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HomeMy WebLinkAboutPermit D97-0376 - SOUTHCENTER BP - FOUNDATIONThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D97 -0376 Southcenter BP — Foundation 16200 West Valley Highway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 15, 17, 19 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila A) Parcel No: 000580 -0038 Address: 16200 WEST VALLEY HY Suite No: Location: Category: NOT Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Signature: Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. D97-0376 ISSUED 07/01/1998 12/28/1998 Occupancy: Not in table. UBC: 1994 Fire Protection: N/A Contractor License No: ARMSTC *373N0 OCCUPANT SOUTHCENTER BP - .FOUNDATION 16200 WEST. VALLEY HY, TUKWILA WA 98188 OWNER TUKWILA STATION LLC 16200 WEST VALLEY HY, TUKWILA WA 98188 CONTACT ROGER OLLENBURG Phone: 425 451 -1232 555 116 AV NE #202, BELLEVUE WA 98004 CONTRACTOR ARMSTRONG CONSTRUCTION CO INC 2709 AUBURN WY N, AUBURN WA 98002 k * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** tilt * * * * ** * * * * * * * * * * * * ** Permit Description: CONSTRUCTION AF A NEW 2,115 FOUNDATION TO SUPPORT A•- PREFABRICATED-MO- DULAR BLDG .APPROVED BY WASHINGTON STATE-DEPT OF "LABOR & INDUSTRIES ON ,,JANUARY 15, 1998. PUBLIC .WORKS' ACTIVITIES INCLUDE:. FRONTAL IMPROVEMENTS, STORM DRAINAGE CONNECTION VIA THE NORTHWEST EXPO CENTER PROPERTY TO EMBASSY SUITES HOTEL STORM DRAINAGE SYSTEM AND ALONG WEST VALLEY HY IN FRONT OF THE FUTURE CSM HOTEL TO OUTFALL TO THE RIVER. k* * * * * * * * * * * * * * * * ** * * * **r ** ** * * ** tilt********************* * * ** * * * * * * * * * **r * * * * * * * * * * * ** ** Construction Valuation: $ 15,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 1695 Fill: 1250 Landscape Irrigation: Y Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N 1 ****************** c* r* c** r* r****** r************************** * * * * **r **r * * * * * * * * * * * * * **c * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,610.34 ►********* ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:__'/ _�_ Date:_ 1j.4X 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 performa e of work. I am authorized to sign for and obtain this development per it. Date: 7Jl1�1 Print Name ��,i y/ „ „ L2C,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. • ' • ; ,..4 ,1 METER . .-:•SUPPLEMENT •••••••••;•.,:.-:: ,.•• • 0EVELOPMEriT,;;; PERMIT , • , • • •.,, .•• •.• ,•••• • .,, • Apfifled :Date 12103/1197 • , „ : , • 0 . , . . 505G cb: ■?.. P 14 it ." Re'4:re wtF:e e . :-••• 1 / 4 $102; 0 ,•-fi. '• $ f7s 300.v 4350/.00 • $ 00 $ 1 0 , 0 t ••-• Oti'' • Fe e' - •0 ecya eJoe ,•••-• • •,•• ,• - 4, 7 )t he r- !'f 00: - • - • . 0 E , r, I 0 . ■ ...„ : :. .." ...;., ...; ) ' I V' • 2 '' j . -,/, ''' t: i..:.t , , y. ,.... , le J . .. . .:.• `,:',c": - ..:' ,: ' 7.7 "I 7 7 - . "'' ' '''' " "" — ""--"-- '1 '-''' ''' " 7. ' '.■ ' ' ' ' • ' .- ', ' 0. ' 00C- i 2 ' `... .' ' — ....''': :.,;',.;• TOTAL '• WAT E RI s•M , TER•.•••-5,E,E 0. • 4.,,, ,.. „",-:.:-.'::'...,•:,.' .,;',..,,. '.- 5 O .....•\ ., : ,' ....i. :. : i .;...,.'477 1 • : 7 ,i, • ', •"„.• . '•''." -: •:::„.. .. •„...,.. ,,..,,..:.: ,_:,..:,•., , •,•,• `fl ''•-", : •-•••'••••.•:.;•:; vi 4, V' '':. ..'''..." .,/ .- '' /' '‘'' !'''''' '."- ' : '- 4)'. ': .' ' ''' • '; ' .4.-"r'.:":'' ' /. 1 : : '''' . ' l ' '' ..''.'.. . : V.,: ;..... `: : . ' .,, :C r' . " ,i ' ;' :: ;; : :: ' ... : ( .. , ;2 .:• ':, ' '. ';': 'r Ail'. •••' ' ' '''. ''''' - - - ,•_,01;jijL C SI E N GINE,PR ' • .1), P PROVALq ''Y' , :::,,,,-,:. :-..::,:-.v i .•..„ .. : .l 0 4:Ate. ,C:,' ::' ' ' . : ' , .. : , . i . i;-...-...,r.. ."-'' . t . • fel" • 4 •.. , 4 :Y . ,',..' , • t,'1.4 \ ' . ' i .c.--:: 4' -... .: 2... .-• .1.. . 'N -. ',. ...„.,. 1. : t '" (''''''''"," '' C '''':":-:-.:: '.. ': ' ' . V ' : - flt .■': 1 • 9 ..;„ , %, ' • ,: ,.., 4, '':'..* ,..,,,,,,,,, . , .., ,, ,,... , ,, 4: :.,.....,:7,? , '4 ".,•.,, , . , • • •: $25' :rid r 00 WATER: 1 EX MT I 00 1505H • • -• • Address: 162011 WE?, Suite. Tenants . Type DE.VPERM F ' a res:l' #: _ 00058O -0030 VA:I.LEY HY CITY .OF. TUf WILA Perm t No: D97 -0376 Status: ISSUED AL'D1 i.ed :. 12/03/ 1997 I ;sued:. 07/0111998. kAkkiV .•kk,k*'k *k•k4k•k•k.lt'k '• k k*` k** 4• kk* kk** k kk' k• k' k• kk. k• k• k• kkk, k• kk k'k'k k 'k k•k*k**•k4.*•kkkk•k•k'' mil Caridit `i'ar,� Temporar ,v 'er;os. i on ;central measures shat l be implemented' as 'the first order of bus ines:=._t.o.: Q e. v.e,nt "sedimentation .off =ite Or into et i^t;ino .t`o;t m drja- n e facilities: The .:: i to hall have ner nianent . er os i an cortt 1 nreasures ): lace as soon :.a rk: ►;,osSlbl,e , f Trial grading ha s. been :completed 'a h cif;ri:tir to, the; EA Oa l In'specti0n All ar vatp,e ,dr;`a ins pioc1' sha`11 be ei t bon&e "te or :re infor.ceti BADS' i ipe car,ruaated'`metaln13iaemay be :used 'for.,, taci 1 4•,t1 e, All" publt:G' stor drain .. those`nortions o't pr'iv.ate .. !^' ., Sit � 1 S ` systema,•-(with the e >. h of t 'drive cuIver;,t) with. t, rZ ,;}ub17c'rivht -of -waV�isha11 b,e,�, cons tructed, with concret pi,de'` up,='to ] ';dra'pe : and reinforced concrete pip for 1; '!. and 9,r eater` j Work ; tr.attici�.0Tows .hall :.tie closely coor'dinate'd wrthfj'the,� 1 tvt;Ut li "i e.• ° 'Ins'Aec tor Tr'aff is Con tro l P,J.;ans shall be subm.i teedto the I}`r spect.or rfo r ,, prior. apor oval ',CONTRACTOR SHALL. 'CONTAClT MARY M,ALCOLM r ?_ METRO INFORMATION :COORD.IN,ATO AT.`;,'266. -'273' .WHEN . COt1STRUGTION WORK REACHES 'TH P OINT WHERE IT' IS.:'NECESS'RRY TO ''HAVE..;.THE BUS ZONE MOVED :TEMPORARILY to FOUL- :ITAE�� T THE ,WORM' >' :-HE WILL ARRANGE THE :BUS STOP SIGNkt,p/BE REMOVED AND '. HAVE= , `A TEMPORARY ZONE.: INSTAL LEV, NEARBY zr METRO REQ'UI�RES THAT THE SIDEWALK ADJACENT TO "'' BUS ,,ZONE :WIDENED Toe :9 FEET TO PROMOTE MAXIMUM ACCESSIBILI STARTING AT THE BUS "SIGN PROCEEDING S. y t=OR' ` AT LEAST: 10' IN LENGTH( The e'xempt' meter owlork shall include ar State ,Deoar 'o Heal 'taporoved double check valve `assemb`l y,.,. V Or i v e wra try= sh a'1'=•1•:.. c o nip Ay With C i`t;v c o mm errs "i " 1 •.standards Drivewa*Wid %s hell be 25 minimum an0;35 ' mfi. i.;nium. 'Slope sha:l'j l�4,be a , nnax i mum ° of,. 1 577 Turn i n'l rad i r 1 1 1; be a minimum ofi'O. AFTER THE SIDE fA,LK CON'STRUCTION. I`S COMPLETED THE ; CONTRACTOR SHALL CONTACT PAUL.,,ALEXANDERI'METRO Q:& ROUTE FACILITIES PLANNING la 206 - `684; =7 5 ►99 TO 'HAVE THE Bit:, ZONE: RETURNED. 8. Haul inn over 50 c v` sEt ,l 1 ,r equine opl io; Xion f a Haul inq Permit prior to any a:s . olt a ed,'a c ttvi t y - Rifer to items #9, Ili and 11 for hau 1 i ng oep ~ni'i l ""r�evu I remen ts. and submit a separate misc. permit application for hauling. 9. A copy of the Certificate of Insurance Coverage ( miniumu of $1.000,000) naming the City of Tukwila as insured. 10. A $2.000 bond made out to the City ofr possible property damages caused by a c t i v i t i e s . 11. A map which shows ,the haul route. 12. No heavy equipment shall be allowed on SEATTLE PUBLIC UTILITIES RIGHT OF WAY. 13. SEATTLE PUBLIC UTILITIES SHALL BE NOTIFIED 206-336 -1800 MINIMUM OF TWO DAYS BEFORE WORK IN SEATTLE PUBLIC UTILITIES RIGHT OF WAY IS BEGUN, DEVELOPER SHALL FOLLOW ALL THE CONDISIONS OF CITY OF SEATTLE SEATTLE PUBLIC UTILITIES Utility Crass iria Consent Agreement 9 7 - Ol2 (345 -414) which is attached as. part of the permit. ile N 4a Y.!'SIl' „ matit+. 'Ld , Anrr dewater 1 n 'will aclu i r e prior approval by . SEATTLE PUBLIC UTILTIY :DEPT AND A STAMPED PLAN PREPARC BY THE HYDROLOGIST: WITH: HYDRO /GEOTECH - REPORT ;OUTLINING 'SURVEY AND MONITORING OF THE BOW LADE PIPE LINE ' FOR ANY SETTLEMENT. IT. IS ALSO,'A SEATTLE PUBLIC UTILITIES REQUIREMENT THAT ,THE CITY. OF SEATTLE: BE :NOTIFIED 48 HRS ;IN ADVANCE OF ANY OF THE CONSTRUCTION ACTI,VITIES, UPON THE BP PROPERTY _SO THAT SEATTLE PUBLIC:UTILITIE - :MAY INITIATE DEVELOPMENT OF APPROPRIATE" :AND NECESSARY,:INSP:ECTORS TO BE LOCATED.. ON SITE TO MONITOR THE" CONSTRUCTION. PRO'CE'SSES: Prior .to mo.vina the building on -site. a.copY. of the WWI; moving: Permit,.'..route ,map .and ._pr opo ed moving schedule, :. shall to the City DevelopmentlPermits Engineer for: val idatiori:` .NO'MOV ACTIVITY SHALL BE COMMENCED UNTIL THIS VALIDATION HAS , 'BEEN; FORh1ALLeY. RECEIVED. OR THE MOVER HAS CONTACTED THE DEVELOPMENT PERMITS; ENGINEER AT (20 6) - 433.-0179 TO VER:IFY THEj AME ". if a WSCDOT''41:0, rm %t has not been APProve'dforr : i rrxve; d, C'1 vapermt wi 1°1, 6'eed :to be a'ppl:ied 71". ` , ° UILDI NI. DI,V.IS,ION a a> x No c.h w w �i ;i l be roa:00T i4 laps un l ecs approved Archi te,ct or Engineeer and th'e °TUi wi,la Bui ldina Divi�ion�° ri` Plirmbfr)►� per mr:ts shall 0e ob tained 'Athrouah the Seattl na Count {y 'De,G; F i"tmen t `of Pub 1 1 c `; P l umia i ng w i 1 1 be in. pe r t,ed that agency, inc'lud'.ing all .ga's piping ,:c:29,04 Y'. 3 L, '`. E1 elctFri kwa1 ' ber mi is sh 1 1 be .obta i ned ,.through the Wash Divis ion of .L`abot a 'Industt*ies`' all electrical work,; wi lit ' be kins.o'cted by hat a. gencv } (243 ` ; 6634) . • r:. A1�i 'mec i c a l we r 1.:sha l 1 ,tie u seU oerm i t J -'tredt' • th "C tv Tukwila Al.l ; •,inspection rrecor dC aria aopr owed glans sha av4i lab.le `at 5 the ° iob,• ite4rior to the start of any con'- ' tr:uCti.ort ; These dicuments ar`e �t b'e mainta.ined and aval s sx • abl.eunt?ilt final inspection approval' isr� �oarrt.ed ' Al Lstruc,,tu' ",welding.shal] be;ciorie'bc�; B t7 ce we.ldksrs and speci inspected (UGC 3QEi:(a)� Vhen` inspection is regukred either`t % e owner, ar'chit;e ° t or engineer shall notify 'th'e Tui.w,i i'a,` ld.ing Div ision of appointment of the :.-in. pecti•on''aoenc. ie♦i s� ~prior. t the 7 ir41t� : bui1C Ina in✓pe,ction. Copies of,,'a`l l s►fec l inspection' r-eport''s shall''b s ubmitted t'o� "i'�,l the Budin Division 'i ' a t.iniely manner. ReoO`rts shall coritairVadd'ress, • proiect name.'. `per mit number; acid type : inspection'' be:inu performed. 27. The Special i nspe'ctor'_ shall' submit a' ?f inal s lnedreport statin9 whether the':'wo.rjr requiring spe,cial;::.:i'nspection was, to the best of, the inspect . - knowi,edae; -' in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 28. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 29. All food preparation establishments must have Seattle -King County Department of Public Health ,s i gn -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling Seattle -King County Department of Public Health, 296- 4787, at least three working days prior At desired inspection date. }, -' '7n work requiring Health DOWrtment approval, it is thL,::ontractor'c r e s p o n s i b i l i t y to have a set of plans approved by that agency on the lob site. lotif "t he' City of T kw : l a Bui id [ •ivisior� :: pr tore. t • y la c ing a nv; • c`uncr et This, pro cedur e i ;`;in a.d ion t any 'equir`e for 'sp 'i 'nl in S her a .sh be no " o.ccupanc of the bui ldingC uri.ti 1 :•'the .inali i.rlspec n ha been comuleteti':bv the. T ikwi la Bui ldin [ Spector ' �: 4F OCCUPANT Y WILL'>BE REQUIRED :, FOR ,THIS 'PERMIT la:l idiity of Per mit The issuance of .> ne :r mit or ppr'oval of y1:a n z s'`:specif icat,i on �s. :a nd c,amputations 'shall not.;.be : c rued . :to `b'e a perm t: f .or any: approval, of t :, a n y. vi a-.2.a , a n o the pr of` ••ttie:., building .co i)t "ariv et her >or d i n of� ,,the iur i sd i ct on No permit presuming. to . 11ve auth ority ::to violate or cancel .the . ' p : r ov' of ,this • rode <s hal l 'be::vali . Project Name/T BP Convenience Store Existing use: • ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University El Other Value of Construction: $15,000.00 Site Address: 16200 West Valle Hi•iw. City State /Zip: A •: :: Tax Parcel Number: 000580 - 0038 -04 Property Owner: Tukwila Station L.L.C. Area of Construction: Phone: Street Address: City State /Zip: c/o Evan Zefkeles 600 Westlake N Seattle,WA 98109 Fax #: 206 - 623 -4565 , Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Roger 011enburg Phone: 425- 451 -1232 Street Address: City State /Zip: 555 - 116th Avenue NE #202 Bellevue, WA 98004 Fax #: 425 - 451 -1841 Engineer: Charles Harold Moss Phone: 770 -483 -6037 Street Address: 1801 Industrial Blvd. Coulters, GA City State /Zip: 30207 Fax #: 770 -483 -6037 Contact Person: Roger 011enburq Phone: 425- 451 -1232 Fax #: 425 - 451 -1841 Street Address: City State /Zip: 555 - 116th Avenue NE #202 Bellevue, WA 98004 Description of work to be done: Construction of a foundation ready for installation of a pre - fabricated modular building approved by Washington Dept. of Labor and Industries. Existing use: • ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University El Other Proposed use: W Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College/University y El Other Will there be a change of use? ❑ yes ULr no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm © none ❑ other (specify) Building Square Feet: existing 2,115 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 TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project .amber: al- Permit Number: IP/ • 0A57(0 • 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 may' be determined by the Public Works Department) ffiChannelization/Striping ® Curb cut /Access /Sidewalk RI Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling 51 Land Altering 0 Cut I C A S cubic yds. 0 Fill IA c50 cubic yds. ® Moving an Oversized Load: Start Time: S EP &tale. APPLIcEn +me• QB.4u. l 2RX) R I Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public © Storm Drainage ❑ Street Use on Water Main Extension 0 Private ® Public Water Meter /Exempt #: Size(s): �� 0 Deduct ® Water Only Water Meter /Permanent # Size(s): �i 4,01) �� 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: I2. -3 -17 Date appllcaYion expires: Ap lic t pin by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1129/97 ; BUILDING OWN' - OR AUT RIZ AGENT: Signature: / • ` t l Date: 2 0 2 , 9 7 r Print name: Ro•er 011enbur. Phh e F It: 4�� : x 451 -1232 't -45 -- -1841 Address: 555 - 116th Avenue NE ,� W1 I evu '; WA 98004 ALL NEW COMMERCIAL/ADDITION TI-FAMILY PERMIT APPLICATIONS T BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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 screening 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. ! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 ' ., 41st444414;44*444**444k.46 44*.A*'W*412i4cA 04Y: TRANttMIT; . • . . .“:•k' 1 r ?c ;ic 44k ;.!■• *4 it Al4c 41 16 ••,1. dr r4-fi 4.:* 4 . 4 i * •1 * : A. * * ' • N her z:•:-R 9?0.() 7 90:'0 nitatti .• 67/oi/3p:-..1 • • • •. • " . • . • • . •Metho4::.,.;c171ECK:':- Notation :ZX:ENTER PI3ES 1 Init:: 13LH.". w I970:376 EYE P R M E V EL 0 P MENI: PER : • ;. • .• • • • . • Parcel No: 00058.0.00,38: ..." : • - Si t4..'0'441e it .16200. WEST 4ALLEy . • • '2• .• • .• - • • • .• , , • Ibtal. Fe6=.1: • 19.923.49 • This :PiymOnt Total AL.L Prttta::• 1,9 4 *A*lt — ii**/0 142 k..$ 4: fr 4 r** 4, *1t7 s ti , :k1S , A . **4* -- * 4 ' : k 40 ***A***IN . A . .*A * EN****:. rccount ..Ctider • • .Descr,ioti . •Ainourit • 000/322.,400 • :BUILDING NONRES. •.•'• '78.66 • •: 000/345, 030 'PLAN CHECK .NONRES 14.6.09 000./345.830 . PLAN CHECK - UTILITY . 000/343.030 PLAN CHECK. WATER . MEI ER 000/3$6.:;904 STATE :BUILDING SURCHARGE • t 4.50 000/342.400 INSp FEE UTILITY ' 25.00 401/342 INSP FEE '-FLH/LI/WME • '112/342.400 INSP 1:EF. - STOBM • DRAIN 15.00 .402/342.400 : INSP FEE - .;t4E/SSS 20.06 401/388.102 WATER CONNIi'CTION . 423.0 401/386.520 • WATER INSTALLATION (DEP) . 700.00 • 401/342,. 400 WATER INSPECTION FEE 43.00 401/343.405 WATER TURN-ON FEE • 75.00 SEWER (SSESOMENI FEES 17.963.13 000/322•.100 LAND AL TI:R IN° PER MI I fScc n ' 13 0 19777.40 000/345.030 L ANI) ALTERING PLAN ECK N CH' 3 • - •---- • • • . * *k k. ! * ** *Ak *. * * * * * * * #* l-k * * *kl5.* ***16 *“ * * *fr *** 5 *A A. 4 *.A4* *A•* . CITY OF 1 UPWU A *• Akk**` Arh 4; k*&** k *y.*.A•iA*.. *irk.**** • * .**. 4 *k *k:4.CFA*AA••k *k4***4A *k R.ANSMI T : R970.0689 Amount : 146:09 11:2/05/97 13 :54' aw'inert,;MetMod CHECK :` ;Notation: ZX ENTE.ftpRlsES In t: 14AB Permit No. D97 -0376 Type: DEVPERM DEVELOPMENT PERMIT Parcel; No OOO580 -•v038 i.te : Address:. 16'2.00: WEST VALLEY • HY Total Fees.: 375.34 Payment 146.09 Total ALL Pot 's: 146.09 Balance: 229.25' * *V A * *A *A•' * *A A*•A *' *r+t *4t - *•A ks53••A * * . A•A A •AlAA *A * **' A't *k * * * *A *A * * *** * * * ** Account Code. Description Amount 0.00!32:2.100 BUILDING -' h4ONRES 146.09 Occupen'uy: Not i n': toU1 e: ceiupancy Gi'.oiiO M' CERTIFICATE OF'. OCCUP'ANC ( CITY 'OF TUKWILp . ao: SOUTHCENTER BOULEVARD, SUITE TU'r'WILA'; WASHINGTON 9C1AW.: O c:up n t ::. SOIITHCENTER BP FOUNDATION ui lciing:_ Addt.. :: 116200 WEST VAL,LEY` 00050-0038 ; Owner . TUKWILA ;STATION LLC• py, u bh .NSJ Al�;axsacUV�i'� lkw'^CL� v'.i blY7 CONSTRUCTION ' OF A NEW . 11 c FOUNDATION` TI:? SUPPORT :A`_ PREFABRICATED MODULAR BLDG APPROVER' BY WASHINGTON; STATE DEPT OF LABOR :ti. INDUSTRIES ON JANUARY 15, 199 '., PUBLIC WORKS .ACTIVITIES ' INCLUDE:: FRONTAL 'IMPROVEMENT'S, ;STORM., DRAINAGE. CONNECTION VI'A;:i THE `NORTHWEST EXPO CENTER PROPERTY. `TO EMBASSY SUITES' HOTEL:.: STORM DRAINAGE' SYSTEM AND PLOW WEST ;VALLEY, HY IN FRONT OF :THE FUTURE CSM* HOT. TO OU:TFALL TO THE RIVER. BUILDING •amw�skxa•vsuvxi<:*..,e..r YSJY.I+sLS1 •tesm• tanmv.S410.1. ;THIS :CERTIFICATE 'IS'SUED PURSUANT TO' THE REOUIREMENTS',.:OF. SECTION 109 OF THE ,.UNIFORM,.BUILDING _ CODE ; CERTIFYINGG THAT AT„I THE TIME OF ISSUANCE THIS STRUCTURE' WAS IN. COMPLIANCE,::WITH THE :yVART;OUS ORDINANCES OF THE" CITY REGULATING BUILDING' ::CON`STRUCTION' OR USE AND ALL: `APPLICABL -F CITY FIRE CODE;: FOR. • THE FOLLOWING: Peeloi`t St,fte No: Occupant :Load: ?,6 Type of Con t: V -N THIS CERTIFICATE MAST BE CONSPICUOUSLY POSTED ON THE PREMISES John W Rants, Mayor Steve Lancaster, Director Janis P. Watford Assistant Vice President Washington Mutual 1201 Third Avenue, Suite 1000 Seattle, WA 98101 RE: Release of Assignment of Account Dear Ms. Watford: • This letter hereby authorizes the release of the above referenced assignment of account in the amount of • $11,025.00 for Tukwila BP Station located at 16200 West Valley Hy. The work guaranteed under this assignment is complete and has been approved by the City of Tukwila. I have enclosed a copy of the assignment for your reference. If you should have any questions, please contact our office at (206)431-3672. Sincerely, encl light, • Brenda Holt Permit Coordinator ' xc: Permit File No. D97-0376 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 VO' Memorandum City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director TO: Gary Barnett, Senior Development Engineer FR: Brenda Holt, Permit Coordinat ..• RE: Developer's Project Warranty — Tukwila BP, Station 16200 West Valley Hy The Developer's Project Warranty posted on December 23, 1998 for public works improvements for Tukwila BP Station located at 16200 West Valley Hy, expired on March 1, 1999. I have attached a copy of the warranty for your reference. Please follow-up with a written inspection on these outstanding items. Please provide me with a copy of your inspection results so I know when I can release the funds set aside. I hope to hear from you by Friday, March 26, 1999. Thank you for your cooperation. xc: Jim Morrow, Public Works Director Brian Shelton, City Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 x''' 4 'Sl !t is •1� •F•n!d•.' s f 7 S •K 9nY r s 1 (;., r -m" ' '�: q : ; :�:, �;�,$.:� w ti� %�^�� � h ��`� �' t• % ' 1 . r � �9" >. a���i3 >r v,�l .. � y „ mow " ,�"' ” '. a '; . H r + 9 ` C1 L wd:� �r %. , , :s a s :0 1,, <, . r p % '" ' . r . w i .r • 1 X V. X tit s .f 1 ' Hi.. �1 ,a- • t. :`� . . : �: � " I. IS v.. lY ;:l�:a.,u�'t' ±:¢ • .:)"�ik�?'•�`f:1��L`A': 135. t�> �€.. d". r'.' 7 r '.1S.'�. -. .�.- >: ' �.1''Sl'�r.e.�:..,� �,4 �q t � % �n'• . ` .« NAME OF DEVELOPMENT:- kit.) ,• L A STA - fir ✓1 E P DATE /J /J3 /S DEVf30PNENTA00RESS :/f oo 14.