick layer fashion. Leave a 3' circle around trees. 9. Sodded areas shall be rolled to establish tight contact between sod and soil. Sod shall be watered heavily immediately after installation. 10. Warranty: The sod supplier shall, upon request, certify in writing that the sod conforms to the above specifications. 11. All other seeding methods, particularly hydroseedina a_nd matting_ follow manufacturer's hate preparations, application and care recommendations. Submit description of process and equipment to be used to Landscape Designer for approval before proceeding. 12. All specified areas shall be mulched with a 2" layer of ground bark mulch within two days after planting. This mulch shall entirely cover the planting area and shall extend to a 3' radius around trees (other than street trees). 13. Clean -up: Remove cans, surplus material, and any debris resulting from landscape work. Planting areas shall be neatly dressed and finished; walks, paved areas, adjacent walls, windows, and all work areas flushed clean. V. Inspection and Guarantee A. Inspection and Acceptance 1. The Landscape Designer shall inspect all work for provisional acceptance upon the written request of the contractor or owner. The request shall be received at least three days before date of anticipated inspection. 2. Upon completion of all repairs or renewals which may appear at that time to be necessary in the judgment of the Landscape Designer, he /she shall give written certification to the owner as to provisional acceptance of the project. 3. The provisional acceptance of tree and shrub planting shall constitute the beginning of the guarantee period for this portion of the work. 4. The contractor shall replace, without cost to the owner as soon as weather conditions permit, all dead plants and all plants not in a vigorous, thr condition, as determined by the Landscape Designer during and at the end of the guarantee period. The plants shall be free of dead branches and dead branch tips, and shall bear foliage of a normal density, size and color. Replacements shall closely match adjacent specimens of the same species and shall be selected in the field prior to digging. 5. The contractor shall make all necessary repairs to grades, lawn areas. and paving required because of plant replacements. Such repairs shall be done at no extra cost to the owner. 6. The guarantee of all replacement plants shall extend for an additional period of one year as above from the date of their acceptance after replacement or for the guarantee period, whichever time period is greater. In the event that a replacement plant is not acceptable during or at the said extended guarantee period, the owner may elect subsequent replacement or credit for each item. B. Final Inspection, Final Acceptance and Final Payment 1. At the end of the guarantee period, the Landscape Designer shall inspect all guaranteed work for final acceptance upon written request of the contractor or owner. The request shall be received at least three days before the anticipated date for final inspection. 2. Upon completion of all repairs or renewals which may appear at that time to be necessary in the judgment of the Landscape Designer, the Landscape Designer shall give written certification to the owner as to the final acceptance of the project. 3. The owner, upon receipt and approval of said certificate, shall return the Bond for Performance by said contractor and any monies dux said contractor under the contract terms, except such sums as may have been expended by the owner under the provisions of the contract documents and less any other deduction(s) the owner may be otherwise entitled to make. rban Desig Ina Environmental Planning Civil Engineering Landscape Design & Project Management Services 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 87 1 -570 1 3 7t CF tiihhiLA Aj .:tii!'. NI AY 2 9 PcP-0, FxEy /LIZ/Z-4 T /un ,41 6 //a ., 4ri!__ rT u,✓i.�.✓ Ld /L.C_ _ /y 9lDYL ✓c4Cf </d .e !�� +/j.' .-' ✓/ // /% P'61417E C4A/TaL. Cc4/ 4e Lr/sOn/ upwrerewer ca....4/2E C.4.eSa 1411a/E BAK ;_4 A„ /45 2E46) �4 g Oa' €L Z /L. Fgme,7E CW.M4 aLv' 45S - A-VC MATERIAL LIST CB I" EXEMPT IRRIGATION METER (BY OTHERS) 0, MUELLER 1 212' STOP VALVE C WILKINS I I:i2° 9511XLDOUBLE CHECK VALVE WILKII!NS i li3" t REDUCING VALVE (IF REQ'13) 9- HAINBIRD f4?1UIC P QUICK COUPLER VALVE (BLOW OUT) 10.1 RAM= > I2LX+ CONTROLLER (OUTDOOR MOUNT) '.RADDIDMISOPIED 1'212' REMOTE CONTROL VALVES 0I( X3 $i4®. t3 VALVE ASSEMBLY O RAINBOW 1$04 &WPM LAWN BODIES 4s4 b R.ADOIRDISS6SAM PRS SffiUB BODIES 2"8, SCR 40$22t Q —r PVC SCH 4e MAINLINE PVC C1200 .XTE[tAL LINES �v � Cl4UPl „e,e ✓� /E ars r�3 tea' o�c 4 77.04: r✓ %,_' ✓4 ✓v-> PREPARED BY MISTER RAI NC 1415 22ND ST. NW #F AUBURN, 1`71 A 98001 (d25) 4544190 1,40,2Web GENERAL NOTES / _ prg Ct) p,P'E Pa - t om s _ 1. Can 1 - 800.424 -5555 for cable locates before digging 2. Secure necessary permits from City of Tukwila and have bockflow device tested by state certified backflnw tester 3. Design is based on minimum of 60 PSI static pressure, flow test. of 45 GPM at 50 PSI 4. Exempt Irrigation meter (1" min.) by others 5. 115V outdoor power for controller by others, mount controller at location determined by architect 6. Use 14-1 OF control wire throughout 7. Depth of PVC lines - Sleeving (24 "), !Clain (18"), Laterals (12 ") 8. Winterization is accomplished by 'blow-out' method 9. Nozzle sizes/patterns for 1 - 804 lawn bodies are 15 series unless otherwise shown 10. Nozzle sizeslpsuerns for 1846 shrub bodies are E0 series unless other -lee ebowe 11. Lateral line pipe size where not shown is 3/4" 12. 1jst91 1 112" PRV if static pressure exceeds 80 PSI, if installed set discharge at 50 PSI 13. Ruda all valves in Carson 12" standard boxes ciiv of VOL FORT DENT T S ! I 9 WA Pi AY 2 9 1233 GATION ESIG F ClryR FET�KWI(A GENERAL NOTES GENERAL: VERIFY AND CONFIRM ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY OWNER'S REPRESENTATIVE FERRARI DESIGN GROUP (FOCI OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN OR OF UORK PRIOR- TO PROCEEDING WITH THE ITEM CF WORK AFFECTED. B. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. LAWS AND ORDINANCES GOVERN IN CASE OF CONFLICT BETWEEN METHODS OR STANDARDS OF INSTALLATION OR MATERIAL QUALITY. NOTIFY FOG OF ALL CONFLICTS. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 1994 EDITION OF THE UNIFORM BUILDING CODE AS AMENDED AND ADOPTED BY THE CITY OF TUh. UILA ALL WORK SHALL BEN ACCORDANCE WITH THE CITY STAMPED AND APPROVED PLANS, WHICH PLANS SHALL BE KEPT ON SITE AT ALL TIMES. C. OBTAIN SEPARATE PERMITS FOR I. MECHANICAL 2. ELECTRICAL 3. FIRE SPRIN ALERS 4. FIRE ALARMS / PROTECTION S. INTERIOR IMPROVEMENTS IN ACCORDANCE WITH AND AS REQUIRED BY ALL CODES AND REGULATIOiNS. D. COMPLY WITH REQIII¢rTtNTS IN THESE SPECIFICATIONS FOR STANDARD OF WORKMANSHIP, PERFORMANCE, AND =ALIT, I. WHERE MATERIALS, FNISNES OR EC. IPMENT IS NOT SPECIFICALLY 1DENTFIED, THE CONTRACTOR WILL BE REQUIRED TO SUBMIT SAMPLES OR INFORMATION DETERMINING QUALITY AND PERFORMANCE TO THE OWNER / ARCHITECT FOR APPROVAL PRIOR TO ANY WORK. E. COORDINATE SUPPLIERS AND SUBCONTRACTORS FOR PROPER SEQUENCE OF OPERATIONS, PREVENT DUPLICATION OF EFFORT, PROVIDE ORDERLY PROGRESS OF BORC 2. SITE WORK: A ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE APPROVED PROJECT PLANS AS PREPARED BY URBAN DESIGN INC. AND IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES, AND THE SOILS REPORT TITLED: GEOTECHNICAL ENEINEERI. STUDY UPDATE FORT DENT THREE TUKWILA. WASHINGTON REPORT NO. 3001 -2 DATED NOV. 2, 1991 AND PREPARED BY EARTH CONSULTANTS, NC. 3. CONCRETE: A REFER TO ,E STRUCTURAL DRAWINGS AND THE STRUCTURAL GENERAL NOTES FOR CONCRETE MIX DATA, CONCRETE STRENGTHS, REINFORCING STEEL GRADES, ETC. B. READY -MIX CONCRETE SHALL BE USED EXCLUSIVELY, FURNISHED BY AN ESTABLISHED SUPPLIER CONCRETE SHALL BE CONVEYED AND PLACED N A MANNER TO ENSURE NO SEPARATION, SEGREGATION, OR INTRUSION OF FOREIGN MATTER ALL CONCRETE SHALL BE THOROUGHLY COMPACTED BY MEANS OF MECHANICAL VIBRATORS. CONCRETE SLABS SHALL BE FINISHED TO PRODUCE A SMOOTH, HARD SURFACE LEVEL TO WITHIN IS INCH N 10 FEET (ADHERE TO ACI STANDARDS). CURING COMPOUND SHALL BE SPRAYED ON .1. ONE GALLON PER 300 SQUARE FEET TO SURFACE AREA C. TESTING: ALL TESTS SHALL BE PERFORMED AS REQUIRED BY THE BUILDING DEPARTMENT. SUBMIT COPIES OF TEST REPORTS TO THE ARCHITECT, ENGINEER OWNER AND BUILDING DEPARTMENT. MINIMUM TESTING: 3 CTLNDERS PER POUR FOR TILT -UP WALLS, FOOTINGS AND SLABS. N ACCORDANCE WITH 1101 OF THE UNIFORM BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT, SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE CANER FOR THE FOLLOWING AREAS OF UDR. I. SOILS COMPACTION ALL SOIL BEARING SURFACES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO CONCIETE PLACEMENT. 2. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TESTING AND REINFORCING 3. EXPANSION ANCHOR PLACEMENT. 4. STEEL FABRICATION AND ERECTION 5, FIELD WELDING. 4. MASONRY: (NONE REQUIRED) 5. METALS: A GENERAL: SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT, PRIOR TO FABRICATION. FORM STEEL TO ACCURATE SIZES AND SHAPES, WITH SHARP LINES AND ANGLES. PUNCH CONNECTIONS, GRINDING EXPOSED WELDS SMOOTH. PROVIDE HOLES AND CONNECTION. FOR WORK OF OTHER TRADES. DETAIL FOR AMPLE STRENGTH AND STiFFNE99. CONCEAL WHEREVER POSSIBLE. GALVANIZING SHALL BE HOT -DIP ZINC - COATING, PER ASTM 4123, APPLIED AFTER FABRICATION, BUT BEFORE INSTALLATION. FOR ADDITIONAL INFORMATION, REFER TO STRUCTURAL GENERAL NOTES. B. GRADES OF METALS: (SEE ALSO STRUCTURAL GENERAL NOTES) I. PIPE N TUBE COLUMNS CONFORM TO ASTM A50 (F1' • 46000 P917 1. MISC. STEEL CONFORM TO ASTM A36 MY • 36000 PSI) 3. MISC. STEEL HANGERS 91MP5CN 4. MACHINE BOLTS CONFORM To ASTM A301 G. MISCELLANEOUS METAL SPECIALTIES: (SEE ALSO STRUCTURAL GENERAL NOTES) METAL LADDER TO ROOF HATCH, STEEL SIDE PLATES, STEEL 4 VG9 AT 11' QC., ATTACHED AT R FLOO HATCH, AND MID -SPAN. 2. PIPE BOLLARDS: PROVIDE AT ANY TRANSFORMER GAS METER OR OTHER UTILITY WHICH COULD BE SUBJECT TO DAMAGE BY TRICKS. 4' DIAMETER CONCRETE FILLED WITH 4' -0' ABOVE GRADE AND 3' -6' BELOW GRADE. 6. CARPENTRY: A. FRAMING: STUD WALLS (WHERE SRO. ON PLANS) TO BE 2x4 OR 2x6 AS INDICATED ON DRAWINGS. WOOD GRADE OR STEEL GAUGE PER STRUCTURAL DRAWINGS. PROVIDE BLOCKING AS REQUIRED BY CODE AND AS REQUIRED FOR ALL EQUIPMENT AND WALL FINISHES. B. RRUSH CARPENTRY: PROVIDE ALL ROUGH CARPENTRY, SHEATHING, RIBBING, BLOCKING, ROOF FRAMING, MECHANICAL UNIT SUPPORTS, ROOF CANTS, AND SIMILAR WORK NECESSARY TO COMPLETE THE PROJECT. INSTALL ALL ROUGH HARDWARE AND MISC. ITEMS. C. MATERIALS: SEE STRUCTURAL GENERAL NOTES. 1. THERMAL AND MOISTURE PROTECTION A INSULATION: CONTRACTOR TO PROVIDE AND NSTA_L IN THE FOLLOWING AREAS ALL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. EXTERIOR PERIMETER SLAB INSULATION: R -I0 MIN, WATER RESISTANT AT FUN. HEATED AREAS ONLY. 2. ROOF: CONTINUOUS R -19 RIGID FOAM INSULATION INSTALLED ATOP THE ROOF DECKING. (R -21 TOTAL ASSEMBLY VALUE WITH BUR) 3. OPAQUE WALLS: R -13 BATT TYPE FIBERGLASS WITH VAPOR BARRIER B. BUILT -UP ROOFING: I. FURNISH MID INSTALL CLASS 'B MULTI -PLY BOIL ? =1,i' ROOFING SYSTEM WITH CAP SHEET BY MALARKEY, OR APPROVED EQU, 2. SUBMITTAL: ROOFING ASSEMBLY BREAKDOWN SHOULD INCLUDE PARTICULAR MANUFACTURER'S INSTALLATION REQUIREMENTS REGARDING MATERIALS AND METHODS OF APPLYING. SUBMIT TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO INSTALLATION 3. ROOF DECK ACCEPTANCE: DO NOT START ROOFING UNTIL PROJECT ENGINEER NAS INSPECTED ROOF DIAPHRAM. DECK MUST BE DRY AND READY TO RECEIVE ROOFING. ONCE ROOFING CONTRACTOR ACCEPTS THE DECK, NE 19 RESPONSIBLE FOR THE PERFORMANCE OF THE ROOFING ASSEMBLY. ROOFING CONTRACTOR TO INSPECT ROOF AND MAKE NECESSARY CORRECTIONS PRIOR TO STARTING THE INSTALLATION. CHECK ROOF SLOPE AND LAY FELTS IN DIRECTION REQUIRED FOR PROPER DRAINAGE. 4. GUARANTEE: ROOFING CONTRACTOR TO PROVIDE ROOFING GUARANTEE TO TEN (10) YEARS. C. METAL WALL PANELS D. CAULKING AND WATER PROOFING: THE CONTRACTOR TO PROVIDE AND INSTALL THE FOLLOWING PER MANUFACTURER'S RECOMMENDATIONS. CAULKING 4 SEALANTS: TILT -UP JOINTS: INSTALL FOAM BACKER ROD AT EXTERIOR SIZED TO FILL JOINT AND SILICONE BASED CAULKING OVER BACKER ROD COMPATIBLE FOR PAINTING. 2. WINDOW AND DOORS TO CONCRETE, WOOD, ETC. USE SILICONE BASED CAULKING: ALL CAULKING TO BE re ii'W�i GRADE, GE, SiKA, GR APPROVED. 3. CURTAIN WALL: PER DESIGN BUILD MANUFACTURER'S RECOMMENDATIONS. E. FLASHING AND BIRD SCREENS ALL FLASHING SHALL EXTEND ABOVE THE LEVEL OF THE FINISHED ROOF AS DETAILED CN THE DRAWINGS AND SHALL BE FABRICATED OF 24 GAGE GALVANIZED STEEL. OVERFLOW DRAINS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. FABRICATION TO BE FROM FIELD DIMENSIONS, INSTALL FLASHING OVER ROOF CURBS AND SUPPORTS. DOWNSPOUTS, SEE PLAN FOR LOCATION, SHALL BE OF MATERIALS REQUIRED BY THE PLUMBS CODE. F. SKYLIGHTS: KALWALL 'CLEARSPAN' PYRAMID TYPE OR APPROVED EQUAL. E. RO,I ACCESSORIES I. ROOF HATCH AND LADDER: CONTRACTOR TO PROVIDE AND INSTALL A TYPE 'S' 2'- 6'x3' -0' ROOF HATCH FOR STEEL LADDER ACCESS WITH NO OUTSIDE HANDLE AS MANUFACTURED BY THE BILCO CO. OR EQUAL CONTRACTOR TO PROVIDE AND INSTALL AN ALL STEEL LADDER TO FIT ROOF WATCH. REFER TO DRAWINGS FOR LOCATION PROVIDE OSHA SAFETY CAGES IN LOCATIONS REQUIRED BY CODE. •. EXTERIOR INSULATION/FINISH SYSTEM I. EIFO INSTALLATION WHERE S4OUN ON PLANS SHALL BE CRYNT• SYSTEM -AN EXTERNALLY REINFORCED EXTERIOR INSULATION AND FINISH SYTEM CONSISTING OF I- ADHESIVE: 2-INSULATION BOARD: 3- FIBERGLASS REINFORCED MESH FULLY EMBEDDED N A BASE COAT MIXTURE: AND 4- AN AESTHETIC FINISH. SYSTEM INSTALLATION SHAG SE IN BUIL.vie v�% SHELL FOR: FORT DENT T HREE FOR \ VNA LA, GASH NOTE: SUBMITTAL IS FOR BUILDING SHELL PERMIT ONLY. BUILDING INTERIOR IMPROVEMENTS BY SEPARATE PERMIT. ACCORDANCE WITH MAN(FACNRE'S PRINTED INSTALLATION INSTRUCTIONS. CAULKING SEALANTS, COLOR - FINISH SYSTEMS SHALL BE AS RECOMMENDED BY THE MANUFACTURER - COMPATABLE WITH THE DRYVIT INSTALLATION. CONTRACTOR SHALL PROVIDE (MANUFACTURER'S LIMITED MATERIALS WARRANTY AS OUTLINED BY DIRTVIT SYSTEMS INC, WEST WARWICK RHODE ISLAND, 02893. 8. DOORS AND WINDOWS: A HOLLOW METAL DOORS: CONTRACTOR TO FURNISH AND INSTALL HOLLOW METAL DOORS AND METAL FRAMES. METAL DOORS SHALL BE MANUFACTURED BY T- ENSTRA• OR APPROVED EQUAL. DOOR PANELS SHALL BE 18 GAUGE, I -3/4' TRICK, 1/8' CLEARANCE AT TOP AND SIDES, BEVEL ON LOCK STILES. STEEL REINFORCING AT ALL POINTS WHERE HARDWARE IS TO BE INSTALLED. SEE DRAWINGS FOR ANY REQUIRED RATING OF DOORS AND WINDOWS. HOLLOW METAL FRAMES SHALL BE 16 GAUGE. ALL FRAMES SHALL HAVE THREE ADJUSTABLE ANCHORS AT EACH JAMB, AND THREE SILENCERS ON LATCH SIDE OF JAMB. (SEE DOOR SCHEDULE) B. WOOD DOORS: 8 -0' X 1' -0' X 13/4' THICK SOLID CORE RED OAK WITH PLAIN SLICED VENEER IN HOLLOW METAL 18 GA COMMERCIAL SERIES FRAMES TIMELY OR EQUIVALENT PREFINISHED BLACK COLOR (SEE DOOR SCHEDULE) C STO.T.T.IT SYSTEM, CON TO PttROvIDE AND INSTALL ANODIZED ALUMINUM STOREFRONT SYSTEM. DOORS TO BE OFFSET PIVOT WITH SURFACE STD. OVERHEAD CLOSER AND INTERIOR ALUMINUM STOPS AND THRESHOLD. PUSH/PULL STYLE TICE I -1/4' STAINLESS STEEL WITH DOOR AS MANUFACTURED BY KALLNEER OR APPROVED EQUAL. WEATHERSTRIP ALL SURFACE.. PROVIDE AND INSTALL 2'x4 -111° CLEAR ANODIZED ALUMINUM STOREFRONT TYPE WINDOWS FIXED AS 5401114 ON DRAWINGS. SUBMIT SHOP DRAWERS FOR APPROVAL. KAWNEER OR APPROVED GLAZING SHALL BE 'vERICHRON' TYPE INSULATED. D. CURTAIN WALL SYSTEM: E. FINISH HARDWARE: THE CONTRACTOR 15 TO: I. PROVIDE ALL FINISH HARDWARE TO COMPLETE WORK ACCORDANCE WITH PROJECT REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING CF HARDWARE N LOCATIONS SPECIFIED. THE CONTRACTOR SHALL ADEQUATELY STORE FINISH HARDWARE UNTIL INSTALLATION 15 MADE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 2. UPON BEING AWARDED THE FINISH HARDWARE CONTRACT, THE HARDWARE SUPPLIER SHALL IMMEDIATELY PREPARE AND SUBMIT TO THE ARCHITECT ANp OWNER, IN TRIPLICATE, A COMPLETE SCHEDULE OF FINISH HARDWARE REQUIRED. F. GLASS AND GLAZING: FURNISH AND INSTALL ALL GLASS AND GLAZING AS SHOWN ON DRAWINGS AND AS REQUIRED TO COMPLETE PROJECT AS SPECIFIED 4EREIN. I. MATERIALS: a. STOREFRONT: ('INSULATED GLASS . VIRACON • TYPE. I' OVERALL THICKNESS, CONSTRUCTED OF TWO LIGHTS, VA TINTED OUTSIDE, i/4• CLEAR INSIDE GLASS WITH I, AIR SPACE. COLOR TO BE DETERMINED. b. STOREFRONT DOOR: MANUFACTURED BY KAINEER OR APPROVED EQUAL. 12' BOTTOM STILE. 2. It1 PROVIDE Itrn-tRED AND SAFETY GLAZING AS REQUIRED BY CODE (UBC 24061. 3. CLEAN -UP: CLEAN EXCESS FUT, OR COMPOUND FROM GLASS AND SURROUNDING WORK AND CLEAN AND POLISH ALL GLASS. 9. FINISHES: A. GYPSUM WALLBOARD: THE CONTRACTOR IS TO RANI. AND INSTALL ALL GYPSUM WALLBOARD AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN, IN ACCORDANCE WITH STANDARD PRACTICES AND AS SET FORTH IN THE 'ARCHITECTURAL SPECIFICATION MANUAL - PAINTING, WALL COVERING, AND GYR ., WALLBOARD FINISHING'. I. MATERIALS: WALLBOARD SHALL BE 5/8 THICK IN ALL AREAS. WATERPROOF BEHIND PLUMBING PIXNR=S. 5/8' UL TYPE 'X' WHERE NOTED, AND SE SOFFIT BOARD AT ANT REQUIRED EXTERIOR SOFFIT LOCATION 2. APPLICATION: a. BOARD SHALL BE APPLIED USING THE DOUBLE NAILING METHOD. BACK BLOCK ALL EDGE JOINTS. PROVIDE CASING BEAD AT ALL EDGES WHERE EXPOSED OR N CONTACT WITH DOOR FRAMES AND FINISH FLUSH. b. APPLY ADDITIONAL COATS OF JOINT COMPOUND AS NECESSARY TO ESTABLISH A TRUE PLANE. ALL FINISHED WORK MUST 0E WITHOUT WAVES OR IRREGULARITIES AND READY FOR PAINTING. c. METAL EDGE AND CORNER BEADS AT ALL OUTSIDE CORNERS, ETC. FINISH FLUSH WITH SPACKLING. B. PAINING - EXTERIOR SCOPE: THE CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE PAINTING FINISHING AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE 'ARCHITECTURAL SPECIFICATIONS MANUAL' BT PAINTING AND DECORATING CONTRACTORS OF AMERICA COLORS: TWO COLORS PLUS AN ACCENT COLOR SUBMITTALS: SUBMIT SAMPLE BRUSH OUTS OF EACH COLOR (3 SETS) ON APPROXIMATELY 8 -15x11 SIZE FOR INITIAL APPROVAL. UPON THOSE APPROVALS, PREPARE SAMPLES OF SELECTED COLORS ON THE FINAL SURFACES: MINIMUM IQ WIDE x RILL HEIGHT OF EXTERIOR PANELS, MINIMUM 12,.12' ON OTHER- SUPWACES. QUALITY ASSURANCE: EMPLOY ONLY QUALIFIED PERSONNEL, JOURNEYMEN, WITH ANY APPRENTICES WORKING IANDER DIRECT SUPERVISION OF A JOURNEYMAN. MAINTAIN A FULL, COMPETENT CREW. EXCEPT AS OTHERWISE SCHEDULED, USE ONLY APPROVED PRODUCTS LISTED M REFERENCED MANUAL. DO NOT SUBSTITUTE WITHOUT Al l- 11TECT / COMER'S (!KITTEN APPROVAL ALL WORK TO BE 'PREMIUM GRADE' UNLESS OTHERWISE INDICATAED. GUARANTEE: GUARANTEE WORK IN THIS SECTION AGAINST ORDINARY WEAR AND USAGE FOR TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION OF THE WOW - WARRANT WORK TO BE N ACORDANCE WITH SPECFICATIONS, STANDARDS AND REQUIREMENTS INCORPORATED IN REFERENCED MANUAL EXAMINATION: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE UIORK NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITION. BEGINNING WORK CONSTITUTES YOUR ACCEPTANCE OF SURFACES AND CONDITIONS AS SATISFACTORY. DO MOISTURE TESTING (NOT TO EXCEED 89.1 AND PH TESTING (NOT TO EXCEED 10 ON PH METER). OTHER TRADES: METAL SHALL BE SHOP PRIMED WITH RUST INHIBITING PRIMER ON GALVANIZED STEEL. PRIME USING GALVANIZER SELF ETCH ACID PRIMER SURFACE PREPARATION: PREPARE SURFACES AS INDICATED AND AS CALLED FOR IN THE REFERENCED MANUAL AND AS PER MANUFACTURER I. MISCELLANEOUS STEEL AND IRON WT N PROPER CONDITION TO RECEIVE PAINT. REMOVE ALL GREASE, RUST, DIRT, ETC. MUD TOUCH -UP PRIMER WITH COMPATIBLE PRIMER FOR PINION COATS. IF UNPRIMED, REMOVE RUST MIND SCALE BY WIRE BRUSHING. CLEAN ALL SURFACES USING SOLVENT WASH. ACID ETCH AS RECOMMENDED BY MANUFACTURER RINSE WHEN DRY, APPLY PRIMER COAT - METAL FERROUS KIST INHIBITOR PRIMER HAVE ANY DEFECTS REPAIRED.AND THEN REPRISE. 2. GALVANIZED STEEL, F'UT N PROPER CONDITION TO RECEIVE PRIMER REMOVE SURFACE CONTAMINATION. CLEAN METAL WITH PHOSPHORIC ACID OR APPROVED SOLUTION PER MANUFACTURER'S RECOMMENDATIONS. APPLY DEGALVA IZER SELF ETCH ACID PRIMER PROTECTION: ADEQUATELY PROTECT ONER SURFACES FROM DAMAGE. REMOVE HARDWARE, ETC. AND PROVIDE DROP CLOTHS, ETC. AS NECESSARY. INTERIOR/EXTERIOR PAINTING 4 FINISHING SCHEDULE: (SEE ALSO FINISH SCHEDULE) FERROUS METAL (METAL DOORS, OVERHEAD DOORS, METAL TRIM, DOCK ANGLES, WALL PROTECTION ANGLES, RAILINGS, FLASHING., ETC, - PRIMER: FERROUS METAL RUST INHIBITOR PRIMER - FINISH: 2 COATS SILICON ALKYD ENAMEL (GLOSS FINISH) GALVANIZED METAL: - PRIMER DEGALVANI2ER SELF ETCH ACID PRIMER - FINISH: 2 COATS SILICON ALKYD ENAMEL (GLOSS FINISH) TILT -UP CONCRETE: - PRIMER I COAT MILLERS KRELL PRIMER / SEALER - FINISH: 1 COAT 100% ACRYLIC LATEX (MAX COVERAGE 250 SF. PER GALLON WITH FACTORY GROUND COLOR ON EASE COATI. (1 COATS ON DARK ACCENT BANDS OR COLORS, COVERAGE AS RECOMMENDED BY MANUFACTURER 10. SPECIALTIES: A. FIRE EXTINGUISHERS: PROVIDED BY GENERAL CONTRACTOR IN QUANTITIES AND LOCATIONS AS APPROVED BY THE FIRE MARSHALL. PROVIDE AS A MINIMUM ONE 2ADISC EXTINGUISHER PER 3000 SF OF BUILDING AREA MAXIMUM TRAVEL DISTANCE PROM ANY PONT IN THE BUILDINC- TO AN EXTINGUISHER SHALL NOT EXCEED 15'-0'. II. EQUIPMENT: (NONE REQUIRED) 12. FURNISHINGS: (NONE REQUIRED) 13. SPECIAL CONSTRUCTION: (NOEL REQUIRED) 14. CONVEYING SYSTEMS: A. ELEVATOR 25004 DOVER OTE OR EQUAL APPROVED BY OWNER/ARCHITECT. 15. MECHANICAL: (WORK TO BE BY SEPARATE PERMIT) 16_ ELECTRICAL: (WORK TO BE BY SEPARATE PERMIT) REVISIONS NO CHANGES SHALL BE MATE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. 461E iEMO. WdL MOINE A NEW Pun SUBMITTAL AND NAY INCLUDE AMMONIA PLAN REVIEW FEES. WASHINGTON STATE NRREC INFORMATION INSULATION: PER SECTION 620, THIS BUILDING SHELL ..LL BE A FULLY HEATED SPACE COMPLYING WITH REQUIREMENTS OF TABLE 13.1 WSNREC FOR GAS HEATING AS FOLLOWS: ROOF ASSEMBLY: R -21 (RIGID FOAM • BUR) OPAQUE WALLS: R -6 BAIT TYPE WITH VAPOR BARRIER OPAQUE DOORS: U• 060 SLAB ON GRADE: R -10 RIGID FOAM GLAZING: VERTICAL MAX U• 060 OVERHEAD MAX U• 130 MAX SHGC• 065 LIGHTING POWER BUDGET INFORMATION • INTERIOR OFFICE: 40,000 SF. ALLOWANCE 126 X 40000 • 480006 TYPE OF FIXTURE: 1421, 1146 3 -TUBE FLOURESCENT FIXPJRES (47,994.) EXTERIOR BUILDING: ALLOWANCE: 15w/LF X 680 • 5,100. PARKING LOT LIGHTING: ALLOWANCE: 2w /5F X SUIT • 10244. • THIS WORK WILL BE PERFORMED 67 SEPARATE PERMIT WITH CALCULATIONS PRESENTED AT TIME OF PERMIT APPLICATION SUBSTANTIATING COMPLIANCE WITH THE REQUIRED ALLOWANCES. PROJECT CONTACTS OUJNER / DEVELOPER JOHN C. RADOVICH DEVELOPMENT COMPANY 2000 124T1-1 AVENUE, SUITE 5103 BELLEVUE, WA 58005 PHONE: (425) 454 -6060 FAX (425) 453 -9140 CONTACT: REBECCA DAVIDSON / CHRIS SCALZO GENERAL CONTRACTOR FOUSHEE 4 ASSOCIATES 3260 118T4-1 AVENUE SE, SUITE 1000 BELLEVUE, WA 58005 PHONE: (425) 146 -1000 146 -3131 CONTACT: ERIC JONES LICENSE NO FOUSHACI580D ARCHITECT FERRARI DESIGN GROUP 12211 134TH COURT NE., SUITE 203 REDMOND, WASHINGTON 58052 PHONE: (425) 821 -3383 FAX (425) 821 -3213 CONTACT: FRANK HEFFERNAN, AIA STRUCTURAL ENGINEER KIACO CONSULTING ENGINEEERS 830 119TH PLACE NE BELLEvUE, WASHINGTON 58005 PHONE: (425) 644 -6400 PHONE: (425) 644 -0463 CONTACT: ALI KIA: CIVIL ENGINEER URBAN DESIGN INC. 133 1T4 AVE SUITE 212 KIRKLAND, WA 98033 PHONE: (425) 822 -4886 FAX: (425) 822 -1810 CONTACT: KATHY EMERY GEOTECHNICAL ENGINEER EARTH CONSULTANTS, INC. 07 ,U'PRGVEW 1805 136TH PLACE NE, SUITE 201 BELLEVUE, WA MAY 2 9 195` PHONE: (425) 643 -3180 q hGIk.G. FAX (425) 146 -0560 sO�A S .:-_°..°110 CONTACT: KYLE CAMPBELL LANDSCAPE CO URBAN DESIGN INC. 133 TTH AVE SUITE 212 KIRKLAND, WA 55033 PHONE: (425) 822 -4886 FAX: (425) 822 -1810 CONTACT: DONNA EMERY O ESGAS PING CITY OF TUKWILA BUILDING DIVISION su bject to errors and aldesSons and - cf 1 I REQUIRED I v..: Siam dors not MOW Gs date. of any I I 9&®Ltl cab at assmas m Penn, Na O ■i BUiLDING Div..:..; _ 1 ❑ MECHANICAL 0 ELECTRICAL 1100 FORT DENT WAY, TUKWILA, WASHINGTON + PER UBC 502: APPROVED NUMBERS SHALL SE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISABLE FROM THE STREET OR ROAD 1 FRONTING THE PROPERTY. LEGAL DESCRIPTION LOT 2 OF SHORT PLAT NO. 15 -1 -55 ACCORDING TO THE SNORT FLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 1908210310. SUBJECT TO DISCLOSURES IN FIRST AMERICAN TITLE INSURANCE COMPANY'S PLAT CERTIFICATE ORDER "315491 -5 SITE AREA: SITE ZONING: ALLOWABLE AREA BUILDING AREA: CONSTRUCTION TYPE OCCUPANCY GROUPS: ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT IMPERVIOUS SURFACE: PARKING PROVIDED: 2 ACCESSIBLE STALLS 78 STANDARD STALLS 62 COMPACT STALLS LANDSCAPE REQUIREMENTS: cs 1 SD - 9D -2 A -I A -2 A -3 A -4 A -5 A -6 A -7 A -8 A -9 A -II - A 1 A - 13 A -14 5 -I S -2 9 -3 S -4 9 -5 9 -6 9 -1 9 -8 SHEET INDEX BUILDING DATA TAX PARCEL NO.: 295450 -0440 99,160 SF (129 AC) FIRST FLOOR- 20,000 5F, SECOND FLOOR- 20,000 SF. TOTAL BUILDING AREA• 40,000 SF. RCMU REGIONAL COMMERICAL MIXED USE 12,000 BASIC • 8,400 ( SEPARATION 3 SIDES) X 2 (SPRINKLERING) • 40,800 SF III -N (SFRIN@CI..DJ 5-OFFICE 35' -0' OR THREE STORIES 35-0 (PROPOSED) (TO TOP OF ME. SCREEN) 11,219 5F. 113% (PROPOSED) PERVIOUS SURFACE: 28,4 SF. 251% (PROPOSED) PARKING REQUIRED: 400 (25 /1000 .F) 142 STALLS (354000 SF) • 9'x20' lw/ 8'x20' AISLE) • 9'x20' • 8,16' (44%) RCMU ZONE FRONT LANDSCAPING- I5' MINIMUM SIDE LANDSCAPING- 5' MNIMUMF /STALL REAR LANDSCAPING- S MINIMUM INTERIOR PARKING AREA LANDSCAPING: REQUIRED AREA- 1,128 SF PROVIDED AREA 1 9F COVER SHEET SITE PLAN SITE DETAILS FIRST FLOOR PLAN SECOND FLOOR PLAN REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS' STAIR PLANS AND DETAILS LOBBY AND ELEVATOR PLANS AND DETAILS _ . _ LS ARCHIT CNRAL AND ELE ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS INTERIOR FINISH AND DOOR AND RECITE SCHEDULE FOUNDATION PLAN REC�IVE SECOND FLOOR FRAMING PLAN co of to o wlu ROOF FRAMING PLAN U t PANEL ELEVATIONS APR PANEL ELEVATIONS AND DETAILS ROOF DETAILS PERNIC CENTER STRUCTURAL DETAILS FOUNDATION DETAILS AND GENERAL NOTES 'SHEET NO. 1 I JOB NO. 96135.00 OF SITE PLAN 5cale, TRASH ENCLOSURE AREA SEE DETAIL 9/SD-2 FORT DENT TWO 4 STALLS. ` TYP. \-- PROPOSED POLE MOUNTED PARKING LOT LIGHT,..,. 8 STALLS FORT DENT THREE PROPOSED BUILD INS FN. FLR.= 28.50' STALLS.8 e' U OF 20 DEDICATION REC. No. 1908230299 PROvIDE,2- VAN 7 ACCESSIBLE F'ARKING STALLS e_ 41 THIS LOCATIds1 3.5' =2 EXTRUDED CURB TY IS' 5, STALLS EXIST. CURB 9 STALLS COMPLETED UNDER PREVIOUS PERMITS 1)11---0 f Sr't I PROVIDE 3 ACCESSIBLE \ PARKING STALL 9 IN THIS LOCATION VARIES MIN 9 I0 STALLS \ TYPICAL GROUND MOUNTED UF'LIGHTING EXI CUR EXISTING CURB ; I 10 STALLS TEXTURED CONCRETE CROSS WALK ASPHALT TRAIL TYPICAL BLDG MOUNTED DOWN ' s LIGHTING ASPHALT RIVER TRAIL CONNECTION —/ \. \ ‘.9. \ r-i PICNIC T4SLE /WOODEN FOOT / BRIDE OVER / E310-SUi4LE REF, CIVIL PLANS ASPHALT RIVER TRAIL CONNECTION TYPICAL BENCH PROPERTY LINE 5 \ 5 OF 25 DEDICATION REC. No, 190E3230299 MA' 2 2 12, c—'72W4. AF 11 : PERMIT CENTER I SHEET NO. 1 OF 2 JOB NO 96135.00 S• ,, AI „,...--- DISABLED Wt7 STATE SIGNAGE REQUIREMENTS PER - -- 1 i t tD PARKING REQUD 301219 B.OSEIV unwnNiu DISABLED 91'MBOL PAINTED PER WASHINGTON STATE LAW ' / DING / / . 1 ASPHALT RA FLUSH WITH CURB A' THIS POINT N OTES: WITH WASHINGTON ALL DISABLED PING AND SIGNAGE TO COMPLY ACCESSIBILITY STANDARDS 7. DISABLED SIGN TO BE MOUNTED TO SIDE FOR INTERNATIONAL AL� ' = H Q _ � HANDICAP , 10' SYMBOL ILE ACE VAN /� p ACCESSIBLE f - 1 CUT DETAIL ®HANDICAP STALL SIGNAGE ® TYP. vAN ACCESS LOCATIONS S'- O' STD. TYP. AND nAY BE CENTERED 9' -0' TYP. 9' -0' s VAN FOR STANDARD DISABLED r -.6E55 LOCATI 5 SPACES. DISABLED PARKING STALL C Scale: 3/4 =I -0 \CURB No Scale k o • b' MIN. O \ / 1 ,J I \ 1Y x Q 9 �` �i O n r ` T \ `EWE OF CURB ...,s- PAINT STRIPE TYP. T Ll . 