$ I' 1 -11c„ MA) y •T ✓k c.j , /41,•)4: 5 I� /S PERMIT NO.: I)!7 037 -' CASH ASST NAM 1 // w, L AY 5 7sj -7,vr L L f TEL. NO. )06 -- 60 2 1S/ - 7 SHALL BE REFUNDED BY MAfLIING TO: ADDRESS: 6 (j() I es- - -7 - e 4-yve 4 . (plea prim) CffYISTATErZIP 5(»/11 ' A _ " c ' . / /`- PLANSOCCIMENTS wwEAE MIAS ARE DESCRIBED): A-r X,�� / 1 7 7 ,,,4►, : i s / A . , 5 - 7 - 4-)) U h e__.S i f'« 7 / 7 72 h 1a c // O ✓► (.J c; r e r M A-, -, (7 2. Lo r r c 0 •( /or S rel.. ni Sy t Te... -) p Li/7c A , I is --r As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 1l e 2 a 0 ($150% of value to complete work described above) and attach supporting documentation for value of work. 1 w* have this work carried out and call for a final Inspection by this date: ( (r j O r / cc ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. IMO tats to carry out the work. I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to co to al work listed ve psbor to requesting inspection and release of these funds. SIGNED: ! .GJ Tm.E: 7p,9,0/79/4/2 /pen ,ii'2 // j + f ;oJ s r + �3 1 a.1 C<l•$,P'4 ' t ..s.r m;Ask ,: - ..l.:. l,:o.:c, . r. ` Its . 1 � ' .;:.. 4n.likti It .e SIGNED: _ r', L . .{? Cel-y —/Y7 AMOUNT: 0 �5,OQ Q CASH' Q CASH EQUIVALENT me O("' Accv1 P RECEIVED BY: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: CHECKED BY: CASH EQUIVALENT- LETTER AUTHORIZING LEASE CASH CITY CHECK NO. Upon completion through Section 2. Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator. DCD REQUEST FORM c a-Jet DEPOSITED THIS DATE: RELEASEDTNIS DATE: � -� (p- 91 RELEASED BY: P. 1 2 -.DEC 20 '90 05: ='6Phl TUKb1ILH DA=D Pbl • Citya Tukwila DEVELOPER'S PROJECT WARRANTY 1x• 7h. nr 1; .:1:1 ."editrm. 16 2 •- 44. ^*....r.r,tt'1 dr .i 1. I ( 1 .v � �F�?'!!.<i /�•' 6`a�`3 H�.J.fR:']t'✓:..L'�L l u • r . r3� �'L'•'..EY+S;FSi`X.` jtNVS3ilt a�R.4�i1r ik .rte df All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty, I hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: . FINANCE DEPT. Upon completion of entire tarn, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator. DCD oer�aleo I/We amount of with t 000ttt 14-r6,1A located at ftis1 /) l.iii 1 11 , . It is plans and IC in the coodk io ns dlsbank was by said apphcable mitten This haw been )4 az,/ TIAWILA DGD'PW SI +1 1 , Al M. t11T t Bank Name e./4177,6- n1]1N -/ Branch Account Number CITY OF TUIKWILA ASSIGNMENT OF ACCOUNT establish oar Asidpaseat of Account is favor of the City of Tukwila in the I l U 2 S , o U . Ibis Assignme t ofAccoat is issued in connect= Sian ofthe project known as re) 4 S 14-7, n v, 11 16200 1,J. U41 k, 1-1 Y ,to gveantee leark, 1,1 S Grp - S -T2,.1- ^s, vie S 7 re e T l i "r j ii T - 7 - 1fr u S i b la c- k a vi idutt Tar' 444- /D l v (.r-► s vnc h T L':s improvements that the numre and anent of the improvement is defined by the approved contained in City of Tukwila Pile .J 9 - G3 76 • of** Director of Department of Community Development, the itoptovemeuts me not vompkted es regtdred by the approved pass, a p p l i c a b l e C i t y s t a n d a r d s a t t h e above location no lai r than 3/0//1, , to pay the City of Tukwila the sum of 11025,0U , or such by the City of Tukwi a, (not to a eed 11 U2f CO held to complete said project inlam anoe with approved plate, conditions and ity standards. Payment shall be made within five (5) days of receipt of . for payment from the City of Tukwila. of Accouct mall not expire until nimbi in writing by the City of Meese shall be provided upon request when the required improvements as provided above. la ?. Name Ass; sIi vlf- I/ & ?t/ -Psi ele i'i'f Title J Z)I 3k Address Sek L. 1 City, State, zip )ct'I rci kujg_ , St' 4e_ /coo G0t'J gjioi P. 2/2 r�* buns to be Tun mustrass =MIKA DP line inn waxy gwy for inmate of certificate ofoomp,acy, Bldg permit #«097-0316. C a s t to cone to •anlot 100.00 Landsocig 3,500,00 Inaat! one street light 00000 Th , b lock cm wear Maio. NE Comer allot 150.00 Stoma systemp path list. 1,500.00 Total cost . 15,1.10.00 Co., 1 c. 12 /22 /a. Tur 10:14 (A/R= Po 1310 John W. Rants, Mayor Steve Lancaster, Director March 10,:1999 Jams P. Watford Assistant Vice President Washington Mutual dba Western Bank, Seattle Business Banking 1201 Third Avenue, Suite 1000 Seattle, WA 98101 RE: Release of Assignment of Account Funds Tukwila Station BP and Carwash Dear Ms. Watford: City of Tukwila Department of Community Development This letter hereby authorizes the release of the above referenced funds in Account No. in the amount of $12,750.00. The landscaping has been installed per the approved plans and inspected by City staff. I have enclosed a copy of the Assignment of Account for your use. If you should have any questions, please contact our office at (206)431-3672. Sincerely, • Brenda Holt Permit Coordinator encl xc: Tim Clements, Armstrong Construction '-lPeithit. File NO:..D97..:9376` 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 w NAME OFDE'VELOP Ili fK LE) , ` A ..5 - r4 ,- g DATE l /5 DEvIUOPUenAOCHE5b: !62o() tidos,— Wince, lie ✓Kt.i, 't.0,NA '`�' P6 r NO. 6c/7-C3376 CAIN Mumma j . TT:Kyi., L 4- ,5 ?iv, L L C ia. NCI dC16 - /0)3 - -yr s"i . l SHAMItRREM,NDED , SY MAILING TO: I ADONESM 60() Gt)CS - 7L 4 /LL /0 , (ph s I CITY/STA ,4- 1 c / k c'i S-/Crei ie ecrerrrornop nm1111at� aMICAII Ik L- + n &S / L 1-9 )' /) S. 1 I 1 As the owner, or awhdffied NM of the owner, I hereby submit cash or ash.qulwlent in Is amount of $ 1 17 4 O. 00 1 ($1509 of value b complete work described above) and atach supposing docume wtbnfor value of work I we have Mb we* ama's cut and tail fora flew Inspection by this die: (U 3 LE ) . f _.. / 5 ` j, or risk hatrip Itst C#y use these funds to any out the wak with Met own aseaalor or inhorw nienpower. It I fail be airy out the wok I hereby aulhonze the City to pa onto the prepay to any out the dMAoiencies. I fus completion of abode hsr Minn be copies a1 work listed aborap for be requesting 5psotion and release a thew t I SLOWED: l(�l /'7 f Zd' 6.%Z i I 1 /9 /� / /9 - %/i y /'t'.z' %' 4 DEC 23 '90 05 :0 4 TIEWILA DCD'PW CITY RElCEIFTNO. caltt EQUIVALENT 63 - n riser - c) .1 ( k RECIEMID aY 72 NOS NOTIFIcAlION PON II$PSCfON ANO ULUIE OF FUNDS DEVELOPERS REPRESENTATIVE caEOta� land+ BY: DEPA4TIEit CASH eowv*LEHr- LO MA AUMO iQHO RELEASE CASH CRY CHM NO. Upon completion this i Seaton 2, ands personnel shell send w to: Rands - O.we$ — Finance Department 1- honk Goordnmer. DCO af Tukwila PER'S DEVELOPER'S E O PROJECT WARRANTY Al wok Identified In Section 1 ot tats toxin his now Wen completed and plumed b departure*** authod ed warranty. l hereby request Inspea2lon and Woo* et fly canteen equrale t. DATE I have reviewed the above wad( and found It acceptable and ihsrelore au sorlav the abase of the above cash aselpenwIL REQUEST FORM T! PUNS IS �i __ TO !E ACCIPTED DEI ART ENTlEAU: DEPOSE 1K)11 is DAB: RELEASED TM aAlE: RELEASED St .�W as P.1 % . FINANCE DEPT. 'Mire Wm, Mural pommel ahail - Developer - Fkawar Depenetent Pennk Ossra neon. Dee Mae DEC 23 '99 95 :36PP1 TUKWILA DCD /PW I/We hereby establish our Assigmuent of Account in favor of the City of Tukwila in the amount of / 2'750. U D This Assignment of Account is issued in connection with construction of the project known as (v ,"1- 4 h i? P /4.,le,/ located at /0200 W. VA-116 J)YW . , to guarantee L 4ridSc 4.p rs It is understood that the none and extent of the improvement is defined by the approved plans and conditions contained in City of Tukwila File t)77 - 03 7 6 If, in, the determination of the Director of Department of Community Development, the above- referenced improvements are not completed as required by the approved plans, conditions and applicable City standards at the above location no later than 3 this bank agrees to pay the City of Tukwila the sum of 12 750. DO amount as required by the City of Tukwila, (not to exceed /27.5 00 by said bank) to complete said project in accordance with approved plans, conditions and applicable City standards. Payment shall be made within five (5) days of receipt of written request for payment from the City of Tukwila. This Assignment of Account shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. a-1 a Date \A) 4s N- /wclrON 1t1 ur�u1L 1M M- VII F S7 R-AI jLN1 Bank Name NESS 34iv4i k Branch Account Number IA- S4-64-100 LLL Account Depositor CITY OF TUKWILA ASSIGNMENT OF ACCOUNT By: improvements , or such held 'i s 7 WCL44Ofd Name Ass s-i-A irf L } (.eSldehl- Title 12-0: i KcI Su,4 4- e lax) Address Sect- -LL /4)A a / v City, State, zip • 'Damns Bldg Dept. AP b buns to be easeplosd for issues. °fee:diktats rifeocupsecy, Bldg permit 1097-0376. Cost tocsorkia ravisa)ce • • :* • " • - • ' " ,' ''A'A'■ 4 0 11 044 far • use street light Mak NE Cr eke Start *yam pooh list Total east run Cltounits, Wager Armstrong CaliSMIOtiAls CO, Inc. 500.00 4400.00 MAO 1,500.00 15,150 14/28/SS TUE 13:14 (MU Po 113101 _ ;,Project: Q Ailita �J Type of p ction: fir iArte- A dress: f� Zen �N W Date cai d �J_ 9 Special instructions: . . (6. 4 aa��,,� '' - ,,,..i 4.. r e.t4A. t �-� ( 4 etA A, Date wanted: a.m. p.m. Requ r: ra. Pho 20 ' 2 ..r` —1 5S-7 ., e, ' lre+:� l: -v' »i6rii'ii �trv'.�: ;;4:'.' <j. il.;f l r�.s.�"•f , INSPECTION RECO etain a copy with permit INSPECTION CITY OF:TUKWILA BUILDING DIVISION .: 630 Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: pproved per applicable codes. Inspector: (206)431 -3670 Corrections required prior to approval. Date: ID $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: J _ Type of inspection: / .. It . Wry+, Address: ''`= =.:_.: UV 2. Date called: ill 1 -( /Cr "Special instructions: 1 wanted: Ill P,1 i5 am. p.m. Requester: CA Phone No i 0 i W. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pi Approved per applicable codes. COMMENTS: 00 8 / C` jT``i° 64 , - 56[16,1 Ty p t 01 Co( iqqh t`ii2A- ELti Inspector: ( 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Lt INSPECTION RECORD Retain a copy with permit ('Corrections required prior to approval. Date:: C Date: PERMIT NO. (206) 431 -3670 ct: Type of Inspection: Address: Date called: 575 9 Special instructions: Date wanted: !L I/ a.m. p.m. Requester Phone: • • t .:•,r.- rir ;:0v35 eksaZ 1 ; • ' • i , ar` INSPECTION RECO Retain a copy with permit Dq7 o37to PERMIT NO. INSPECTION NQ...,.. -, CITY:;OF. BUILDING DIVISION 6300:Soutlicenter Blvd, . #100, Tukwila, WA 98188 Approved . per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: P. W. P A �.--� C mti Inspector: f i Date: , Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite Call to schedule reinspection. Date: Receipt No: . INSPECTION NO. CITY' OF TUKWILA BUILDING DIVISION 6300 $ outhcenter Blvd:, #100; Tukwila, WA. 98188 pproved per applicable codes. Receipt No.: INSPECTION RECD?", Retain a copy with pnit 4 .�. Date; S . =cial instruct ons: (206) 431 -3670 COMMENTS: .: ISK .1/44, Ins 1 $42, REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to,,schedule reinspection. ;,Corrections required prior to approval. � Jtalitri s aW fixer E CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 96034 December 29, 1998 Cert No. 9807 -65 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Southcenter BP and Carwash 16200 W. Valley Highway Permit No. `,:D97- 0376/ =;0;0 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced concrete cast in place for footings and slab -on -grade for the BP station portion. 2. Reinforced concrete cast in place for grade beams, slab -on -grade and curbs for the car wash portion 3. Auger cast in place piles for the car wash portion 4. Reinforced masonry for the car wash portion All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 12 -15 -98 and is number 097602. Respectfully, CASCADE TESTING LABORAT!•Y. INC. Dehnis H. Stack President KIRKLAND: (425) 623 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0617 RECEIVED DEC 31 1998 COMMUNITY DEVELOPMENT •AIWA, GA •Dabs, TX • Um Angeles, CA • Mtlaon. WI • MIlwwhkaa, WI • Si, aWla WA • Washington. D.C. Roger 011en 555 -116th Av Bellevue, WA Attention: Subject: Dear Mr. 011en At the to satisfy the observation of subgrades of p opinion, the f foundation co project. It is maximum anti and Associates ue Northeast, Suite 155 8004 . Roger 011enburg urg: T • GILES ENGINEERING e)SSOCIATES, INC. GEOTEcHMCAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANTS ew of Foundation Excavation sed New BP Station est Valley Highway ukwila, Washington ject No. 60- 9702009 July 27, 1998' nest of the project contractor, Armstrong Construction, we are writing this letter uirements of the City of Tukwila Building Inspector as they relate to geotechnical oundation excavations. During several recent site visits, we have observed the posed foundations for the new BP Station building as well as the canopy. In our undation excavations were encountered in suitable materials to proceed with tion in accordance with the recommendations of our original soils report on the ur opinion that as prepared, the foundations are suitable for the support of the ipated soil bearing pressures. Placement of reinforcing steel and concrete can proceed provided foundation excavations are kept relatively clean of accumulations of loose soil and water. We ho this serves your present needs. This letter will be hand - delivered to the project site to satisfy the City of Tukwila inspector and accommodate the proposed concrete pour of Wednesday, July 29, 1998. Respectfully submitted, GILES ENGINEERING ASSOC urt D. Merriman, P.E. Senior Project Engineer 11807 North Crook Parkway South • Suite 102 • Bothell, WA AOIGA09.9IYIA • Cev AMC /409 -1VJ V1 • C 11a•4 wwwM1■.A■.1lwwwnw. ww... Project Type of inspection* Address: i ( -7-o . v �� Hw Date called: �Z, Z.< 1 4$ Special instructions: Date wanted: (-2. ` Z.41 � ct . a a.m. � Requester: / �---� Phone No.: J l .� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: nv.,p1 p4.e r, C-a INSPECTION RECr 1 D Retain a copy with Pb. mit „s41 Pti ti■:5 PERMIT NO. 1:X17-0374 (206) 431 -3670 Corrections required prior to approval. -� Cxc- up y I) $ C�U • • `t"+ N tt ( ( Tt`e t~ c5� v _Se ec i cc t i (AS 0 0 :e.c, D +-‘, 10. er $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RE Retain a copy with INSPEC ON NO. CITY: F TUKWILA BUILDING DIVISION `;6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. AI .19 COMMENTS:i Inspector: Date: D9v -a) PERMIT NO. (206) 431 -3670 Project4 p Special instructions: Type of inspection Addres Date called: 7 . Date wanted: Requester: Phone No.: Corrections required prior to approval. A A Al Le F $42.00 INSPEC r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ep Type of i spect' n — I Address: ( w o r ! v Vl/ ; _ �`7l Dam call ? J.. q Y o Special instructions: ' DDitte wanted:Z ! a. f RQque ej fadA bone No t —I 7 j / '.J / COMMENTS: / .r ti --- (1 C-- S —. 6;4e 6 -S II El De'7 rte., Frkzear /t . (Ci? ©r.e o T?+i.Q 0‘)0.4 u eA(67 a ,...arifit f'f( A 4731 = • C -- rC4.C, 40 5/6/ ' T / 7L!7 no o e, ` �` - (1■S . 7>O 0 - • CI , . Li L..( L. 0 c-,/e4-4) r .. a Pa .L t x(crr�A,c4z)ort.( 471 � touf ,, e s,€ ' v . .-oc9�t.° _____ it Ati - - - __— INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector L R0Pt No.: INSPECTION REC Retain ' a copy with Corrections required prior to approval. Date: RMIT NO. (206) 431 -3670 Li $42.00 R ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: �f; ;INSPEdTION RECf"D Retain a copy with it INSPECTION NO. CITY OF•TUKWILA BUILDING DIVISION 6300 , Sout#tienter Blvd., #100; Tukwila, WA 98188 Inspe Project: y � A 4(.1.1-/// � A � Type of inspe6tiori��� Address Date called: -� &2 -cad /.�U L�(�, /0 -2.-f, Special instructions: Date wanted: a.m. !i/ut /, Requester: Phone No .• Approved per applicable codes. I I Corrections required prior to approval. PERMIT NO. (206) 431 -3670 COMMENTS:: sf�1r ;.7 i .30-ppworArron $42.00 REINSPECTION FEE<<<.REOUIRED. Prior to inl;pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of i Date called: ? ~ � -- '- fir Addres /� /I?. iL r Special ins ructions: Date wanted: a.ql. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 • v���. ..R...u� .�t -c. "µms k 2=. yy`s.F,2,",.; Y�` ,•rl .,',r��,... INSPECTION REC Retain a copy with it 1) 7 -0 57 PERMIT NO. x (206) 431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: [',-- k.(S ,T7 A7 , El $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: ya Project- I, ��/ ] ,,, Type of in pect •ry 144166 ddress: A Iet; 6D S7 Val(Q t.) Date c.�:d: S ecial instructions: � ..- ... ; 'd.044 I ` .. Date wanted: 7 /c��' .m. p .m. Requester ^ Ph /c704) 97 -- 5 6 Ilaet Inspector: Date: : r uc' r• et;t:: :u >.'i;�';r.'sl„ a . ; •4 `A A' d'l4 PERMIT NO. INSPECTION RE Retain a copy with INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Approved per applicable codes. I Receipt No.: Corrections required prior to approval. C-v c� COMMENTS: F $42.00 EINSPECTION EE REO IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: L1W ,'� .,. 4�� v.L� • M .Y ^ � , ��� t K • TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project .Name : la �W � \ c 'Y e7V 1 OYN Address \ (s ' ?_O s s \� a \\ Permit No. John W. Rants, Mayor F. . Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM F t q' 1- gu /bk., \ \',5 Rev. 2/19/98 loAls\9A Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57.5-4439 Project;.. . ;,. e (u 4 tff4 Type of Inspection: c-cA' Address: • glo.Z w. If VVV Date called: Si Vf q , Special instructions: a a.m. Date wanted: 3/.19.9 p.m, Requester: - / / il r4 ! - °" Phone v Retain a copy isq permit INSPECTION NO C ITY: OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, TukwIla, WA 98188 COMMENTS: 3I f m f/ 4 Sly - c? 5au11A. Inspector: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. Receipt No: Date: :;INSPECTION ` ',ORD .ac' y:'.'.a:i•'.:u3.ii: +' Div' �Lx'4 k'i- .,�,($�, Corrections required prior to approval. Date: Di7- (206)431 -3670 C.S. .5froM PERMIT N0. (. • The following items are found to be deficient and not in accordance with the approved plans or City standards: pu CORRECTION NOTICE 13 CITY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 431-3674 ,th • • • • • • • • i t:Lt/A) 6 / / 1, d Dit. 1.J11-6.-76 / /kJ ce-wvf ) . - CLee,w1A-iteertrt frup,. ,r - 44-6/ z/yhr RA). a4 fof C,L,r s(06;) (5)/i c,4,3 7 g 44-.545 - //u 1 7 1 /( 6(4 4/ (A.0 C" () ry of - //vSrr SEC (Tod- e../ ,$ 4/1 SIGNED: )6 PUBLIC WORKS INSPECTOR PERMIT NO. ,-, i — aC /11-12 7 DATE: TIME: JOB ADDRESS: a_4 P17 0376 TE • Elettataumunsvastm COMMENTS: INSPECTION RECOIL) Retain a copy with permit ";INSPECTION NO..', CITY OF.TUKWILA BUILDING DIVISION. 0300 ,Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)43)4670 Project� �J T of Inspec 'on• • Address: Date called: *If / ! / Special instructions: _ Date wanted: / a.m. / 9 p.m. Requester A,,,y P hony. / / W!_° Approved per applicable codes. LJCorrectionvequired prior to approval. 5h% Inspector: Receipt No: I Date: Date: 67)- C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 0 Elettataumunsvastm COMMENTS: INSPECTION RECOIL) Retain a copy with permit ";INSPECTION NO..', CITY OF.TUKWILA BUILDING DIVISION. 0300 ,Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)43)4670 Project� �J T of Inspec 'on• • Address: Date called: *If / ! / Special instructions: _ Date wanted: / a.m. / 9 p.m. Requester A,,,y P hony. / / W!_° Approved per applicable codes. LJCorrectionvequired prior to approval. 5h% Inspector: Receipt No: I Date: Date: 67)- C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • COMMENTS: Type of Ins ` �t Date called: i ii1 / 3/ 5 Date wanted: c r�// /3/7� p t a.m. p.m. Address: .1 2-0 tP3 A.1. tAw i i3 C I t1 .t) P ^JrA61 Phone: a �j C .l ( r r 4 ,)- 1 1 C C A -(..+ t I tjt,4l .. fr _ (.il t-e; -fir? Al> b_Q. tkAA.'Ne -ck /.,I" , t.�__ . } \i iii t!' . (T .l .4 44,ItitJ G f t L, ti 1. .ts k cl ' 4., • . ..1 , ,,_ t 1 . ' 21 ' .t Project: P (4Ah Jc-j4 , Type of Ins ` �t Date called: i ii1 / 3/ 5 Date wanted: c r�// /3/7� p t a.m. p.m. Address: .1 2-0 tP3 A.1. tAw Special instructions: Requester: , / . (' / ^JrA61 Phone: a 3(1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. Date: 41/4 eAdPERMIT NO (206)431 -3670 Corrections required prior to approval. ‘ fi C i 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Receipt No.: '`++�r ti FMS ca» � + Date: (. PERMIT NO. ( 206) 43f-3670 Project: Address: R9360 64.01 “Al Special instructions:: Type of inspection: Date called: Date wanted: a.m. �/9 p.m. Requester: . / / S� Phone No.: 1 Corrections required prior to approval. COMMENTS: Date: 1;)/(/ ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must .' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Approved per applicable codes. COMMENTS: Inspector: Address: /6a04. ..L' V. f , Special instructions: Type of ins ction: p - S D . Date called: INSPECTION RECORD Retain a copy with perm i 7 7- 0 37 6, INSPECTION NO. .. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Bivd., #100, Tukwila, WA 98188 (206) 431 -3670 Corrections °required prior to approval. C w i pI -t , 1? Li 51" orNi AMA Date: $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: INSPECTION RECORD gi Retain a copy with permi IL Y7 - • INSPECTION NO. PERMIT NO: t CITY: OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project:1— 6/9 Address: Special instructions: Type of inspection: CC- 5 Date called: 7 Date wanted: P.m. a.m. p.m. OLou0/4444 Vitt Requester: Phone No.: Approved per applicable codes: Inspector: 6 , Receipt No.: Corrections required prior to approval. COMMENTS: 6110.41 f .41 F`t iNk 1 itialt4k / fi t. &Lep i44 7 ;. 9v v `% yot4 Date: p i 0 / r 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100„ Call to schedule reinspeclion. Date: Project: 114X Ukk 12 , e Type of inspection: Address: Date Date called: Special instructions: Date wanted: a.m. P.m. Requester Phone No INSPECTION RECORD Ails Retain a copy with permit. INSPECTION NO, PERMIT N0c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 El Approved per applicable codes. L leceipt No.: 5'7 - ` 41 7 Corrections required prior to approval. CO ciml • . b A •cilintk 3 Ft,r, )L-5 S rviss €7K, P's Inspector: 6-0 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: INSPECTION RECORD Retain a copy with per 017 O37' INSPECTION NO. PERMIT NO. CITY OF•TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Address: Special instructions: Type of inspection: Date called: Phone No.: Approved perapplicable codes. Corrections` required prior to approval. I Inspector' n , / n . � Date: 1 , r - I $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: INSPECTION RECORD 1W I Retain a copy with perm 177 - C37 6 INSPECTION NO. PERMIT NOn .,; -_4,/ CITY: OF TUKWILA BUILDING DIVISION (i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 P Ty a of i spe lion: r ccf- Address: u Date called: p Special instructions: Date wante a.m Requester: Phone No.: �+j Approved per applicable codes. COMMENTS: Corrections required prior to approval. T. D 3/ Vif 6 (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Inspector: 1 Receipt No.: Date: Project: Type of inspection: 1 ,,. wait Address: t 1(0100 VA) : a-tw Dat r Date called: I,/ t 2 J Rct) £pecial instructions: Date wanted: a.m. i i i j ` 4 p .m. Requester: (A bANA Phone No.: i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300, Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit I 1 Date: d PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: r ltf r t y $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of inspection: i „,,it Address: ': /G . lti Date called: ili 13(`t `B spe cial instructions: / Date wanted: p t I e a.m. p.m.. Requester G 5 Phone No.:, Approved / per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ra . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �'� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670. Corrections required prior to approval. .COM ffr Inspector: \\. / Date: 3/‘10 r---1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must , . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Date: INSPECTION NO. PERMIT NO. h'K CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Address: Special instructions: Date called: wanted:. . a.m. p.m. Phone No.: INSPECTION RECORD l Retain a copy with permi b 1 �-- 3?l' I Corrections required prior to approval. av Date: lyt 4'g r .- 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Inspector: L leceipt No.: Date: INSPECTION RECORD Retain a copy with erm o INSPECTION NO PERMIT N :, CITY OF TUKWILA BUILDING DIVISION � , : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 3670 �; Project: QQ I , / Type of inspection: \ +J � r � S Address: Date called: Special instructions: Date wanted: a.m. Requester: p.m. Phone No.: COMMENTS: Approved per applicable codes. I I Corrections required prior to approval. (t /f m FEE REQUIRED. Prior to inspection, $42,00 REINSPECTION FE i R p ton, fee must be paid at 6300 Southcenter Blvd.,' Suite 100. Call to schedule reinspection. Inspector: Receipt No.: C-, Date: Date: :SY ?I.� l`:'•ftJN 5�1- 1:�'y:4�iti � INSPECTION RECORD Ai Retain a copy, with perm 1.17 ` fi° INSPECTION NO. . :- PERMIT N✓ CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd #100, ' Tukwila, WA 98188 (206) 431 - 3670 Address: Special instructions: Type of inspection: 555 Date called:. Date wanted:. a.m. p.m. Requester: Phone No.: Approved per applicable codes... COMMENTS: ` o T- fob IC .. e Toi co4 .1..thxe 5 # /3G ed.6. OL Inspector: Corrections required prior to approval. 6.1j Date: (I/ 045 t I-1 $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: Project: //' �^ oil Tyke of inspection: / / h u 75 %Sea 4 /r L��-. Address: _ 14 , 4 , l/ . , /) �Jt Dat ailed: 4 Cf D if 743 Pia? c ' nS d401 Special instructions: ' ' Date wanted: i Z. a y S`F' a.m. p.m. Requester: Phone No.: COMMENTS: /', �Q 24/122e/56V ,5 k) n v i e GB71 ind ca < La, 6 h u 75 %Sea 4 /r L��-. / .0 aiL,--7-f i-- -.,..4, ..,,, G /,,, /rnL �rC. k 1 ) VI's ✓-GG�i j a.,-.e. � 4r D if 743 Pia? c ' nS d401 _ 1 _ ki G,*/ - — Tke. 51 -,01,(.A., . - - / - ' L��� JGZi..z G:1 re c 5 +7 apt. ,-norms 4 % G P __A- __ _ 1'h INSPECTION 'RECOR Retain a copy with per INSPECTION NO. t,.,:.. .; .: • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 I Approved per applicable codes. Inspector: Receipt No.: a Date : / Date: D974,376 (20 IT NO. Corrections required prior to approval. z 31 -3670 $42.00 RkINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100., Call to schedule reinspection. ,r INSPECTION RECOR Retain a copy with per INSPECTION NO. • MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 31 =3670 Address: -. Type of inspecti np Date called: Requester: Phone No.: Approved per applicable codes. COMMENTS: Date: Corrections required prior to approval. Inspe �"' r 1 $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: 'Addr Approved per applicable codes. Date' called: D - 03 - ) INSPECTION Na .. ; '; " /PE ;MIT NO CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (200 431 -3670 Corrections required prior to approval. COMMENTS: Date: rc1). '� ge [ $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: .=i -...:. �..� �:lii •— ap' - "r:.; .:yn,. xy,':.t }Jt2u5'{: 7-;9 Special instructions: , COMMENTS: INSPECTION RECO Retain a copy with pe INSPECTION NO. ; .:,`. n. CITY'OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 Date called: Date wanted: Requester: Phone No.: Date: Corrections required prior to approval. _44 ,/ r/ ✓L.� J_' .' ` / Ail Alta �.. 1 11 4, C y 11:42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ttepafd ai WOO Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECOIVIC Retain a copy.with perlifff INSPECTION NO. , L 2 :. ,:.+.4,. ...1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicabte\codes. Date: !?7 -()371,,0 I IT NO. �E 431 -3670 Project: Special instructi Date called: Type of inspection : 1' (R L Date wanted: Requester: Phone No.:\ Corrections required prior to approval. CO i1/1149, $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: INSPECTION NO. CITY:OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D97 - 0376 I RMIT NO. /'( )cti 431-3670 Project Address: h e r Special instructions: Type of inspection: Date called: A r-Iod Date wanted: a� 16)9 Requester:: Phone No.: Corrections required prior to approval. COMMENTS: f Inspect r: ' e Date: 14T fr l� ri $ 42.00 REINSPECTION FEE REQUIRED. Prior to in pecti e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ■ • • INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 : Southcenter Blvd., #100, Tukwila, WA, 98188 COMMENTS: (206)31 - 3670 •Project ' Address: Special instructions: Date called: Requester: Phone No.: Approved per applicable codes: J J Corrections required prior to approval. f Inspectorr_ „ . Date : I $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: COMMENTS: Insp� C r' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431 -3670 Project; Address: Special, instructions: Date called: Phone. No.: Approved per applicable codes. J Corrections required prior to approval. n $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: MOW INSPECTION RECO Retain-a copy with per INSPECTION NO. . 'CITY OF;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Address: Special instructions:' Type of inspection: F r` R.O Date called:.. Date wanted: \ Requester: Phone No.: I Approved per applicable codes. COMMENTS: Inspector: I Receipt No.: e ihAtni Date: DG MIT NO. r (206) 431 -3670 Corrections required prior to approval. ob(0/5k [~ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: �i' ,,a.�c:a� ".•ii:F�'�;•..;�� µty INSPECTION RECO Retain a copy with pe INSPECTION NO. ; CITY OF TUKWILA BUILDING DIVISION 6300 .Southcenter Blvd:, #100, Tukwila, WA 98188 Projec ..Inc ,4er e :Ad Special instructions: Type of inspection: C c. � 5 F roc. - Date called: Date wanted: 4/9s (-- ;a5" Requester: Phone No.: Approved per applicable codes:' Ins a 2 c �/ )"Vo Receipt No.: (2061431 -3670 Corrections required prior to approval. COMMENTS: D a t e : FT $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date; '�'�'}�'4': �� • :.ta+t����i�i =''n .•'s'�� 4�ry' .. i. ' .a 1:4 �� }� .F' INS ; ECTION RECO Retain; a copy`with pe • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: RMIT NO. • (206) 431 - 3670 Address: Special instructions: Date called: Date wanted: Requester: Phone No.: Approved per applicable codes. 1 1 Corrections required prior to approval. 1 $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: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: TUKwi!ci; Address: 162.00 valley Al Special instructions: Date wanted: 11-i3 ^ q Requester t Cra t G� ryg Phone No.:. 5 -- 995 1 , INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206) 431 -3670 I Inspector: bate: tit-1-0M ;$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must t be paid at 6300 Southcenter Dlvd.,i$uite 100. Call to schedule reinspection. I Receipt No.: Date: P'1/4 \, INSPECTION RECOIR Retain, a copy with pelfilit • INSPECTION NO. 01,? 44960 I b97- ,..... ,...r ep 7ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431-3670 Sliecial instructions: Type of inspection: Si a.m. p.m. •ate called: 13 16 / Date wanted: I t f Requester; Phone No.: Approved per applicable codes. CorrectionNe,quired prior to approval. Date: [Inspector: — I $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: Project: 10 n v. Address: Special instructions: Type of inspection: S,) Date called: ./ g Date wanted: I a.m. p.m. Requester: 8 h K Phone No.: (_J Approved per applicable codes. COMMENTS: f1. INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (20 431 -3670 Corrections required prior to approval. Inspector: Date: r a r1 $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: F M e Project:,; Address: Special instructions :. Date called: Date wanted: Requester: Phone No.: Type of ,inspection: INSPECTION RECO Retain a copy with pdifilit UV - 0 0 INSPECTION NO. / ,P ERMIT NO. CITY OF-TUKWILA BUILDING DIVISION V 6300.Southcenter BIvd., #100, Tukwila, WA 98188 (2b6) 431 -3670 • Approved per applicable codes. Corrections required prior to approval. COMMENTS: �., AA l Gam 14- - M. • Inspector: G U Date: 9! [ ] $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: }'f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)431 -3670 Project: 'BP Address: Special instructions: Type of inspection: Date called: Requester: Phone No.: Approved per applicable codes. [Inspector: I I Receipt No.: Corrections required prior to approval. COMMENTS: l v Date: 6 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Projects K , , A Type of inspection: Address: Date called: 7 /� f / V _ Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: � '.M ^ra ..�, ykM :: Y)U2C ^ 't;Y':�. r�M.:C�AA'�t`2`•r Approved per applicable codes. I Inspector: INSPECTION REC Retain a copy with p 6v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: Date: $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: (206''431 -3670 Inspector: MEM COMMENTS: D9 7 -036 1 INSPECTION NO. -- PERMIT NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 Project Corrections required prior to approval. 33670 fru 7R cxr,r X11 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date; INSPECTION RE Retain a copy witl INSPECTION NO. ,It CITY OF TUKWILA BUILDING: DIVISION 6300 Southcenter Blvd:, #100; Tukwila,.'WA 98188 COMMENTS: Date: Project: Type of inspection: �uKwil 8 P Stu +iow :wafer +est f or sewar .D3t ��'called: i , Address: 16200 W Vaife1w . . i L� 6_q g ,v ‘ I. Special Instructions: Date) wanted: II.. 1 l g a, p.m. Requester:; k W� I14 i < U / � Phone No.: o Y eV2 79- �1 X05 2bc — 366$ 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. Receipt No.: Date: INSPECTION RE .-M D Retain a copy wit •�rmit 1�(7 --037 ,.INSPECTION NO. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)70 Project: Type of inspection: s S 5 Address: r' Date called: g (� Special instructions: Date wanted: J / i a.m. 1 t p.m. Requester: / i-- Phone No.: COMMENTS:. Approved per applicable codes. I 1 Corrections required prior to approval. Inspector: 11 Receipt No.: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTION RECD Retain a copy with pi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 Pr ec6 v im Address: V Ua �ie Special instructions:. Approved per applicable codes. COMMENTS: L nscto1: fl $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.: • Type of inspection. , Date called: Date wanted: / a.m. /PI ? p.m. Requester,. Phone No.: (/ (206) 4 -360 Corrections required prior to approval. Date: Date: Vok Inspector: INSPECTION RECO4 Retain ,a copy with•p tit Date: Date: �..t '4... is Dq7 -037 INSPECTIOIV NO. •. L RMIT NO. CITY OF. TUKWILA BUILDING DIVISION J' (206 3 6300 Southcenter Blvd., #100; Tukwila, WA 98188 -670 Project: Type of inspection: GC . u l<vJ a r 90 a/e r Sawcut o h hi Irc1w Address:` &z t Valle �Datecalled: g - � o .Special instructions:. Date wanted: A Requester: Cratg Phone No.: � ZRS -qq 51 Approved per applicable codes. 1 1 Corrections required prior to approval: COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee .must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Receipt No.: ep Inspector: INSPECTION RECO4 Retain ,a copy with•p tit Date: Date: �..t '4... is Dq7 -037 INSPECTIOIV NO. •. L RMIT NO. CITY OF. TUKWILA BUILDING DIVISION J' (206 3 6300 Southcenter Blvd., #100; Tukwila, WA 98188 -670 Project: Type of inspection: GC . u l<vJ a r 90 a/e r Sawcut o h hi Irc1w Address:` &z t Valle �Datecalled: g - � o .Special instructions:. Date wanted: A Requester: Cratg Phone No.: � ZRS -qq 51 Approved per applicable codes. 1 1 Corrections required prior to approval: COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee .must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Receipt No.: Project: Address: /f W V4 �f��, Special. instructions: . ,.....,mss:''; �'•N- �:j�;e, .,;M� ��. }- � . INSPECTION RECORA Retain a copy with p it INSPECTION NO / PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd:, #100, Tukwila, WA 98188. (2 6) 431 -3670 Type of inspection: l Date called: Date wanted: Requester: Phone No.: D97 -0376 I a.m. p.m. Approved per applicable codes. . l Corrections required prior to approval. COMMENTS: Inspector: [ I $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: Date: • ' INSPECTION REC • ,? , 1 111W Retain: a copy with p' `' it 017-037 , INSPECTION NO. 1' F,f MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)31 -3670 COMMENTS: Project: Type of inspection: Address: Date called: Special instructions: U Date wanted: a.m. p.m. Requester: Phone No.: Approved per applicable codes. I 1 Corrections required prior to approval. Inspector: 1 1 $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: Date: INSPE9TION REC Retain ELT/ with p it 097- 03 7 G INSPECTION NO. , — iMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter 'Blvd.,' #100, Tukwila, WA 98188 Project:n a Type of inspection: 5 Address . Date called: pecial instructions: Date wanted: a.m. p.m. Requester: Phone No.: Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: (206)i Inspector: Date: [ T $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: Project: ri , 0 . IN Va Type of inspection: LGA.� Address: tt ` rifr Date called: Special instructions: Date wanted: a.m. P.m. Request �: Phone No.: t. Y • INSPECTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: INSPECTION RECOIR Retain a copy with pit Date: 097 - 037 C o MIT NO. (206) 1 -3670 Corrections required prior to approval. COMMENTS: 1t1 d la 4 ih �a Inspector: Date: r� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soufhcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98183 Approved per applicable codes. [Inspector: TION . RECOME copy with pdelit D97 -0376 ERMIT NO. 431 -3670 Project mg 164/fie Address: 16Z00 tJ ✓a /k ,- P 1 Special instructions: Type of inspection: Date called: Date wanted: a.m. p.m. Requester: Phone No.: Corrections required prior to approval. COMMENTS: k K 1 d wu --ii /tom caw A Ch Date: T ] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. L Pt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98.188 Type of inspection: 11 Date called: (206) '431 -3670 Special instructions: Date wanted: Requester: a.m. p.m. Approved per apppicable "codes; [Inspector: Phone No.: • Corre required ' prior tb approval. COMMENTS: Date: Li $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: INSPECTION NO. ITY;OPTUKWILA BUILDING DIVISION 300°Southcenter Blvd., #100, Tukwila, WA 98188 Address: S pecial instructions: Date wanted: 1 ` - / - a.m. - 1 0 15 7 /it On. 5..� Requester: . ♦ / (4 4 K trtrii f lam Phone No.: OMMENTS: Date called: ERMIT NO. 431 -3670 Approved per applicable codes. 1 1 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. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 Special instructions: Requester: a.m. •.m. Sa. Approved per applicable codes. Phone No.: Corrections required prior to approval. COMMENTS: out L,4f cc Q Inspector: I Receipt No.: Date: CJ $42,00 REINSPECTION FEE REQUIRED. Prior to 'inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: "1" .3.;tinyft ;4b. 1 i f '' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION X 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Type of inspection: Date called: Date wanted: Requester: Phone No.: a.m. P.m. Approved per applicable codes. Corrections required prior to approval.. COMMENTS: Inspector: V Date: 11 $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: COMMENTS: *1 1/5* H- 0 6-61-4€4,S , 6 &t .1?-t ' (a4 .. 14 SA _A_ of . jML C... C. U4. A_ r , • , ..r...." . 2 I . & _ r1 !" � ..yr I / 1 a 10 . • rA.1 ny t. ' `D I e 2-5 5 crZ• S 1 ea-At ‘A/A /5 o'r Al LL2 4 LO Np-T a ____,_______pue-P c. OG J - -_ _4 )--`5i/ 7 2-52_ iU 14,6 K Approved per applicable codes. Receipt No.: INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Date: 0:17,-c,t376\ MIT NO. (206)1 Project: P ( V - 491 Address: Special instructions: Type of inspection: Date called: Date wanted: a.m. p.m. Requester: Phone No.: Corrections required prior to approval. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f . � INSPECTION RECO Retain a copy with p INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION - .6300, Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Special instructions: Type of inspection: Date called: Date wanted: a.m. p.m. Requester: Phone No.: Approved per applicable codes. I Corrections required prior to approval. Inspector: Date: r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: P -eAt (y 2-5"/ -ra 4-e-1 s' j Address: : U J6200 t.-) V t(cy (-� Date called: - Date wanted: ,11-44"P - U `lU Requester: 21"2 - t Ao 4A ...c... � ,t 41 .,au 5 .. . r`__ w j 2S- M. ,s i ! • u I • 4 , • ? r 't ! c r.; L... y 1 ) 2 I � I , T 1 0 y i A_ -- )CAA-1.4- f--= Projet p via_ V ;, t Type of inspection: ( 1 i j Address: : U J6200 t.-) V t(cy (-� Date called: - Date wanted: a.m. p.m. Special instructions:. ! / Requester: Phone No.: INSPECTION NO. ..CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Receipt No.: .',te citaUftw^KF INSPECTION RECO Retain a copy with pit O97 - 037 MIT NO (20 431 -3670 Corrections required prior to approval. Inspector: V Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,,■ Sj fistmm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Type of inspection: 3 � v w�� Address: Date called: Special instructions J Date wanted: a.m. p.m. Phone No.: Approved per applicable codes. 