0 9 •ErGEoFcU ° 4' PAINT STRIPE TYP. aj .. .. ,•. -� -� a R 5 " '' •• • • 72 "0 IFT EtJGTH II —III 111 -11 I I I - 111 - 11 1- 111 — ill – I 1 1 1 11 II I I \ ASPHALT SOL / EXTRUDED CURB DETAIL J r 9' -0' .. . .. •.. OPTIONAL CONFIGURAI - TP. COMPACT PAKING STALL TRASH ENCLOSUE PLAN STANARD PARKING STALL ®TTF. Scale: I/4 =1 " Scale: I/4',I' -0' Scale: 3'=1' -0' ' 31 830103 N1/1.10V 0 1130 1� 6 M : -3 rrc r F k . PERMIT CENTER FRANCIS SIAiE OF - 0.5HINGION OF 2 !SHEET NO. JOB NO. 96135.00 000 SPRINKLER RISER RM. 2' -6 °T � " - 6 5' -0° 5-0' 25-0^ i. 25-0' IIIMQ 2-6 '1 I / 5. ;. _O. 5,10. 5 , -O . 5 ._ 0 .. 5 • -0 ^ s ' - s '" s '- 0 1 1 2' -6'- , 1 „ 2' -6" 25' -O" 1572" ELECTRICAL SEAR 6° CONCRETE ONE HOUR WALL SHEAR WALL FROM 8'-6" AF.F. FROM I -O" BELOW TO UNDERSIDE OF 1ST FLOOR TO SECOND FLOOR ROOF ��.... 5-0" 5 O' 5• -0 J 10.0" 5° -0 ' 5'-0 » 5 5 240• -0 ^. SHADED AREA DENOTES ONE HOUR CORRIDOR CONSTRICTION ONE HOUR LID IN ELEV. MECH. RM. PER DETAIL 6/AI2 ONE HOVR HALL FROM FIRST FLOOR TO ROOF 5-0 5'-0" 5' -0" 15'-0" O' 5' - 5' -O" 5' - 7-6 7 < A > AV2 LEGEND S;,,TAx5 6RIOLINE 9UILDIN6 STRUC -URAL COUMN CONCRETE °ONE_ FRAMED v.ALlS °ER DEEM:, REFERENCED 0004 OES GNAT.ON OETAI_ OES'6NATION ONE AO;R rtAL- GONSTRtICT pcii -D°1 1ST FLR. ENLARG. RESTROOM PLAIjI'� SCALE: 1/4" • I' -0' FIRST FLOOR CORRIDOR PLAN SCALE, 1/8" • 1' -0' SCALE, I /4" • 1-0 ENLARGED LOBBY STAIR •PER VEIL CHAF1,2 7, TABLE 7-B ITEM 16.1.1 WALLS AND GEILIN6 OF THE ONE HOUR ENCLOSURE SHALL COMPLY WITH THE FOLLOWING, 0.018 INCH (NO. 25 CARBON SHEET STEEL SASE) CHANNEL- SHAPED STUDS 0 24" ON CENTER WITH ONE FULL LENGTH LAYER OF 5/8" TYPE "X" SYPSUM WALLBOARD APPLIED VERTICALLY ATTACHED WITH I" LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" ON CENTER AROUND THE PERIMETER AND 12" ON CENTER ON CENTER ON THE INTERMEDIATE STUD. THE WALLBOARD MAY BE APPLIED HORIZONTALLY WHEN ATTACHED TO 3 I/2" STUDS A. TEH HORIZONTAL JOINTS ARE STASSERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZONTAL APPLICATION SHALL BE 8" ON CENTER AT VERTICAL EDSE5 AND 12 ON CENTER AT INTERMEDIATE. STUDS. f / TENT L16HT FIXTURE H1/5/8" 6W5 TYPE "x' TO MAINTAIN INTEGRITY OF ONE HOUR CORRIDOR 5/e" TYPE ;SEE NOTE, \� -- 5/8" TYPE "x" 6W5 GEILIN6'F' SSED GAN LIGHT FIxTJRE 5/8" TYPE "x" 6W3 (SEE NOTE, 5/8" TYPE "x" G. (SEE NOTE, GMJ WALLS 6 SIM DTL. REVISION Ciry OF -I�w / ATTACH BOTTOM TRACK W/ I I/4 "6 RAWL DRIVE FASTENER 6 24 "O.G. INTO FLOOR SLAB / / GONG. FLOOR SLAB V� L 3 ONE HOUR CORRIDOR - . A ER FERRARI DESIGN GROUP AROMIEOTS, PS 12217 938TH COURT N.E. SUITE 203 REOMONO, WASHINGTON a 2Na27.93831OPF!CE) 428.S2122/31FA9i ARMIES, OWNER: PROJECT: FORT DENT III Tukwila, Washington SHEET INFORMATION: FIRST FLOOR CORRIDOR PLAN JOHN C. RADOVICH 2000124th Aramue N.E. Suite #8 -103 Bellevue, Washing.. sww REVISIONS: GORRS)ORREVISIONs 5 FEBRUARY 12,1889 RESTRCOM REVRSIONS FEBRUARY 22, wee Om. ay: FH Drawn of N.YAMAMOTO Deco: JANUARY 22, 1999 Ehee No Al Dl —o d 8619509 -.STAIR mum 1111111111, 11111111111 1101111111 ' 111 11111111111111. 111111111161111! 5 1 I I 2 5 -0 2E-0" b• CONCRETE SHEAR NAL_ FROM I BELOW ST FLOOR TO ROOF 5 SECOND FLOOR CORRIDOR PLAN == 0 /11■ am elt 2ND FLR. ENLARG. RESTROOM t (; 240•-0 20 20 • 7 • • 7 • • - • LEGEND' BUILDING 6RIDLINE BUILDING STRUCTURAL COLAIMN CONCRETE WALL PANEL FRAMED WALLS PER DETAILS REFERENCED DOOR DESIGNATION DETAIL DESIGNATION POSSIELE FUTURE WALL LOCATION ONE HO R ALL CONSTRUCTION . ONE HOUR MALI- ., FROM FIRST FLOOR TO ROOF •PER MG CHAPTER 7, TAHLE . 1-6 ITEM 1611 HALLS AND CEILING OF THE ONE HOUR ENCLOSURE SHALL. LOMA, WITH THE FOLLOWING. 0.018 I1 .O OmataciN sNae7 51.4. GAG) CHANNEL.HAPED STUDS 0 24 ONCENT.H.FHTH ONE FULL-LENOTArt.;AYER QP 5/6 7fFE A1 4.ARP V$721 WITH I" LONG r TO EACH STUD,:',GCRP.Age!*2. ON:catcreR AtRoUNtr7Walg010 .*‘ W." O. CaNTak THC Niamlemis.ratus7,--7Nal4ALLecA may.s444/NaakogjaawrAIA.Y WHEN A1T ACME TO $' ::Vrvi:5 • A mostzo Op .,....12list'M STAOSERE0 WITNTHOSE ON SIDE. CREVO-PPik THE 1.10:12ONTAL APPLICATION SHALL ON CENTER AT vrmlay.. wars 12° cm CENTER AT INTERMEDIATE 511)DS. 2E-0° NSTAIR 5'-0° 5 2E-0° TENT LIEHT FIXTURE W/5/5/ C4.5 TYPE "X" TO MAINTAIN INTEGRITY OF 01. HOtR CORRIDOR 5/6" TYPE "x" 6.15 (SEE NOTE.) 5/, TYPE - X' SWEI CEILING IN/RECESSED/ CAN LiGHT FixTURE 5/6° Tr. 8WE (SEE NOTE.) (SEE NOTE.) Cr4.1 WALLS SIM rO, ATTACH BOTTOM TRACK HU I I/4 RAI. DRIVE ,sranteR 24°04 INTO FLOOR SLAB CONC. FLOOR SLAS ONE HOUR. CORRIDOR CONSTR. 15.0. - o f A 9 , 1 FERRARI DESIGN GROUP 1 126/134 WTI= 10003/19,0,2002TON 0E2E12= xfAce) 425021.3 TX) ARCHITECT: 41■.`", VSM 71, PROJECT: FORT DENT III Tukvrila, Washington &MET DF0101411010 SECOND FLOOR CORRIDOR PLAN OWNER: JOHN C. RADOV1CH 2000 12401 Avenue ME 8131%N-903 Bellevue, Washington 98005 CAI.9. C9 TAW MOM. ME INC PROMO 09 MOM ca. 011090. PS. 9ECO9 pa ARE NOT TO BO USW OR 41317044199,0 117 MEAT VAT9 , I . 79:06 000, OS 'ET. DIY OFTUHWIA FEB 1 2 1999 Wend 5./ PERMIT CENTER Dnawn Ely: .1.91,01 IWO A2 ROOM NAME BU'LD.NS SRC, NE SUILDN,5 ST,C7JRAL C.OLOMN CONCRETE ,AALL PANE_ PER DETA,_S RE ,00R DESSNAT;ON DEBSNATION 400 NUMBER (RE R00 F'NSH SCHEDULE; 4 -0 -0° CEILING GRID NSTALLED B,LDINS SHE.LL CONSTRIKTON 2 -0 XA -0 (3, ,E3E FLLORESCENT TROFFER ,SH FX,RE NSTALLED ,NITN SHELL BUILDINS \ 25 -0 LEGEND 5 BOARD CEILINS NO CEILINS N THIS AREA (OPEN TO ST ABOVE) VALENCE LISHT FXTURE L METAL so ON BOILDINS EXTERIOR 6 RECESS CAN LIS, F xIVRE 8' RECESS CAN LIE* FIXTURE PENDANT , XTURE TO BE SPEC,FIED (2) AB COVEL'OHT F■XTURES ONE .OLIR CORROOR 2O-0" FIRST FLOOR REFLECTED CEILING PLAN SO E■ I/8" • 1 25 -0" < 2 4- FINISH 54 1 CLEAR DiME,SION OR 25 CLEAR DIMENSION ROOF ASSEMBL ATOP METAL DECKING 5/, TYPE 6.5 EACH SIDE OF 3 1/2,20 SA ' STIPOS 16• 0 C : 5 1/2" SOUND ATTENUATINS BA, TYPE INSULATION /- 5 f /2" SOUND A,ENUATiNG BA, 7,, INSULATION HR. ENCLOSURE HORZ. SHAFT I 1/2 • I -0 5/8" TMPE "X" SINS EACH SIDE OF 5 1/2,20 SA METAL SNDS • lb 0, (2ND PLR) i FERRARI DESIGN GROUP ARCHITECT. Ps 1 12277 124TH COURT NE SUITE 206 REWORD, WASHINGWA NO52•2459 4 :21 82 .!,:37.7) RRCMITECP 1,10.1 FORT DENT III Tukwita, Washington OWNER: PEET INFORM FIRST FLOOR REFLECTED CEILING PLAN JOHN C. RADOVICH 2000 124th Avenue N.E. Suite #8-103 Bellevue, Washington 98005 TENANT; REVIS.N. CORRIDOR REVISION FEBRUARY 12, 1999 RESTROOM REVISIONS FEBRUARY 22, 1998 0 Room NANE 'Y < 4 ) ", \ / 1 :<> 2 % --, 2a-s, . 2.5,o ■ - = _ _ _ _ = BUILDINS ORIDLINE SUILD,NS STRUCTURAi_ COLUMN CONCRETE 'NALL PANEL FRAMED NAL-S PER DETAILS REFERENCED DOOR DESIBNATION DETAiL DESIONATioN ROC, .245ER /REFER. Room SH SCHEDULE) 4 CEILINS BRIG INSTAU_ED NITH BUILDING S-ELL CONSTRKTON (5) TLEE FLUORESCENT TROFFER FixTuRE INSTALLED WITH S4E, BUIL/DINS LEGEND E,PP,UM BOARD CEILINS TrT NO CEILING IN MIS AREA (OPEN TO STRJ,TURE ABOVE) 7:71 VALENCE LIEMT FIX,RE ,neAR. METAL SOFFIT ON BUILDINS EXTERIOR ▪ RECESS CAN LIE4-iT FIXTURE (TrP) ▪ RECESS CAN LIE. FIXTURE 0 WANT PIXIIRE To BE sps,Fiso 1== (2) 4, COVELIEHT FIXTURES IMMO ONE HOUR FALL CO.TRUCTION SECOND FLOOR REFLECTED CEILING PLAN SCAL I/ As, <7 < 2 9 A F[D 7 ARCHITECT' ii FERRARI D ESIGN GROUP ARCHITECTS, PA 12277 134TH COURT HA. SUM 2E3 REOMORCWASHINOTON 03032.44.13 4 42 25 .1.11:=1") PROJECT: FORT DENT III Tukwila, Washington SHEET DIFORPATIOTA SECOND FLOOR REFLECTED CEILING PLAN JOHN C. RADOVICH 2000 124th Avenue N.E. Suite #8-103 Moue, Washington Immo Treu(S ROSE DROOTIOS TR; NKOMO' OOOTTITI GROW. 1T IRE NOT TO ig ITSOO ITEGOODUCED io MAO. fax4r1, wamoi mr4543a) mu B4 RECEIVED CRY OP TUITWAA FEB 2 1999 PERMIT MM. Orr/ATHA KYAMAMOTO 4 Sheet. . ;•• t2Gt1o 0 $ 4 8' 6' ENTRY CANOPY EAST ELEVO Scale: I/8 • 1 -0 U' (91 ▪ 0 21 WEST BUILDING ELEVATION SOUTH 1=5UILDING ELEVATION NORTH BUILDING ELEVATION 98.44: Ve' • I' -0' ENTRY CANOPY WEST ELEV TA. MECHANICAL SCREEN A 38' -0' Y TO. WALL 28' -0' �I l 7 } KEYNOTES O I. LINE OF FOUNDATION BELOW GRADE 2. CONCRETE WALL PANEL 5. REVEAL IN CONCRETE PANEL 4. METAL CAP PLASHING 5. DRYVIT FINISH ON FRAMED WALL AT MECHANICAL SCREEN 4 G 5 SY STANDING SEAM META ROOF S. CONC. TILT PANEL AT ENTRY CANOPY Q. ALUMINUM STOREFRONT WINDOW 10. PER UBC 502; APPROVED NUMBERS OR ADDRESS SHALL BE PROVIDED IN SUCH A POSTION AS TO BE PLAINLY VISABLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. II. CONTINUOUS GUTTER TO MATCH STANDING SEAM METAL ROOF i 14 13 l EAST BUILDING ELEVATION 0 BUILDING GRIDLINE KEY NOTES DESIGNATION Bale: I/8' : 1' 0' Scale: I /8 I' -0 kale: 1/8' • I' -0' 0 O ' 280' TA. MECHANICAL 97E A 35' 0' ` f TA. WALL 28' 0' 2A81 13' FLR 8' bIRR± 00' U PANEL TYPE (SEE STRUCTURAL) (6) DESIGNATES SPANDREL GLAZING (SEE STRUCTURAL) ��� aECEiv kwiv MAY 7 q i:;3 SHEET OF 14 I JOB NO. 96135.00 U A 4 v w r,_ INIMFAIV NaVa tIMa� Ada ���������������' AV4_1PAVAMMIAVAV .... _ ; ... � i VAVAVA 0 1 T.O. PARAPET O L_J Li Li 0 0 11 1 L LE KETNOTE9 DESK.NATION GILD. GRIDLINE 0 EL. + O' -O SUILDING SECTION EVAI. WAVAVAYAVVVA �A�11/ VAVA • %MIALI I MOYAWMAVAVA �� A� AYAm r I a Li ro 0 BUILDING SECTION 9. V►.......... KEYNOTES Sub: la • 0 bra b: Imo . P -0' TO. MEGH CREE SECOND FLOOR FIRST FLOG T.O. MECH. SCREEI1 TO.PARAPET SECOND FLOOR FIRST FLOOR„,_ CONCRETE FLOOR SLAB ON GRADE PER SNCNRAL DRAWING 2. SUSPENDED ACOUSTICAL TILE CEILING S. CONCRETE SLAB ON CELLULAR DECK 4. BUILT UP ROOF ON R -I9 INSULATION ON METAL DECK 5. STEEL FLOOR STRUCTURE (REF S -DW65) b. STEEL ROOF STRUCNRE (REF 5 -DWGS) ROOF MOUNTED SKYLIGHT H. GUARDRAIL ®42" A.F.F. WINDOWS BEYOND MAY 2 9 1911 z 0 1 /r�R — V =z F ga Zco Sao WQ CrQ o W° 0- ' o 2 r � a I N \ i \ \\ / \ \ N \� , REVEAL IN CONCRETE SUSPENDED ACOUSTICAL TILE GEIL ING AT SECOND =LOOR m FLOOR 0 Or I M WINDOW HEAD 2ND _._ 504 �L 6 �� R -13 FBERGLASS BA'T / INSULATION AND vAPO f T T.O. FIN SECOND FLOOR j` BARRIER i— CONCRETE SLAB ATOF \ CELLULAR STEEL DEC, } PER STRUCTURAL i EL. 4192' I -- M LE CEILING- AT FIRS? FLOOR \ STEEL F OOR JOISTS PER STRUCTURAL CURTAIN WALL SYSTEM NSULAMf'1 ev9', BARRIER T ,l 0-,E T.O. FIN. FLOOR 1 0. P. 4. ` ® I EL. 2850' t ,7 �CONGRETEOTING (REFER ?O TrdJGTURAL 4, TO. WALL 5650' �.' REVEALS IN CONCRETE BEYOND REVEAL IN CONCRETE SUSPENDED A TILE GEIL ING AT SE FLOOR WINDOW HEAD m 2ND FLOOR T.O. FIN. SECOND FLOOR EL 6192' SJSnNDED ACOUSTICAL TILE CEILING- AT FIRST FLOOR 2X TOP PLATE P.T. NAILER / / 3 X 25 GA METAL FURING WITH e' GWB FINISH ALUMINUM STOREFRONT WINDOW 9TSTEM WITH INSULATED GLAZING el TO. N L EL 28 FI 30 FOOR ' R-B FIBERGLASS BAIT INSULATION AND VA CONCRETE TILT PANEL ///���'''C SB ATOP / C ELLULAR STEELAL DECK 1j / PER STRUCTURAL 2-9 STEEL FLOOR JO PER STRUCTURAL 3' X 25 GA METAL FUR, WITH s ee' GWB FINISH ALUMINUM( STOREFRONT WINDOW SYSTEM WITH INSULTED GLAZING CONCRETE WALL PANEL (REFER TO STRUCTURAL, R -13 FIBERGLASS MF.I-ULATICN AND APOR BARRIER \ BUILT UP ROOFING ATOP R -I9 RIGID INSULA'ION STEEL ROOF DECK RER STRUCTURAL STEEL ROOF JOISTS PER STRUCTURAL CONCRETE FLOOR SLAB ON VAPOR BARRIER AND CAPILLARY BREAK PER SOILS REPORT (REFER TO STRUCTURAL) R -10 RIGID FOAM - SLAC INSULATION 1 OuALL SECTION AT CONC TE PANEL} INDOWS SCALE: I/2' I' _n3q6L, 1-k. y y N TO. WALL 5650' a' REVEAL IN CONCRETE SUSPENDED ACOUSTICAL TILE GEIL ING AT SEGCN!` FLOOR WINDOW NEAR m 2ND FLOOR EL 50 REVEALS IN , I CONCRETE Y T O F iJ. SECOND FLOOR EL 4 92' SUSPENDED ACOUSTICAL TILE CEILING AT FIRST FLOOR 44 REVEALS IN CONCRETE H - -v w I "N `:. 'om;; 2' 2X TOP PLATE P.T. NAILER 3':2• k 25 GA METAL WRING WITH see' GM FINISH ALUMINUM STOREFRONT WINDOW S75TEM WITH INSULATE, GLAZING R -13 FIBERGLASS BAIT INSULATION AND VAPOR BARRIER CONCRETE TILT -PANEL CONCRETE SLAB ATOP CELLULAR STEEL DECK PER STRUCTURAL STEEL FLOOR JOISTS PER STRUUCTURAL 3' X 25 GA METAL WRING WITH e' G. FINISH ALUMINUM STOREFRONT WINDOW SYSTEM WITH INSULATED GLAZING CONCRETE WALL PANEL REFER TO STRJCNRAL) R-13 FIBERGLASS BAIT INSULATION AND VAPOR BARRIER GONCRE7E /REFER i0 ; DOTING 'TRJGNRAL) ®UJALL SECTION AT CONCRL E PANEL \ BUIL P ROOFING ATOP R- RIGID INSULATION STEEL ROOF DECK PER STRUCTURAL STEEL ROOF JOISTS PER STRUCTURAL CONCRETE FLOOR SLAB ON VAPOR BARRIER AND CAPILLARY BREAK PER SOILS REPORT (REFER TO STRUCTURAL) R-10 RIGID FOAM SLAB INSULATION TO WA• _ 5650 - X TOP I LER PLATE / / BUILT UP ROOFING GTO R- RIGID INSULATION S EEL ` ROOF DECK PER STRUCTURAL \'— STE'cL ROOF JOISTS °ER STRUCTURG_ CONCRETE FLOOR SLAB ON VAPOR BARRIER AND CAPILLARY BREAK PER SOILS REPOR (REFER TO S TRUCTURAL) R-10 RIGID FOAM SLAB INSULATION J I °CURTAIN WALL SECTION SCALE: I/2' _ I' - I SHEET NO. 1 A OF 14 I JOB N0. L 96135.00 FORT DEN1 AREA OF EVACUATION r ASSISTANCE Y � igiiii=1 Q "i MIN � r 11 Li L_ '_1 �®,uIU ST A�IR� a 2 „1'1I!!u'l MI /MP. 1 WIN/IM WIAMII IOW 10' -S° 10'-1° II TREADS ® 11" I I' -I" 10' -S' !LOOD RAILING I I/2' DIAMETER PIPE RAIL MOUNTED ON WALL CONCRETE FILLED STEEL PAN TREADS 12' L STRINGER 20' -0' ENLARGED STAIR # 1 PLAN Scab: I/4 • 1 -0' ENLARGED STAIR # 2 FLAN 5.1•N 1/4I • 1' -0' V � � I l ENLARGED STAIR ° 3 FLAN Scala I/4 • 1 -0 BEYON RESI D OM WALL 2ND FLR- STAIR *2 Stake IR • I -0' 7 MIN CONCRETE FILLED STEEL PAN LANDING 1�` LETOR WALL CONCRETE FILLED BEYVAOND STEEL PAN TREADS l2' MIN. CONCRETE/ - - 25" I2 TREADS II' STAIR SGT I O I I /4'X1 1 /4'x1 /S' STEEL ANGLE SUPPORTS 10' MIN. CHANNEL STRI "' �R GLIPC WELDED TO STRINGER - -CLIP, AT EAGA STRINGER STAIR SECTION NOTE: PER USG 11042.1 WHEN A PORTION OF A STAIRWAY LANDING WITHIN AN EXIT ENCLOSURE 15 USED AS AN AREA OF RESCUE ASSISTANCE, IT SHALL BE VENTILATED TO THE EXTERIOR AND BE SEPARATED FROM THE INTERIOR OF THE BALDING BM NOT LESS THAN ONE HOUR FIRE RESISTIVE DOOR ASSEMBLIES. AREA OF EVACUATION ASSISTANCE SECOND FLOOR ENLARGED STAIR 0 3 FLAN Scale: IR • 1 -0 NBE STEEL HEADER CONCTE FILLED STEEL PAN TREADS /2' MIN. CONCRETE/ Scales: 1/2 • 1 -0 • NAY ? v 1^ k 0 NOTE:AREA OF EVACUATION ASSISTANCE SHALL BE IDENTIFIED BY A SION. THE S16N SHALL COMPLY WITH SECTION 10153 AND 1019.4. TELEPHONE OR TWO -WAY COMMUNICATION SYSTEM SHALL BE PROVIDED BETWEEN EACH AREA FOR EVACUATION ASSISTANCE PkD THE PRIMA ENTRANCE. IT SHALL BE LOCATED WITHI n CE1�« THE REACH RANGES SPECIFIED IN WITH. E of T ��Niv SECTION 11062.4. r ;.ERM,T ,,ENTER I 6 SHEET JOB NO 961:35.00 20," b io95 ENLAFRCxED ELE\/ATOR PLAN 9t51e: 114 • I -V raver Ammon f . y O ELEVATOR ELEVATOR SHAFT WALL: I" SHAFT WALL LINER IN 2 1/2 METAL 5,D5 W/ (2) 5/5" TYPE "X" GWB NOTE: SHAFT WALL PER USG GYPSUM HANDBOOK (FRONT WALL ONLY) 111 VERIFY LADDER LOGAT ON DIMENSIONS FOR CLEARANCE TO ELEVATOR GAB AND SWITCHES. MIN. 3 SF. OF FREE FLOWING AREA AS REQUIRED BY ELEVATOR MANUFACTJRE AND AND PER UDC 300 RIDS., INSULATION OVER METAL DECK PER STRUCTURAL 5/, TYPE -`. —SEE STRUCTURAL FOR REINFORCING OF ELEVATOR PIT WALLS AND SLABS DRAIN A5 REQUIRED. MECH. COORDINATE W/ELEVATOR MANUFACTURE PRIME CONTRACTOR TO PROVIDE SUMP AND SUMP PUMP. ELE /ATOFR SECTION S W le: ✓1 • I -0 0 TO. OF ROOF VARIES (VERIFY W/ROOF PLAN) SECOND CEILING EL. 21.1 SECOND FLOOR /y EL 13'-5" . 1 l FIRST FLOOR CEILING EL. 8' -6" FIRST FLOOR 0 EL. O' -O' A I SHEET I IA I I i OF 14 I JOB NO. 96135.00 -i 17ct1 O? ROOF DRAM AND OVERFLOW LOCATION (4' DIA LINE) I /4' PER I' -0' SLOPE ROOF DRAM AND OVERFLOW LOCATION (4' DIA LINE/ 26' -IFr�' TTP. T/FRAM. ALONG GRIDLINE 'D" ROOF DRAIN OVERFLOW L� (4' DIA LE4E) V4' PER I' -0' SLOPE CONGEAL DOJ.NEROJT IN CLRTAIN WALL 26' -2' TNIALL 26' -0' TTP. 21'- 015' ft. TRIEAt1IN'.s ALONG GRIDLME T 28' -0'ttP. ROOF DRAM AND OVERFLOW LOCATI (4' DIA L./ 26' -2' TYP. TFRAPI lG ALONG GRIDLINE 'D" 26' -5'rr' /4' PER I' -0' SLOPE ROOF DRAIN AND OVERFLOW LOCATION (4' DIA LINE) 7 y 1998 G� oE�NKWIW °EA' G EN�E A STATE OF - ASHINGTON SHEET 1 4 -10 1 OF 14 I I JOB NO %135.00 1 0 FIRST FLOOR RESTROOM FLAN 20 ,_ 0 , 0 Scale: 1/4" = I' -O' SEGOND FLOOR RESTROOM FLAN Scale: I /4" = I -O" O O D11-0g5 0 RESTROOM ELEVATION RESTROOM ELEVATION Scale 1/2' = I' -O' Scale: I /2" = cm o r 9 SHEET 0 z 0 CZ F- llu ® . z w 43 ° Z w REGISTERED ARCHITECT 0 W H W Y J n QJ w ,-- a ti R H i I OF i4 JOB N0. 96155.00 /`.. PC GONG. WALL PANEL /� J / BACKER ROD • SEALANT / 2 "x4 3/4" I6 GAUGE HOLLOW METAL DOOR - FILL XU GROUT �, Vii_ / - _ - - -_ ALUM. STOREFRONT SEA ANT P. LAMINAE FINISH SILL e ED ON PLYWD° 3 /4 - - PG GONG. WALL PANEL BACKER ROD a SEALANT 3/4 ,,,X 14r ° .. < a = ° a ° o ° e ° ° =4 ° = a \ ,..---PC CONC. WALL PANEL NOTE: \ PGR 9GOREINE LOGaTION9 SEE ELEVATIONS AND WALL PANEL R VAPOR BARRIERa TUD G ^'IT FURRI 5/8" GYP BOARD I a J''---/H ` "•_ ° TYP j ., - - _� _ \ANT R -II INSULATION AND VAPOR BARRIER STUDS 246A. MTL is M ° < a ° ° ° = ° d I HEAD DET IN:ii \ . CEILING METAL ALUM. STOREFRONT CONCRETE WALL PANEL NOTE. TYPICAL AT ALL WINDOWS EXCEPT THOSE TO RECEIVE A WOOD SILL •UJINDOUJ SILL DETAIL 1„..1. DOOR TMP. ®CORNEP4NEL TYP. EXTERIOR JOINT ®CONCRETE PANEL REVEAL QJ4M 'PER IBC CHAPTER 1, TABLE 1 -B ITEM WL WALLS AND CEILING CF THE CNE 14C11R ENCLOSURE SHALL COMPLY WITH THE ECU. IR-K: 0018 Irdi ago. 25 carbon aM•t •taol gage/ darnel- shaped etude • 24' on center wlth oro MI- length layer of 54e' Type 'X' mpg= wallboard applied vertically attached with 1' la o. 6 g N drywall scram to ea. stud Serous are 8' on center around the perimeter 5/8. T FE 9( nter diate ' GUS E on ce on the Interme stud The wallboard may be applied horisontally .on to 3% etude and th• hsontal Jo. are staggered w!th those on the oppos olds al For /M horizontal application shall b• 8' on center at vertical ode. and 12' on center intdmedlale etude. and attached Screws at BATT N et t OVER WALILLS �1 it AlVAL O= : CHORD 4 Ail. �� rr , r ' 1 l i :< � ` 1 I - WALL GONST. PER PLANS DOUBLE FACED SEALANT TAPE METAL TRIM PIECE TO MATCH STOREFRONT MATERIAL ALUMINUM STOREFRONT 1 g -0• '.UUSPENDED ACCIBTICAL CEILING - - 25 DS • 2 5 4' ON S TUDS a 2 R -IS SOUND ATTENUATION INSULATION IN WALLS 9/d' TYPE 'X' AT LATER T ATTACHMENT ABOVE. HOUR WALL ON CENTER ER R OFFICE - GYP. BD _ _- SIDE _ PER NOTE `\ /_DCBOVE OOR/ROOFJL EXTEND WALL TO GONG. SIIEPENDED AGCUSTICAL CEILIN A G BOARD 24' TTP R f ATT TOP TRAGIC TO MAIN � R88BR ORIEE•FDA4T OF NTERSECTON w/ I- TYPE AA, 1 S SCREW 'VMS FA SIDE ATTACH W TYPE 'S' SCREWS • 8' PANEL EDGES EDGES s p' FIELD I T A TTACH SOT. TRACK is/ I- a's p RAIIL DRIVE • 24' AT CONC. I SLAB / w/ 9CTg11S • 74' AT WOOD DECK L J m u. ,_ J „ / ® may, C.:-/ ( _ - , I SUSPENDED AGOU TICAL CEILING BOARD 3 I/2' X 25 GA. METAL STUD • 24' O.G. W/ 5/e' GWB ATTACH W/ TYPE 'S' SCREWS • • B' Or. PANEL - DGES s 12' O.C. !N FIELD TA W/ R-13 BA INSULATION VAPOR BARRIER I CONCRETE WALL PANEL Q' 5/8' TYFE • �c• WS ( Nom, O7J WALLS • Sin 211. 1 I J 5/8' TYP 'X' GIB (0"¢ NOh•U ATTACH BOTTOM TRAGIC w/ • 24 o.c. WO IVE FASTENER • 24'oc INTO FLR SLAB 34 y a METAL STNS • 24' n9 3 I3' SGUJD ATTEMtAIO BATT MSIA M ALL W4LL0 WALL e U)INDOUJ MULLION DETAIL ® NON4TE F 4TITION CONC. FLOOR SLAB I HOUR CORRIDOR DETAIL FLOOR SLAB CONCRETE UJALL ® O (DI ®FUE 12 GA GA-V HANGER WIRE • 4' DC `--3 I /2• METAL STUD FOR LATERAL SUPPORT ATTACH W/ (2J H6 SCREWS SCREWS TgB. EXTEND STUD TO STRUCTURE ABOVE (PER CODE., ®RESTOOMLT 0 L F LOUJ ALL WITH WERE SIZE EQUAL DRAW. THAN DRAMS ADJACENT TO LEAD D.IN WITH BASKET STRAINER OVERFLOW SL L SIZE OF ROOF WITH INLET NO HIGHER 2' ABOVE MAIN DRAIN / dr) COMBINED FLASHING COLLAR AND GRAVEL STOP LEAD FLA9NMG AND MEMBRANE PLIES EXTEND STRIPPING: /FELTS 4' MIN. BEYOND EDGE OF LEAD FLASH TED ROOF HATCH ASMBLY E D LCO TYPE 'S' 2'- 9'#' -6' SIZE - ROOF MEMBRANE I R FOAM ROOP IGID INSULATION IL • YI ` �II� 1/ � I — I / ` j ... I I ' X 2 5 GA MTL W/ 5 / S' GWB FLUORESCENT FIXTu'RE • > 45° / / / 2 17 GA GALV $FLAYED WIRE • MAIN 4 45° 812 -0 O.G. AL TEN TO STRUCTURE ABOVE WITH FIRST POINT 4' -0' FR:I'1 EACH WALL crI - 3/4' PLYWOOD • WATER '- LOCATION �. 0 UAR4P STUDS (2) LIGHT ,p .ii- 4 2, i e,E19M11C HOLD DOW /RIGID STRUT — / III I\ • I I'll - 3 TIGHT NIRN5 TYP NOTE ALL WIRE SHALL BE 80Ff AMEALEC GALV. SOFT \ I STEEL WIRE. . VERTICAL BTRU i 45° FIE L88 OF 0014 N i0 BE Z0 GA. (LT. GAUGE) METAL FR.N'IPYa CAPABLE OF d 6'X20 GA MTL JOIST • 16 ATTACH W/ 3 - '6 $CRWS E PE H WRTPE 'SANEL DGES ISTA GWB E ONEWS j L :: : ;:ITT ' /2' S GA. METAL STUDS W/ 3 I/1' SOUND ND GATT INSULATION . . - — - - -- — _ ®OOF DRAIN - T " SUMP: H NATG SECTION DETAIL TOP SURFAC VALANCE ®SEESMIC BRACING AT CEILING ® RESTROOMLU4LL OROOF 2X P.T. TOP PLATE C METAL FLA9HINKs SHIM OR SLOPE TO DRAIN LEAD GAP ROOF HATCH CUR q r .®° _.”' ,. cv" ( f"::ii ii: 11 : ODE ARE 43 8' 0 APP. SOLDERED LAP 9EAtT _ `� ��' FASTENERS CLEAT ANSHID FOR F G: ( 1 � ROOF MEMBRANE MEAM RI RO OF W91:L. / �'� /� + i .- o - � METAL ROOF DECK PER ST.CTUR L ROOF VENT DETAIL z ®PARAPET FLASHING METAL ROOF DECK PER STRUCTURAL / I4 GA. STEEL PLATE WELDED TO UNDERSIDE OF DECKING VENT PIPE DIA VARIES SEE MECH. . REQUIREMENTS NOTE: VERIFY LOCATIONS WITH OUWER /ARCHITECT 18 ROOF LADDER D ETAIL Sole 11'.I' -0' I� Scale: 9, .1-0 ® NO SCALE DOOR • DOOR SIM DOOR TYPE FRAME H420W73 GROUP REMARKS CEILING FLOOR WALLS REMARKS 1 PAIR 3•-0 " X 6' -6• x 13 /4' STOREFRONT ALUMINUM DOORS ALUM. PER MANUFACT. PART OF CURTAIN WALL SYSTEM ROOM • ROOM NAd"E FINISH HEIGHT FINISH BASE NORTH SOUTH EAST NEST 2 ELEVATOR ELEVATOR STEEL PER MANUFACT. PART OF ELEVATOR CONTRACT 101 LOBBY OPEN/6W8 6'-6" TILE/WALK OFF MAT TILE 63S PAINT CURTAIN WALL GI^B PAINT 6W8 PAINT 3 5 8' -0° x 13/4" SOLID GORE WOOD DOOR HOLLOW METAL R SIGNA -• EL> T'•L ANI AL - - 2 u- '_4 _: Y $ 102 ELEVATOR PER MANLPACT. CARPET PER MAMJFACT. PER MANUFACT. PER MANUFACT. PER MANUFACT. I a 3-0" x T-O' X 1 3/4' /5. SOLID GORE WOOD DOOR HOLLOW METAL B 5 SIGNA6'c: MEN/YlOMEN 0 ACCESSIBILITY - 20 MIN. A55EMBL 105 ELEVATOR MECH. UNFINISHED CONCRETE NONE 6W03 PAINT 64B PAINT 61415 PAINT 6W5 PAINT J 5 3-0" x T-O" x 13/4° SOLID GORE WOOD DOOR HOLLOW METAL B o6NA 6e: •Crvi.NOM:EN 4 AGCE55IBILITY - 20 IN ASSEMBLY 104 ELECT/MAINT. UNFINISHED CONCRETE NONE 6.5 PAINT 0177 PANT 6WB PAINT 6W6 PAINT 3' -0" X 8'-6" X 5/4" SOLID GORE WOOD DOOR STOREFRONT ALUMINUM DOOR HOLLOW METAL ALUM. A PER MAN/F.AGT n I '- ,J1 105 MEN' 648 PAINT PAINT 6' -0 5'-0 TILE TILE TILE I TILE 6NEi PAINT 16WB PAINT 6.3 PAINT 6W5 PAINT 6W5 PAINT 6.8 PAINT 6V5 PAINT 6W35 PAINT 4'-O" TILE WAINSCOT 4•-0" TILE WAINSCOT 6 5'-O" X 6'-6"X STOREFRONT ALUMINUM DOOR ALUM. PER M. NJFACT. 106 !OT WOMEN LEASE AREA 6W5 4' -0" GRID 8'-6" CONCRETE NONE SINE 6W6 6W6 61453 NO TAPE/SCREW ONLY 9 3-0" x 6'-O' x 15/4" SOLID CORE WOOD DOOR HOLLOW METAL C. D 51 GNAGE: SPRINKLER RISER ROOM 1 6O MIN. ASSEMBLY Q 60 MIN ASSEMBLT 108 ION SPRINKLER RM. STAIR •2 UNFINISHED OM/PAINT 6'-O CONCRETE CONCRETE NONE NOTE 6.0 PAINT 6:... PAINT 6W5 PAINT 5.5 PAINT 6W5 PAINT 6W5 PAINT 6W3 PAINT OHS PAINT IO 5'-0" x 8' -0 x 13/4" SOLID CARE WOOD DOOR HOLLOW METAL 5' -0' x 6' -O° X 1 3/4" SOLID CORE WOOD DOOR HOLLOW METAL G 60 MIN, ASSEMBLY 5 110 CORRIDOR ACOUSTIC, ate. GRID 8'-6• .- CONCRETE NONE eve 6W6 6W6 6148 TAPE ONLY - NO PAINT - i 3-0' x 8' -0° x 1 3/4' SOLID GORE WOOD DOOR HOLLOW METAL G 60 MIN, ASSEMBL.T III HALL ACOUSTICAL CL6. SKID 8'-6" CONCRETE NONE 6N5 6WB 6WB 6W6 TAPE ONLY - NO PAINT 3'-O" x 6' -0" X 1 3/4" SOLID GORE WOOD DOOR HOLLOW ME TAL D 60 MIN, ASSEMBLT 112 CORRIDOR ACOUSTICAL CL6° 650 8'-6 CONCRETE NONE 6.3 C445 6W5 6W8 TAPE ONLY - NO PAINT 1< 5 -0" x 6'-6" X 1 5/4' STOREFRONT ALUMINUM DOOR ALUM. PER MANUFACT. � IC STAIR M5 6M13/PAINT CONCRETE NOME 645 PAINT 6 PANT P EKE PAIN ` 1. ti. PAINT 15 3' -0" x 6' -0" x 1 3/4" SOLID GORE WOOD DOOR HOLLOW MET D 60 MIN. ASSEMBLY 114 CORRIDOR ACOUSTICAL CL6. GRID 8'-6" CONCRETE NONE 6NB 6W3 6W6 6W8 TAPE ONLY - NO PAINT 3-0" x 6' -0" X 5/4" SOLID GORE WOOD DOOR HOLLOW METAL A 60 MIN. ASSEMBLY '. 3-0" X 7-0" x 1 5/4" SOLID GORE WOOD DOOR HOLLOW METAL D SIGN,. MEN/WOMEN 0 ACCESSIBILITY - 20 MIN. ASSEMBLY 201 UPPER LOBBY ACOUSTICAL CL6. 6RI1716k'!8 8'$" CONCRETE NONE 6W8 PAINT 6443 PAINT 6.C3 PAINT 6W5 PAINT 16 3 - -0" x T-0" x 3/4" SOLID GORE WOOD DOOR HOLLOW METAL D EIGNAEE: MEN/WOMEN 0 ACCESSIBILITY - 20 MIN. ASSEMBLY 202 ELEVATOR PER MANUFACT. CARPET PER MANUPACT. PER MAF8/FACT. PER MANUFACT, PER MANUFACT. ' ELEVATOR ELEVATOR STEEL PER MAIgJFACT. PART OP ELEVATOR TRACT 205 MAINTENANCE UNFINISHED . CONCRETE NOTE 6.3 PAINT 5.3 PAINT 6W5 PAINT 61M5 PAINT 20 5 -0" x 6'-O" x 5/4" SOLID CORE WOOD DOOR HOLLOW METAL D 60 MIN ASSEM©LY 204 MEN 6M3 PAINT 8'-O" TILE TILE 6145 PAINT eve PAINT 6W8 PAINT ENE PAINT 4' -0° TILE WAINSCOT 21 3' -O" x 6' -O x 5/4" `SOLD CORE WOOD DOOR HOLLOW METAL E S16NAAE: SHOWER ROOM /OCCUPIED 203 WOMEN SMS.PAINT 6 TILE TILE 6WB PAINT 6.53 PAINT 6W3 PAINT 6145 PAINT 4-0" TILE WAINSCOT 22 3 -0" x 8' -O X 5/4" SOLID CORE WOOD DOOR HOLLOW METAL E SISNAGE: SHOWER ROOM /OCCUPIED 206 STAIR M2 6•5/PAINT 8' -6" CONCRETE NONE 6WE PAINT GNB PAINT 6W5 PAINT 6W5 PANT 25 5 -O" x 8' -0" X 1 3/4' SOLID GORE WOOD DOOR HOLLOW METAL C 60 MIN. AS5EMELY /�� 207 STAIR 11 5 6.5/PAINT 5'-6 CONCRETE NONE 6N5 PAINT 6.5 PAINT 6W8 PAINT 6WB PAINT 24 3' -0" X 8' -O" x 5/4" SOLID GORE WOOD DOOR HOLLOW METAL G 20 MIN. ASSE175LT L - ° 208 LEASE AREA 4' -0" GRID 8'-6" CONCRETE NONE 6Y'3 6/43 6W5 615 NO TAPE /SCREW ONLY 25 3-0" x 6' -0" x 5/4" SOLID GORE WOOD DOOR HO LLOW METAL G 20 MIN. ASSEMBLY 26 3' -O" X 6' -O" X 1 3/4" SOLID GORE WOOD DOOR H OLLOW METAL G 20 MIN. A55EMDLY ',, T 3' -O" x 8' -O" x 5/4" SOLID GORE WOOD DOOR HOLLOW METAL G 20 MIN, ASSEMBLY X11 28 3' -0" x 6' -O° x 1 3/4" SOLID GORE WOOD DOOR HOLLOW METAL G 20 M IN. ASSEMBLY ?a 3' -O" x 6' -O• X 3/4" SOLID GORE WOOD DOOR HOLLOW METAL G 20 MIN. ASSEMBLY SOLID CORE WOOD DOOR HOLLOW METAL C 60 MIN, ASSEMBLY 51 PAIR 3-0" X 6' -0° x 15/4° SOLID GORE WOOD DOOR HOLLOW METAL F 2' -0" RECITES - 20 MIN. ASSEMBLY HARDWARE SCHEDULE GROUP DESCRIPTION GROUP DESCRIPTION A 2 PAIR BUTTS 4 1/2" X 4 1/2" 'LEVER LOGKSET (STOREROOM) 3 SILENCES , DOOR CLOSER WALL STOP D LI 2 PAIR BUTTS 4 1/2" X 4 1/2" 1LEVER LATGHSET (PASSAGE) 3 SILENCES ISASKET I '°C11_' CLOSER I STOP • RATED ASSEMBLY B 2 PAIR BUTTS 4 1/2" x a 1/2" PJW PLATE 4" x 12" : PULL 3 SILENCES DOOR CLOSER WALL STOP E 2 PAIR BUTTS < T /2° X< 1/2" LEVER LOCKSET (PRNACY) 3 SILENCES 1 WALL STOP G 2 PAIR BUTTS 4 1/2" X 4 1/2" ■ LEVER LOCKSET (STOREROOM; 3 SILENCES I GASKET DOOR CLOSER WALL STOP • RATED ASSEMBLY F 4 PAIR BUTTS LEVER LOCKS, b SILENCES 1 DL'MMC LATCHSET 2 DOOR CLOSER 2 CASKETS • RATED ASSEMBLY 4 I/2" x 4 1/2" 1 PAIR FLLSHBOLTS L. (STOREROOM% ASTRAGAL Ex7 DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXCEPTIONS: 1. IN GROUPS B, F, M AND 5 OCCUPANCIES, KEY - LOCKING HARDWARE MAT BE USED ON THE MAIN EXIT 144451 THE MAN Ex, CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE 15 A READILY VISIBLE, DURABLE 55N ON OR ADJACENT TO THE DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NOT LESS THAN ONE INCH (25MM4 HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. THE USE OF THIS EXCEPTION MAY BE REVOKED BY THE BUILDING OFFICIAL FOR DJE CAUSE. MANUALLY OPERATED EDGE- OR SURFACE- MOUNTED FLUSH 5O1_75 AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE- MOUNTED HARDWARE. TiiE UNLATCHING OF ANY LEAF WALL NOT RECO, MORE THAN ONE OPERATION. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT REQUIRED TO BE SAFETY BLAZING WALL COMPLY WITH REQUIREMENTS OF :.SG SECTION 2406 REGARDING HUMAN IMPACT. • DOOR SCHEDULE (BUILDING SHELL ONLY) ROOM FINISH SCHEDULE (BUILDING SHELL ONLY) aecelveo FERRARI DESIGN GROUP 12217 134111 COURT N. . SURE 20.9 813/40110 WASHINGTON 50541.34]3 425.521 ) OFFICE) 42SkT19213 WA>n ARCHITECT: PROJECT: FORT DENT III Tukwila, Washington 3.ETINFORCA FIRST FLOOR REFLECTED CEILING PLAN OWNER: JOHN C. RADOVICH 2000 124 . N.E. Sure KB-t03 •a Bellevue, Washington 98005 TENANT: � .0 mcHrs •scam. CNede04 FH q m ors. ey: K - AF00T13 •3 m - Sleet No .: ....:.........2. ,m- FOOTING SCHEDULE MARK PLAN DIMENSION TUCK REINFORCEMENT REMARKS 5 0k5' -0' 1'-0' (6)-9x4 EA., 4 1 0kT-0' 1' -4' (1 )- -6• EA. WAT - QL NOT USED - - - QD 50'- 0k1' -0' 2' -0' (131."7 *OP L NIO LLW (B }'8 BOT. SkNORT WAT S a 18'oc.YOP t BM. E. 2' -6' WIDE x CONT. 1' -0' (3)-9 CONT. TOP 4 SOT. I vv TIP 50 0 25' -0' I I N IL L TTP r -1 - 7 I T I — + — I — J — — I I I J I L a - I — I I L_ +_J ® i2 J J ® — -I - -4 —— r - 1 L _ + _ I I I -L I H H CLJ cLJ 11 CLJ. I 16 r ® - — T Tl=_ __,, . _... __ - I, - _- J s . _ _____ _____ ___ ____ ___ ____ - -_ I 1 I E 1 f 7 I I I L_1_J 8 u1I r 7 I 1 I O 1 I I L L 1 r I I I I D ELEVATOR _ PITT Ir - - --I 1 ® I L l_J L\o_ J • I ®I •I' -0' L --- _J ° B uI �I r — t — � I I FIRST FLOOR FLAN H 2 Lc' xl'ro' Pcclr,14 W /( -) -N5 rt , L.W. era'. L. �;tiLFi - - - 1�• L ) 1 I ' 5' CO.. 5,6 O N G RADE W 6 6..4friA NAM. TOP OF LONG I I FLOOR ELAS 6 REF. DATUM O' -0' SEE SOIL'S REPORT FOR 66 -GRADE PREPARATON. I I � B v r -1 - 1 1 1 L - -J r — , L J ® NOTES: L_t_ 12 L SEE SOILS REPORT NO. E- 3001 -1 BY EARTH CONSULTANTS NC. FOR SITE PREPARATION 4 FONDATION DESIGN. 2. SEE 6EETS , 6 FOR TrI E ADATI^: DETAILS. 3. SEE SHEET 58 FOR C-ENERAL NOTES. 4. SEE ARCH. DR4WI.5 FOR EXTEMOR WALKS, STATES. RAMPS, iRASN ENCLOSURE, ETC. S. ELEVATIONS SNOUN NUS ( -' -'J ARE TO TOP OFF FOOTING R621 REF. DATU1 0' -0' T - P. WALL PANELS ARE NDICATED:O REFER SHEET 54 AND 55 FOR PANEL ELEvATICN AND REINFORCEMENT. Pd. •PANEL JOINT LJ. •CCNSTRUCTICN JOINT PER DETAIL - 666 •CRACK CONTROL JOINT PER DETAIL - 1698 CSJ. •CLOSURE STRIP JOT PER DETAIL • 1498 I SEE ARCH DRAWINGS Far( PAvEL DMENSIONS. vv 1 TYP r J TTP. B'f 6 0 • 0 "RUCTURAL PER UNIFORM BUILDING CODE 1.: vON RUCTURAI.,ER UNIFORM BUILDING CODE CI WAC 51- 20 BARRIER •FREE REGULATIONS THE APPLICANT W RESPON91?LE FOR CQN#QRMA1 MTH ALL APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF THE GOVERNING MINORITY. os+ew I Z Zb • J7 OMRON 5 ° T YoPROvEU MAY 2 9 1998 NO%LG 06 I SHEET OF I KIA CO NO. 9163 FDG NO. 9613500 0 50 25•-0' 286 5N 18.1 K 2865N 18.IK 0 -0. 25' -0' 12,9 CHORD STEEL (2,5 CHORD STEEL 286 5N 18.1 K 25' -V TTP NIP STEEL FRAME ELEvAITON 5ra:e: NONE • 1 2865N16.3K _ 286 5N16.3K 28G4N18.I 2865N18.1K 20 D9� -omits 21. 1401 -0 20 El 286 16.3 K 4lK SECOND FLOOR FRAMING PLAN 286 5N 18.5 K 286 5N' K 25 286 5N16.5 K NOTES: I. YE. FINISH FLOOR ELEVATION IS 1.3' - AT TOP OF CONCRETE SLAB FROM REF. DATi1N 0 2. VERP AU. DCS3L91ON5 WITH ARCHITECTURAL.DRAllRY& 3. WELD mac TO AIL SUF# RTB WI1H7 (41-112Y FUDDLE UELDS PER 36' &EE1: ATTACH SIDE LAP. WITH BjftON PBY,H • 24'6.c. MAX A AT BOUNDARIES PARALLEL TO DECK RIBS USE I/Ye FUDDLE VELD • D'oc 5. SEE SHEET 51 FOR TTPIOAL FLOOR DETAILS. 6. CONIRAGTOR TO COORDINATE LOCATION OF THE rECHANICAL .ITS AV M% SPRNCI.ER L5E5 WITH d9 D u h AF'PRD UED MAY 2 9 1998 N31ED Q K1A CO a1n #15.P.,,,40,,:`;' b 206 4 \ / o 5.6 ^3 ) ❑ =06 4\ 56 K tI 0 m T71' i -h`!TP GRID , ROOF '1555 FOR 0 BR:+GE ' W 14x66 - 3 1.1 "43 ;!2 "a! /4' Tvc. GRID 4 54 - 3F ! L' E /I 200 3N 6.0 K / r T71 GRID OB 206 4N 5.6 K 200 4N 5.6 K \L/ 25' -0` ROOF FRAMING PLAN G 1).11-01 50°_0 GUARD RAIL COL. TOP CONNECTION 75 -0 Ia [21 R'] 206 4 N 6.3 K 206 4N 6.3 K {26' -5 426 .2 °] 200 206 , 6.3 - 426 3'4 °] 'TP_ GRO2 ° D 425 - 5 'T p W B74 J ;;: .D _ $ , � . +'O�pU,`�' Q yb .x Q xy W 14x sb 200 3N 6.7 K DS " "v K` a `.. 2 0G 4N 63 K te - h ' 4 � ` � r 25.5 1/7 SCRE EEN \-126 26' 1 J v L 5 x3x.:4 J' . /+C�i 9R.10E 3535 4,3135. f W 5x24(5EE NOTE 10 Zri o y% - - s I p ELEV. cAlAfm RcIL se vY 1 4x43 2C6 4 \� 6.3 K 206 4\ 14x43 W 200 5N 63 K 2O64N 63 K 20G 4N 6 K. CR: 0 L ROOF SCREEN DETAIL r IVERIFTI 0E3E, OF ROOF ROOF ,C S' JNDER'+ECI: • JO'5' WA 240 20' -0' SEE SHEET 5 - 2 FOR ROOF FR ING ENTRT CANOPY GRDER — t °C =155 K ! CHORD I'; (T = C.155 K a TOP CHORD [26'-5 N °N 3- 5:DE5 - - - GIRDER 1R.:55 C =155 e e'OP CHO, 9 2OG 4N 63 K OG4 6.3K STEEL. FRAME L '4[26'4 3)41 TYP_ GRID /D; ROOF SCREEN DETAIL 206 4N 6.3 K 206 4\ 6 3 K .' 5333 `15, ,:NDER COL 25' - 0" 2064\6.3 K 206 4 \6.3 K {2• -6 "1 i'v. GRID STEE :FRAME a I STEE: =RAME :O G, eccK 3 '6 5E_F 5R 4 A ROOF SCREEN DETAIL ORV OF NKWILA 1rp 199- —_— _ RENF. PER r --- PANEL OOH BALANCE CF — RE.. PER PANEL REAR. PER PANEL O ` 0 n IB 1» ^! © + - . REINF. PER PANEL OOH 23 BALANCE OF FECF FEN PANEL 6) SOUT4.4 BUI LDING. ELEvAITON (PANEL THICKNESS • 6') Scale: 3/ • r - o • REIFF. PER PANEL ❑B RENF. PER PANEL O EAST BUILDING ELEvAITON (PANEL THICKNESS : 6') °..tale 3/16' • 1'4F UJEST BUILDING ELEvAITON (PANEL THICKNESS • 6') scale 3216' • I' - F — - RE.. PER PANEL REAM. PER PANEL O TD. PARAPET 28' -0• TD. PARAPET -_ 35_ -+ 2rd FLOOR T.O. PARAPET 2S' -0' _ 35_� hltl FLOOR - D` O. _ lid ROCK GENET \AL PANEL NOTES 1. PANEL ELEVATIONS DEPICT RENFORCING FOR' TPICAL PANEL TYPES. r1I T S:IOP DRLIANGO FOR ALL PANELS INDICATING REINFORCING, AID ADDITINAL REMFORCRG NEC -HURT FOR PICK-UP POINTS, ETC, 2 PANEL DMENNONS ARE NOMINAL. JONT WIDTH IS NOT INDICATED. (IR•: TYPJ COOFCONATE WT1N PLANS AND ELEVATIONS FOR PANEL SUES AND LOCATIONS, OFENING O M PANELS CHAMBERS, DRIPSTOPS, DOINSPOUT80.1 3 OPENINGS, ETC. 3. ALL ELEVATIONS INDICATE EXTER'LR SIDE OF PNELS. 4. PANEL TNICKNESS IS NOTED CN PANEL ELEVATIONS. 5. °LAS VERB RENF ...S55 M CENTER OF PANEL WTTH HORIZONTAL STEEL TOWARD N SIDE FACE SEE DETAIL -8-. WHEN TWO LAYERS OF REINFORCEMENT 15 REQUIRED. PROVIDE CLEAR TO OUTSIDE FACE OF WALL AT EXTERIOR LATER AND 3(4• CLEAR TO MSIDE FACE OF WALL AT MITEERIOR LATER (CONCRETE COVER FOR REFFCRCEMENTA SEE DETAIL -S -. 7. ALL REINFORCING SHALL BE GRADE •45 UNLESS OnE aE NOTED. s ALL 'LE' DE 1.84_ A D SL/2.9 DOWLS P.NALL BE •RADE 4•, UNLESS NOTED OTRER11ASE. 2• -2 9. SLAB DOWELS '4 ®�AT 2' -0'oc IT,) PROVIDE MNraP1 CF (3 }4 DOWELS • EACH PANEL LEG. �. CONTRACTOR TO COORDINATE ALL PANEL HEY HTS WITH ARGHITECTIIRAL DRAWRGS. KEY NOTES IA .4 • 12'0n VERY. ° FNOR'L 18. • 2A (2)-5 EDGE 8I 2B. 0 5 CFIORD STEEL TG (2}'T EA FACE • 68c 22J. (22-56 EA FACE • Vac 2E. (21-°1 • f a Vac 3A (3}5 EA. FACE v E,A. 3B. (3, EA FACE 44 (4)-5 EA FACE • R•oc 48. (4,1 EA. FACE • 6'oc 5. (Ws EA FACE 4 • 0'oc EA WAT u 1 0 ENTRY PANEL (PANEL THICKNESS • 1 I/1') scale: va . r - 6I -4EAR WALL ELEvAITON (PANEL THICKNESS c 1 I/4') swxsc us, • I Till 111 1 7 ® -0' Y S' -m• ui _ 00' _ d CIiS' f;F f;ilfN;ILA AFvi20JED MAY 2 9 1998 Alin.,,,, o MR CC SHEET 1 LU O S_4 OF g KIA CO NO. 8163 f ' NO. _ 96I35S d � 7.:L7 . RERF FER PANEL ❑j OpI i �' I�- I'I 0 it lieTP. 0 - - -- - - -+ I-- m- -- I11 o ' o O il 1111 o o a iii o III_ o H ; o TTP. a �I I'TP ° ° °111 1L 1III HI1 ____. RE@f. PER PANEL ❑j O}I_ REINF. FER PANEL ❑8 D�11 -015 EMBED PLATE -A 9' EMBED PLATE -B u NORT+ -4 BLflLDING ELEvAITON (PANEL THICKNESS = 6 °) Scab: 3/W' • I' CONNECTION PLATE-C, EMBED PLATE -D WELDED CONNECTION DETAILS SCALE: NONE r PANEL GONN. LOCATIONS CALE.. NONE CHORD CONN. DETAIL NORTI —I B UILDINGc ELEvAiTON (PANEL THICKNESS = 6'J Bea. 3,w • I -0 TO. PARAPET 73' -0' TYP. PANEL TO PANEL GONN. O SCALE: ROPE PANEL CORNER GONN, . - 5GALE..110tE GENE L PANEL NOTES L PANEL ELEVATIONS DEPICT IRF.IWORCING FOR TTFCAL PANEL E . REMIT BFiOP DR01114.8FOIE ALL: PARBLE, MDICATSYs REREORCIN'i, AND ADDlTRi4L RESfgiGMCe tECEMART FOR PICK-UP PONT& ETC. 2. PALL DPffNBKre ARE:NOTINAL LLffi1N B NOT BoccATED. (V1'f TTP) COORDINATE 22114 PLANS AND ELEVATIONS FOR PANEL SIZES AND LOCATIONS, CPENIN3 512.5 ST,PANELS, CAMBERS, DRIFETOP8, DOINEPOSVBCIlPER oPENNC+B, ETC. 3. ALL EIEVATION5 INDICATE ENNEROR SIDE OF PANELS. 4. PANEL moons II3 NOTED:ONPANEI. 6LEVATIR:B. 5. PLACE VERTICAL REWCf2C124 INDENTER OF PANEL MTN HORIZONTAL STEEL TOWARD N31DE FACE SEE. 7735. like+ TLIO LATERS of REINFORCEMENT IS REDAPREO. PROVIDE 1 -1R' CLEAR TO OUTSIDE FACE OP WALL 'AT EOTERICR LATER AND 3/4' CLEAR TO INSIDE FACE OF WALL AT INTERIOR LAYER (CONCRETE GONER MR NE3f4 ENNTt.'SEE DETAIL 1/55. 1. ALL RESfORCNG 5NALL BE GRACE AO. MILE. on.pense NOTED. ALL UELDE i'ES4RAND SLAB DO222L3 54WLL BE GRADE 40, INL.43 NOTED OIERI SE. 4. SLAB DCREL5.4 Q[ AT 7-0•oc (TTPJ PROVIDE NNPIIM CF (31.4 DOIELS • EACH PANEL LEG. 10. CONTRACTOR TO COORDINATE ALL PANEL NEKsNT8 UATH ARCHITECTURAL MU M& iGEY NOTES IA. 4• I7•oc ABU_( NORM 7A (71.5 EDGE BARS 2B. OAS WORD STEEL 7C. 172 EA. FACE e.6'oc 7D. (71-5 EA FACE a 6'oe 7E. (72 • 6 • E'Oc 3A (31-5 EA FACE • IYoc 322. 131•'1 EA FACE 3C. (31•°1 • 4A 142-5 EA FACE • D•oc 41E 14,1 E4 FACE • N'oc 5. 0 5 EA FACE CORNER WALL GONN. NONE O PANEL DETAIL WINDOW O SCALE: NONE PANEL END DETAIL SCALE: NONE GONG. PANEL WITH REVEAL 9OALEr - _ 5CALE, CIi( JS 1'J .N," AFPRO'JED MAY 2 9 1999 As NO. VERT. REBAR m = a, RECESS @ PANEL SHEET S =5 OF 8 KA CO NO. 9 FOG NO, S6I3S: 3/4'0 1-11,1 1-11,1 KB. 36,.. wz (3 1/2 LEDGER PER ROOF PLAN C O 36b I (3 I/tk3 /Jk114' C O PER MAN4J DTL 1x TOP B TTP. w/ I!J'• A.B. • 4.-0,, . 1� LCLVCR ANGLE r-cR Pun wr ' 3'4'0 HILTI K.B. • 36'oc TOPE PER I. I I CONC. WALL C.T. OCNT. LEDGER ANGLE PER -\ ROB RAN W 3i44 HILTI KIIMK BOLT ®36'oL DECK A2LD PE PER VS6 CONG. LLIOLL JOIST PER PLAN ' • EMBED ! L I'x10'z11' BR'i P +u/ (11 -3/4'0 BOLT9 — _ _ _ _ — I D - e L,, GAP I'x10 V7'xl' - 1' Bpi E JOIST PER RAN _ _ _ w/ (4}3/44 BOLTS I/4 l>3' TO ANGLE V14 . b'oc n y �L i 7 - � _1 1 V4' V ' " I I i i / STEEL \ \\ E EXTERIOR V V4' - 1 x - JOIST PER RAN ROOF ANGL I ANGLE BRACE PER LOCATE HILTI MIK BOLT P-6' EA SIDE OP THE ANGLE DROCE @ EXTERIOR HALL ROOF JOIST J e 1' al (41- 3/4024— GA•6,4. '0 x7 ' '0x4NT , WALL 3/4x446 STABILIMR'PLATE (DO NOT WELD TRUSS TO GIRDER 7RWS6) GIRDER JOIST G: COL. R DETAIL / ��I \ � . IL, JOIST GIRDER ROOF JOISTS @ TRUSS GIRDER I Q JOIST GIRDER ROOF J015T / WALL CONN. DETAIL TRUSS 3 /4' PLATE PER DETAIL 496 GIRDER @ SCALE, 3/4' :I' -0' `T SOALE 3/4':1'4° SCALE, 3/a " =I'4" O $GALE, 3 /a' =I'4' O SCALE, W Ux46 3/4 l'- s WALL , VY(TTpJ D J 6 R IR_ 4 ' b' L 4,4,38'x7' -0' \ V4' 13' 3 -BIDES 3 �. I B 5/6,4,T43' EA 2. ' ,� _J " CONN. .9 • WW1 KAI L C BEAM PER . R 5/16,8 ,0' -9' 5HEAR WALL / DRAG p. I E Ik5'xl'-0' w/ (31- `7x3' -6' • 4'o c. STRUT CONN. L 6'x4,39,0' 10' (2,4'0 NI, KWIC a/ 3/L BOLTS (EMBED 3 V4' MIN) • !1}3/44 MB. WF / GONG. S - CONN. ��' PER R.4N / -Yi L 4,6,1/2,0' -8• <TTP) T.S. COL. PER RAN DRAG STRUT _ W (4)•5/8'1 HILTI KI K BOLTS `- ROCF JOIST PER PL AN ROOF @ STEEL FRAME WF BEAM / CONC. WALL CONN. / T V; V d' SCALE: NONE O SCALE. NO. GIRDER TRUSS WF FER RA• /� T•'" s I - > CONC. r FE \ S /b° \ / (3)-3/4'1 MB. // WP PER RAN . \ 0 - ► tea, 4'z3'z5/18N0' -6' ✓ IM IIIIIMMIEN 3M' l rt , I, FLOOR @ GONG. WALL WALL CONC. SHEAR WALL ' STIF F Ft (1 }•7 • EA sTIF R I CONNECTION WF PER PLAN L ' xd ' xVJ,O ' -9 � I/4' DETAIL O. 4,4,38'x9' WF BEAM w/ (3 }3/4, NB. EA LEG PER PLAN W,F / VF CONNECTION DETAIL L 6,4'x1/1,0' -5' COLUM CONNECTION DRAG STRUT CONNECTION —� COLUMN I/4' • T.S. COL. PER PLAN DETAIL ' SGALE� NONff 11 SCALE: NONE i2 S�A 9/4,1' -O' 13J $GALE, 314' =1' -0' 14 - SC ALE: NONE ` r .--,-, T I/4' CONC. PANEL GANOPT' BEAM P'cR PLAN j METAL TRUES PER RAfI ENTRY o ROGf DECK V7'• FUDDLE WELD • 6,4. PER -ROOF R' MEC 1. WIT DECK I -TT, ROOF DECK 3/S.' CONT. E B-FOR1 LOCK a/ TOTAL 6' . TOPPRG 1 ^3 • Q'o.9.� STEEL DECK FER RAY EA .7. V4' 7'eb EA TU CI?T OS LA _ , 0 , \ • I a 3 SIDES 3/16'1 S r I4.95 36 ROOF DECK 1�!J'P404EU - r IF �AI'I PER RAN - ....._ - L 4'x4538' CONT. w/ 3/4 '1 HILTI KWIC BOLT • 31 (EMBED 3 IR' MINJ T V4' CONC. PANEL ROOF / HALL CONN. DTI. :S•l��! +!F1: � U.F DRAG STRUT - ROOF D ECK @ DRAG STRUT 4Ni P/1QY Z S Is, AS ,,,, OF DRAG STRUT n�. %ILOIP:r; ,,,,,757 0 'CD o m �- '- e. ¢ , � t ROOF @ MECH. UNIT PLATFORM 11}524' -0' HORL • EMBED. (1,5x4' vERT. • EMBED. WF BEAM / WALL SIDES 0 BOT. w/ 1/2. ' 3M' i RENRJ •TOP A L 4•x4'23 /8'x0' - 10' G 12230x1' -7' wr ibl- 3 /4'ox5'NUlS. • .74. ■ 5' GA CONNECTION T.S. FETAL CEIL6G LME ! T.S. CONNECTION DETAIL SC 5/4,1' -0 16 $GALE V2'•1'4' $GALE, 3/4LI' -0'SGALE•I'.I' -0' � eCALE I 'o l ' 20 J SHEET OF 8 KIA CO NO. 9163 L FDC NO. 9613500 I CHECKED BY: AG (2)-o5m 2'04. LNORD STEEL FER ?y D n =sm CONT. 3 1/1/2". " I/2,1/4° LEDGER — \ CFhYiD STEF a. \ GOM, 3 I/2',3 3 I/25•14' 6FJh5ER ANGLE FER PLAN W 9/4' KB. m 566 az. � 13'3h ,. (2Y+5:. a+aR�?5'fP�: 02, f 44 m 10' / . 114 m (DOV$j ::_: and m 24 °64. 26" 110' room.) I / ., _r ; (2.)-.3El•BED - _ m� r. _. Vi TEL CO. . WALL JOIST CARDER PER PLAN GIRDER / L 6 /8 -0 �� ■ i II - — t7 / Ii - /1I \ / j ER I/2. tom t JOIST PER PLAN I FLOOR @ EXTERIOR WALL JOIST PER FLAN L GONG WALL CI0x25x1' -2• W (4)- 3/4'0x4• NAS. • 8'9A • 5'04. SSE. (3)-010.5x0, N/ (21-3/4 HMS. • PANEL JOINT :L : - )!' TS R JOIST GIRDER TRUSS GIRDER CONC. WALL L 6,4'x1 /4'x0'-4' W 3/4'0 W.I W E. 4' EAg ED. Eh SIDE DTL .. / i 3.46' I ' I � 14 > e _ e e GONN. ` 546' J FLOOR JOISTS 1 \ ` FLOOR .101ST JOIST CARDER @ TRUSS GIRD 6•x455/8,1' -0• .-. + 3/4,4,6° / COLUMN. r-. ` — JOIST CARDER PER PLAN CONN. A. SIDE • 3/Ib , FLOOR JOIST / WALL GONN. DETAIL — . 5/4' RATE STEEL COLO. PER PLAN / COLUMN SCALE, 3/4'•1 SCALE, 3/4 -0' '9GALP 3 /4'>il' -0 Q YALE: 3/4' `CALF. NONE 9/16' \ In' a 6'64. m4 • 3464. 11 2.