1 I Corrections required prior to approval. COMMENTS - 1..Ati / 2 k 6 tO 7- O3 76 IT NO. (206) 431 -3670 . rc'II ts`' ,Uri r it te4 -4.4, 5 l,Gt 7b 74,44 g::1 6X. Inspector: Date: R 3 $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: COMMENTS; Type of inspection: Date called: . 2*2 1 LI g_ C 1 7 L G41L1. 11 ' 4 ? A"-c;� n- I e e U c� k � j 4' 6Q U( \J I.a--J ie'+-- n - ar t `^ T clv 1 Goo _.. I J ._ 1 i L ....: i J i fiicl.,. _ A- / / 1 - ,- 4 .i/ i / l- (44, /, l 4j , L A! ..S. i 4 .'._.y i .L r ALAP i k — '�i4 111 Project: ll �r�x",r)` () Q�c2 Type of inspection: Date called: . Address: ( Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable, codes. Inspector: Receipt No.: L L INSPECTION RECO • Retain a copy with p it 07- 037 I 6 V MIT NO. (206 431 -3670 Corrections required prior to approval. Date: - - 9 Sr Fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i• Project: e p Address: 1(024-13 v Special instructions: COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Date wanted: Requester: Phone No.: (20631 -3670 Approved per applicable codes. I Corrections required prior to approval. Inspector: Date: e.,2 6- �? $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: Sri Project: � (hrerl .\1 Type of inspection: W ttit Address: WOC kaki. Date called: Special instructions: Date wanted: a.m.. p.m. Requester: Phone No.: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION REC Retain a;copy with 0.4 or /2 1701 e A ), E. CeVi 1 L R01Pt No.: Date: (206) =3670 Corrections required prior to approval. n�9 GtQ'f' any " (4;, wi pd. 7t Fitt / yd AAA" 4 /m kf e o 144- i Jed 7 & z�. Inspector: Date: 2 . ' y r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .P.roject: Type of inspection: Address: Date called: .Special •instructions: • •Date wanted:. _ tl .a.m.' • p.m.: Requester: . ..`' ,� Phone No.: . • PE IT NO. • INSPECTION RECORD Retain a copy with perm, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -36 Approved per applicable codes. Corrections required prior to approval., COMMENTS: 7/1 7/q f , ,4 4 r - U. 5 DaD CO, 6.1 , / �. yr,. .. -v�": ,t � , Pit( 7j7 is- .- Zo� , �.±� -� -� px,, Pte Inspector: Date; n ,$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: �s; . INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: 13 1 wv Addres • 1(1CY Special instructions: Type of inspection: Date called: / 0013 � 1 Requester (KO h)9-4-le 6A444 Phone No.: Date wanted: a.m. p.m. Approved per applicable codes. Inspector: I Receipt No.: INSPECTION RECO Retain a copy with pe ChU Corrections required prior to approval. COMMENTS: 7 /I` I s - r - A(/ t i t s iA (20 431 - 3670 i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: \PR•ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP P GooR . CoPY • w Original PIan Submittal Response tot; Response to;Correctiori.Letter.# Revision #' °_ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete Comments: Planning Division W Permit Coordinator • DUE DATE: /0-6 Ee Not Applicable Please Route Li No further Review Required Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) r d i a REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: I -3 " 9 $ Approved n Approved with Conditions Li Not Approved (attach comments) Li REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved Li Approved with Conditions Li Not Approved (attach comments) El REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: 0 q7- 0 376, PROJECT NAME :. Sow M'ticeJ&e 6 P DATE: /0 _C Original'Qlan Submittal Response to, Incomplete. Letter Response to Correction Letter# _X_ Revision # a. After. Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP • DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete TUES /THURS ROUTING: Please Route Routed by Staff \PR•ROUTE.DOC 6/98 REVIEWERS INITIALS: Fire Prevention Structural REVIEWERS INITIALS: Comments: (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions cil CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ '19,n13't ik'?ii rroli p..fiArl7Alf. w w't,• Planning Division Permit Coordinator C DUE DATE: /0-6 `Z Ee Not Applicable ❑ No further Review Required DATE: 1 © - 6 rqe DUE DATE: 1 '3' 98 Not Approved (attach comments) ❑ DATE: /0 _ q— q? DUE DATE' Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENT: �i . r cg, B � i • i ng Division \PR.ROUTE.DOC 1/98 PLAN RE E�O I (z4 � ACTIVITY NUMBER: D97 -0376 DATE: 3 -18 -98 PROJECT NAME: SOUTHCENTER BP — FOUNDATION APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention C Public Works Structural n Plannin Division e mit Coordinator it DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 - 24 - 98 Complete Incomplete ❑ Comments: Not Applicable TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 4 REVIEWERS INITIALS: DATE: Approved Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: DUE DATE: Approved ❑ Approved with Conditions El Not Approved (attach comments) REVIEWERS INITIALS: DATE: ALAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0376 DATE: 3 -18 -98 PROJECT NAME: SOUTHCENTER BP — FOUNDATION DEPARTMENT: :Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) 9 Complete Incomplete Comments: TUES /TI-IURS ROUTING: Please Route n- No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: ' �z( k APPROVALS OR CORRECTIONS: (ten days) Approved •C-,�~i Approved with Conditions ❑ Not Approved (attach comments),- REVIEWERS INITIALS:v DATE: '( 2 qq) CORRECTION DETERMINATION: Approved REVIEWERS INITIALS: 4 DATE: 1IR.KOU1 C.DOC urn n n Fire Prevention • ❑ Planning Division Structural n Permit Coordinator ❑ DUE DATE: 3 -24 -98 Not Applicable E DUE DATE: 4 -7-98 DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) C • YF 41.4 , .;iwgp xz "..;w "�'+nT.ai REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: COMPLETE g NOT COMPLETE p COMMENTS } rt APPROVALS OR CORRECTIONS: (ten days) IT ' �,�}` tr?p+:AYY qY 1`1,�yM' �i c'J�,�.' ''itt74'4�(' x 1 ,714 y�Y I��"�l. ". 1}+ie 1G�,+�;t: Rii�. :�r vL'4'J+uF \�F:(�ii GY �'11. .x':tFSNJK,kSA.f Trma Ceor4. Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0376 DATE 12/3/97 PROJECT NAME BP CONVENIENCE STORE (FOUNDATION) 1 PARTMENT: G l� 1� U ING DIVISION FIRE PREVENTION p PLANNING DIVISION is -a►a -1 ►� �a - fl n UB WORKS STRUCTURAL ERMIT COORDINATOR NE aearcil 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12/4/97 DATE REVIEWERS INITIAL DATE DATE NOT APPLICABLE p TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) I I DUE DATE 12/18/97 • APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) ix ft((& L *\ ( ti )6, zf P I DUE DATE APPROVED 1 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p (Certification of occupancy required. }4; ACTIVITY NUMBER D97 -0376 PROJECT NAME BP CONVENIENCE STORE (FOUNDATION) DEPARTMENT: BUILDING DIVISION II PUBLIC WORKS fl DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL APPROVED C:ROUTE -F CFYn?dtd v41., hirogun ,i.4q* rOm'ziawtn' z 'Mild, 40 PLAN REVIEW / ROUTING SLIP REVIEWERS INITIAL CORRECTION DETERMINATION: FIRE PREVENTION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ NOT COMPLETE ❑ • APPROVALS OR,, CORRECTIONS: (ten days) DATE 12 ` `— g 7 DATE DUE DATE •St".d -: %i'�in.15�F1�1 Y��Y.A.1 W t•i DATE 12/3/97 PLANNING DIVISION DUE DATE 12/4/97 NOT APPLICABLE ❑ DUE DATE 12/18/97 • TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED Er ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) I APPROVED APPROVED W / CONDITIONS C NOT APPROVED (attach comments) 17 REVIEWERS INITIAL �' �� DATE 2 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Ccnificadoa of occupancy required. ) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0376 PROJECT'NAME BP CONVENIENCE STORE (FOUNDATION) DEPARTMENT: BUILDING DMSION ❑ FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Siena.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DUE DATE 12/4/97 NOT APPLICABLE ❑ DATE (r DATE DATE DUE DATE 12/18/97 APPROVED I l APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) ❑ DUE DATE (Certification or occupancy required. ) DATE 12/3/97 . APPROVED El APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) ❑ ACTIVITY NUMBER D97 -0376 PROJECT NAME BP CONVENIENCE STORE (FOUNDATION) DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION t --- ! PLANNING DIVISION r PUBLIC WORKS STRUCTURAL EI PERMIT COORDINATOR Ei DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 7Z_ NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED -I . APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED Ell REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP DATE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DATE DUE DATE 12/4/97 NOT APPLICABLE 0 DATE 12/3/97 DUE DATE 12/18/97 DUE DATE (Certification of occupancy requited. ) tx n.w.l? xi9A j(,:c:rurznna�r PUBLIC WORKS C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0376 DATE 12/3/97 PROJECT NAME BP CONVENIENCE STORE (FOUNDATION) DEPARTMENT: BUILDING DIVISION 0 DETERMINATION OF COMPLETENESS: (T,Th)' COMPLETE n NOT COMPLETE p COMMENTS TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL FIRE PREVENTION p PLANNING DIVISION p STRUCTURAL PERMIT COORDINATOR p 7 ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ,'�if�� C DATE I Z — -- q7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12)16)/9 APPROVED 11 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 DATE DUE DATE CORRECTION DETERMINATION: DUE DATE APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE NOT APPLICABLE p • NO FURTHER REVIEW REQUIRED p (Cettificadon of occupancy required. f'kr'iAcc14 :I:s' ACTIVITY NUMBER D97 -0376 PROJECT NAME BP CONVENIENCE STORE (FOUNDATION) DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ' ❑ PUBLIC WORKS i STRUCTURAL ❑ PERMIT COORDINATOR 0 J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE fl NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Siena.) REVIEWERS INITIAL I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/18/97 • seow rE ;oases( 7' Foie / V OL. f ff�9,r c Lf#t c5 •s NEL-P APPROVED n APPROVED WI CONDITIONS tit NOT APPROVED (attach comments) U REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ APPROVED WI CONDITIONS ❑ C:ROUTE -F ttiOit:41...m4wr.*,gonnm r,v«,...,,. ••e•r•.•••.w:wm t•i raY Tri4gt PLAN REVIEW / ROUTING SLIP CO—/ DATE (2/ '6 / - REVIEWERS INITIAL DATE DATE •2/3/97 DUE DATE 12/4/97 NOT APPLICABLE ❑ DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. • RECEIVED MAR 0 9 1 These drawings and all Inform- ation hereon are of a confidential nature and remain . the . property of Frey -Moss Structures,. Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 1 OF 17 DATE 3 -4 -98 CALC. BY H.M. STRUCTURAL CALCULATIONS ROOF LIVE LOAD = 25 PSF ROOF DEAD LOAD = 12 PSF WIND LOAD = 22.6 PSF FLOOR LIVE LOAD = 100 PSF FLOOR DEAD LOAD = 30 PSF SEISMIC ZONE 3 A36 STRUCTURAL STEEL STEEL DECK Fy = 50 KSI TUBE STEEL ASTM A -500 GRADE B Fy MAR 0 6 1998 oasiur � LrS F�piRC3 b )� - REFERENCES: MANUAL OF STEEL CONSTRUCTION AISC 1989 SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL MEMBERS - AISI 1994 EDITION OF THE UNIFORM BUILDING CODE 1 These drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Mose Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 2 OF 17 DATE 3 -4 -98 CALC. BY H.M. ROOF DECK CALCULATION LOADING CONDITION = DL + LL + SL + 1/2 WL SNOW DRIFT LOAD = 62 # /FT CO 1.5' FROM SCREEN TL = 40 PSF MAX. SPAN = 4' -0" WITH THREE SPAN MIN. w = 1.33 (40) = 53.2 # /ft (16" PANEL) WORSE CASE LOADING = 53.2 + 62 = 115.2 # /FT — Mmax = w 1 = 115.2 (4.0) = 184 ft# 10 10 . f = 184 (12) = 7135 PSI OK .31 in USE 20 GA. ROOF DECK SEE SHEET Al FOR PROPERTIES ROOF PURLINS CALCULATION TL = 40 PSF P (FROM HVAC) = 0.3 kips P = 62 x 4 = 248 Ibs = .25 kips MAX. SPAN = 12' -0" PURLIN SPACING 4' -0" O.C. MAX w = R1 = 1.5 kips R2 = 1.22 kips Mmax = 50 in —k 1' -6" f b = 50 = 16.67 PSI OK USE C5 x 6.7 3.0 in 5' -0" MAX w t R, 4.0 (40) = 160 #/ft 3' -0" 4 - R, = 1.5 kips USE 3/16" WELD AT TOP AND BOTTOM OF C5 2.78 X 1,75 X 2 > .89 kips OK 12' - 0" P rw R2 1 This* drawings and. all. Inform— ation • hereon .. are ofa confidential nature and .rernain the property of Frey—Mose Structures, Inc. (FMS). Any use .or .reproduction of these drawings for any puma's, except•by written permission of Frey—Mos. Struc(ures, Inc. is strictly prohibited.' FREY-MOSS STRUCTURES TOSCO NORTHWEST 34 X 63'-0" MODULAR BUILDING JOB NO. T-158T SHT. 3. OF 17 DATE 3 4 98 CALC. BY H.M. END ROOF BEAM CALCULATION BEAM CARRIES 4 7.5" MAX w = 4.625 (40) = 185 #/ft •:. • R 2 = 2.02 . kips R „ Mmax = 23.2 in—kips. USE C5 X 6.7. f b = 7.7 ksi ATTACH TO COLUMN W/2) 1/2" A307 BOLTS. 9'-9 3/4" 9'-9 3/4" f R, R 2 r w 12'-3" R R3 2.0 X 2O> 2.5 kips 9'-9 3/4" 9'-9 3/4" R R, A Thep drawings and all inform- ation hereon ore of o confidential nature and remain the property of Frey -Mose Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 4 OF 17 DATE 3 -4 -98 CALC. BY H.M. 42" FRONT TRUSS CALCULATION 3' -8.25" \\\\\\\////// R , ' -1.25 4' -0" 4' -O" 4' -O" 3' -0" TRUSS CARRIES MAX 6' -0" w = 40 X 6 = 222 # / ft TOP & BOTTOM CHORD R1 = R2 = 5.88 kips Mmax = 84.2 ft —k 4_ 3 X 3 X 1/4 Ix = 1270 in' r = 8. = 64.2 f = 84.2(12)(21)/1270 = 16.7 ksi < 17.1 3' -0" 3' -2" MAX. DEFLECTION = 0.93 in. < L / 240 = 2.62" DIAGONAL BRACING MAX COMPRESSION = 0 4- 2 1/2 X 2 1/2 X 3/16 3' -2" 4' -O" = 1.44 in F = 17.1 ksi ksi o.k. MAX TENSION = 12.4 kips A = .902 in r = 0.778 in TENSION MEMBER MAX AREA REQ'D = 12.4 / 21.6 = 0.57 in 2 VERTICALS BRACING MAX COMPRESSION = 6.3 kips L- 2 1/2 X 2 1/2 X 3/16 A = .902 in kl = 42 = 54 F = 18 ksi r .778 P = 0.902 X 18 = 16.2 kips > 6.3 kips O.K. 4' -O" 4' -3.7 r= 0.592 in < 0.902 in r = 0.778 in R2 2 3'- 10.75" O.K. These drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 5 OF 17 DATE 3 -4 -98 CALC. BY H.M. CV N 3' -8.25" 25" TRUSS CALCULATION � 2X2X1/4 \\NNV 4' -O" 4' -0" 4' -O" 4' -O" 4' -6" 4' -0" 4' -0" 4' -0" TRUSS CARRIES MAX 6' -0" w = 37 X 6 = 222 # / ft Mmax = 0.240(53) ^ 2 /8 = 84.3 ft —kips TOP AND BOTTOM CHORD TOP & BOTTOM CHORD 46 X 3 1/2 X 1/2 A = 4.5 in r= 0.972 in (BR -2 Ix = 1225.7 in"4 MAX COMPRESSION f = 84.3(12)(12.5)/1225.7 = 10.3 ksi R1 = 0.9 kips 46 X 3 1/2 X 1/2 4' -0" ' -1.2 R2 = 5.88 kips kl = 54.0 = 69.9 f a = 16.43 ksi > 10.3 ksi o.k. r2 DIAGONAL AND VERTICAL BRACING Vmax = 240(53)/2 = 6.36 kips BR -1 4. 2 X 2 X 1/4 fmax (IN BR -1) = 6.36(54/25) / 0.928 = 14.8 ksi < 23.8 ksi o.k. BR -2 4. 2 X 2 X 1/4 fmax (IN BR -2) = 6.36/0.938 = 6.7 ksi KL /r = (1.0)(2.1)(12)/0.391 = 64.5 fa = 17.4 ksi > 6.7 ksi o.k. 3'- 10.75" These drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Mose Structures, Inc. (F)4S). My use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' --0" MODULAR BUILDING JOB NO. T -15BT SHT. 6 OF 17 DATE 3 -4 -98 CALC. BY H.M. FLOOR PURLIN CALCULATION LOAD CASE 1 ( UNIFORM LL) DL = 30 PSF LL = 100 PSF MAX. SPAN = 11' -10" w = 130 X 5' = 650 # /ft R, R2 = (11.83 / 2) .65. k /ft = 3.85 kips Mmax = .65 (11.83) =. 11.4 ft —kips 8 = 11.4 (14 = 17.48 KSI OK 7.81 in' LOAD CASE 2 ( CONCENTRATED LL) TL = 130 PSF TRY W8 x 10 P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF w = 30 (5') = 150 #/ft R = R = ( 11.83 / 2) .15 + 3/2 = 2.39kips Mmax = .15 (11.83) + 3(11.83)= 11.49 ft —kips 8 4 close to 11.4 ft —kips USE W8 x 10 USE 3/16" WELD TO TOP & BOTTOM OF FLOOR BEAM R, 4 X 2.78 > 11' - 10" f w (LC -1 3.85 OK 11' -10" w j (LC -2) These drawings and all inform— ation hereon are of a confidential nature and remain the property of Frey —Moss Structures. Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures. Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 7 OF 17 DATE 3 -4 -98 CALC. BY H.M. FLOOR END BEAM CALCULATION LOAD CASE 1 ( UNIFORM LL) DL( FROM SHEET ROCK) = 20 # /ft DL = 30 PSF LL = 100 PSF TL = 130 PSF MAX. SPAN = 11' -10" w = 130 X 2.5' + 20 = 345 # /ft R, = R2 = (11.83 / 2) .345 k /ft = 2.05 kips Mmax '_ .345 (11.83) = 6.04 ft —kips 8 6.04 (12) = 11.9 KSI OK 6.08 in' USE C7 X 9.8 TRY C7 X 9.8 LOAD CASE 2 ( CONCENTRATED LL ) P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF DL( FROM SHEET ROCK) = 20 # /ft w = 30 (2.5') + 20 = 95 # /ft R, = R = (11.83 / 2) .095 + 3/2 = 2.06 kips Mmax = .095 (11.83) + 3(11.83)= 10.5 ft —kips 8 4 fb = 10.5(12)/6.08 = 20.72 ksi OK (LC -1) R, R2 (LC - 2) USE 3/16" WELD TO TOP & BOTTOM OF FLOOR BEAM 4 X 2.78 > 3.85 OK These drawings and all inform— ation hereon ars of a confidential nature and remain the property of Frey —Mose Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' --0" MODULAR BUILDING JOB NO. T -15BT SHT. 8 OF 17 DATE 3 -4 -98 CALC. BY H.M. FLOOR CONCRETE AND METAL DECK CALCULATION FLOOR DECK 3 1/2" CONC. ON METAL DECK, TRY 22 GA. METAL DECK FLOOR MOMENT INERTIA & ALLOWABLE MOMENT CALCULATIONS: TALE 3 ft WIDE STRIP FOR ANALYSIS, LOCATE FLOOR NEUTRAL AXIS. ASSUME METAL ELASTIC MODULUS Es = 30000 ksi CONCRETE ELASTIC MODULUS Ec = 3000 ksi MODULUS RATIO n = Es / Ec = 30000/3000 = 10 DECK MOMENT INERTIA Ip = 0.133in ^ 4 (SEE SH. A3) TRANSFORMED DECK MOMENT INERTIA Ip = 0.133(10) = 1.33 in ^ 4 TRANSFORMED DECK MOMENT INERTIA ABOUT FLOOR NEUTRAL AXIS. Is= 1.33 in'4 + 10 (1.593 in"2)(3.5 "— C- 0.7 ")"2 CONCRETE ABOUT FLOOR NEUTRAL AXIS Ic = 36'(C)"3/3 Is = Ic OBTAIN C = 1.4 in FLOOR MOMENT INERTIA I = 2 lc = 2(36')(1.473/3 = 65.8 in ^ 4 ASSUME CONCRETE COMPRESSIVE STRENGTH = 990 psi ALLOWABLE MOMENT THAT FLOOR IS ABLE TO RESIST M = 0.99(65.8)/(1.4 x 12) = 3.88 ft —kips , NEUTRAL AXIS CONCRETE STEEL F —DECK Theme drawkws and all inform— ation hereon are of a confidential nature and remain the property of Fray—Mose Structures, Inc. (FMS). Any Use or reproduction of these drawings for any purpose, except by written permission of Frey—Moss Structures, Inc. Is strictly prohibited. FREY-MOSS STRUCTURES TOSCO NORTHWEST 34'-9" X 63'-0" MODULAR BUILDING JOB NO. T-15BT SHT. 9 OF 17 DATE 3-4-98 CALC. BY H.M. • FLOOR ACTUAL MOMENT CALCULATIONS: TAKE THREE SPAN CONDITION LOAD CASE 1 ( UNIFORM LL) DL = 30 PSF LL = 100 PSF TL = 130 PSF MAX. SPAN = 5" w = 130 X 3' = 390 #/ft +M = 0,73 ft—kips < 3.88 ft—kips o.k. —M = 0.98 ft—kips < 3.88 ft—kips o.k. LOAD. CASE 2 ( CONCENTRATED LL ) P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF w = 30 (2.5') = 75 #/ft +M = 1.73 ft—kips < 3.88 ft—kips o.k. —M = 3.17 ft—kips < 3.88 ft—kips o.k. USE 22 GA. F— DECK W/ 3 1/2" THICK CONCRETE FOR FLOOR R IR R (LC-1) 5 ' 5' r w R (LC-2) 5' t These drawings and all Inform — ation hereon are of a confidential nature and remain the . property of Frey —Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 10 OF 17 DATE 3 -4 -98 CALC. BY H.M. FLOOR BEAM CALCULATION LOAD CASE 1 ( UNIFORM LL) DL( FROM SHEET ROCK) = 20 # /ft DL = 30 PSF LL = 100 PSF TL = 130 PSF MAX. SPAN = 13' -3" Mmax = .80 (13.3) = 17.6 ft -kips 8 = 17.6 (12) = 9.9 KSI OK 21.5 in' LOAD CASE 2 ( CONCENTRATED LL ) DL( FROM. SHEET ROCK) = 20 # /ft P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF w= 30(6') +20 = 200 # /ft Mmax = .20 (13.3) + 3(13.3)= 14.4 ft —kips 8 4 fb = 14.4(12)/21.5 = 8.04 ksi OK USE C12 X 20.7 w = 130 X 6' +. 20= 800 #/ft R, TRY C12 X 20.7 13' -3" (CASE 1) 13' -3" (CASE 2) R2 These drawings and oil Inform— ation hereon are of a confidential nature and remain the property of Frey —Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 11 OF 17 DATE 3 -4 -98 CALC. BY H.M. WIND ANALYSIS USE 80 MPH WIND FOR CALCULATIONS WL = 22.6 psf. RR .= 22.6 (4.88 + 1) = 133 # /ft R F = 22.6 (4.88) = 107 # /ft PANEL 16" X 20 GA. W = 22.6 (1.33) = 30 # /ft M = w 1 = 30 (10) 2 = 375 ft -lbs. 8 8 f = 375 (12) = 10,914 PSI OK .31 (1.33) EARTHQUAKE ANALYSIS ROOF LOAD SNOW + DL = 34.75 (12) = 417 # /ft ZONE 3 Z = 0.3 I = 1.0 K= 1.0 C = 2.75 Cp = 0.75 V = ZICW /Rw = (.3) (1) (2.75) (417) / (6) = 57 # /ft F = ZIC = (.3) (1) (.75) (417) = 94 # /ft WIND LOAD 133 # /ft USE WIND ANALYSIS FOR DESIGN These drawings and all inform— ation hereon are of a confidential nature and remain the property of Frey —Moos Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. In strictly prohblted. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 12 OF 17 DATE 3 -4 -98 CALC. BY H.M. ROOF DIAPHRAGM RIB COMPRESSION MAX. SPAN = 5' -0" FOR 20 GA. ROOF DECK K L = 5.75 (12) = 96 Fa = 15,620 PSI r .72 1424 # = 202 PSI OK 1.33 (14.7) (036) DIAPHRAGM ACTION ADEQUATE FOR FULL LENGTH OF BLDG. IF NECESSARY. ROOF DIAPHRAGM ANCHORAGE UPLIFT ANALYSIS: ASSUME ROOF UPLIFT = 30(0.7) = 21 lb/ ft'2 UPLIFT FORCE PER PANEL = 1.33(52.5)(21) = 1466 lb MIN. NUMBERS OF #14 SCREW REQUIRED = 1466(0.75)/110 = 9.99 CHOOSE 10 BENDING ANALYSIS: SHEARmax = 300(41.5)/2 = 6.23 kips COMBINED INERTIA Ix = 1.97[(15 X 12)2](2) + 0.036(30 X 12)3/12= 268000 in ^ 4 STATIC MOM. OF BEAM = 1.97(15 X 12) = 355 in ^ 3 SHEAR FLOW = 6230(355)/268000 = 8.25 # /in #14 SCREW REQ'D = 8.25(16 ")(0.75) /362 = 0.27 CHOOSE 1 USE 10) #14 SCREWS PER 16" PANEL WIND FORCE J WIND UPLIFT ROOF BEAM C5 X 6,7 ROOF DECK # 14 SCREW These drawings and all Inform— ation hereon ore of a confidential nature and remain the property of Frey —Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 13 OF 17 DATE 3 -4 -98 CALC. BY H.M. LATERAL ANALYSIS TOTAL LOAD = 10.75' x 63' x 22.6 PSF /2 = 7650 LBS FORCE ON SHEAR WALL PER FOOT = 7650/32 = 239 Ibs < 242.Ibs USE MIN. 32' -0" SHEAR WALL ON EACH BUILDING END FOR LATERAL RESISTANCE. SEE SHEET A -2 FOR SHEAR WALL DESIGN COLUMN CALCULATION THE COLUMNS ARE CONNECTED TO THE ROOF FRAMING AND FLOOR FRAMING AT BOTH ENDS AND ARE MODELED AS FIXED CONNECTIONS 2— TS3X3X3/16 A =2.02 S= 1.73 r= 1.13 K L = 1.2 (10) (12) = 127.43 Fa = 9.19 KSI r 1.13 FOR TWO COLUMNS MAX. P = 22.75 KIPS f = 22.75 / 2.02 (2) = 5.63 KSI f / Fa = 5.63 / 9.19 = .613 OK COLUMN LOCATIONS iV • e 0 0 0 e • l� • 0 0 63' • TS 3 X 3 X 3/16 COLUMN • TS 3 X 3 X 14 GA. COLUMN • a M These drawings and all Inform — atlon.h.rean are of a confidential nature and remain the property of Frey -Moss Structure., Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" . MODULAR BUILDING JOB NO. T -15BT SHT. 14 OF 17 DATE 3 -4 -98 CALC. BY H.M. WELD PLATE DESIGN THE WIND FORCE TRANSFERRED BY SHEAR WALLS TO FOUNDATIONS WIND IN TRANSVERSE DIRECTION: THE TOTAL WIND FORCE = 1530 lbs 4 FOOTINGS CONNECTED TO EACH SHEAR WALLS. SHEAR FORCE ON EACH FOOTING = 15300/2/4 = 1.91 kips WIND IN LONGITUDINAL DIRECTION: THE TOTAL WIND FORCE = 8170 lbs 3 FOOTING CONNECTED TO FRONT. WALL SHEAR FORCE ON EACH FOOTING = 8170/2/3 = 1.36 kips USE 3/16" WELD CONNECTS FLOOR CHANNEL TO WELD PLATE TRY 1/2 ROD FOR WELD PLATE ANCHORAGE ALLOWABLE SHEAR IN 1/2"0 ROD = 2 kips > 1.91 kips SHEAR FORCE ALLOWABLE IN WELD = .5 x 3.14 x 2.7 (FOR 3/16" WELD) = 4,24 kips USE 1/2 "O ROD WITH 3/16" WELD ALL THE WAY AROUND FOR WELD PLATE ANCHOR 2.78 X 6 > 1.91 k OK These drawings and all inform- ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose. except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 15 OF 17 DATE 3 -4 -98 CALC. BY H.M. OVERTURN ANALYSIS 15.3 kips WIND UPLIFT t t1 i 32' -10" OT MOMENT BY WIND = 15.3 X 5.5 + 0.3(22.6 # /ft "'2)(32.83)(62.83)(32.83 /2) = 314 ft —kips RESISTING DL MOMENT = 42 (32.83) (62.83) (32.83/2) = 1422 ft —kips (2/3) (1422) = 948 ft —kips > 314 ft —kips O.K. t COLUMN AND WALL UPLIFT ANALYSIS IN FRONT OF BUILDING OT MOMENT BY WIND = 15.3 X 5.5 + 0.3(22.6 #/ft"'2)(32.83)(62.83)(32.83/2) = 314 ft —kips ROOF DEAD LOAD RESISTING MOMENT = 12(32.83)(63) (32.83)/2 = 407 ft —kips 407 ft —kips > 314 ft —kips THERE IS NO UPLIFT FORCE ACTING ON WALL AND COLUMNS IN FRONT OF BUILDING. These drawings and all Inform- ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose. except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 16 OF 17 DATE 3 -4 -98 CALC. BY H.M. ROOF LOADS ON COLUMNS a a i 0.9 k • 11.8 k 8 11.8 0 0.9 k 1.8 k 11.8 k 13.6 k u o • o 8 ▪ ell • 1.8 k o 1.8k 2 5.9 k 5.8 k 21.3 k 1 18.3 k 21.3 18.3 k = = 1.8 k 18.3 k _ 1.8 k 63' 1.8 k ROOF LOADS & FLOOR LOADS ON FOUNDATIONS 11.3 k 11.3k 116 k 11.3 k 18.3k 18.3k 18.3k p == I = = � 131.9 k II 5.9 k 1.8 k 18.3 k 18.3 k ❑ __ 63' 1.8 k 10 6.0 k 11 31.9 k. 0 0.9 k 1 I 8.8 k 12.5 k 9.5 k 9.5 k 12.5 k 1 .8k 5.8k 1.8 k 1.8 k 1.8 k 8.0 k LJ 8.0 k 8.0 k THE LOAD ON A FOOTING = LOAD FROM COLUMN (SHOWN ON ABOVE SKETCH) + 20 # /ft SHEET ROCK WEIGHT ALONG PERIMETER X TRIBUTARY LENGTH s THE FOOTING + FLOOR TRIBUTARY AREA © THE FOOTING X ( 45 # /ft" 2 FLL + 100 # /fr2 FDL ) ww.Y..w.`..rwN.w..Y+R W H2H - These drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO T -15BT SHT. 17 OF 17 DATE 3 -4 -98 CALC. BY H.M. FOUNDATION SIZES 2' X 2' 2.5' X 2.5' 2.5' x 2.5' 2.5' X 2.5' 63' 3.25' X 3.25' 3.25' X 3.25' = ❑ __E_= ©_ 3.25' X 3.25' 3.25 X 3.25' 2.5'X2.5' 2'X2' - -Q II 4' X 14' . 3.25' X 3.25' 3.25' X 3.25' ER _ =0 p= � E =_� 3.25' X 3.25' 3.25 X 3.25 , 44 I ( 4.5' II 4.5' (- II --; - 3' - - -. ❑ - , 1 , - -� 2'-3' X -3 3 X 3' 2.5' X2.5 , 2.5' X 2.5 3 X3 3' X3 2' X 2' E 2.5' X 2.5' M L b 2.5 X 2.5' 2.5' X 2.5' i ASSUME THE ALLOWABLE SOIL PRESSURE IS 2 kips /fr2 THE SECTION AREA OF FOOTING = (THE LOAD ON THE FOOTING + FOOTING SELF WEIGHT )/ 2 kips /ft" 2 ALL FOOTING REQUIRED 1 MIN DEEP. #4 BAR REINFORCEMENT EACH WAY © 12 ". A Y AY AY .50 2.75 1.38 3.78 .01 .99 2.982 2.95 8.80 - -- 3.0 1.5 4.5 6.75 2.25 15.928 .018 .29 .01 - -- 2.938 1.469 4.32 6.34 2.12 .803 2.920 2.34 6.84 - -- .312 2.782 .86 2.41 - -- 24.471 16.64 34.93 4.38 A Y AY AY .50 2.75 1.38 3.78 .01 .99 2.982 2.95 8.80 - -- 3.0 1.5 4.5 6.75 2.25 1.812 .018 .03 - -- - -- 2.938 1.469 4.32 6.34 2.12 .803 2.920 2.34 6.84 - -- .312 2.782 .86 2.41 - -- 10.355 16.64 34.93 4.38 . 7.ifd :JVSp 42:144 +eau These drawings and all inform- ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. Al OF 17 DATE 3 -9 -98 CALC. BY H.M. MEMBERS 1 2 3 4 5 6 7 TOTALS 20 GA. ROOF DECK POSITIVE BENDING .87 wit = .99/.036 = 27.5 < 31.2 Y = 16.64/24.71 = .680 C= 3- .680 =2.320 = 4.38 + 34.93 - 24.71(.680) 2 = 27.995 x t = 27.995 x .036 = 1.008 in S = 1.008/2.320 S = .43 in AISI 2.31 171/fr 171 /J = 31.2 AISI 2.31 Fy = 50,000 PSI Fb = 30,000 PSI t = .036 in NEGATIVE BENDING wit = 15.928/.036 = 442 b = 50.32 x .036 = 1.812 Y = 16.38/10.355 = 1.58 = C I = 4.38 + 34.93 - 10.355 (1,58) I = 13.45 x t = 13.45 x .036 I =.48 i n 4 S = .48/1.58 S = .31 in �/ • These drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. A2 OF 17 DATE 3 -4 -98 CALC. BY H.M. • TYPICAL 20 GA. STEEL PANEL ANALYSIS Fy = 40 KSI = .036 in 16" r MAX. SHEAR PER FOOT = .563 (12 in) (.036) = 243 # /FT SHEAR WALL FASTENERS DESIGN FOR 240 # /ft #14 S.M. SCREW (MINOR DIAMETER = .18 in) VALUE IN SHEAR 1,r (.187) (10,000)(1.33)/4 = 365 # SPACING = 362 (12 in /ft) /240 # /ft = 18.1 in. (3.4.1) SHEAR STRESS IN WEBS h/t = 16/.036 = 444 547/43 = 95 95 < 444 Fv = 83.200/(444) = .422 KSI V = .422 x 1.33 (INCREASE FOR WIND) = .563 USE #14 S.M. SCREWS AT 18" CENTERS MIN. IN PANEL RIBS AND COLUMNS USE 2) #14 S.M. SCREWS OR 1) #14 AND 1) #1503K HILTI PIN AT TOP AND BOTTOM OF PANELS ti Thee drawings and all Inform — ationihereon'are of a confidential nature and remain the property of Frey -Mole. Structure., Inc. (FMS). Any use or reproduction of these drawings for any purpose; except by written permission of Frey —Mose Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. A3 OF 17 DATE 3 -4 -98 CALC. BY H.M. SECTION PROPER11ES TABLE F--DECK FOR FLOOR 22 GAGE 20 GAGE 18 GAGE 16 GAGE DESIGN THICKNESS .0299 .0359 .0478 .0598 %EIGHT - ptd. 1.6 1.9 2.6 3.2 WEIGHT - goly. 1.7 2.0 2.7 3.3 I p in4 .133 .170 .246 .316 Sp in .136 .167 .231 .294 I N in .158 .189 .252 .316 S 5 in .147 .178 .238 .298 Thee drawings and all Inform — ationihereon'are of a confidential nature and remain the property of Frey -Mole. Structure., Inc. (FMS). Any use or reproduction of these drawings for any purpose; except by written permission of Frey —Mose Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. A3 OF 17 DATE 3 -4 -98 CALC. BY H.M. SECTION PROPER11ES TABLE F--DECK FOR FLOOR For Dept. Reed I File Fee By Use ONLY / / $ 1 " Y. N OTIFICATION TO LOCAL ENFORCEMENT Labor and Industries =. {• • , , .. • !' CONSTRTYCTION COMPLIANCE SECTION .: � 1 'PO. Box4 4 430 ! C { Olympia WA 98504 -4430' • r. • • Mfgr's serial no. .n is flS I TI"MieD Type of construction County... Date • • Traci l- oSS STits3-er% -=3 . Mfg.;.: Submitted to • Dept.. of L & I byf' manufacturer in single copy.:'s'�,' . Occupancy Phone number:,:..,i, The Factory-Built unit Identiffed below requires rk _ completion work at the site ?as spedfied:. t' j' ' Owners name'. • h. Installation address I ti c k oo tN` r,, ,.. qty . ; . r7 `1 KI,.J Installation site Ls in: , I�DC� `. t NSPCSC'Cocz` El ACC . GRosS•os4 E t-k f At_ CR oSS cr4 Po S �►� �X e • eel - T LQ Inspecto5 s name Office location CO v e-k tits State C.exiSSO■ City - • P623. 013.000 notification to local enforcement agency 7.93 • tr ZIP +4.•. DESCRIBE ITEMS REQUIRING COMPLETION WORK AT_THE SITE " R� Svc t.:r • Cam. l.�ca�C 604._ S v'Q VOA., STat.._ tl \AO U P Pl'CrR S A -as . © Lg ke_sz -a S S ox= W (, ooct.s- I• ;County:. tr'• Phone: (8 am to 5 pm To: • -„I STATE O Ii�IDU rAs DEPT. P I AN FVIFW..IECTION • AN 15i98 • SUBJECT TO � EYd AND rtE� RECEIVED CITY OF t UKWILA MAR 1 8 1998 PERMIT (PNTPR Date Manufacturers signature 10,6/9, White - Olympia office Canary - Building official Pink - Inspector Goldenrod- Manufacturer t Insta (lawn tocauon l..:tty we ZIP + 4 County %LI la a Lv ,v Aux-1 woLt - rit j Kt...A LA LA/ A - V.t.t41.3, Coda cycles (month/year): uBc, umc, UPC: 60 /95 VIAQ: Cr, /9 5 NEC: (12 / 9, WSEC: ) 1 9 S UFC: / Size of building: .., . r....,, , No of Occupancy Width: S Length: 4:‘, 7 i'.. Area (Sq Ft): 2. modules: 4 group: M / / Type construction: '—' - '''' Use: Seismic Zone: V - N CO t•-■%ievat 'e-4..cira:. S"roa Roof live load PSF: Wind load MPH - EXP: (PSF for CC) Floor load PSF: 2.S %c) / c Plot plan sulxnined? L i Yes 0 No • If "No", provide distance from farthest projection to nearest building/property line: .....:L.:.,;..i4..;..; Front: SO" a PA tv. Rear: 'DA \ -- qa t tk Left side: Z.-.0 — ci MI....,. - Right side: - 4-4 -- 0 1 ' 4 1 - 1 .1 , Central Fan powered room heater 0 Natural gas 0 Other.:_..................____ Propane El Oil Zone 1 ::::1 Zone 2 2 -1. 7 ,. /R ... e;;PiiinCeeW" — ter: Type heat: , ..,g. I forced air 0 Hydronics 0 Baseboard i Cable 0 • Type of fuel: . -- la ,a_j Electric 0 Solar ' E23 Wood r .... . 1 Heat pump • N Insulation Floor Walls Roof (Flat) Roof (Vault) values: g'ttii I•177.- 13 %•'" Energy calculations: 0 —.. ID i Attached 0 On file - AP# ----------------------- Heating zone: r,...... Electrical service: p4r A 40 0 saw i a. Component Systems Prescriptive • ‘ Performance Analysis Air conditioning i. Yes 0 No Phase (Li I • For Postal very Department ofLabor and Industries Factory Assembled Structures PO Box 44430 Olympia WA 98504-4430 For Non Delivery (e.g., FedX, UPS) Department of Labor and Industries 7273 Linderson Way SW Tumwater WA 98501 PLAN APPROVAL REQUEST FACTORY BUILT STRUCTURES & COMMERCIAL COACHES r person's printed name: "'S k•S Signatute New plan Addendum Structural calculations or-tastrpepesalc Truss ofsataar drawing(s) Truss plan if over 3 different trusses Girder truss or ridge beam drawing HVAC drawing Cross section and elevation Foundation plan Electrical load demand calculation Chassis drawing (CC & vendor units only) N/A 0 0 Li 0 , C Re9 . 1 Pdt -32_0 • cccsr %cio% RpC.44..C:ALts. 14-4.) 1 F B • LI CC CH 11 0 Vendor "A" 1 "B" WA Only WA Rev/OR Courtesy OR Rev/WA Courtesy Other state reciprocity Star 0) ter design) (1 Yr design) 1/ , See MFG No fee requireri..— ov;:a AP No c,)%en aPPrvr WAC Resubmit:al ApplID Renewal AP No. forfees Plans reviewed by listed professional Attached Attached/Design L&I Review Professional Review 0 0 LI C] 0 . 0 0 Panel box schedule/Electric load calci • Fill out completely (Manufacturer . Mfg No 1 tuns to be returded to: Address 410,MV1 - STR,s.ra , 1 City/SuscrEP . • . L CO 1-4.'taea CA , S ra 0 V7,.. ) FOR DEPARTMENT USE ONLY , Fee Ledger Sheet No. • Application ID Pet4 Ap No. Due approved grim-awn date l-ieeedilogb I I 149-169-9g 0/-9f ( 4-V) - 5 4-3 010)44 — 03 • Phone No iFAXNo 0 On file AP# r On file AP# RECEIVED 0 On file CINPODP TI 0 On file • VAR 0 On ale - AP# PERMIT CENTER CD On file - AP# 0 On file On file - AP# 0 On file - AP# C] - AP# C 0 On file 0 0 On file - AP# Plumbing systems: f Operating pressure ... No of fixtures_ k Total developed length __Jo ...... , .'- :ini:miu� } ' FRC1:1: OMN I FAX This Product Safety Information Sheet is principally directed to , managerial, safety, hygiene And medical personnel. The description • of physical, chemical and toxicological properties and handling advice is based on experimental results and past experience. It is intended as a starting point for the development of health and . safety procedures. This Product Safbty Information Sheet meets the material safety data sheet (MSDS) requirements of the federal OSHA Hazard Communication standard (29 CFR 1910.1200). New Issue 6/94 Supersedes Issue Dated 7/86 ULT.SS9.P I. PHA = M =MIA CHEMICAL COMPOSITION: Polyvinyl chloride pigmented film PHYSICAL STATE: This material is an article supplied in roll form. As such, the material itself dots not pose physical or health hazards under normal use. COLOR: White. Custom colors available. MELTING POINT: 300 °F ( 149 °C) (softens) 'nova 0 tV” 'LZ0 9 9 TO :7708601693 ATLAS 96 UM AMU DECOMPOSITION TEMPERATURE: 500 °F ( 260 °C) BULK DENSITY OF S 87.94 lba/dt SOLUBILITY: Product may be soften solvents such as ketones, xylmes, benzene, etc. AUG 27. 1997 9 :03AM tt743 P.02 IN CASE OF SUSPECTED POISONING, REFER TO THE INFORMATION IN SECTION VI:HUMAN HEALTH AND THE PROCEDURE AND EMERGENCY CONTACTS IN SECTION VII:FIRST AID. II. CHEMICAL REACTIVITY S DEPT. OF•LABOR AND NNDU� RiaS I,I DEPT. PLAN REVIEW SECTION APPRO\ /EQ AN 15 1998 ... SUgI �'O CO A S cicL�; ECT I;�SPEi: TION The product is relatively inert. It will not react with air or water. JI1. 6TAVILITY The product has an indefinite shelf life under ambient handling and storage conditions. It may become brittle temperatures below 10°F (- 12 °C). VyTech Industries Incorporated • P0. Box 5288 Pearman Dairy Road • Anderson, South Carolina 29623 (fib Phone (803) 225-1469 • FAX (803) 224-8410 RECEIVED CITY OF'TUKWILA MAR 1.8 1998 PERMIT CENTER . sz t` lunch t H7$1.44 e t : o t COZbt1 bb . A7. ',If-1 INGESTION 1 '3 9vd 0 ty8t' c e n4NW.eYAR.A.T.RM149FW'tMiPIW W.�mmvom.w..N.,Y+A.v.WMM.YW. w. t�evJ twnMxMNwh +r +.�N«r scum-. fwwfr ,.Yr.n...r....« . . . V. jrIREFIgHTING TECLINIOUE Vapors are irritant* to the respiratory tract and will cause broathin difficulty. Symptoms may be delayed several hours or longer depending upon exposure. As in any fire, prevent human exposure to fire, smoke, fames or products of combustion. Evacuate nonessential personnel from the fire area. War full -Piet, self- contained breathing apparatus and impervious protective clothing (such as gloves, hoods, suits, and rubber boots). Use standard firefighting techniques to extinguish fires involving this product -- use water spray, dry chemical foam, carbon dioxide or halogenated extinguishing agents. VI. J UMANJIEALTH Tito material poses no health hazards and no medical conditions ate generally recognized u being aggravated by lundting the product. VII. flRST AID If an adverse reaction occurs alter exposure, promptly start the recommended procedures below. Seek medical attention if further treatment is required. The materials arc rolls. of plastic intended for use in the manufacture of industrial insulated facing. Should accidental ingestion occur, seek medical advice. TO: 770E601693 ATLAS 96 IV. fIRE HAZARD Under - file: conditions, the product will decompose to give ' �yd d rone chlosidc. The produd kas art emlibora iify Fire Hazard ratini of 1 • =Pia °'� a4..r, antoke' • • 'g eiad� * *' its y ' ; ``' Iihf ig Once "the • source of 1$71111011 s ranovo0. ''a 3M1Y INHALATION AUG 27, 1997 9:04AM ,#743' ' Under normal handling ooedltions, Inhalation exposure is ur:llhcoly. However, under fire conditions or conditions of extreme hut, remove the victim to fresh air. Sock medical attention if respiratory irritation occurs. VIII. COR8Q$rYITY TO MATERIAL$ 0rQNSTRUCTION Noncorrosive to materials coinmanly used in the construction of process equipment, storage and shipping containers. XI. ,STO RAGE REOUIREATS Containers should be stored in a coal, dry, well ventilated area away from Damnable materiels and sour es of heat or Dune. Protect from temperatures below 10 °F (- I2 °C), the product may become brittle at tonne temperatures, X. D iSPO,S4L OF MATERIAL Material that cannot be used or chemically reprocessed should be disposed of by methods recommended for solid waste disposal in accordance with any applicable regulations under the Resource Conservation rind Recovery Act. NOTE: State and local regulations may be more • stringent than ltdoral. SUSJECT TO COD A Fi-1.1* ,i`.SFG STATE OF WASHINGTOG iES DEPT. OF LABOR VIE O SECTION FAS PLAAPPROVED ;•; JAN 15 1999 RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER In I`1LOACNI 11034AA 61 tgZJ L6. 07 :• S ATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED JAN 15 1998 SUBJECT TO CODE AND FIELD 11■ISPECTION • Underwriters Laboratories Inc.® Price U. S. $14.00 ; RECEIVED CITY OF TUKWILA MAR 18 1998 PERMIT CENTER • rr 26 AIR CONDITIONING SYSTEMS (AIXZ) FILTERS, GREASE (AKUS)— Continued MUCKLER INDUSTRIES INC 4160 HOFFMEISTER P 0 BOX 6627, ST LOUIS MO 63125 N WASSERSTROM & SONS INC R12396 (N) 2300 LOCKBOURNE RD, COLUMBUS OH 43207 PRISM INTEGRATED SANITATION MANAGEMENT INC R9224 (N) 8300 EXECUTIVE CENTER DR, MIAMI FL 33166 R7898 (N) QUEST METAL WORKS LTD 1233 VENABLES ST, VANCOUVER 3 BC CANADA V6A 2E4 RESEARCH PRODUCTS CORP 1015 E WASHINGTON AVE PO BOX 1467, MADISON WI 53701 RUTZLER MFG CORP 12 GROVE ST, PLAINFIELD NJ 07060 SMITH FILTER CORP 5000 41ST STREET CT, MOLINE IL 61265 SOUTHERN ENGINEERING 4550 GUSTINE AVE, ST LOUIS MO 63116 R13451 (N) R7349 (N) R8230 (N) R7411 (N) R13158 (N) STANDARD -KEIL HARDWARE MFG CO R7283 (N) RTE 34 & ALLENWOOD RD, ALLENWOOD NJ 08720 SUNWAY GROUP INC 26 VANDAM ST, BROOKLYN NY 11222 VENT MASTER, DIV OF GARLAND COMMERCIAL RANGES LTD 1177 KAMATO RD, MISSISSAUGA ON CANADA L4W 1X4 R14498 (N) R7064 (N) MECHANICAL AIR CLEANERS (ALEV) This listing covers Mechanical Air Cleaners, which are intended to remove airborne dust particles and the like, of the duct type. Mechanical Air Cleaners of the duct type are for installation in and adjoining heating, air conditioning and ventilating systems, NFPA 90 -A, and the Standard for Installation of Residence Type Warm Air Heating and Air - Conditioning Systems, NFPA 90 -B. A Mechanical Air Cleaning assembly consists of an inner air cleaning assembly or element and an outer housing attached to the duct work and specifically designed and fabricated for the internal assembly. These Mechanical Air Cleaners are not intended for tandem (back to back) installation. Mechanical Air Cleaners may be either Class 1 or Class 2 as follows: Class 1 cleaners are those which, when clean, do not contribute fuel when attacked by flame and which emit only negligible amounts of smoke. Class 2 cleaners are those which, when clean, burn moderately when attacked by flame or emit moderate amounts of smoke or both. The basic standard used to investigate products in this category is UL 900, "Test Performance of Air Filter Units ". The Listing Hark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. The Listing Mark for these products includes the name and /or symbol of Underwriters Laboratories Inc. (as illustrated in the Introduction of this Directory) together with the word "LISTED " a control number, and the following product name: "Mechanical Air Cleaner". , CARRIER CORP R11896 (N) 7310 W MORRIS ST, INDIANAPOLIS IN 46231 Models 31MF12000, 902BX020A utilizing dry type filtering media in replaceable cartridges. Rated Class 2. Models "MECH014A -FIL ", "MECH020A -FIL" utilizing dry type replaceable filter cartridges. LOOK FOR MARK ON PRODUCT RECEIVED CITY OF TUKWILA AIR CONDITIONING SYSTEMS (A1XZ) MECHANICAL AIR CLEANERS (ALEV)— Contr'nUeuR 1 8 1998 GENERAL FILTERS INC PEP( bEWOER 43800 GRAND RIVER AVE, NOVI MI 48376 Model AC -1 utilizing dry type filtering media in replaceable carts:;;;. Rated Class 2. Model AC -2 utilizing replaceable filtering media, Class 2. RESEARCH PRODUCTS CORP R7539 (N) 1015 E WASHINGTON AVE PO BOX 1467, MADISON WI 53701 Models 2200, 2250, 2400 utilizing dry type filtering media in .e:aceable cartridges. Rated Class 2. AIR DUCT ENCLOSURES (AWNW) Air duct enclosure systems are to be installed in accordance "ith the manufacturer's installation instructions where a fire rated enclosure's required around an air duct. The fire performance of the air duct enclosure is investigated in accordance with the Standard, ISO 6944 -1985, entitled "Fire Resistance Tests - Sentilation Ducts ". The general purpose of this test is to measure the ability of a representative air duct with an enclosure to resist the spread of fire from one fire compartment to another. It is applicable to vertical and horizontal ducts, with or without branches, taking into account the joints, air supply and exhaust openings, as well as the basic duct construction. The Standard, ISO 6944 -1985 contains requirements for two types of air ducts, identified as Duct A and Duct B. The requirements for Duct A are intended for air duct systems where the duct passes through the fire environment without openings. The requirements for Duct B are intended for air duct systems where the duct contains openings within the fire environment. Where an air duct with an enclosure penetrates a fire rated floor or wall assembly, the resulting opening around the air duct shall be firestopped in accordance with the manufacturer's installation instructions which include reference to Through - Penetration Firestop Systems described in Volume 2 of UL's Fire Resistance Directory. The air duct enclosures are to be installed in accordance with the manufac- turer's installation instructions provided with the product. Authorities having jurisdiction should be consulted before installation. LOOK FOR CLASSIFICATION MARKING ON PRODUCT The Classification Marking of Underwriters Laboratories Inc (shown below) on the product is the only method provided by Underwriters Laboratories Inc. to identify products produced under its Classification and Follow -Up Service. AIR DUCT ENCLOSURE UN ERWRITER1:ASSIF Itil'r1AoHltiG1ON S j,ADORATDRIES)INI�, Y TRIES IN ACC RDAITCEMITH.,THEREQUIREMENTS CONTAINS IN THE STANDARDrISO`'6944 - 1985 FIRE RE TESTS - VENTILATION DUCTS SEE U BUILDING MATERIALS DIRE RY JAN 1519 MINNESOTA MINING 4, MFG CO R9700 (N) 3M CENTER, ST PALO. MN 55144 FireMaster Duct Wrap lassified for 1 and- hr jatipg ,periods where the wrapped duct, without openings, passes4 riglj tt piie�e System suitable for horizontal aryl vertical 5ppli dnss �wlhout branch s. THERMAL CERAMICS INC P 0 BOX 923, AUGUSTA GA 30903 FireMaster Duct Wrap Classified for 1 and 2 hr rating periods where the wrapped duct, without openings, passes through the fire environment. System suitable for horizontal and vertical applications with or without branches. R14229 (N) BUILDING MATERIALS (BHWV) SURFACE BURNING CHARACTERISTICS (BIKT) Fire tests on which Classifications are based are conducted in accordance with Underwriters Laboratories Ines. Standard "Test For Surface Burning Charac- teristics of Building Materials" (UL723). The surface burning characteristics provides data in regard to flame spread and smoke developed during fire exposure of the Classified materials in comparison with inorganic reinforced cement board and untreated red oak lumber when exposed to fire under similar conditions. Materials Classified under this category must have a flame spread rating of 200 or less on one face to be eligible for Classification, unless indicated otherwise under the individual sub - guides. For a finished product made up of ...,:.:......,..,...e<.:,.; �.+.:,..., ...._ .. ,.. .,,... ».».,,, .- . «.,e.... rrsc, n, vn....,....•.> .............:-. a»". m; nw a.. s x+,,.....,.....,........ .,...,�..., • • BUILDING MATERIALS (BHWV) SURFACE BURNING CHARACTERISTICS (BIKT) Continued two or more components, the ratings of the individual components, or the highest rating of any of the components, may be shown in addition to the finished product rating. For a finished product which is not symmetrical through its cross - section, the Classification may include the specific ratings of each face, or one rating which is representative of each face. As indicated in individual Classifications, material systems have been supplementally fire tested in accordance with the requirements, descriptions and procedures of the indicated national codes and standards. Tests for Classification of building materials for Surface Burning Charac- teristics contemplate interior applications only, unless otherwise stated on the individual Classification as having been evaluated for exterior applications. Toxicity of the products of combustion have not been investigated as a part of this classification. It should be recognized that the products of combustion from fires may be toxic to varying degrees, inasmuch as they may include smoke (particulate), carbon dioxide, carbon monoxide, and other vapors and gases, depending upon the conditions of burning and the materials involved. Occupancy tenability depends upon the conditions of heating or burning and the degree of confinement (ventilation) of the products of combustion or decomposition. Acoustical Materials (BIYR) Acoustical materials are classified as to surface burning characteristics as shown in the following individual classifications. The sound absorbing qualities, light reflectance, washability, toxicity of the products of combustion, and other properties have not been investigated. Products identified as finished with a coating have not been investigated as to increase of surface burning due to repainting after installation. The classifications are confined to the materials themselves and to the methods of application indicated and do not pertain to structures in which the materials may be installed. Acoustical materials to be eligible for classification must have a flame spread rating of 200 or less on both faces. Acoustical. tiles: are..supported for the tests with metal (noncombustible) supports or fasteners or attached to wood furring strips (combustible). Some acoustical materials are provided with facings that may affect the contribution of combustibles under fire conditions. This effect is determined by testing the sample with a longitudinal butt joint, constructed by slitting the facing of by using a factory or field joint (if applicable). For the fire resistance rating of these products, see Acoustical Materials under Fire Resistance Ratings in the Fire Resistance Directory. In some cases, products are classified under the designation FHC 25/50. This denotes that these products have flame spread values of 25 or less and smoke developed valves of 50 or less. Authorities having jurisdiction should be consulted before installation. The basic standard used to investigate products in this category is UL 723, 'Test for Surface Burning Characteristics of Building Materials". LOOK FOR CLASSIFICATION MARKING ON PRODUCT The Classification Marking of Underwriters Laboratories Inca (shown below) on the product is the only method provided by Underwriters Laboratories Inc. to identify Acoustical Materials which have been produced under its Classi- fication and Follow -Up Service. UNDERWRITERS LABORATORIES INC CLASSIFIED ACOUSTICAL MATERIAL SURFACE BURNING CHARACTERISTICS + —The Classification Marking also includes the flame spread and smoke developed values, or the designation FHC 25/50, applicable to the product. ARMSTRONG WORLD INDUSTRIES INC ARMSTRONG INSULATION PRODUCTS N A PO BOX 3001, LANCASTER PA 17604 Acoustical tile, Type "BF." Flame spread Smoke developed Coated Flame sprel.,1 15 Smoke developed 5 Coated 15 10 Acoustical tile, Type "P". Aluminum Vinyl/Foil Vinyl Foil Film Film Faced Faced Faced 15 25 25 5 50 65 R3407 (N) Coated Aluminum Coated Foil Faced 25 15 20 10 Vinyl Vinyl Polyester Film Film film Faced Faced Faced 25 25 25 75 50 15 LOOK FOR MARK ON PRODUCT BUILDING MATERIALS (BHWV) 27 Acoustical Materials (BIYR) Continued Acoustical tile, Type "PC." Coated Flame spread 25 Smoke developed 0 Acoustical tile, Type "DFL ". Coated Flame spread 25 Smoke developed 10 Acoustical tile, Type "XLD." - Coated Coated Flame spread 25 25 Smoke developed 10 50 Acoustical panels, Type "GB" glass and mineral fiber type with facings and coatings. Painted Face Vinyl Face Flame spread 25 25 Smoke developed 50 50 Mineral face Flame spread 25 Smoke' developed 50 CELOTEX CORP 1 METRO CENTER 4010 BOYSCOUT BLVD, TAMPA FL 33607 Acoustical tile or ceiling boards, mineral type. Flame spread Smoke developed Flame spread Smoke developed ECOPHON A/B BOX 500, 260 Acoustical panels, Flame spread Smoke developed Types V, D, N 10 -15 0 -10 Type PG 20 0 DAIKEN CORP R11016 (5) NEW ASAHI BLDG 3 -18 NAKANOSHIMA 2 -CHOME KITA -KU, OSAKA 530 JAPAN Acoustical ceiling boards mineral type with a finish coating on one surface. Flame Spread 20 Smoke Developed 15 STATii OF WASHINGTON DEPT. P 61 HYLLING SWEDEA OF PLAN LJBO pRO AND L'; CJ glass fiber type, faced on e. Painted F Plastic Faced 2 5 15 JAN 1 5 1998 FIBRAS AISLANTES S A R14216 (N) AVE LAS CIENCIAS CON CAL E EDISON EDIF.FDIS0N; Cc:OE PI50 2 URB LOS CHAGUARA OS, CARACAS`2041'`�PEC : 1ON VENEZUELA . Acoustical panels, glass fiber type, vinyl faced on one side, with or without an aluminum foil facing adhered to the other side. Vinyl Vinyl Vinyl Vinyl Unlaced Faced Faced Faced Faced flame spread 25 20 25 20 25 Smoke developed 50 35 40 30 35 INTERNATIONAL PERLITE PRODUCTS SA PO BOX 4050 - 230, THE WOODLANDS TX 77380 Acoustical tile. Flame spread 0 Smoke developed 0 Coated 15 0 Glass Cloth Face 25 50 R2396 (N) Types IV, VIB, VIC, VIA, VII, 7A 25 0 Types "Safetone 8", "Customline" 25 10 R11323 (N) ISLAND REFLECTIONS R13792 (N) 908 LONG ISLAND AVE, DEER PARK L I NY 11729 Acoustical tile or panels, mineral type, with glass mirror laminated on one surface. Glass Mirror. Faced + Flame spread 5 Smoke developed SO MAR 1 8 1998 +Glass may shatter when exposed to fire. RECEIVED CITY • OF TUKWILA PERMIT CENTER • •{; *106 Flame spread Smoke developed BUILDING MATERIALS (BHWV) Sheathing Material (BVDV) — Continued Foil -Scrim -Kraft Foil -Scrim -Kraft Kraft Exposed Foil Exposed Kraft Exposed Foil Exposed Flame spread 15 5 Smoke developed 25 10 Flame spread 0 Smoke developed 10 20 0 15 0 Metalized Polypropylene Scrim -Kraft Metalized Polypropylene Exposed Polypropylene - Scrim -Kraft Polypropylene Exposed 5 .30 SEALRIGHT FILMS 785 MONTAGUE ST PO BOX 1954, SAN LEANDRO CA 94577 Polyethylene film. Type G Flame spread 20 Smoke developed 35 SHEPHERD PRODUCTS CO PO BOX 2887, KALAMAZOO MI 49003 Coated polyethylene scrim film. Mobil Flex Flame spread 0 Smoke developed 0 Kraft Exposed 10 10 Kraft Exposed 0 10 R8000 (S) Type UVR 20 30 R13175 (N) SUPERIOR ALUMINUM INSULATION INC R11885 (5) 6441 ROUND ST, BUENA PARK CA 90621 Foil - Kraft -Foil 80# 90# 100# Flame Spread 5 5 15 Smoke Developed 15 15 10 TEX -TRUDE INC 2001 SHELDON RD PO BOX 58, CHANNELVIEW TX 77530 Polyethylene film. Flame spread 15 Smoke developed 25 VENTFABRICS INC 5520 N LYNCH AVE, CHICAGO IL 60630 Coated glass cloth. Flame spread Smoke developed VYTECH INDUSTRIES INC PEARMAN DAIRY RD P 29623 Flame spread Smoke developed Flame spread Smoke developed Flame spread Smoke developed Coated Face.. Exposed 20 40 0 BOX 5288, ANDERSON SC R10814 (R) R7851 (N) Uncoated Face Exposed 5 5 R5827 (N) Vin • 15 105 Vinyl -Scrim -Vinyl Film 5 25 Vinyl Scrim Metallized Polyester Vinyl Exposed Polyester Exposed 10 10 25 35 - Structural Cement-Fiber (BVRT) Structural cement.fiber units, consisting of proprietary mixes of processed wood fibers and cementitious binder, formed into slabs or boards of various sizes, shapes, and thicknesses, are Classified as to surface burning charac- teristics. The toxicity of the products of combustion and other properties have not been investigated. TECTUM INC 105 S 6TH ST, NEWARK Basic slabs or boards, with Flame spread Smoke developed LOOK FOR MARK ON PRODUCT CiTY OF TUKWILA BUILDING MATERIALS (BHWV) MARTIN FIREPROOFING GEORGIA INC HWY 17 PO BOX 768, ELBERTON GA 30635 Basic boards with or with Unfelted 20 0 MAR 1 8 1998 PERMIT ( N i t:H Structural Cement - Fiber Units (BVRT) The Classifications are confined to the materials themselves and do not pertain to the structures in which the materials may be installed. Some Structural Cement Fiber Units are provided with facings that may affect the contribution of combustibles under fire conditions. This effect is determined by testing the sample with.a longitudinal butt joint constructed by slitting or by using a factory or field joint (if applicable). In addition to the Surface Burning Characteristics, where indicated in the individual Classifications, structural cement fiber units have also been Classified in accordance with Uniform Building Code Standard No. 26 -2, "Test Method for the Evaluation -of Thermal Barriers". .. . For the fire resistance rating of these products, see Structural Cement -Fiber Units under Fire Resistance Ratings in the Fire Resistance Directory. Authorities having jurisdiction should be consulted before installation. The basic standard used to investigate products in this category is UL723, "Test for Surface Burning Characteristics of Building Materials ". LOOK FOR CLASSIFICATION MARKING ON PRODUCT The Classification Marking of Underwriters Laboratories Inc. (shown below), or a Certificate containing the Classification Marking is the only method provided by Underwriters Laboratories Inc. to identify Structural Cement Fiber ,Units which have been produced under its Classification and Follow -Up Service. Two methods of identification are provided for this material: (1) Each piece will bear the Classification Marking or (2) A certificate with the marking. In the latter case a certificate Bearing the Classification Marking of Underwriters Laboratories Inc. is issued to interested parties. This certificate is prepared by the manufacturer for each construction site receiving the units. The use of the certificate is optional when each piece bears the Classification Marking, but in all cases is restricted to material shipped directly from the manufacturer to a construction site. UNDERWRITERS LABORATORIES INC. CLASSIFIED STRUCTURAL CEMENT FIBER UNIT SURFACE BURNING CHARACTERISTICS +—The Classification Marking includes the flame spread and smoke developed values applicable to the product. Where indicated in the individual Classifications, the Classification Marking may include the following statement: "Also Classified in accordance with Uniform. Building Code Standard No. 26 -2, "Test Method for the Evaluation of Thermal Barriers" R5657 (N) ri W HINGTSN DEPT. OF LABOR`rAN I N RIES Flame spread FAS PLAAPANt3VFl 1� Smoke developed Structural cement fiber un t investigated with respect to requirements fo. thermal barriers for Foamed lastic under Me d •f61QPe Evaluation o Thermal Barriers ", Uniform B lding Code d ±6 ndard Buildin Code, 1991, Sec. 717.3 SUBJECT TO CODE= Q3473 (N) OH 4305,$�io FIELD INSPECTiOI'v ry coating on one surface. Flame spread • 15 20 Smoke developed 0 0 Slabs or boards with asphaltic felt applied to one surface, with or without factory coating to unfelted surface. Exposed Surface Felted 490 -755 Over 500 Slabs or boards with foam plastic on one surface, with or without factory coating to unfaced surface. FOR SURFACE BURNING CHARACTERISTICS, SEE CLASSIFICATION MARKING OF UNDERWRITERS LABORATORIES INC. ON PRODUCT OR CARTON. Tapes, General Use (BVYS) Tapes are Classified as to surface burning characteristics when applied to uncoated, high density (nominal 110 pcf), 1/4 in. thick inorganic reinforced cement board with flame spread and smoke developed values of 0 in longitudinal strips at the specific percentages of exposed area shown in the individual Classifications. The toxicity of the products of combustion and other properties have not been investigated. The Classifications are confined to the materials themselves and do not pertain to the structures in which the materials may be installed. Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum, U-factor is 0.25 If project qualifies for Concrete /Masonry Option, list wails with HC a 9.0 Btu/R' -•F below (other walls must meet Opaque Wall requirements). Use descaoticns and values from Table 20-Sb in the Code. - Wall Description (including insulation R =value & position) U- factor Conaete/Masonry Option • TED vv . ' `U�`' a cL ') G _______________FA.. F � u L.E I F1 V L.�:O � Kter) 1 5 1998 Below Grade Walls ElliiiII" ,�ai'.;: /4A''tJ' E cot R - QS Slabs-on -Grade `wiK$e p Radiant Floors rams • Maximum U- factors Envelope Requirements (enter values as applicable) Fully heated/coo /9d space . Minimum Insulation 0-values Roofs Over Attic a $ 4 % % l S X 100 = f 5 .0 Y. • Conaete/Masonry Option All Other Roofs I R- - t3 Opaque Walls R — t t Below Grade Walls Floors Over Unconditioned Space R - QS Slabs-on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0 e Set Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing r, Q. a r b?) S • ace Heat T . e 0 Electric resistance OR All other (see over for definitions) • Glazing Area Calculation Note: Below grade walls may be included in the Gross Esterior Wall Area if they are insulated to thalami required for opaque walls. Total Glazing Area _ • (rough opening) Gross Exterior • (vertical & overhd) divided Wall Area times 100 equals % Glazing by 9 a $ 4 % % l S X 100 = f 5 .0 Y. • Conaete/Masonry Option 0 Check hero if using this option and if project meets all requirements for the CancrN&A asonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info - Protect Address u T .C=e4.. <L SC? Date p ^ 8 ,cn 't(cZo C3 W . �/ AL.�ISS "•• k1w` • For Building 0eparm ent Use .. 1 w k L. A4) L. A Applicant Name: - MOSS S"Ce.r,3ccAAL a Applicant Address: P p Qaox 45a, GFIK`ttatt-g , CAA Applicant Phone: (-7-1 Ci1 dk-.ct 3 �•-1 S 4.3 Envelope Summary . W asnrgon sov Nonmea..er Emory Cove C tto nee Fame 1994 Washington State Nonresidential Enera Code Compliance Form R -`r Climate Zone 9 ENV -SUM AWL 1594 Project Description New Building 0 Addition 0 Alteration Cl Change of Use Compliance Option Semi - heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: 0 Prescriptive El Component Performance (See Decsion Flowchart (over) for qualifications) 0 ENVSTD Cl Systems Analysis RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER Project Address 1 t0�b0 W ,�l4WE.`t \�� . :t `t T��cwt�.A�' t�t.� Data ' S • ace Heat T • e d Electric resistance ® All otter For Building DePartmIlIgelLINED CITY OF TUKWILA MAR 4 8 X99$ Glazing Area as %gross eldedor wall area 15.0 % Concrete/Masonry Option 0 Yes XI No • Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas art back (over). If CancreteiMasali 6'6reak id3 ' Target U- factors. SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. • list Building Component components by assembly ID & page # Proposed UA U- factor. x Area (A) = UA (U x A) 1 Target UA . U -factor x Area (A) = UA (U x A) 6ulz¢IO IeoIUaA U= Plan ID: CaLASS a. a3 U= Plan ID: bezeoa- N • eZ•• Usr Plan 10: - 0 . S4- 2 . = AB 1 . 1 • 45 4-t. • . - fo 1 , .54 ,G Aimee 1' j{ -5 �•} 'THINGTON i 0.4 0 2 TA q• 2.6 4- • Glazing % Elec••4 Resist. Otter gating '0-15% 0.40 0.90'• =1 --20 %• 0.40. 4O.ia: >2030% not llo awed : : . :.0 6 0;" >30.40% not allowed •• '.. . .0.50 : (see Table 13-1 for Canci asatiryvs p: • Overhead • Glazing U= Plan - ' U= c Plan 10: • U= • Plan 10: • FAS PLAN-FiEVIE APPRO;. ED I . MAR 0 9 1998 Sur., , , . �E AND FIELD INSPVECTION �ie Glazing % Ele Resist • Other•Heatsxg 0-15% 0.80 1.4S >15 -20% 0.80 1.40 =20-30% nat avowed 1.20 >30-40% nct akwed 1.25 (see Table 13-1 fcr CenclMascrlry values) Opaque Doors U= Plan ID: ppo2 ScN el. U= Plan 10: U= Plan 10: \ . 2•p 2 O z. 2 D Er-Auer. • 0 ' 4.3 0 ;Lo 12 • Resist Otte' Healing ) 0.60 0.50 laAO sloo11 R= Plan ID: R= Plan ID: R= Plan ID: • • • Eier"ic Rest. tither Heating ' 0.031 0.035 1 • siooJ I Ja41O R= Plan 10:5W S 61 e. 6 9 R= Plan ID: R= Plan ID: 0.01 4 201 L., A' 1 45 r- c i " 0 SO •2.a .o 1 k0 I E '••z Resist. Otter Healing • • `0.034 0.050 Below Opaque Walls' Grade Walls • X1 XI XI 3 Xl XI X1 XI II n II o n II II II II II II o 0 "o - p o � • o "o - u - 0 - u 'o 'o j > j 7 7 7 j 7 7 7 7 : 0 0 0.0 0 0 0 0 0 0 0 0 • J T fi • • 390 x%'7 •• z t 0 .. 0 tc. .: z • \ OZ-. 00 's)' WAS g • • c ' 1 ' ` p { O ' ' 1 t) ■ l .1- 15 t 22 3 • E';eecic Resi ... Other Heating • Ordrrary 0.062 0.14 Metal stud 0.11 • 0.14 Com(un) , 0.19 0.19 2 , Conc(oth) 0. 