•d. ol3'$ c lG. DECK (2)•+5 ' <.1 L 3 1/2,3 In'x , • , . frTrJ (2) +5 9/16 I I I/2 • m 6 1/4 I3° NP. m�l tl [7\ -' - - - - - -- - L 3 In'x9 V2 /4 "I `��` ->r, W In•0 NWS. m 24'64. __ _ _ � GONG. _{; '`I Q RP SAM PER PUN ,_ - NF P. PLAN ~� .... , �— FLOOR @ — In .CONTW 3/4 METm 3' -0 GONG W4y1 WALL / 1In' t ri r -� - -- '-I'- \ / '\ 3/16 \3' /• '\ I' R o w GONG. WALL _I L 6.4.345.1 ' EA. SIDE W (3}3/8'0 1NLTI ILIVK MIN) W T5 (EMBED 4° MIN) EA Lss e (5) -3/4'0 MB. a W 16x35 NF / GONG. NALL r -s - -o ' 11.11=11 FLOOR :PL 1/4' I L 6•x4,8/8',06- -'' W (2)-R In STIFFENER COLUMN CONNECTION R 13,8.1' FLOOR JOIST J PER PL. AN JOIST @ NF BEAM FLOOR JOIST NF BEAM NF / `-XIST CARDER CONN. SCALE: NOI•E ��. -. _ SCALE: 3/4.1 -O SCALE: 3/4 -0' \ �/ /� SCALE 3 /4'+I' -0' - .ALE. 3/4' =I' -0' Q COLUMN I/4' 3',, E IONS °. -IO' r • a STEEL BALANCE OP WO. 4• ) 1 (21, 4,4.43,51 m/ (3J -3/4's M$. EA LEG 1/4• I S• - GONN. JOIST GIRDR p� pu GIRDER Miii AM / 0J 1.i0 W 16.3 � . B. WF B R AN / 9' ' STEEL I 1 /21k. I/4' • CONNECTION ERG E 3/4.8•x1' -1' 141 -3 /4Y W/ MB. DETAIL � FRAME W VI VW Ibx69 J DE W 16•89 DETAIL NF @ STS \ `E 3/8,4,4.0' 9' a/ 3)-3/4, M9. EA LEG i r ' E EA SIDE • FRAME DETAIL / COLUMN. SCALE: NONE SCALE: 3/4•.1' -0' 12 SCALE: 3 /4'x1'-0' 13 SCALE: 3/4'.I' -0' 15 3/16• , 2•06• E 510',8'x2' , 3- SIDES — 856t o Avw ' 5/16 I PF a Vb I 2.m6 I E 5/8,4'x7' 0' EA SIDE TPLAN .. L 6'x8,12,1' -0' o TRUSS PANEL POINT I \ / NM L 4 T5 COL. PER PLAN —�i - DRAG STRUT �-�-i- GON N. `..01ST 6.ER ti-o NF @ GIRDER TRUSS ,,- / FLOOR A'STJ Ito �61RDER 'BUSS FLOOR @ STAIR OPENING .ALE: 3/4•_' -0' 1,\ / SCALE. 3,,, -0• 11 .ALE 3/4'.I' -0' \I8 EXTEOR ADE 1, NON-6.54K NON-6.54K L' T FRE CAST PANEL 9 ' 4 CONT. ON GADE PER FOND. RAN PL. WALL PANEL BEYOND CONE DON • "` to EXTERN GRADE �•�. r T.S. COL. PER PLAN '15 A° PRE :aED t a/ !2MU t 1i ,,:..:. p_y STRUCTURAL NOTES CODE: INFORM EUILDIING CODE, KM. EDITION 2. LOADS: ROOF: 25 pet (OW) OFFICE: 5TORAC1 �95MIG WND I: 501E i ap FO TDATI,^k DBSNGN IN f✓.,f,APDANGE WITH THE SOILS REPORT BY EARTH G SALTANTS HNC DATED DECEMBER 201996 FROJ.T NO E-3001-1 O ALL FONDATION WORK SHALL FOLLOW SOILS REPORT REGOMENDATIONS. GONG EA • 4000 4,51 FOR CONKRETE. PA.., F'4.3G00 4,51 FOR ALL OTHER CONCRETE. MINING AND PLACING OF ALL GO.RETE AND .L.TION OF MATERIALS SHALL BE IN R.:G.A A�'t'.°. KITH Y-e PLI CODE 518. PROPORTION. Cif AG6RF6ATE TO DEMENT SHALL W EL. AS TO PR�1GE A DENSE WORKABLE Mix WITH 4° MANIKIN SLUMP MNICH CAN EC PLACED WITHOUT SEGREGATION OR EXCESS FREE % EALE WATER ' G144M'FR ALL FJ EDSE.a. tESr INDICATE OTHERWIARCHITECTURAL N ON ARC 3!4 DRAWINGS. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 9% TO 6% AIR BY VOLARE. a. REINFORCING: DEFORMED BARS ASTM A-615 GRADE 60 Oy°boOOD PSU UNLESS oTH;_RWLSE NOTE ON THE CiRAWUNGS. LAP ALL CONTI14KIY REUFORCIMG EARS 40 �' -0 DIAMET,2' MINIMiM, BLESS NOTED OTHERWISE. PROV GORIER BAPS 02'-0" BEtD) FOR ALL HDRIfDNTAL REIN EORC,EMERT j DETAIL .INF. BARS IN ACCORDANCE WITH TFE "AEI DETNLIN6 MAN. SP. (88). AN INDEPENDENT TESTING LAB SMALL INSPECT CONCRETE j:: LT PER U.BL 1994 BDITI1 MAIN REINORCEMENSHALL I E: 314' EARTH FACE: 2" FOOTINGS OAST AGAINST EARTH: 3• 5. METALS: ALL TIFF ST.. GOLUMN5 .ALL CONFORM TO ASTM A800, GRADE B• 0,46000 FBI/ ALL STRUCTURAL AID M15C°ELLAIE15 STEEL SHALL CONFORM TO ASTM A-36 (Np°56DOO PSI) BLE55 NOTED OT ERWISE MACHINE BOLTS TO A-90T. ANY,NOR B0I.T9 INTO cower! sNALL BE PLACED ALGURATELY ACCORD. AGCORD TO 512E 4,!D LOCAT10M5 SNOW AND PROS /ICED FOR BY OTTERS. ALL EXPANSION ANCHORS SHALL BE M � LTI MK B•9 OR APPROVED EWA-. FOLLOW MAM.FALPLREJ. RECOMMENDATIONS FOR INSTALLATION fl IFs. IN i87IN ND IN61 ALVANIZED 22 GAGE VERLO, F7Lb 5 INt.0 D12KN6 SHALL EE 6ALVA M 22 GAGE VGA, TYPE EIE FORMED ° FROM SHEE G FORMRd67¢ A ASTM , M.0 G' iM A446 GRADE' °A SPEGIPIGATIONLTNE DEG4 ?HALL ATTACKED TO N1 SUPPORTS PER FLOOR GRADE •A• W.P.M.. THE DECK SHALL BE ATTAC ED TO ALL :EFFORTS PER /R.N. MAN. THE TACK SHALL fEROVIDE A CM., OF 1525 PLF E. 22 &AGE N ACCORDANC E :RE9EARCH COMMITTEE REPORT 20. 2O OF TIE INTIPPJATION, ...EWE WILDNB OFFICIALS. T. OPEN VE$ STEEL. JOISTS, S. ST J015T SPECflGATK. FOR AN OPOt.WM STEEL JOISTS D STAND RD SPECIFICATIONS FOR LONDEPAN STEEL JOISTS, A. DEEP WNc`° SPAN ST.. HE JO5T5 G T J015T iwi ALL MA.TEIALS SHALL CON•CRM TO SECTION 5 AND SECTION T .2 OF THE SJI SPECIFICATION. - EMS BIAL RP _n2 f� r ne �yi %, .. PAINT. °TT XISTS TO STS BY W6DNG OR BO N.AOGORDANGC SNTM THE SJI SPEGfPIGATION HEi.03 SHALL CONFORM TO M45 ^A BOLTS sHALL ' A ,A5O1ORAWE. PROVIDE BRO.GIN RbJF TR FSF�A_ 1AMIN6 . L OPO ___.- .5 BROW) FLOOR TRUSS ._. _..._d.OADIN S - DEAD LO AD_.._. P5P LNE LOAD_.._ ....._IOO PSF(OFFIGE) t$ PST' (LIGHT 6T ORAGFJ 6. SHOP DR AWINGS: 9.-E2, 6-5ET5 OP S/DP DRAWNGS TO ENGIM FOR RENEN PRIOR TO FABRICATION AID AF792 C�'11RALT REVi2W CO rLUiPNCE Fri. CONK. MIX GdiBPi.1�IIFORCIN6 5'fEF1„ STRUGTUR04• STEEL, MIISCHLAfEq/5 STEEL, stem. DECKING AND PRE MA,N1FALilAiED STEEL TRIS5E5: 5U&'liT 6- T50F SHOP DMANN. STAMPED B'4. Wa,SNIINGTON STATE STRUG'NFtA1 ENJBItEER FGR STEEL STAIRS PRIOR TO FABRICATION. . 9. SPRIt ER 5Ik° A! l HV 4 TO BED�GtED AND SUPPIJBD BY SERE.. yJPFLIER PROVIDE LATERAL ERA:G SPRINKLER SN Fr AS REtlIIR @. ALL LINE'S, PLUM/PEON.. /PEON.. I�IT SAALL 6R N °.iFPORT FRO THE TitIBSE9 Pi52 TRIh35 MAILPAGTURER REOOMNENDATION5, NFPA 13 STANDARDS, AND K. I./B.C. . A EOUIP 10. INSPEO TE5 APPROVED BY WW1. I TM1ENf HD ARCHITECT FOR FCUDA I:OREBRCN6 CONCRETE, CONCRETE ANC.. ARO. eoLis, AND MELDING. II. PRECAST PANELS: PAM. 1.s.st G Simse 5 ARE TO W C wi.c" D BY TM CONTRACTOR AND C.TRAGTOR SHALL PRWIDE %ERFOelm. »ING ST. A5 REG.= FOR /HIER METH G OD IIANDI.INS AMD OPENINGS. EONTNIOIB GROUT S PANELS A..011.3 TO BE NON - SHRINKING TYPE. SEE DRAWiN FOR ADDITIONAL TOTES DIPIONATOTES FL�ARDINLS PRECAST PAPERS. 12 NEEDED RESAR: MELO:D: TO BE GRADE 40 ..S Ofi4..+!EF .A L GRAD ......",...AR TO BE POI A$PM A6I5 Ry • NOPOO ps(H.ANV was. PIG TO BE PR HEATED OR USE A106 REEAR y!°. FRESNO. LOW NiYDROGEN ELECTRODES TO MELD REINFOROIN6, CONFORM TO P.C41051.5 OF 4445 CIA. RECCN.ECED PRAGTIGffi FOR WELDING REIFORCE. STEEL. RERFOPLU$ TO E6 MELDED MALI. NOT NAVE CARBON CON TUENT N EXCESS OF 095%. ALL WEE. TO. BY WAB9:F TWIED MFJ . 15. '7ELDirdv: ALL WELDS °:#ILL EE BY CERTIFIED WELDERS USE FRESHI !7O N3•ECTR005. MELDS HOT SPECIFIED LL Ocr LL BE V U4° C LL Ia. - 5ULMf TTAL I °.: 17T SHALL L9M7o TO ARCHITECT, ENGINEER ADD BUILDING DEPARTMENT POR REVIEW PRIORTO!?ABPJCATIOL SLOMITTAL5 INDUCES STEEL STAIRS, PRE MANLFACTU.D STEEL TRUSSES AND EXTERIOR GLASS SKIN 15. SPECIAL CONDITION: MRIH5 GOBTRUOTI N THE CONTRACTOR SHALL FROVIDE ADEc JATE SHORING BRACIN5, AND 611TIFK IN ACCORDANCE 11TH 11TH SCSAND PRAGTIGE AND AU. NATIOWJ.. STATE, AND LOCAL CODES, CONI LTOR TO GOORDWATE AL TRADES AND VERIFY DINE N91ON3 IN FIELD, OBTAIN ARGNITEGT'S APPROVAL PRIOR TO ALL FIELD CNA. SEE ARLNI/EOM, DRAWINES FOR ALL FLOOR AND WALL .t_ OFENIN6 DIM IEISIOB AND LOCATIONS, FLOOR AV WALL FINISHES. ETC. CONTRACTOR SMALL VERIFY AND CONFIRM ALL DIMENSIONS AND commas FRI. TO START G ANY WORK TUhW CII/ C/ ILA MAV? .iN N G 1R'TYP. ` / ' T.% COL PER ENO,. PLAN A 541.-2,1' ' B. MI N, 2 -6 2 -d � ;,;,,T U4• r LEVEL?.Ya GENT - _ rw _ K D ) - , �, }yam I �� \ ■ 4 2 ° 74'0c RIGID N6ILATION FER ARCH, ` .. .... i € -�_ ° - __ Q• _ _ _ �s ! fl jj # LI1 1E --_- IIII���, I °4 CENT RIGID INL9ULATION PER ARLFL RENE. FER FTG SC ED. - - • I D .. ° - I I • ,. L. ...I RIGID NBULATION PER 4 INSU N. • • . • '• ° fr / //` //` / /f /\� /`\� / /\\/ /�` \y / /`\ //. SEE FOB. PLAN \ A//>: E /\ /% //% / SEE RAN D K �. BEE PLAN BALANCE G IPFORMATIOk O � .. O ° • O $: � R ly / \� \ �% \/ \• /\ pq / / � y /. ✓ / p � I.p` / / \ / /.� // SEE FWD. FLAN PER DETAIL -2 THIS SHEET TURN DOWN SLAB AT DOOR CONT. FOOTING DETAIL NEE a .ME. TYP. EXTERIOR COLUMN FOOTING. FOR SIZE 4 F£RP. TYP. INTERIOR COLUMN FOOTING SCALE: 3/4•.1' -0• _ _...... SCALE: 3/4•.1'4' 2 / SCALE. 5/4•.I -0• 5GALE. 5/4' .O• 2 ^ HE SHEAR WALL PANEL 'lu1 THICKENED SLAB EDGE WWlt CONCa$TE 6LA15 ON GRADE m { b s • , � ' i .. POUR IN PLACE TAE OOiTOt14' - 0' G Ail AF LOLU•N PER FOUNDATION FLAN EA. B Ik1'- 2k1' -6• Y- 0X!' - ®' BLOGCOJT =NC SLAB PER FOUNDATION RAN - 4 7 -2' • 9'oc - / ALT. SIDES / . ROUGHEN SURFACE ® ,• r 1111 lull �I r ® I � ■ ■l i 1141 BALL AFTER PRE - OAST S4EAR UALL PAM:ERECT 4 3 TIE&©• 3 o4. W ( {}p3 • I 10 O. ,. •BOTTOM ! ,:. SNEAK ULCI.L PANEL C , .1 TO MATCH of ® - STEEL •WALL e U4 ' • ' 1• LEVELINIS GROUT ST ORE - PER ASH. M. I i .w Q D - / / o c tb,o., M • ° M �.. D .. D ° _ p 6 -. p C ° .. - i° . - /� � r +e • f1J ��R limit( I p e • �: o °o. /\ \� �� \� ` '\ / %// � / //7 L T 8 TO CONT. SLAB @ STOREFRONT // g• r< e e 6 > p A D c A ° I S/ ° / ,__- A' p/e Q / p 0 /i/; / i /, f� / /`�i / SEE EN C. PLAN 5HEAR WALL FOOTING SEE PLAN FM FOOTN5 I LI ',, 3'CLR 3' -\ , CLR , SEE PLAN FOR FOOT. S. • REM. Si. [ REINFOR.1T @ PANEL END FOR SIZE 1 fERF. ROOF / CRANE COLUMN 5HEAR WALL FOOTING CONNECTION 5f.ALE: 3 /a'.I' -0' SCALE.. IQ'.1' -0• E: I/2 -0' 1 SCALE: 5/4'.1' -0" `� 1' NON -e RPK GROUT FROVIGE CJ. OR CLJ. 2m' - ON CENTER MAX i _ 1NICK D SLA EDGE EMERIOR CDC 9LAB IXJ GRADE -- i e8 CON ® _ 9 - PERI 6' GCTK. BLBE ON GRADE •4 6"''''''' 17 . 04.E111.. ' IZ`o.EILL [7 }9 EDGE BARS b' L.IP. COJC. WALL W/ •4 • D•oc EA uuY vERT. STEEL + t CF WALL e4 2-2' 9 • 74.04. . • •• PRE CART PANEL ©L •4 2I-2 ° 74 EL E (31- - MR a EA PAFFJ. LEG •4 OONT. 8LA6 c,,,, GRADE PER FGtrD. RAN 4 ° O OC 1 :2',"1---EA m 6' LONG. '� WALL T TP4 C� WAY - - -� IR' 9��- =alt '° ��i� - .� r".. \ \` /• ��_, 1 'l • Q O° Q �b o0 • \ / . /Y /.\/2 2 L �� - - - - e A D (3) -5 CONT. ' IIMS 4 • • 24'04. D A A ,---1- - - - e /V S. FOOTING i�� ///2,, I } 1 "' • •4 • R'°c. EA WAT }� �� \ +' ■ v/ -/ EGL 6 EQ PER RANI IBAI.ANGE OF INFRII4A710N PER DETAILS THIS SHEET THICKENED SLAB EDGE @ CANOPY WALL ELEVATOR PIT SE TRASH ENCLOSURE WALL DETAIL CALE, 3/4•.1' -0• Q SCALE: 3/4•.1'4• I SCALE, 5/4 1 II SLATE: 3/4 ° .I'-0 . I P jv/) S ��j� v /\ J 1" S( STRIP CLO STRIP JOINT ( CS , SLAB ON GRADE pgN FOUDATION PLAN WI.' -V PLAN BAR • 246E FLAME CUT 1 GREASE OE END • COMMOTION JOINT ONLY • CLOSURE STRIP USE •4.. -CIF • 24.04. CONK. SLAB ��"" OR EP 1/!' SAW CUT ON GRADE S 1 OR TRIP / 9 TAB. °• FOND. PLAN xV41.0- Z _ /_ •ITIMIIIII I 2' - /- •4 BARS z 3' -0' • .4 ® I • 24'oc. 24'0.. • O.S.J. • F TG FEIMF. � ( //J il • D " .o•. °. oo "O Fo ° 9°.�Q o�� o Q / \ % � % \ / / / �,� • • / � %• o �• o , , , / .8: ° P ;ib° \4f \' y `/ `� ��z / o \\ \ Y�. Yi \� /� \ {�VX \ / \ \� \ Oi \\\51 \�i\ \' • % �Sg 8 / �j i / :j8;' / °�o \`� /// 0 � o o° °o ` ,��/\Y \ \ /� \�• \ \ \ \� \� ` ' \ \, \� \� .. :CONTROL JOINT (G G.J.) GR .� 7 -0' ° IINEMLNAIIII o 73 m 5 M. 2,1•1101 214 STEP FOOTING G DETA L TI CLOSURE STRIP JOINT DTI_ (GJ) CONSTRUCTION .1OlNTN. SCALE 3 /4 '.MO I 3 0 _:... /4•M-0 t el SHEET OF z 0 H _z zco HS sa w< > pW 66IQ O U� 0 x a < O W o 0 3 uJ 1 V, SHEET 1A 141 DOOR SCHEDULE (5UILDING SHELL ONLY) ROOM FINISH SCHEDULE (EUILDING SHELL ONLY) l DOOR >' DOOR SIZE DOOR TYPE FRAME HRDWR GROUP REMARKS CEILING FLOOR WALLS L PAIR 3' -0" X b' -6" X 1 3/ STOREFRONT ALUM'NLM DOORS ALUM. PER MANUFAGT PART GF CURTAIN WALL SYSTEM ROOM >< ROOM NAME FINISH HEIGHT FINISH REMARKS BASE I NORTH SOUTH ! EAST WEST 2 ELEVATOR ELEVATOR STEEL PER MANUFAGT ART 0= ELEVATOR CONTRACT 101 LOBBY OPEN/DNB 8' -6" TILE /WALK OFF MAT TILE Gwg =HINT GuRTA N A Iva_ , A , N7 0 5 PA N- 3' O X T' -O" x13/4" SOLID GORE WOOD DOOR HOLLOW METAL A SIG NAG-E. ELEVATOR MECHANICAL ROOM 102 ELEVATOR PER MANUFAGT. CARPET PER MANUFAGT • PER v,a rAG'. ° =R MANU =AG °ER MANU SOLID GORE "HOOD DOOR - 10,0, METAL B SIG4AGE: MEN /WOMEN 8 AGGESS'BILIT" 103 ELEVATOR MECH. UNFINISHED CONCRETE - - NONE GWB PAN 0, PPNT °A, PA., 5 3 O" x " -O" x 13/4" SOLID GORE WOOD DOOR HOLLOW METAL B SIGNAGE. MEN/WOMEN 6 AGGESS:BILITY 104 MAINTENANCE UNFINISHED I CONCRETE WB 0, NONE 01, PAINT 01/19 PA, WB °AIN 0", FAINT 6 3'-0' X 8 " X 1 3/4" SOLID GORE WOOD DOOR HOLLOW METAL A 105 MEN G01 PAINT 8' -O" TILE TILE GWB PAINT GWB °A, °A. NT OWE FAINT 7 WAINSCOT -6" X 3/4" 3' O' x b' -6" STOREFRONT ALUMINUM DOOR ALUM PER MANJFAGT. 106 WOMEN GWB PAINT 8' -O" TILE 1 0, LE TILE • GWB PAINT DNS PAINT 1 .,713 °AN- OWE °AINT 4 ' - 'LE b 3'-0" x 8 -6" x13/4" STOREFRONT ALUMINUM DOOR ALUM. PER MANJFAGT. 10'1 LEASE AREA 4' -0" GRID 8' -6" CONCRETE -O' WA'NSGO NONE OWE GWE SWF GWB NO TAPE /SCREW ON,_ X 7-, X 3/4" SOLID GORE WOOD DOOR HOLLOW METAL G SIGNAGE SPRINKLER RISER ROOM / ONE HOUR ASSEMBLY 106 SPRINKLER RM. UNFINISHED GWB/PAINT 8' - CONCRETE CONCRETE I NONE DNB PAINT GWB PAINT 0,Ng PANT GWB PAINT NONE 1 GWB PAINT GWB PA', G'NE °A NT GWB °A'M1' � -' � �-O— _...... 3 O X ' O'X 5/4" .- OL -D GORE WOO =DC =� SOLID GORE WOOD DOOR - `OW MZ HOLLOW METAL D _ \E •J:.� - _ - ° 104 St AIR 4 2 ONE HOUR RATED ASSEMgL7 I10 CORRIDOR ACOUSTICAL GLG. GRID 8' -6" CONCRETE NONE ONE DNS GWB DNB TAPE ONLY - N0 PAINT 3 G X 7' - X 1 3/4" q___ ,,,__,,_____ q___ ,,,__,,_____ I SOLID GORE WOOD DOOR HOLLOW METAL G ONE HOUR RATED ASSEMBLY 111 HALL ACOUSTICAL GLG. GRID b' - 6" CONCRETE NONE DNS GWg 0103 Gg GAS 'APE ONLY - NO °AINT .. " " •L • O' 'r.- •••- i. • T, -' • • H•. - -• -- c 11 CORRIDOR ACOUSTICAL GLG. GRID 8' - ' CONCRETE NONE 0 W9 GWB GWB DNS - A°= ONL" - 4O PAINT '. O X 8 6" x 13/4" STOREFRONT ALUMINUM DOOR (ALUM. PER MANUFAGT 2 113 STAIR , 23 6WB/PAINT CONCRETE N GWB PAINT GAS PAN FA NT 0, PANT ' x ° 1 , 3 0 - -0" X : 3/4" SOLID GORE WOOD DOOR HOLLOW METAL D ONE HOUR RATED ASSEMBLY 114 CORRIDOR ACOUSTICAL GLG. GRID b' -b" I CONCRETE (GWB NONE GWB OWE G�W_B OWE TAPE 16 , 3 -O' X T' -O" X 1 3/4" SOLID GORE WOOD DOOR (HOLLO METAL ' A ON, - NO PAINT i 3' -0" X T' -O" X 1 3/4" SOLID GORE WOOD DOOR ,HOLLOW METAL I 9 SIGNAGE. MEN /WOMEN e ACCESSIBILITY 201 UPPER LOBBY ACOUSTICAL GLG. GRID /GWB 8 -6 CON CRETE NONE GWB PAINT GWB PANT 5, PANT ~ GWB PAINT 0 _ 3 X T' -0" X 1 3/4" SOLID GORE WOOD DOOR HOLLOW METAL 9 SIGNAGE: MEN /WOMEN 8 AGGESS!BILITY 202 ELEVATOR PER MANUFAGT. CARPET PER MANUFAGT. PER MANUFAGT. PER MANUFAGT. PER MgNUFACT. I° ELEVATOR ELEVATOR STEEL PER MANUFAGT. PART OF ELEVATOR CONTRACT 203 MAINTENANCe UNFINISHED CONCRETE NONE ' GWB PAINT GWB PAINT ' GWg FAINT GWB PANT 20 3 O' X " -O" x 1 3/4" SOLID GORE WOOD DOOR HOLLOW METAL D 204 MEN GWB PAINT 8' -O" TILE TILE 1 GWB PAIN DNB PAIN "' GWB °AINT PAINT 4•-0" TILE 21 ! 5-0' x " -O" x 13/4" SOLID GORE WOOD DOOR HOLLOW METAL 1 E SIGNAGE: SHOWER ROOM /OCCUPIED 205 WOMEN GWB PAINT 8' -0" TILE TILE GWB PAINT OWB WAINSCOT GWB PAINT IONS PAINT °AINT ,. 