0.25 ti CO * ' S %NAL El • Electtc Resist Other Heating Ordinary 0.062 0.14 I EXPIRES 10- I It -9 g I Metal stud 0.11 0.14 R= Plan ID: SN esn a me R= Plan 10: R= ��`� fa. R= Plan 10: Eel- • R= Plan 10: 1 040%6 2o1(a \ \3 64 t9g2•c1, t 73. Eleatic Resist. Otter Heating ) l 2,3 ,( 1 6 0.029 0.056 • R= Plan 10: R= Plan 10: R= Plan 10: • R= Plan ID: . 1 1 • • • Electr'4 Resist Otter Heating • . F=0.54 • F =0.54 (see Table 13-1 for radiant floor values) For CMU walls, Indicate care insulation material. - Totals For compliance: 50 z•—•1 c., 7 a Totals s q 21 7 0 5 . . 1994 Washington State Nonresidential Erier• Code Compliance Form Rev. 'ef Envelope UA Calculations Climate Zone 1 ENV -UA 1994 wasnMpan ants Nawswr+Ml &NM Can Canasio fame MS B 1) Proposed Total Area shall' equal Target Total Area. and 2) Proposed Taal UA shall not exceed Target Total UA. Aant. 1994 ._.FLOOR U- FACTORS (a) (b) • (c) (d) Layer Description Detail R -value • Surface ptIL. Interior ST■L . O �1 Z' • A C�ERAA C Roast,. T1 L Ck1 � E2 0 ' . Lion w'r Star a c.3 en R 0 Si • ost k.���, dd %o goo D ST fee.- 'D�.K b .0 0 E Exterior 5 O.- Surface A tit. 0 1. Total column (d) • ((g 2. U- factor. Invert the amount in line 1 0 . in V F4-9q a.: C4 SLLciect _ tCve. %..1t DEPT OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED MAR 0 9 '1998 s,. :. • ;..i; AND FIELD INSPECTION' • RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER '- (a) Layer (b) • Description (c) • Detail (d) . R -value Interior Surface s r%LL Al ft_ ' = _; - - . `� - 0 •7 2 A CE2 I4\IC Tit..E . O •DO • B L6.7 Lai co s.t. 3 SMT. E O • 5'7 • oeuc4+4 0• ©0 • D s Q,O E I Exterior Surface ST rt_t.. ..% ft_ O "-- _ : -'-w',7'. -- ` -;= • 0 • l r 1. Total column (d) • l • •4140 2. U- factor. Invert the amount in line 1 0 , U4:1 • :. __FLOOR U- FACTORS .,... ,•.•••••■••••••■•••• "•••••• «W....,• • STATE DEPT. OF LABOR • IP FAS PLAN REVIEW • MAR 091998 s AND FIELD IIVSHEC ION t .1 ;N 14 I to 'T'lal Ck �--� RS-- W % I 0 F= ��� /cue:Sze A.s nNh V- A EC.k cm� cQ et c v a X ac •7 �iSvL14'T co-t SEE SWEET 6 oV o(tt'S A,)& VL.( 4.G. o F OE - lb ts'A%••.■ A47.-1ks ■•-4_,% o 1 ta$ L N (e-o 0 hL c..."--k --C lA 3 4 G. It 5 4 G (.4.,- PcL,E�V z 3 ' t % S v wT c co-. `^^ t3 e.I RECEIVED CITY OF TUKWI C-0-%- "CC LtiV a Q 3 . MAR 1 8 199 PERMIT CENTER r BP Rev . 3 N . ( Project Name: r 34 -q X(o3 - (o Page: i WS'c( 3a3 f-e x 3 /ito / S • 1 Sc.trr. r / 3 x3 1 T'v�L=.STF.�Z • I s r l e.4 s •► WTt c+a - S S t L E� o C= pR • C12Xab�1 s tp� � W) 9 ?z )c 5 /1` /I z q• sari 12 2Bit sg r-r • - • ,.' . 'Vertical Glazing ,....':::::•:.,„ ,‘ ;.'•.,.... List components by assembly 10 a Page # - - • Proposed SHGC , .: . .• •. ' - x Area (A) • - = SHGC x A , .fii.Target..SHGC :: t:. , ...7.:i. , ;, , ,3 SHGC --"'' , --;rirea (A) • :...'-"-:- SHGC x A • 'g Plan 10: CR CA-SS 'CcSe-l-k n.e."5 ,,-.. . - --"-:?-!'" ,14..-t .,,:,, Plan I D = pe,41tt_ '. S ''''' -* • . '• Pl an ID '':-..,-,1,:4 ..):(,..„, 2 g •. "''' Plan ID 1: -, plan 10 ki• : ; •= ...-, - , ", , " 1 ,-• Pan ID: • ,,T 0 iAs% .-- ..•3-4--.2. ,, 2. '2- ! 0 c;,% - ,. : -; o -z_ '' . --- • ' : •. f. n -' ' ' '• : ''. r ". .' ' ,■....' ,;',.. i ' - : .' ?.. ■ z • :1,b, - • -. - ?.-.? ..!•• ) :.;..... ,,-. • .:;;;;; "; r; ':- t .' •''''''' '''' 4.2 42) it :' e 2. GS- , Glazing %,•,tElectrIc Resist.•$•,": abu Heeling eating:: >20:30%. # • „• .1.. 065 f4....••• ,.•••‘•(,:-•, ,-;,,?,..4: - • . / A. t• •,•• 45 , ,, :qi," '.*: ;' (see Table 13-1' for Conctfvtasonry values) :. 'Note: Manufacturer's SC may be used in lieu of SHG . ' - Totals :4,:kge,...,A... - .../...: ... ,J .... For compliance: -;:." • Y , - , t - :• 1 .‘ - , • •■ • a , . L ..,;,,,,!,,,-• 2.5 , 0 - .--:-.!1 . ._, IN , - - ••• , ..2. 9. Overhead Glazing 4.:1`..'0,''''',:tlY':■ :. " ••• List comPonents bY assembly 10 & page # • • 4 . Proposed SHGC , • . SHGC' • x Area (A) ' -, = SHGC x A , 's ".7,a..il..........-;,- Target SHGC -_.:- , : •,, ' SHGC •t44-"•••-x Area (A) = SHGC x A f Overhead Glaz -.••,;, ••c ,:;•'..4.-•;.„-,..;+i .;,. :.••':, Plan ID • ,; ....— • -„,•,.., .: ....- i • " ' • Plan ID' '''•` ••••,'"'"'' ••• .s_.,,-r .4,4 , .,. ••,.,,cl-, = Plan ID -,,,i,. ; _,. -,,,, ••:.;• 4 f , ...,. . Plan I13:::'• '7: ' i..,ppltv, ;' - - .. . ., Plan 10: ,! • •• : • '". ,. Plan ID: • - - '"..-' ., .._ ,„., : . = , :"---:-.! •-• - - - : 7 - ,. -.„ .••-.• .. . -. ...:•...,,• , Glazing % --Electric Resist. - Ott*r Heabng .: 0-20% 1.03 -:''.-.•••::', ' " ",:::: 1.00 ••,:-."-- •:-.••;::,:. >20-30% •••' •;.".' not Mimed '.-- c , C65 =30-40% ..• not alkmed • 0.45 (see Table 13-1 for CoriciMasmity values) 'Note: Manufacturer's SC may be used in lieu of SHGC. • • - - • '. For compliance:" : ; • V . . . „.. . .•..- Totals _ , . VV .-... 1 .... . . . '. ; . • .1994 Washinaton State Nonresidential Enerav Code Comoliance Form ' • tee wuranien acne temniasinsai emery CORA 00111111681:8 Ferns • - • • Envelope SHGC Calculations Climate Zone 1 ENV-SHGC . • , • . „_... • Gross Eterior Wall ...• Max Glazing Area . Area ''t (Table 13-1) ' ••.* " • • [7: Roofs over Attics Other Roofs Walls Target OG Area in Roofs over Attics • 1; : rs lesser (circle) 7: 4: 5: Proposed Opaque Area Max OG Remaining la: 1: ' 2: Proposed VG Area 1 3: Proposed tatL area shall equal Target Total Area and 2) Proposed Total SHGC shall ;not exceed Target Total SHGC. .•••••,* • • • Building Permit Plans Checklist . ENV -CHK 199. w,r... sry qty cam« Comrance Parma A... 1994 Project Adcrttss (Colo O tj • Q ( (1t.,`t T<) K-w t L.A Li ) Date i 0; _ The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle one) Code Section Component • Information Recuired Location an Plans Building Department . ' Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned solaces identified on plans if allowed L � • 1302 Space heat type y e s � n p ) n.a. Electric resistance L S en-■ Ca Ca A4 S no n.a. Other Inmate an clans that electric resistance heat is not allowed M2 yes no 1310.2 Semi - heated spaces Semi - heated scaces identified an clans if allowed 1311 Insulation yes no n.a. 1311.1 Insul. installation Indicate densities and clearances OD no n.a. 1311.2 Roof /ceiling instil. ' Indicate R -value on roof scions for attics and other roofs; Indicate clearances for attic insulation: indicate baffles if cave vents installed: Indicate face stapling of faced baits R'-•2 e'7 Eg . ' es no n.e. 1311.3 WaU insulation Indicate R -value on wall sections: Indicate face stapling of faced baits: . Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess: Indicate heat capacity of masonry walls if masonry action is used or if credit taken in ENVSTD: _ e--8 • '� J no n.a. 1311.4 Floor insulation Indicate R -value on floor sections: indicate substantial contact with surface; Indicate supports not more than 24' o.c.: Indicate that insulation does not block airflow through foundation vents Rya-( Eitl no CD 1311.5 Stab -on -grade floor • Indicate R -value on wall section cr foundation detail: Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected F'-( • yes no 1311.6 • Radiant floor Indicate R -value on wall section or foundation detail; Inci=te slab insulation extends down vertically 36 from the top: Indicate above grade exterior insulation is protected: Incicate insulation also under entire slab where read. by Official • yes no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and ovem ead) as percent of gross wall area ^ t hi yes no n.a. 13111 U- factors Indicate glazing and door U 4accrs on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default. if values are default then specify frame type,.glarrtg layers, gapwidth, tow-e coatings. • - fillinos ENV — tJ A yes a n.a. 13122 ' SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) ek — Se- 1313 Moisture control [ es no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side __.... --c .,.,ir irTON � no n.a. 1313.2 Roof /ceiling vapset. Indicate vapor retarder on roof seon: S't A rm Indicate vac. retard. with sealed seams for non -wood strud7E c ,- :.F s . : ; C- VI 10 IIVUU 0c l " - .' Y i ? EC11 Yes) no n.a. 1313.3 Wall vapor retarder indicate vapor retarder on wall section ~ Yes no n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1 .o� 1313.5 Crawl solace vac. ret. Indicate six and black polyethylene ovenaopeel 12" en gkound r11 1 Lib 1314 Air leakage . ) . (v) no n.a. 1314.1 es no n.a. 1314.2 Bldg. envel. sealing Glazin- doorsealin• Indicate sealing. caulking, gasketing, and weatherstnp 'ping Indicateweatherstnteina OUtL ST C .AST• Ue..TION ..,. r•nill' yes no n.a. 1314.3 Assemb. as ducts indicate sealing. caulking and gasketing a Ur3� -' ,;.NPFCTIUry - y - , Pfl 1 1WEJCOMPONENT PERFORMANCE (Sections 1320 -23 or 1330 - 341 = -- - "f Dyes )na - Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 putout if necessary ' , • • 1994 Washington State Nonresidential Energy Code Compliance Form circtea nor any question, provi exp CITY.OF RECEIVED UKWILA MAR. ,1 8 1998 PERMIT .CENTER ' .. NFRC MATRIX REPORT CLIENT: MERCER INDUSTRIES MODEL /TYPE:2.0 FIXEDWI•TYGW 21000CT FRAME NO. GLAZING DESCRIPTION 1111113E1 TYPE LAYERS GLASS - LOWEISURFACFI OR FILM- LOWE (SURFACE) g Oat 003 004 '. 005 006 001 GGa 115 AT 016 AT 011 AT 018 AT IOTES: SPACER TYPE SPACER TYPE :IRE GLASS. !SPACER TYPE • 009 010 011 012 013 014 1t47.. t =1 - p OS -CLeAB : z : 1ie 0 �4E�S :a rY .AT 2 OS -CLEAR AT 2 DS -CLEA1 AT 2 DS -CL£A1 AT 2 OS- CLEAR AT Z OS -CLEAR AT 2 DS-CLEAR AT .2 OS -CLEAR AT AT. AT AT AT A. • 3 3 3 3 3 3 3 3 3 3 ;CERTIFIED SIMULATOR: • SS-1.1 (21/ SS CLEAT ! -- -0.0 15 (S; SS -0.1 (211 SS CLEAR -0. 11S (:' DS -0.2 (21/ OS-CLEAR I OS -4.015 15i OS -G.2 (tit OS L ! :5 -0.025 :S) 3116' -0.1 (1)-3/16' L'?- 3!16' -S.OaE (S( 3 /Is' -0.2 (2)- 3116'- C: :1R- 3/16• - 0.015 15; 05-CLEAR /.0G3 s::M . OS-CLEAR !.003' FILM 3/16' CLEAR -.003 FILM 3/16' CLEAR-.111 FILM SI IS STEEL WITH POLYURETHANE SEALANT. RANDAL J. 7 . 700RST DS -CLEAR DS -0.33 (3) OS -0.33 (3) OS -0.2 (31 OS -0.2 (31 DS -0.085 (3) 0S -1.015 131 114 (iii I15- :. et!: (•5) 114 (iii OS-1.1:15 (5/ .114 (31- 3/16' -;.DAs (51 .114 (1)- 1/16 -o.ia5 (51 RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER Page GA° WIDTH 150 . 150 .150 .150 .150 .150 . 150 .750 ,'Report No. C94 -312 OTT FILE NO. C94 -312 I S ?ACE! I G2IO GA? 2 7ALGEE I TM I FILL 'r_i 25 I 1, A. Al AI AI SI 5 • • • • .M.uw -wuQ JAN 15 1998 I? t ARGON .52 AI3 .46 ARGON .43 AIR .43 .RCOY .41 AZ1 .40 A2 G5 .36 A:2 2.Ou .27 :- .3c ARSON .Z3 AIR :1 1 ;:C& .30 .4: ARGON ' :29 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES • FAS PLAN. REVIEW SECTION APPROVED SUBJECT 1 CODE • ANC 1 .0 INSPECTION .42 . 3a .39 .35 .30 -c ';? .2s .31 .2? Al IS RECTANGULAR ALUMINUM WITH BUTYL SEALANT HENLEY THE SCAM AND TEE GLASS Al WAS DETERMI(IE0 TO HE THE GROU? L,".ADE! AHD Qatr A RECTANGULAR STEEL S ?zC!! WITH ErcTI:• EETnEES TEE -FACE! AL'' 1 .I1 , ( a ) Layer (b) Description • (c) Detail •:: ' (d) R- value ' Exterior • Surface 0 `��-'' • A P 100313-: • B Roe-L. tHs�� • .•` ' V); . •"73 • c D ,_ _ Interior 'Surface : O I to 1 1. Total column (d) 13 , 5' 2. U- factor. Invert the amount in line 1 0, s 6 r= C.z.- •St V-L C=. O S� e CO COQ Rt...L,SS T c 3Aaa -c - Q- I o - 3 • 1 t.k. 5 ‘%3 c_r r t_o*A COQ ct.e.. -o TA% a_ — Z e S 6t-1/4 G. To cL Cv.."-Q SUESS I ca t 4 -r - 1 d2 E S/ I1 . F 6 a 6 1 F-o a ST �L C¢ a g S ks`MPPLr1t S (1 ° 4 " D '`‘ •1 RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER 1Z_.'13 WA MIN �N STAT �F DEPT. OF LA USTRIES N ilE AND SECT ION FAS 4 °L'�APPROVED JAN 15 1998 susJECT TO CODE AND Flat": INSPECTION (a) Layer (b) Description (c) Detail (d) R-value • Exterior Surface 6 . - 0 17 . • A A t styr an 0 • %A- B Atz SPorts C 12) 1VVT krasqc..., 12-1\ 5 • 5 a • D • E • • Interior Surface - ' 0 a GEN 1. Total column (d) 7 2. U-factor. Invert the amount In line 1 0 • L 3co • • t ' . • ; • WALL U •FACTORS • . • " :•• • Geric * • ' Wall . • .: . • ••• • •• , „ ' , • • • •• • • ., ' • - , • ' • - • • • . ir-rty,s BP , Project Name: Oar -11 Csra Page: RECEIVED CITY OF TUKWIIA MAR 1 8 1998 PERMIT CENTER . . JAN 15 1998 c.•ror.:r•r To CODE ' -SPECTION • E • z CE OF WASHINGTON 1.0,* ).ABOR AND INDUSTRIES REVIEW SECTION APPROVED Cooling Equipment Schedule Equip. ID Equip. 10 Brand Name' Model No.' • Capacty Total CFM OSA CFM Ecano SEER r7... IPLV Location A c— i 1 - z - .5 7 ■044..k,. `tCt) iZAC 3 Zap imu,,. \2S, o a o 4C o c .7-et t -..,.. Q C ei I , `i n R ccr • . t Sl1E• I IEC, f• 1'0 CODE. I . L .. _-- ---- ._ : .__. • • • Heating Equipment Schedule . Equip. ID Brand Name' Model No.' Capacity' Total CFM OSA cfm Econo Input Btuh Output Stuh Efficiency` AC —1 -- C - 2a Yep X20 C-3 llot„bac. 4•ot) Zap imu,,. 205 i (oU 1 • d • . t Sl1E• I IEC, f• 1'0 CODE. I . L .. _-- ---- ._ : .__. • Project Info • • • i Project Address soV c��—t1 .e ( Oate t 0 _ i7 I L2a r� , \/ A L 'N �t.`'i Far Building Department Use • • T., sew N L..( # WA Applicant Name: ., _ k,,,, s• S t Applicant Address: p O is e`rc. 49 + Cls„.4.`-Ct'cLS Applicant Phone: (— t O . %.", _ --)s4...3 Fan Equipment Schedule STPTE DEN i. v. ,1- Pull Flo C '. OF WASHINGTON I ,•�n .,, .� ,I..r _ "11C ! R I:ocation of Service • Pr E ui ID Brand Name' Model No.' , CFM SP' HPIBH • • . t Sl1E• I IEC, f• 1'0 CODE. I . L .. _-- ---- ._ : .__. 1994 Washington State Nonresidential Enero Code *Compliance Form Mechanical Summary MECH -SUM 1444 W ashmgen et= Pi..-..—...J Enrgy Cade contemn= Fora • AM. 1994 Project Description Briefly describe mechanical system type and features. e. (= L t . &A- tQ,ca Nv 4-e 1 0 Te, -•.- s TCLa► av a 1 o� EZ. L.{ C.b \'1 % C 3 t— tz Compliance Option Equipment Schedules la Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications) The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. ' As tested accgroing to Table 14- 1.14 -2 or 144. h If required. 4 COP, HSPF, Combustion Efficiency, or AFC) ILA Flow control types: VAV. constant volume. or variable speed. MAR 1 8 1998 PERMIT CENTER System Description See Sedan 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooing Only: 1,1 Constant vol? ❑ split system? ® Air cooled? - ' sr Packaged sys? Q <54.000 Bft ? ® Economiser included? If Heating Only. ❑ <5000 cfm? ❑ <70% outside air? • v. • • . 1994 Washington State Nonresidential Energy Code Compliance Form • Mechanical Summary (back) MECH -SUM W.ermQei, Sts. NQrsese sa Etam Coe. Ca no.a+e. Faros Decision Flowchart Use this flowchart to detenrnine if project qualifies for Simple System Cption. If not, either the Complex System or Systems Analysis Options must be used. Complex Systems • eatin• Coolin or Cooling Only (Reference) Sec. 1421) .m..meao vv /db 00 N. I Y y� Includes no I yes yes . • V • it Cooled yes . ackage s Sys ;enj ( Reference Sec. 1423 ) RECEIVED CITY. OF TUKWILA PERMIT CENTER no MAR 1 81998 Split \S stem/ yes yes Pall. 101 Y 1 Simple System 1 ! Allowed t, j Reference . LSec. 1420 Y - Use Complex Reference )6. System • \ Sec.1430 Referto MECH -COMP Mechanical Complex Systems for assistance in detemrining which Complex Systems requirements are applicable to this project. S1'A *e OF WASHINU ON D E P T a REVIEW SECTION f IES • JAN 15 1998 • SUBJF.Cr I'U CODE • AND FIEI.t, INSPECTION Mechanical Permit Plans Checklist MECH -CHK 19114 WifnrylM 1114 anon Case ,%ItPfwAff rZfrYF1! . Mn. 19•4 Project .t pZC1 O W. ∎1 AL.I..4 4- ‘4 ) I LJl L 4 1 LI • 'oats 10$_ 9 The following information is necessary to ctteck a mechanical permit application for compliance with the mechanical requirements in the Washin State Nonresidential Energy Code. Applicability . Code (circle one) Seddon IComconent (Information Recuired Locaeon Building Department on Flans! Notes HVAC - a II - MENTS (Sections 1401 -1424) 1411 Eno= cerfcrn nee • ves no (al 1'11.4 Pke. elec. hto.3 ctc. List neat pumps on schedule • no n.a. 1411.1 Minimum efficiency Ecuicment schedule wnn tvee. cacacity. efficiency M Z I 1412 HVAC controls - no n.a. 1412.1 Temcerature Zones Indicate locations on clans .- - mmerr.s. 5a�•.SesR.r P 1 Cr* no n.a. 1412.2 Deacband control Indicate S decree deadband minimum EL'Z es no ors 1412.3 Humidity cancel Indicate humidisiat no n.e. 1412.4 4 Automatic satCack Indicate thermostat with nteht setaacX and T different day types el-1. E no n.a. 1412.4.1 Oamaers Indicate damper location and automatic controls - Eta—kat�� !-t Z yes no 1412.5 Her oumo ccrtttct Indicate microcrocess -r on thermostat schedule yes no 1412.6 Ccmbusran`hta. Indicate modulatine or staoel control Gal no n.a. 1412.T Selencino Indicate balancing features on clans I M 1 yes no 1422 Thermoset interlock Indicate thermostat interlock on clans 4e3j no n.a. ' 1423 Econam¢ers Ectaoment schedule Ithi itt-it 1413 Air economizers • no n.a. 1413.1 Operation Indicate lea% caoabiiity on so:Irwin AA Z. • no n.a. 1413.2 Control Indicate controls able to evaluate outside air tit "I_ es no n.e. 1413.3 Intecrated oceraticn Indicate caoaoility for carnal cactina ■-Z, 1414 Ouccng systems • yes no (raN 1414.1 Duct saaiinc Indicate sealing necessary rib no n.a. 1414.2 Duct insulation Indicate R -value of insulation cn cue: R -1 t•ti1 i yes no al 1415.1 Picing insulation Indicate R -value of insulation on c :cir I yes no 6.17) 1 Separate air s s. Indicate separate systems an clans I y es no Mecca. Sum. Form I Completes and attacred. Eouipment scneoule with types. , 'incur/cutout. efficiency. efm. hd. ecncmizer. SERVICE WATER KEATTNG AND HEATED POOLS (Sections 1440- 14541 i 1440 Service water ntc. 1 yes na 1441 Elec. water heater !Indicate R -10 insulation under tans( I yes no 1442 Shut -off ccrcats • 'Indicate automatic shut -off i 1450 Heated cools 1 I . yes no 1452 Pool water heaters lindicate not etectnc resistance I yes no ait1 I 1453 Foci neater controls I Indicate switch and 65 decree centrt yes no . I 1.454 Foci covers (Indicate vapor retardant cover yes no .- I 1=54 Fools 90- decrees Ilncicate R -12 cool cover I 71994 Washington State Nonresi r no is circiea for any question, proviae explanation: STATE 0 WA.SI.IINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION JAN 1 '5 1998, • A t ......N...4. -- ..... .. ...,..........•+ • CIT RECEIVED KWILA -MAR 1 81998 P ?RMIT CENTER 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 1994 wanincon Sue. Qn.r5y Coee CemuHe e.:a lax MECH -CHK ,Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at lent one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Oeadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capaole of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone's shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage. or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed budding energy analysis. heating and cooling thermostat setpoirnts are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. - Thermostats that require manual changeover between heating • and cooling modes. 1412.3 Humidity Controls: H a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with . automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven-day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpcint. 2. Equipment with full load demands of 2 kW (6.825 BtWh) or less may be controlled by readily accessible manual off- hour-controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the•system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dampers. These dampers shall remain closed in nor man operation until activated by ate fire alarm system or other approved smoke detection . system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes, 1412.5 Heat Pump Controls: Unitary air coaled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual'means (e.g.. LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225.000 Bash shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to. dampers. temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Ai economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mecnanical coaling. 1413.2 Control: Air economizers that be controlled by a control system capable of determining if outside air can meet part or all of the building's RECEIVED cooling loads. CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER Agra. 19941 1413.3'tntegrated Operation: Building Heating Energy: Air . economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the coaling load. Controls shall not preclude the economizer operation when mechanical coaing is required Simultaneously. Exception: Economizers on individual. direct expansion, cooling systems with capacities not greater than 75.000 Bluth may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches: seal transverse pints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams - 3. Static pressure: above 3 inches: seal all transverse pints. longitudinal seams and duct wall penetrations. 