22 � ' -O" 3/ 23 I 3 O X -' -O'x 1 3/4" 0 =I• COQ •mac HOL W . " ,�� ••-'_ / -���' 5 GNAc 5H• ER - •O M .• UPIED 2� i STAIR r< 2 GWB/PAINT b' -b" CONCRETE NONE GWg PAINT OWE -O 7 L WAINSCOT 'OWE PAINT PANT PAINT SOLID GORE WOOD DOOR HOLLOW METAL . ONE HOUR RATED ASSEMBLY A 207 STAIR ><5 GWS/PAINT 8' -6" CONCRETE GWB OWE NONE GWB PAINT 6W6 PAINT 01 GB °A PANT 24 3 O x T' -O" X 3/4" 50,0 GORE WOOD DOOR HOL-CN METAL G ONE HOUR RATED ASSEMBLY Ma 206 LEASE AREA 4' -O" GRID 8' -6" CONCRETE 1 GWB NONE GWB GWB GWE /SCREW 25 1 E -O" X 7' -O" X1 3/4" SOLID GORE WOOD DOOR HOLLOW METAL ' G ONE HOUR RATED ASSEMBLY GWB NG TAPE, ONL" /\ `I 26 3' -0 X T' -O " x 3/4" SOLID GORE WOOD DOOR HOLLOW METAL G ONE HOUR RATED ASSEMBLY 1 ". I 27 I 3 O • X 7' -0" X 13/4' SOLID GORE WOOD DOOR i HOLLOW METAL G ONE HOUR RATED ASSEMBLY 8 , 3-0" X T' -O" X : 3/4" SOLID GORE WOOD DOOR HOLLOW METAL G ONE HOUR RATED ASSEMBLY �: NARDUJARE SCHEDULE 1 GROUP A DESCRIPTION j GROUP I DESCRIPTION �1 11/2 PAIR BUTTS 4 4 1/2" X 1/2" D 1 1/2 PAIR BUTTS 4 1/2" X 4 1/2' I LEVER LOCKS," (STOREROOM) 1 LEVER LACHSET (PASSAGE) 3 SILENCES 3 SILENCES DOOR CLOSER " GASKET WALL STOP DOOR CLOSER 1 WALL STOP ONE HOUR 'LABEL ASSEMBLY B r I/2 PAIR BUTTS 4 1/2" X 4 1/2" E '/2 °AIR BUTTS 4 /2' X 4/2" I RUSH PLAT 4' X 12" LEVER LOCKS, (PRIVACY" I PULL 3 S'LENGES 3 SILENCES I WALL STOP DOOR CLOSER i WALL STOP I '. C 1 1/2 PAIR BUTTS 4 1/2" X A 1/2" 'LEVER LOGKSET (STOREROOM) 3 SILENCES 1 GASKET I .. ' DOOR CLOSER • WALL STOP WALL . ONE HOUR LABEL ASSEMBLY 1 j 1 EXIT DOORS SHALL BE 0,NABLE FROM THE INSIDE WITHOUT THE USE OF A. KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXCEPTIONS: I. IN GROUPS B, F, M AND 5 OCCUPANCIES, KEY - LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NOT LESS THAN ONE INCH (25MM) HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES CFA PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. THE USE OF THIS EXCEPTION MAY BE REVOKED BY THE BUILDING OFFICIAL FOR DUE CAUSE. I MANUALLY OPERATED EDGE- OR SURFACE- MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE- I I I MOUNTED HARDWARE, THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT REQUIRED TO BE SAFETY GLAZING SHALL COMPLY WITH REQUIREMENTS OF UBC SECTION 2406 REGARDING HUMAN IMPACT. 1 ;:191.4," RECENED p CRYOFTUK . —" - PERMIT CENTER z 0 H _z zco HS sa w< > pW 66IQ O U� 0 x a < O W o 0 3 uJ 1 V, SHEET 1A 141 8 tiff/71 oaa 'SHEET NO. I IA .'=12 1 OF 14 JOB NO. 96135.00 - - _ FC GONG. WALL PANEL BACKER ROD a SEALANT �— PG CONC. WALL PANEL BACKER ROD e SEALANT / 2 "x4 3/4" I6 GAUGE HOLLOW / METAL GOOR - FILL W/ GROUT 5 3 /a' - 6 ' " t � -- �� -PG CONC. WALL PANEL NOTE: FOR BGORELINE LOC:ATION9 9EE ELEVATIONS AND WAl-L SECTIONS ALUM.S'OREFRON- SEALANT iI P. LAMINATE FINIS" a CONCRETE WA LL PANEL lipp r R -I' BAIT INSUL- a VAPOR BARRIER STVD FURRING ��5 /H GYP BOARD � - > v a R II INSULATION AND VAPOR BARRIER 3 '/2' X 25 GA. M'rL STUDS e 24 _ - _ I DETAIL 1111 SUSP. CEILING EDGE METAL SEALANT ALUM. STOREFRONT rP, CONCRETE HALL °AHED NOTE: TYPICAL AT ALL WINDOWS EXCEPT THOSE TO RECEIVE A WOOD SILL WINDOW SILL DETAIL II I -J. _,Hi TYP. � EXTERIOR 4 ®CORNER PANEL JOINT 4 1 JAME3 e MAN DOOR ®CONCRETE PANEL REVEAL 13 ®HEAD •PER UBC CHAPTER 1, TABLE 1 -15 ITEM ISE WALLS AND CEILING Cf THE GNE HAIR 0018 Inch (No. 25 carbon sheet steel gage) W noel -eheped etude • 24' on center I ENCLOSURE SHALL COMPLY WITH THE FOLLOWING: with one Rdl -length Wye• of 5/8' Toe he gypsum wallboard applied vertical t. attached with I' Icng No. b drywall ans wall arms to each stud. S are B' on tartar around perimeter and 5 /6' TYPE 'X' C•115 IV m cert. on t}n Intermediate stud The wallboard may be applied horizontelly when attedvd (SEE NOTE') to 3%. etude and IM horizentai Jeans are staggered with those m t. opposne side. se fo NV Icrizontal application shell be B' on suitor at vwticai edges dr�d 12' . ca ds at Inter plate etude. II' -0' 3h' SOLID ATTENUAION I I r -- WIRE • 4 g BAIT INSUL OVER WALLS AT1ge. CFORD 4 TOP WALL tI � � � ' � � • •' - '� �� YRS Rel �CM �� • - ��� 3 SOUND ATTENUATING INSULATION WHERE NOTED ON DRAWINGS I WALL GONST_ PER FLANS DOUBLE FACED SEALANT TAPE METAL ?RIM PIECE TG �MATGH STOREFRONT MATERIAL ALUMINUM STOREFRONT �: �- p .1.71 � = � Ag , �� p '. 20 GA . TOP TRACK - SUSPENDED AGGUSTIGAL CEILING BOARD 3 24. X 25 U/ METAL STUD 14' OG W/ 5/8' GLIB ATTACH _/ TYPE • S' SCREWS o 8 O.C. PANEL EDGES t 12' O.G. IN F R -13 BATT INSULATION W/ vAPOR BARRIER CONCRETE WALL PANEL 9' -0' EXTEND WALL TO STRUCTURAL 6.16FENDED ACOUSTICAL 25 gAl1CmE 5 METAL STUDS • 24' ON CENTER R -19 SOUND ATTENUATION INSULATION IN OFFICE PERT IETER WALLS 5/8' TYPE 'X' GYP. BD ON LAYER EA SIDE ATTACHMENT PER NOTE ABOVE• - . I ` \ DECK ABOVE (FLOOR/RO ff _ EXTEND WALL TO GONG. .9 �� am' .� ' �� � . • III = I SUSPENDED ACOUSTICAL CEILING BOARD 24 TIP - ATTACH TOP TRACK TO MAN RIMER OR CROSS TEE • PONT CF INTERSECTION w/ I- TYPE 8 ea. y e' C91B EA SIDE ATTACH w/ T SCREWS • 8' PANEL _ EDGES a 12' FIELD _ A DRIVE e 2 4' AT�CLNC g• WOOD DECK ® 5/8' TYPE 'X' GUT (SEE E, WALLS • 91M DTL - 5 /B TYPE 'X' GLLB (° '��'/ - - � DACH BOTTLT•1 TRACK w/ 14'ac NTO FLR SLAB R DRIVE FASTENER 34,' x 25ga METAL SNDS • 24' 34,' SOND ATTENUAILN BAR NSUL N ALL WALLS �A e WINDOW MULLION DETAIL ®NOR4TEP4TITION CONC. FLUOR SLAB O l HOUR CORRIDOR DETAIL FLOOR SLAB ®I HOUR WALL ()FURRED CONCRETE WALL ()WALL .2 GA. GAL V. HANGER WIRE • 4' 00 3 I/2' METAL STUD FOR LATERAL SUPPORT. ATTACH W/ (2J 146 : SCREWS T O5. EXTEND STUD U T 9T O RCTJRE ABOVE (PER OVERFLOW WITH WIRE SIZE EQUAL DRAIN. THAN DOME DRAINS. 9TALL T TO LEAD FLASHING WITH BASKET STRAINER OF OVERFLOW SHALL SIZE OF ROOF WITH INLET NO hl.HER Y ABOVE MAIN DRI A �- / or ' COMBINED FLASHING COLLAR AND GRAVEL STOP CLAMPING RING OVER MEMBRANE PLIES / LEAD FLASHING A1 EMEND STRIPPING ra INSULATED ROOF ... MEMANE r . �. � • DS 1W25 /e'2GWB SA FLUORESC'� RE 45 D 3/4' PLYWOOD • WA T EER HEATER LOCATION L— �� �� / =: . a - = - - . �t ' J 4 � ii a' �� `� ? y £ 5 I y i 9 l2., TUBE (7 ,ROOF : RIGID FOAM / R p ��j�11 - 45 I� !RIGID STRUT - L. ?� - . ::: RE SHALL BCFT E. VEAL STRUT T GA (L te., ABLE OF i1f GA, F RICK RIFICATION B7 THE CF RECORD WALL IDED. INSTALL N STANDARD D 2 2S-2 5.1 PER SECTION 292. S m 5 r� - ' . •� I �� � 6'x10 GA ^'ITL. J019T m I6' 1 r ATTACH IL• 3 - •6 SCREWS @ .. I W/ R 19 BATT TYPE Q' IN9JLATnON f X -� y IT - 5/8' G. ATTACH WrYPE 'S' . *- m SCREWS • e' PANEL EDGES a ? ��C I2' FIELD ∎' S A ► < LL S 5/8' WATER RESISTANT Cu. ON p ' . ( W TYPE ' S SIDE ONLY ATTACH F �� s W/ TYPE 'S' xREWS • 8' P ANEL -S ` EDGES 4 12' FIELD • a .�^ 3 1 X U GA. METAL STUDS W/ e 3 Ill' SOUND B ATT INSULATION 14 ROOF _ �,. 12 ° ® OOF STEEL REINFORCING P AMING NOTE: vERIFY LOCATIONS WITH OER /ARCHITECT tLLIN HATC SECTION _ R SEPARATE OVERFLOW LINE PER PLUMBING CODE REQUIREMENTS DRAIN DETAIL p O RO P SU B S. H PRIMER ON TOEFORE STRIPPING UNDER DECK CLAMP s DRAIN TI TO ROOF NE DRAIN'TIGHT LINE SYSTEM PER PLANS VALANCE ®SEISMIC RAGING AT CEILING /+/ R®ESTOOMG4T R MULLION BEYOND EL. 11' -10 2/B" 8,11 /,•I -m , ®ESTOOMLU4LL 1X P.T. TOP PLATE METAL FLASHING SHIM OR SLOPE TO DRAIN LEAD CAP All" © ROOF HATCH CURB �-' KAWNEER 1600 WALL VERTICAL MULLION V\ In' Q OF CANOPY WF PREFINISHED METAL ROOFING ON BOtt FELT LINER ON PLYWOOD SHEATHING LROOFI GA GAUGE METAL ,O _` TRUSSES PER \ STRUCTURAL ate I" I,I1 = SOLDERED LAP SEAM ROOF MEMBRANE METAL PITCH DAM KAWNEER 1600 WALL HORIZONTAL MULLION OR SILL BELOW - 1 ` \ t� - J ' —e / / -» - em `Q O 3 0 m W = L 0 M = ■ MI �_ • — - - ■ _ _■ ATTACH •ROOF 3/ 8' BENT PLATE ATTACH w/ 1/4,3 ANCHOR BOLTS TO SOLID BLOCKING PROVIDE OSHA SAFETY GAGE PER CODE 1.QUIREMENT9 ABOVE 8' -0' A FF. Q Z�� J LL tt - CLEATS AND FASTENERb FOR FLASHING UP BENEATH GAP FLASHING pot ROOF MEMBRANE FIBER CANT MU�LION ( \II � . ` 1 I I 1 DARK ANODIZED PREFINISHED SHEET METAL FLASHING -- - - `\ SHIM AS REQUIRED i r j INSULATED GLAZING /OR SPANDREL NUOUS 4 jj�III jj NI9HETAL R �� NEOPRENE WINDOW GASKET WISX31 ,-.- BI RD SCREEN PREFINISHED SHEET METAL GUTTER TO 2 /4" DIAETER DRAINLINE DOW N� OUT FROM GUTTER ' Jr /I ::::i:crI STRUCTURAL "19 Vi■PYAMWM'■IIMMININNY/ E \ l _ 1 _ _ _ ~ I I METAL ROOF DECK PER STRUCTURAL 17 ROOF VENT DETAIL I ll ` 14 GA. STEEL PLATE WELDED -- I TO UNDERSIDE OF DECKING I VENT PIPE DIA. VARIES .E MECH. REQUIREMENTS © MATCH ROO EL. ® SOFFIT I P =PMi OEM' 5 ` DTL, OF CANOPY' e CURTAIN UJAL L I f. PARAPET F l METAL ROOF DECK / PER STRUCTURAL NOTE: VERIFY LOCATIONS W TH OLLNER / ARCHITECT @ROOF LADDER DETAIL ' EL 8' -5 1/2" ` REFINISHED SHEET METAL FLASHING TO MATCH ROOF // LINEAR METAL . SECTION CEILING CONCEALED D OWNSPOUT le. i'v, SCALE. I IR' • I' 0' \ NO SCALE SCALE: I I!1 • I - 8 tiff/71 oaa 'SHEET NO. I IA .'=12 1 OF 14 JOB NO. 96135.00 KG"- I �✓N T TREADS B d ST ®.1.. JANITOR'S SINK UP STAIR • 3 10 SPRIN RISER RM. BUILDING COMMON CORRIDOR ENL4,I GED STAN # 1 i)L,4N I0 25 STAIR u 2 MIN. �� OF j lu 25 -0 WILDING COMMON CORRIDOR 0 'READS ENLAfRGED STAIFR # 2 fi L/4N ScAle: 1/4' • I' -0' MIN Sce1e: I /4' • 56416 1/4' • 1' -0' ENL 4�C�ED ST 41 # 3 f=> LAN /o. tee AREA OF EVACUATION ASSISTANCE IN 1 1A1 -039 II TREADS 0 II" r 4D' MIN. 2ND FL1°_ ST,41FR # 2 1 P 14 .!:.METER U ED - OUNTED ON WALL 10 ST41i� SECTION Scale. IR -1 -0 I ! /4'X1 I/4'XI/9 STEEL 4NGLE SUPPORTS Im' Tm. -'""L s-RwGER GLIPc WE D_D TO STRINGER STAIF SECTION � AREA OF EVACUATION ASSISTANGE SECOND FLOOD ENLAFRC-ED STA11 # 3 TJBE STEEL HEADER - 64-78111:4? Scab: In • I -0 6666 1/4 • 1 -0 NOTE: PER 'UBG 1104.2.1 WHEN A PORTION OF A STAIRA,' LANDING WITHIN AN EXIT ENCLOSURE IS USED AS AN AREA OF RESCUE ASSISTANCE, IT SHALL BE VENTILATED TO THE EXTERIOR AND BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY NOT LESS THAN ONE HOUR FIRE RESISTIVE DOOR ASSEMBLIES. NOTE:AREA OF EVACUATION ASSISTANCE SHALL BE IDENTIFIED BY A SIGN. THE SIGN SHALL COMPLY WITH SECTION 1013.3 AND 1013.4. TELEPHONE OR TWO -WAY COMMUNICATION SYSTEM SHALL BE PROVIDED BETWEEN EACH AREA FOR RECENED EVACUATION ASSISTANCE AND THE PRIMAryOETUKWI ENTRANCE. IT SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1106.2.4. 0 /33 R E b D •' ,1 •I' /�1 III PERMIT CENTS $Htr:T A G9 OF 14 jO0 Na 96135.00 t!U11111 . T r 1111111N1 1 V 1 I n MEM DN STAIR 4 3 KG"- I �✓N T TREADS B d ST ®.1.. JANITOR'S SINK UP STAIR • 3 10 SPRIN RISER RM. BUILDING COMMON CORRIDOR ENL4,I GED STAN # 1 i)L,4N I0 25 STAIR u 2 MIN. �� OF j lu 25 -0 WILDING COMMON CORRIDOR 0 'READS ENLAfRGED STAIFR # 2 fi L/4N ScAle: 1/4' • I' -0' MIN Sce1e: I /4' • 56416 1/4' • 1' -0' ENL 4�C�ED ST 41 # 3 f=> LAN /o. tee AREA OF EVACUATION ASSISTANCE IN 1 1A1 -039 II TREADS 0 II" r 4D' MIN. 2ND FL1°_ ST,41FR # 2 1 P 14 .!:.METER U ED - OUNTED ON WALL 10 ST41i� SECTION Scale. IR -1 -0 I ! /4'X1 I/4'XI/9 STEEL 4NGLE SUPPORTS Im' Tm. -'""L s-RwGER GLIPc WE D_D TO STRINGER STAIF SECTION � AREA OF EVACUATION ASSISTANGE SECOND FLOOD ENLAFRC-ED STA11 # 3 TJBE STEEL HEADER - 64-78111:4? Scab: In • I -0 6666 1/4 • 1 -0 NOTE: PER 'UBG 1104.2.1 WHEN A PORTION OF A STAIRA,' LANDING WITHIN AN EXIT ENCLOSURE IS USED AS AN AREA OF RESCUE ASSISTANCE, IT SHALL BE VENTILATED TO THE EXTERIOR AND BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY NOT LESS THAN ONE HOUR FIRE RESISTIVE DOOR ASSEMBLIES. NOTE:AREA OF EVACUATION ASSISTANCE SHALL BE IDENTIFIED BY A SIGN. THE SIGN SHALL COMPLY WITH SECTION 1013.3 AND 1013.4. TELEPHONE OR TWO -WAY COMMUNICATION SYSTEM SHALL BE PROVIDED BETWEEN EACH AREA FOR RECENED EVACUATION ASSISTANCE AND THE PRIMAryOETUKWI ENTRANCE. IT SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1106.2.4. 0 /33 R E b D •' ,1 •I' /�1 III PERMIT CENTS $Htr:T A G9 OF 14 jO0 Na 96135.00 _ �1. 2 ■■ ■■■ ■■■ ■■ It MIEN MIMI 1 , _1■�\■■■■�■iiiI 1 1 ■■■■■■ ■■ ■■■ ■ ■ ■N IMMINEMI ■ ■ ■ ■N■■■ O � 111MI WI ■-■ 1 1 ■ ■■■■ ■ ■ ■E _ _= _ImmullEtaimumromrommonpommliinuougmom --- Nommmlift■' 1m' mm = =rte =0111MMENI= SF� @R LE ,St KtA LE4 E A - - A 11 s LOBBY 5T 5T IR NO:3 119 In WIP•■■•■ LEC BUILDING GROLINE BUILDING STRUCTURAL COLUMN CONCRETE WALL 'PANEL E✓ GET'NO'E DESIGNATION 4 ROOM NUMBER (REFERENCE ROOM FINrSH SCHEDU BULDING SEC DES,GNATI, 0 -} 2' -0' X 4 -0' l3: ? - UBE FLUORESCENT i R TROFFER LIGHT FIXTURE INSTALLED WITH SELL GONSTRJCTICN 2 -0' X 4' -0' SUSPENDED CEILING GRID GYPSUM BOARD CEILING NO CEILING N TH15 AREA IOPEN TO STRUCTURE ABOVE) • VALENCE _IGHT IN R _NEAR METAL SOFFIT C BUILDING • EXTERIOR 4' - 0' k 4' -0' CEILING GRID • SuRFACEMOUNTED F_dLRESCENT FIXTURE INSTALLED WITI- BUi_DING SNELL CONSTRUCTION RECESS CAN LIGHT FIXT :RE %1Y y KE°r - NOTES D11 -D 5 -0' X 8 -0' MECJAN'CAL (RYA, CHASE 60' X 33' MECHANICAL SHAFT COFFERED CEILING (GYP. BOARD) O 0 FIRST FLOOR REFLECTED CEILING FLAN I _ -6' } 5 -0 , r 5-0., 5 -0. j 5 _ 0 ., 5 -0 „ X 5 -0 - 5 -0, Y 25'4" 25 -0 T -6' L 5.. y 5 25'4" r 50 I2-Cy 6+ I L? I STAIR NO- I � ;2 1 5' -0' LEASE AREA ; 26 , 26 ; 5. 0 5 0 5. _0= 5= 5' -0' l 5' -0 ; 2-6'1 LEASE AREA LE KE`r — NOTES O' GRID_ NE F ',ARE ROSS B_E RES'ROOM EXPANSION UNDER SEPARATE T °E53 - 11T APPLICATION B,LDING STRUCTURAL COLUMN 2 _NE OF SECOND 5_00R ABCVE CONCRETE AAA_ PANEL JANITOR '5 SINK DOOR NUMBER !REFERENCE DOOR SCHEDilLEi DRINKING FOUNTAIN FRAMED ,laLLS °ER DE, L5 REFERENCED ACCESSIBLE SHOWER STALL 0UT6RE 0ALLS !FRAMED) UNDER 0I. PER". - 6 FLOOR DRAIN STRJC - LRA_ AALL PANE_ NUMBER DESIGNATION KEYNOTE DESIGNA *ION ROOM NUMBER !REFERENCE ROOM FINISH SCI- !ED'J'LE: BuILDI.NG SEC DESIGNATION 25 -0' � 20 -0' 0 0 5 -O" 5' -0 5 -0' 25' -0' 0 4 EQUAL WINDOW SPACINGS 0 k -b ; ' 1 I.I 1.111111111111 _ jfI STAIR NO ��= II�p 1•u L Alb LINEOFENTRY OPY ABOVE j_ CAN I — I CONC. PANEL5 SUPPORTI ENTRY CAN OPY 5 EQUAL WINDOW SPACINGS 25'-0" 0 i 6 1 LEASE AREA 25' -0" 25 _' FIST FL OOFR. PLAN _ H 5 -0 " X S -0' 5' -0" L 5' -0 25' -0^ ❑ y 5 -0' ; 5' -0" ; 5 -0" 5' -0' ,• scale: I/5 1 •0 _O' 5 -0. j -p -. -6 1 -0 E O O O Q of 0 O RECENEO CITY OF iUKW REVISION NO.1 D1:rT_ O5'D sHEET 0 14 I JOB N0 96135.00 I Drown by: SL Designed by: KRE Date: 11/14/97 I Scale: 1"=30. Project Title: DENT j j FO DE i t 11I vi Revisions: 1 }'e client 1- /afo2 9 S a .D !T h _, se, s r 4,4 ctrcA. C:han9e5 r'2../PS Pro° =cWo. No. 1 Sheet No. 96.032 1 L -1 Sheet Title: q r PLAN LA1 kJL. rr I'1 V EX. MAPLES TO REMAIN 24 LIOUIDAMBAR STYRACIFULA 4 CERCIDIPHYLLUM JAPONICUM SPRINKLER VAULT LOCATION 0.4227- S31 5 PRUNUS SERRULATA 'AMANOGAWA' RYE FESCUE GRASS LAWN 12 PRUNUS LAUROCERASUS 'OTTO LUYKEN' PLANTERS REFER TO DETAIL FOR PLAZA PLANTING 62 EUONYMUS ALALTA 12 PRUNUS LAUROCERASUS 'OTTO LUYKEN' 7 PINUS SYL` /ESTRIS 10 ESCALLONIA LANGLEYENSIS 'APPLE BLOSSOM' �w � - v 9` 18 CORNUS STOLONIFERA EXIST. TREE TO REMAIN Cr OF 20' DEDICATION REC. No. /908230299 EXIST. CURE 12 ARBUTUS UNEDO 24 ROSEA RUGOSA ASPHALT TRAIL PICNIC TABLE 13 ROGA RUGOSA BENCH HEDRA HELIX ' BALTICA' Q 9" O.C. 30 PICNIC TABLE 12 SPIREA THUNBERGII 43 NANDINA DOMESTICA Ct OF 20' DEDICATION REC. No. 1908230299 16 CORNUS STOLONIFERA BENCH \ 12 VIBURNUM TINUS 30 11111 ■ ■ Scale 1" = 30' 23 ROSA RUGOSA 60 90 15 RHODODENDRON 'HINODEGIRI' 12 RHODODENDRON 'THE HONORABLE T _ DOD 1 JEAN ODOR DE ON TH UE' AlrlillimilillIMINIV„i: t by ■11111®!® ® ®f11 minimmommovimpha nrariummim P ' r i PURPMU ECTU 1I Min mi lTR ■■■■ ■■■■■■■ 111111111111111111111111111111111111 N 56 °15'11" W 234. Environmental Planning Civil Engineering Landscape Design & Project Management Services IRRIGATION SHALL BE DESIGN BUILD Urban Design, In 611 Market Street, Suite 3 Kirkland, Washington 98033 (206) 822 -4886 Fax (206) 822 7870 Hawaii Office: Kahului, Maui, Hawaii 96732 (808) 871 -5701 10 0 15 RHODODENDRON 'LEDIFOLLA ALBA' SEASONAL ANNUALS & PERENNIALS FOR COLOR 10 Scale 1" = 10' F8 PIERIS JAPONICA HED RA HELIX 'BALTICA' @ 9" O.C. 20 30 RECEIVED CRY OF TUKWILA DEC 1998 PERMIT CENTER CDNNE7 D EX. WAT = LINE (PER STD PLAN W - 6 — — — T —b GAZE VALVE EX. 12' WIDE 2' BREAK / ASPHALT TRAIL _ _ IN CURB (1YP.) EX. 8" W EX. 8" SS U— 1 frui : EX. 8" W EXISTING CURB CONNECT TO EX B WATERLINE EX. 8" SS 45• BEND \\ W ilb \ \ �F TRAN'7Et \ \ \� j Ji* i ns 1 r • TRASH RACK Ck OF 20' DEDICATION REC. No. 1902230299 EX. MH ocKERy 75 LF 6" PVC SANITARY 3.5' MAX S= 1.00% MIN. BENCHMARK: NCVD MON. D -408, BM DISK ON THE SOUTH FACE OF 5TH COLUMN IN THE SR 181 MEDIAN AS IT INTERSECTS 405 OVERPASS , 18' WEST OF THE CENTERLINE OF WEST VALLEY HWY AND 3' ABOVE GROUND. 8M EL= 29.734 (NGVD) 90' BEND B C ING B"X6 REDUCER EXIST. CURB ASPHALT TRAIL N 6335,9' E 277.60 ASPHALT RAMP ACCESS AND MAINTENANCE EASEMENT FOR KING COUNTY FLOOD CONTROL FROM TOE OF RIVER TO TRAIL. Ct OF 20' DEDICATION REC. No. 1902 BEAN HIGH WATER ELEV. 18.3 9000 CFS TRASH RACK NOTES: 1. REFER TO THE CITY OF TUKWILA'S PUBLIC WATER WORKS CONSTRUCTION AND DEVELOPMENT STANDARDS." CITY OF TUKWILA WATER AND SEWER STANDARDS FOR CONSTRUCTION SHALL APPLY. 2. WATER PIPE SHALL BE DUCTILE IRON, CLASS 52. 3. WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY -SIX (36) INCHES BELOW ROAD RIGHT -OF -WAY, BELOW FINISHED GRADE. ALL WATER MAINS AND SERVICES WILL NOT BE MORE THAN SIX (6) FEET BELOW FINISHED GRADE. 4. ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLOCKING. TIE RODS AND JOINTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ONSITE MIXING OF CONCRETE IS NOT ALLOWED, REDI -MIX ONLY. (REF, PLAN W -1 AND W -2). ALL TIE -RODS SHALL BE PAINTED WITH A MTTUMINOUS COATING. 5. ALL CONNECTIONS SHALL BE MADE TO EXISTING PIPES BY WET TAP. ALL SIZE ON SIZE TAPS WILL REQUIRE A FULL CAST IRON TAPPING SLEEVE (MEULLER TYPE). WHERE CUT -INS ARE PERMITTED TO BE MADE IN EXISTING PIPES, THE WORK SHALL BE CONDUCTED AT SUCH A TIME AND IN SUCH A MANNER AS TO MINIMIZE THE INTERRUPTION OF SERVICE. CUT -IN TIME MUST HAVE PRIOR APPROVAL BY THE CITY. NECESSARY PIPE, FITTINGS AND GATE VALVES SHALL BE ASSEMBLED AT THE SITE READY FOR INSTALLATION PRIOR TO THE SHUTTING OFF OF WATER IN THE EXISTING MAIN. ONCE THE WATER HAS BEEN SHUT OFF, THE WORK SHALL BE PROSECUTED VIGOROUSLY AND SHALL NOT BE HALTED UNTIL THE LINE IS RESTORED TO SERVICE. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF GIVING AT LEAST 48 -HOURS NOTICE TO THE CITY AND AFFECTED CUSTOMERS IF INTENTION TO DISRUPT SERVICE. 6. THE DEVELOPER SHALL PROVIDE THE CITY WITH 30 DAYS WRITTEN NOTIFICATION PRIOR TO CC,,NECTION OF THEIR SIDE SEWERAGE FACILITIES TO THE PUBLIC SANITARY UNES TO ALLOW THE CITY LEAD TIME TO TAKE THE APPROPRIATE MEASURES TO ELIMINATE OR REDUCE THE I & I IN THE PUBLIC SUSTEM. 7. BACKFILL MATERIAL TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D 1557- -66T. 8. ALL PIPE BEDDING SHALL BE PER CITY'S STANDARD PIPE BEDDING PLAN, S -8, WITH ALL SANITARY SEWER PIPE HAVING TYPE 2 BEDDING AS SPECIFIED BY THE APWA /WSDOT STANDARD SPECIFICATIONS. 9. BEDDING FOR PVC SEWER PIPE SHALL EXTEND AT LEAST 6 INCHES ABOVE THE CROWN OF THE SEWER PIPE AS SPECIFIED IN THE CITY'S STANDARD PLAN S -8 AND APWA /WSDOT STANDARD SPECIFICATIONS. 30 0 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 82.. 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 871 -5701 City of Tukwila ROCKERY rat DATE: 11/15/96 RS -5 30 Scale 1" = 30' Urban D Inc. Environmental Planning Civil Engineering Landscape Design & Project Management Services No strusfuns. nwdweys. of paf .q Sots M this 1• aerw.e ee eatotl basin. - - -- r t oueet� m ...barb. NW 60 90 Project Title: • . / rates No footings of structures (inoludinci v / Trothd'Wq backlit min.12' / olds Myer of 2'-4' qummy spot. adkaent to rooks . Stable art fan . net. mots. moron .00l.d . 2' ca.or awn p+pc Tin. r gra+l undo, pip.. tr .ids t1.. e' dam opssrrft.� wC. SCR 33 p- s/ X10 1127e /tiro 3034: 1X eantbwnerr slaps to oW.6 pips oeaped M 8tsr TXd (taraN or srpir.) Pow pbo bslween reeks VVWW FACQNL RCCKFRY Ara MCAT PIRF 1. Rock shad bs sound and haw minimum amity of 160 pounds pr cubic foot 2. 111s long dkn.u.n of as rocks al.Y ks hoped perp- .dnadr to the soli Each mek ehoad ben an toe rooks In tha dor W./ 3. Rock.. aw .eotan —antral sauduos, not .ea.. 71aN.e ma must b. stable and n ana f«.. 4. bnorsssd wring surface abase and adppnt m radwles am 30' M height Moll be sowed by a rail conforming to WIC 1711. 5. Nee rook "s 2 —mar minimum. (2 me reek - 200 -700 . 15 4. _'aP drastrq for 0Y ndi.q met t. city appro.. pear to febneaest. FORT DENT 111 o v q \ WATER and SEWER PLAN m A m Cm O TUKWILA OEC 2 9 1998 PERMIT CENTER Revisions: 1. REVISED PER CITY REVIEW 3/28/98 2. REVISED WATER ALIGNMENT 10/13/98 3 3. Rev +0 acid recke, IDry '�isii7y' liner and art)! Ch4er JeS /$./..4/F 9 Project No. Sheet eet No. 96.032 1 C -2 Drawn by: SL Designed by: KRE Dot-: 11 /14/97 ` Scaly 1 " =30' l Project Title: ° - FONT DENT 111 Revisions: - " "` - -_u -l ` 1. REVISED PER CITY REVIEW 3/26/98 2. REVISED PER CITY REVIEW 4/20/98 3. mc k acid and arch . CNMI I /.2/.2r/98 Sheet Tide: STORM and GRADING PLAN Project No. 96.032 I Sheet No. 1C-1 X. 12' WIDE ASPHALT TRAIL " E 5328_ ASPHALT PAVING SE DEATIL PARKIN: Ere, TO 7 lc H o-AD AIDS 2,7 i I -° x.7 I i fT 40 11D741 UDECi CUr�B 1WAR SEE DET' L t DCDV \ \ \ \ \\\ ; 11) \\\ \ v \ \� \\\ \ �\ \ \ \ \ x\04 VOU W .S. . t / 5 -' / • . ....' ,:; 6 / / i CB ; 1 TYPE 11 -48" 3iD FRAME GRATE R1M =26.4 IE =19.52 11E TO EX. 18" STORM EX. 8" W EX. 8" W EX. 8" SS D SEED %DIRE CONVEYANCE SWALE 2' BREAK IN CURB (1 P -) EX. 8" SS \ � \ � I \28.5 \ \\\ N TRANSPO1Eik \ \\ 1 \\ \ 1\ I I t 42LF8 "PVC l \ \ \ S =2.00% MIN. 11E ROOF DRAINS TO CB EXISTING CURS EX. 18" STORM WIDTH VARIES WIDTH VARIES 13' UN 2.2' ► 3 MC CE OF 20' DEDICATION 1G. No. 1908230299 RocKERY U. 22.67 .'..S MAX EXIST. CURS TRASH RACK CONVEYANCE SWALE 2' SHOULDER M. 5% SLOPE BIOFILTRATION SWALE " w..: 25 /7 N 6315'49" E 217.80 (R) EX. 12' ASPHALT TRNL EX. 12' ASPHALT TRAIL ACCESS AND MAINTENANCE EASEMENT FOR KING COUNTY FLOOD CONTROL FROM TOE OF RIVER TO TRAIL. ASPHALT TRAIL ACCESS EASEMENT TO EX. TRAIL EL. 22.80 ASPHALT RAMP BIOSWALE SEE DETAIL THIS SHEET CL OF 20' DEDICATION REC. No. 1908230209 CONVEYANCE SWALE START OF 2nd SEGMENT BIOSWALE 100' BIOSWALE SEE DETAIL THIS SHEET \2' PARKING OVERHANG (TYP) REMOVE EXISTING CULVERT END OF BIOSWALE NOTES: DRAINAGE BASIN AREA = 85,590 S.F. TOTAL AREA: 99,760 S.F. = 2.3 ACRES IMPERVIOUS AREA: 71,219 S.F. = 71% PERVIOUS AREA: 28,514 S.F. = 29% CUT: 3,220 C.Y. FILL: 1,160 C.Y. Environmental Planning Civil Engineering Landscape Design & Project Managemert Services ' . N. 5$47'.17' ..'.5379_ \ 1 31 fl 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS REQUIREMENTS AND THE LATEST EDITION OF APWA STANDARDS & SPECIFICATIONS. 2. LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS TO AVOID DAMAGING EXISTING UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY CONSTRUCTION PERMITS. 4. ALL TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST D -1557. 5. DUCTILE IRON PIPE SHALL BE CLASS 50. 6. FILL AREAS SHALL BE SCARIFIED AND COMPACTED IN 6" LIFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST D -1557. 7. EXTRUDED CURBS SHALL BE KING COUNTY STANDARD DRAWING No. 9. 8. ALL PAVED AREAS SHALL BE TESTED FOR CORRECT WATER RUNOFF BY FLOODING IN ORDER TO PROVE ADEQUATE SLOPING AND SHAPING OF PAVEMENT. 9. CATCH BASINS TYPE I AND TYPE II REFER TO APWA STANDARDS AND SPECIFICATIONS. 10. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. 11. STORM SEWER PIPE SHALL BE AS NOTED WITH APWA CLASS "C" BEDDING MINIMUM. A. 8" SHALL BE ALUMINUM, HELICAL 18 GA. WITH 1 -1.5" X .25" CORRUGATIONS. B. 12" - 18" SHALL BE ALUMINUM, HELICAL 16 GA. WITH 2.25" X .5" CORR'U'GATIONS. ALL STORM PIPE SHALL HAVE RECORRUGATED ENDS AND RUBBER GASKET CONNECTIONS. 30 Urban Design, Inc. 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fax (425) 822 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 871 -5701 - -� _81 jg� n EXTRUDED CURB Scale 1" = 30' 81 B BENCHMARK: NGVD MON. D -408, BM DISK ON TH' SOUTH FACE OF 51H COLUMN IN THE SR 181 MEDIAN AS IT INTE' :,'TS 405 OVERPASS , 18' WEST OF THE CENTERLINE OF WEST VALLEY ,18" AND 3 ABOVE GROUND. BM EL= 29.734 (NGVD) 60 90 N 63'3549" E 217.80 (R)) ELEV. 18.3 9000 CFS 1\10 1 -- cm OF TUKWILA i PERMIT CENTER Drown by Si Designed by: KRE Date: 11/14/97 Scole: Project Title: FORT D ENT 111 Revisions: .. PER CITY REVIEW 2 REVISED WATER ALIGNMENT I:, I3 ' ?a Sheet Idle: bJ96 {i{ Af t/ �`'�j� WATER WATER end SEWER p d � A hi b C6 al Y \ Project No 966,8`32 !Sheet No. (C -2 2' BREAK FF=28.5 12' WIDE ;`ASPHALT TRAIL IN B O P . ) P.) \ f% �` i- - - `\ / sJIrN[ = r �`�� >� ' 1(2 W ?TER 11 0 EX. 8" W EXISTING CURB ROPOSED STO SEE SHT� 1 215' BEND BLOCKING 'ECT TO EX WATERUN EA R" SS EX. MH/ RIM =24.20 1E =18.10 IELD VERIFY) ¢ OF 20' DEDICATION REC. No. 7108230219 618'X6' TEE • — 6EL�RIfd� - EXIST. CURB \ 75 LF 6' PVC SANITARY s= 5.00% BENCHMARK tir.,viS MON. D-408, BM DISK ON THE SOUTH FACE OF 5TH COLUMN IN THE SR 1 MEDAN AS IT INTERSECTS 405 OVERPASS 18' WEST OF THE CENTERUNE OF WEST VALLEY HWY AND 3 ABO \'E GROUND. BM EL= 29.734 (NGVD) N 637519 \--EX BLDG r ASPHALT TRAIL 217.66 (R) Q OF 20' LEDICATION REC. No. 190823029 ACCESS AND MAINTENANCE EASEMENT FOR KING COUNTY FLOOD CONTROL FROM TOE OF RIVER TO TRAIL. I . REFER TO THE CRY OF TUKWILA'S PUBUC WATER WORKS CONSTRUCTION AND DEVELOPMENT STANDARDS." CITY OF TUKWILA "WATER AND SEWER STANDARDS FOR CONSTRUCTION SHALL APPLY. 2. WATER PIPE 'SHALL 8E DUCTILE IRON, CLASS 52. 3. WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY-SIX (36) INCHES BELOW' ROAD RIGHT-OF-WAY, BELOW FINISHED GRADE. ALL WATER MAINS AND SERVICES ELEV. 18.3 WILL NOT BE MORE THAN SIX (6) FEET BELOW FINISHED' GRADE. 000 CFS 4 . ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLOCKING. TIE RODS AND JOINTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ONSITE MIXING OF CONCRETE IS NOT ALLOWED, =REDI -MIX ONLY. (REF, PLAN W -1 AND W -2). ALL TIE -RODS SHALL BE PAINTED WITH A HRUMINOUS COATING. 5 ALL CONNECTIONS SHALL BE MADE TO EXISTING PIPES BY WET TAP. ` ALL SIZE ON SIZE TAPS WILL REQUIRE "A FULL CAST IRON TAPPING SLEEVE (MEULLER TYPE). WHERE CUT-INS-ARE PERM flTE't TO BE MADE IN EXISTING PIPE'S, THE, WORK SHALL BE CONDUCTED AT SUCH A TIME AND IN SUCH A MANNER AS TO MINIMIZE THE INTERRUPTION' OF SERVICE. CUT - TIME MUST HAVE PRIOR APPROVAL BY THE CITY. NECESSARY PIPE, FITTINGS AND GATE VALVES SHALL BE ASSEMBLED AT THE SITE READY FOR INSTALLATION PRIOR TO THE SHUTTING OFF OF WATER IN THE EXISTING MAIN. ONCE THE WATER HAS BEEN SHUT OFF, THE WORK ',SHALL BE PROSECUTED VIGOROUSLY AND SHALL NOT BE HALTED UNTIL THE UNE IS RESTORED 10 SERVICE. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF GMNG'AT LEAST 48 -HOURS NOTICE TO THE CITY AND AFFECTED CUSTOMERS IF INTENTION TO DISRUPT SERVICE. 6 THE DEVELOPER SHALL PROVIDE THE CITY WITH 30 DAYS WRITTEN NOTIFICATION PRIOR TO CONNECTION OF THEIR SIDE SEWERAGE FACILITIES TO THE PUBLIC SANITARY UNES TO ALLOW THE CITY LEAD TIME TO LAKE THE APPROPRIATE MEASURES TO ELIMINATE' OR REDUCE THE 1 & F IN THE - PUBLIC SUSTEM:' 7. BACKFILL MATERIAL TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM 0 1557 -66T. 8. ALL PIPE BEDDING SHALL. BE PER CITY'S STANDARD PIPE' BEDDING PLAN, S -8, WITH ALL SANITARY SEWER PIPE HAVING TYPE 2 BEDDING AS SPECIFIED BY THE APWA/WSDOT STANDARD SPECIFICATIONS. 9. BEDDING FOR PVC SEWER PIPE SHALL EXTEND AT LEAST 6 INCHES ABOVE THE CROWN OF THE SEWER PIPE AS SPECIFIED IN THE CITY'S STANDARD PLAN S -8 AND APWA /WSDOT STANDARD SPECIFICATIONS. Urban DCSiD Into Environmental Planning' Civil Engineering Landscape Design & Project Management Services 30 733 7th Ave. Suite 212 Kirkland, Washington 98033 (425) 822 -4886 Fox (425) 822 7870 Hawaii Office: 311 South Lehua Str. Kahului, Maui, Hawaii 96732 (808) 87 1 -5701 30 60 90 Scale 1" = 30' APPROVED PER PUBLIC 1N( LETTER DATED-AI-23-5. 8' 03 REVISION NOJ