1414.2 Insulation: Ducts and plenums that are canstsucted as part of the budding envelope shall meet the requirements of Chapter 13. Ocher duns and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment • 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that state only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermmaty insulated in accordance wits Table 14-6. Exception: Piping installed within urinary HVAC equipment. Water pipes outside the conditioned space shad be insulated in • accordance with Washington Slate Plumbing Code 1WAC 51.25) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To quality as a simple system, systems shit be one of the fallowing: a, Air cooled, constant volume packaged equipment. which provnoa heating, cooling or boat, and require only external connection to duct work area energy services. b. Air cooled. constant volume split systems. which provide heating. cooling or both. with cooling capacty of 54.000 Btuuh or less. c. Heating only systems which have a capacity of less than 5.000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. AU other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412. where separate heating and cooling equipment serve the same temperature Zone. thermostats shall be interlocked to prevent simultaneous heating and cooling. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on packaged roof top fan - cooing units having a supply capacity of greater than 1,S00 cfm or a total cooling capacity greater than 54.000 Btulh. The total capacity of all units without economizers shad not exceed 240.000 8tu/h per buil m g* STATE OF WASHINGTON 1424. Separate Air Di tribtfi "c�' teriii( 2aa ° s' ispecri 1 cess - . w Sreg. l. temperature requireme and! �iumrdrtX.hi i nts s sh tie aerved by separate air distnbutio systems from those serving zones requiting only comfort conditions, r • JAN 5. 1998 Table 11 -1 General Data Cooling Performance' Gross Cooling Capacity EER Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity Integrated Part Load Value System Power (KW) Heating Performance' Heating Models Heating Input (Btuh) 1st Stage (2 Stage Only) Heating Output (Btuh) 1st Stage (2 Stage Only) AFUE ( %)° Steady State Efficiency ( %) No. Burners No. Stages Gas Connection Pipe Size (in.) Compressor No./Type Sound Rating (GELS)° Outdoor Coil - Type Tube Size (in.) OD Face Area (sq ft) Rows/FPI Indoor Coil - Type Tube Size (in.) Face Area (sq ft) Rows/FPI Refrigerant Control Drain Connection No./Size (in.) Outdoor Fan - Type No. Used/Diameter (in.) Drive Type/No. Speeds CFM No. Motors/HP Motor RPM Filters - Type/Fumished (No.) Size Recommended Downflow Horizontal Refrigerant Charge (Lbs of R•22)' Low 135,000 105,000 81.0 81.0 1 Indoor Fan - Type No. Used/Diameter (in.) Drive Type/No. Speeds No. Motors Motor HP (Standard/Oversized) Motor RPM (Standard /Oversized) Motor Frame Size ( Standard/Oversized) *Indicates both downflow and horizontal units. 107,000 9.0° 3,400/3,000 101,000 9.2' 11.22' 1/2 2/Climatuff® 9.2 Hi- Performance .375 16.03 2/16 Hi- Performance .375 10.50 2/15 Short Orifice 1/0.75 PVC Propeller 1/26 Direct/1 7,000 1 /1.0 1,125 FC Centrifugal 1/15 X 11 Belt/1 1 2.0/3.0 1740/1740 145T /145T General Data High 205,000 150,000 166,000 . 122,000 81.0 81.0 2 1 t�....: aH .�a.v+mrTN.*ata,+. += r?i.r. >.,iM ,.v..x. :•.,� 81/2, 10 Ton Standard Efficiency %SST 8'7e Ton Downflow and Horizontal Units 10 Ton Downflow and Horizontal Units 110 Ton Downflow,rld Horizontal Units YC *102C3,C4,CWL YC *102C3,C4,CWH YC *120B3,84,BWH • YC*120C3,C4,CWL YC *120C3,C4,CWM 125,000 9.2° 4,000/3,500 119,000 8.90 12.95° High 250,000 175,000 • 203,000 142,000 81.0 81.0 1 2 1/2 2/Climatuff 9.0 HI- Performance .375 14.58 2/16 Hi- Performance .375 11.13 2/15 Short Orifice 1/1.00 NPT Propeller 1/26 Direct/1 7,200 1/1.0 1125 FC Centrifugal 1/15 X 11 , Belt/1 1 2.0/3.0 1740/1740 145T/145T _. Throwaway/Yes Throwaway/Yes (2)16 X 20X 2(2)20 X20 X 2 (3)20X20X2(3) 16X20X2 (2)16X25X2(2)20X25X2 (4)20X25X2 7.1 /Circuit 6.9/7.2/Circuit Low 135.000 105,000 81.0 81.0 1 • .3 4,000/3,500 °.117,000 8.90 13.00 1 1/2 2/Climatuff 9.2 Hi•Performance .375 18.67 2/16 Hi•Performance .375 10.50 3/15 Short Orifice 1/0.75 PVC Propeller 1/26 Direct/1 7,700 1/1.0 1125 FC Centrifugal 1/15 X 11 Belt/1 1 3.0/5.0 1740/3450 145T/145T 150,000 166,000 122,000 ,81.0 81.0 2 Throwaway/Yes (2) 16 X20 X2(2)20 X 20X2 (2)16 X25X2(2)20X25X2 8.5 /Circuit NOTES 1. Cooling Performance Is rated at 95 F ambient. 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not include the effect of tan motor heat. ARI capacity is net and includes the effect of fan motor heat. Units are suitable for operation to a20% of nominal c ,.Batdd.in-piccord elitim sianciat0 Q10/240 or 3 2. EER is rated at ARI conditions and In accordance with ARI Standards 210/240 or 360. $' VD IN D U ST RIES 3. Integrated Part Load Value Is based on ARI Standard 210/240, or 360. Units are rated at 80' F ambient. 80' F m nterintlgir tiW and 67 hpN g yr e(pu t O 14t rat ed c 4. Heating Performance limit settings and rating data were established and approved under laboratory test condit using Amencah Nation l S tnatitut standar Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at e rate of 4% for each 1000 • e sea level. 5. AFUE is rated in accordance with DOE test procedures. 6. Sound Rating is rated In accordance with ARI Standard 270 or 370.. 7. Relrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructio{rs, 8. Horizontal models have 9.1 EER, 11,10 system power KW, and 9.3 IPVL 9. Horizontal models have 9.0 EER and 13.22 system power KW. JAN 15 1999 't-rT 10 CODE r. SPECTION CITY OF TUKWILA MAR 1 8 H.,.S PERMIT �'tFMrEt? Project Info • Project Address So L -r v,Ce t'ZcCn. re Data it) -- 8 - g 0020 o L‘,1 . N/ Pet.L�''`-L k4t•.1%-i For Building Department Use ' CIl'YREC OF RECEIVED MAR 1 ti 199 PERMIT CENTER • .. tot- t..JtL_A lt_ Applicant Name: v2ta"'t°t ,_ 1� d SS . - �fL'c.Ort_re-3 Applicant Address: A0 b 4- C L Co•- k ter..S GA. • Applicant Phone: ( O ) 4s -s, _ -1 S 4.3 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting • 0 Less than 60 % of the foduces are new. and installed lighting wattage is not being increased Area in ft' Location (floor /room no.) I Occupancy Description Allowed Watts per ft" Area in ft' . Allowed x Area I I to .L RLt,; st„ Ri go -A. 'mac 1— I 1 I 2,4:11 (.0 - 2-c I (o S t�(otc. , a 64 c ,_:- -k.hs bz St I % 0 2 a I .. , •i4.' 3 I I I • UTtt_rc' A • t~ I I atyac ti S €t I fox I I erwPurltai a% k I — I I 1 . v. v 2`,cz " From Table 15-1 (over) - document all exceptions taken from footnotes t,. — ,,. Total Allowed Wars 2•a I Co I Location I •34w F (floor/room no.) Description Ca.--1 cZ �- .•`-�. 8 .B Allowed Watts x ft (or x If) - Number of Fixtures Watts/ Fixture • Watt Pro Fixture Description t'tAt..-. rt,.I e >._ L ( A 2' ,c 4= Recce= Let, (71 ESuLt1 - es-kt:es.1 Saone. l S (o ss I % 0 2 a w • .. ES k .. H — cam. ■.ti 3 6't I 204 UTtt_rc' A • t~ ... ... — atyac ti S €t 2 fox I I 13 C, b S erwPurltai a% k ,._ — t.. .... 1 (, (3 v. v 2`,cz N t,. — ,,. t.. 3 Co I I 4 Ritrawm - e i ct>; s t t c 4' . 1 , (1 1 F3.: c. —• t.. ,. 3 3 4 1 0 2 V A4..1aaa.C.v - r 1' tic 4 S..tt. tyr t, '"- t^ N Q 34 I (oS5 t•ot_ESL_ c V M? km7t t • u' g - 1S I Location Description Allowed Watts per ft or per If Area in ft2 (or It for perimeter) Allowed Watts x ft (or x If) - Covered Panting SE ,4T'Glact.k.=c ExThu.42v_ U ( tt-N(... I 0.2 W /R' • I 1 $ Open Penang S.-) t� }n 1 0.2 War OutdoorAreas I 0.2 Wtft Bldg. (by facade) 0.25 me Bldg. (by perm) (a ^Co" X 34 c 1 " 7 . 5 W/if 19'7 LF 14- Nate: far building exterior, choose either the facace area or the perimeter method, but riot both) Total Allowed Watts/ 20 3 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts STATE DI WASIn.vu,iuiv . DEPT OF lAEOFi AND INDUSTRIES or Exderl PI - N -TJI S ECTION Location • Fixture Description Number Fixture; of Watts/ F li l 5 I Watts Propo C —"7 so STx t ' c' o ar t'' LJo «. `'z Va..r ..1" ,•- etsk Nt.C:t'\ b Atv U4 (r 1 '7 . SQ ut ,'L w,Gta -,.eo e•■'t; , L.t Ca 11 47.4 4 4,- S U fir % q i qe 2 Si %4, 04 uzc... vLuavL(L) Lair,-r' ... ,ca.r.%. 'Savw4 7 1.t ... . . ..,.77 0 • A to, -:c_! . .o..; FCTION Total Proposed Watts may not exceed Total Allowed Watts for Exterior ' ""' " Wass ' Co`i " — .• 1994 Wallington lingmn Seats n.,ns,s.1111•t Energy Cow Camomile. Farms 1994 Washinoton State Nonresidential Enerov Code Complianc Form R Lighting Summary LTG -SUM Project Description I ® New Building ❑ Addition Compliance Option ❑ Prescnptive ® Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive 8 LPA spaces dearly on plans.) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) i otal Proposed Watts may not exceed Total Allowed Watts for Intenor - Maximum Allowed Li tin Q Wattage (Exterior ❑ Atteradon Apr', 199+ Total Proposed Watts/ V:=1 S •L • • • wasnangten Stan isanniosefleal Energy Case connivance . " 1994 Washington State NOnreakiential Eneia Cade C ""- Prescriptive Spaces Qualification Caecklist Nate: If occupancy type is "Cther• and fixture -answer is checked. the number of fixtures in the spice is ilia limited Irf Coes.' Ctearty indicate theseapacis an plans.ff not, 4 ) 1O - ualified:do LPA Calculations. Occupancy Q Warehotriiiii‘ storage areas or aircraft storage hanger e Other Lighting Fxture Q Cheek here if at least 95% of fixtures in the space meet all four =aerie: • • "L • •• ' • ; • 1 Fixtures are flUareiCant.'ndn-lensed.vith only one cir two lamps. and' •.. . • . • Z.: Lamps:are T-5. :1'-6.T-8 or PL. and " 3 Lamps are 5-50 Watts. and ! - Elattaiis are electronic ballasts ,; , trY•S 4,4, ye: - • rable 15-1 Unit Li Allownce LP" Licrhtincr c , • P , • CI C • • .. Uses :Assembly spaces'. auditoriums. oymnasia'. theaters 1 - Process plartts 1 - • • Remit A - • - - C7 7 17:4;.' Retail B Retail bankira 1.5 • Locker and/or shower facilities . 0.8 Warehouses". storaceareas Aircraft storage hangars 0.4 Bette. shoos. beauty shops • ; • •-,'" Hotel Izanaueticonference/exttibttion ‘4• A Laboratories Aircraft remit. hangars • Cafeterras. fast food establishments .":crf:4 Factories. woo. handling areas • -", • 1.5 r Gas Vaticns. auto repair shccs Insattaions libranes Ntrsalo harms Wholesale sores (pallet rack shelvIng) Mall =courses -1.s 1.5 1.4 ; : Plans Sul:emitted for Corrrnon Areas Only' Scrlccis huiloings. school ctassrcems. day care centers • • • -• Laundries . • • • • •• • Office buildings, office/admitnistrative areas in facilities of other tse types (including but net limited hcsoitals. insttuticns. museums. banks. , Footnotes for;Table '15-1 . . i.; etd si . ' - • In (=Ars in which a use is not mentioned specitically: the Unit Power:-111owance shall be determined by the building ofticiaI.1 "nts determination shall he base upon the mast immparabie use pc in the tabie Sr_ Se Section 1512 tbr exemp arcs. : 2. :; The harts per square Coat may be increas ed. try two percent per toot height above menty fe t. unless speciticity directed otherwise bY subset:went tootnotes. ' Watts per square root of room may be increased by two percett per foot of cng height above twelve feet. ,• - 4 ; • For all other space s. such as seating and common areas. use the Ustit Light Power. for assembly. Watts per square toot °Cream may be increased by two percent per root of ceiling height above nine feet.. 6 Includes pump area under canopy. : ".4 In cases In which a lighting plan is submitted tbr only a portion ola floor. a Unit Lighting Powsr Allowance of 1.35 may be used tbr usable office floor arts and 0.80 yam per square . toot shall be used for the common areas . which may include elevator space_ lobby arca • . • and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the tire engine room. the Unit Lighting Powet. Allowan= is 1.0 warts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Pov. square foot. ••• Atria (atriums) ",; • Parking garages - Common area. corridors. lobbies (excect rras cert=urse) • 0.8 Toilet faces and washrooms • • 0.8 STA1E OF WASHINGTON DEPT. OF LABOR AND inloyPT for 10. For both Retail A and Retail B. light for tier-standing display. building showcase alumina ion and displ .119 urni 98 nation instail within two fen of the window are etempt. Retail A allows a Unit Lighting Power Allowance 0( 1,0 watts per square foo t. Ceiling m nted adjustable tungsten halogen and HID merchandise display iiiuminarics are ctempt. 5 " 1 9 .)F.rT ro C;(111.)E • /, ; - r Retail B allows a Unit Lighting Power Allowance et' 1.5 warts per squire tbot. including all-ceiling-mounted..m ' lay luminaries. 11. Provided that a tloor plan. inditzting rack Ices tion and height. is submitted. the square tbotage tbr a warehouse may be defined. tbr . computing the interior Unit Lighting Power Allowance. as the door arcs not covered by racks plus the vertical face arca (access side only) ot'thd racks. The height allowance defined in footnote 2 applies only to the floor arc not covered by racks. So. Spawn ISS crtroF NAR.1 PERMITdNT . , Prole= A I " .t.0 . Nt p,/,(..ign keku 7 K.J...4 1 L. °ifs The following Miami:don Is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. ' , • . . _ • • • • ' Applicability Code , - (circle one). Section Com caner* •• Information Re:aired • tib Locan or Plans Building Department ' Notes . LFGHT1N CONTR LS (Section 151 3) • , — ' • . no • n.a. 1513.1 Local controVaccess. Schedule with type. indicate locations •El...1, • no . n.a. 1513.2 . Area commis : ... Maximum limit per switch 1513.3 OavIloht zone control Schedule with type and features, indicate locations Wet no n.a. ventral gracing - Indicate vertical glazmo on plans A t fat no till) - overhead glazing Indicate overhead glazing on Mans yes no et 1513.4 pisolayiexhibisoecial Indicate seoarate controis ' 1513.5 Exterior shut-off • Schedule with type and features. indicate location • E.L.1„, no 6: ' (a).dmer wibacicuo • Indicate location . • no n.a. (h) photocell. • Indicate location Et..2./042, ' . • • 1513.6 Inter. auto'shut-off Indicate location yes no 1513.6.1 (a) occuo. sensors Schedule with type and locations )ves no 1513.6.2 (b) auto. switches Schedule with type and features (back-uo. override capability): . • , • - •,, ' Indicate size of zone on :Inns UGHTING WATTAGE (Sections 1520-22 or 153042) • . (1 no - Lighting Sum. Form Comoleted and attached. 14'-•t I I • Schedule with fixture types. I le t-1. I . - • . • lamps. ballasts, watts oar fixture I iS c--"Z I • ELECTaL8 MOTORS (Section 1511) Ives nt Elec motor efficiency MECH-MOT or Eauioment Schedule with ho. rpm. etficiencv I I .•' . . • • 1994 Washington State Nonresidential Energy Code Compliance Form ' Lighting Permit Plans Checklist LTG-CHK , . • "no is circled for any question, provide exp anation: • . • „ . .• . . • , • • , 1 •" .. • • • • ..• ••• •• RECEIVED CITY OF TUKWILA MAR 1 8 1 1998 PERMIT CENTER STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION •• APPROVED JAN 1 5 1998 SUBJECT TO CODE • AND FIELD INSPECTION • • . , - „. , • ' • • ,•• • . . 1994 • ashindtirriS anresi Lighting Permit Plans Checklist LTG-CHK Ies4 wallow Wee energy Cone Gamesome Penes Lighting - General Requirements 1513 Lighting Controls ; • ; 1513.1 Local Control and Accessibility: Each space. enclosed by walls or ceiling-height partitions, shall be provided with lighting controls located within that space. The lighting controls. whether *near more, shall be capable of turning off al Ights within the space. The controls shall be • • , readily accessible. at the point of entrilesit. to personnel occupying or • using the space. . Exceptions: The following Ighting cOntrols sn may be centralized in remota locations' 1..., Lighting controls for spaces which must be used as a whole. 2. Automatic controls. • . • 3. C.otttrols requiring trained apirators. 4. Controls for safety hazariLs and security. • • 15132 Area Controls: The maximum lighting power mat may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switchei retain their capablity to function independently. Circuit breakers may not be used as the sole means of swooning. . • . Exceptions: 1. Industrial or manufacturing Crocus areas, as may be required for production. • 2. Areas less than five percent of the building footprint for footprints over 100.000 tr. • 1513.3 Daylight Zone Control: Al dayighted zones, as defined in • Chapter 12. bath under overhead glaring and adjacent to vertical glazing. • shall be provided wrtri individual controls. or dayight- or occupant-sensing automatic cancels. which control the lights indepencent of general area • 15134 Display, Exhibition, and Specialty Lighting Controls: All disciay. exhibition, or speckeity lighting shall be controlled incipendently of , general area lighting. • 1513.5 Automatic Shut-o ff Controls, Exterior: Emenor lignting not intended for 24-hour continuous use shall be automatically switched by ergy. ode Comp 'mice orrn . *nee. pitatoce II. or a combinadon of timer and phased. AuterrIade time. • .. • switches shall also have program back-up capaltddes. which prevent the loss of program and time settings for at least 10 hours. if power is than 25.000 ft" and all school classrooms snail be equipped with separate 1513.11 Automatic Shut-Off Controls. Interior: Office buildings greater , automatic consols to shut off the ligndng during unoccupied hours. Automatic morals may be an occupancy sensor. time switch, or other device capable of automatically shutting off rghong. • Exception= • • -• • 1. - • Areas that must be cominuendly illuminated, or aturninated in a manner requiting manual operation of the lighting. 2. Emenjency lighting systems. . ' 3. Switching for industrai or insinufactrthig process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of • automatically turning off all the lights in an area, no more than 30 minutes after Me area has been vacated. • 1513.4.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable al being set for 7 diffatent day types per week and incorporate an automatic holiday *shut-off feature. which turns off all toads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back-up capabilities, which prevent.the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic made time switches shall incorporate an over-ride switching device which: a. is readily accessible:' • . is located so that a person using the device can see the lignes or nte areas co:trolled by the switon. or so that the area being illuminated is annum-rated: • C, is manually operated: • • • d. allows the lighting to remain on for no mare mart two hours when an avor-nds is inriatot: and . . e. • controls an area not exceeding 5.000 fr or 5 percent of • footonnt for toot:atm over 100.CC0 ft whichever is greater. RECEIVED CITY OF TUKWILA MAR 1 8 1998 • PERMIT CENTER STATE OF V DEPT OF LABOR AND INDUSTRIES • FAS PLAN REVIEW SEC SECT • APPROVED JAN I 5 1998 SUBJECT TO C( • AND FIELO INSit - 'KJ • Aera " • Allowance for other areas Frey -Moss Structures, Washington Energy Calcs Southcenter BP (63' -6" x 34' -9" Modular Store) xterinr T,igriting Summary, Size of Property 200' -0" x 250' -0" _ From Panel "C" Schedule Total Wattage for Yard Light = 1600 watts Backlit Spreader (4) = 2880 watts High Rise Sign = 2,122 watts I.D./Price Sign = 910 watts Signage = 1120 watts Total- 8632 watts Area of Canopy — (45' x 53.3') + (86.7' x 41') 2399 + 3555 From 1994 Washington Energy Code Book - Table 15 -1 -1.5 w /sq.ft. Therefore allowable = 5954 x 1.5 The canopy will have (20) lights @ 400 watts each The perimeter of the canopy, except edge over C -Store is 292 Ft. x 7.5 watt/linear feet Neon strip on canopy at 10 watt/ft. =151 ft. x 10 Summation as Follows Description Allowed Canopy 8931 Canopy Perimeter 2190 Other Area Lighting 7724 18845 watts 50,000 Sq. Ft. Less C -Store = -2207 Less Canopy = -5954 Less Car Wash = -3217 38,622 Sq. Ft. 80 15 = 38,622 x .2 w /SqFt. = 7724 watts = 5954 Cn Ft Proposed 8931 watts 8000 watts 2190 watts 1510 watts F WA., I G1TU$TRIES / DEPT. 01• LA5OP ANC) I Fpg PLAN SECT SPLAN PR a APPROVE ��wE c� 181' 2 watts JAN 1 1998 SUBJEC f TO COOL= AND FIELD INSPECTION CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER , , •-• ' . . •.„ . : • - . - • , = . ; '•••:-:: . • Power Exhaust with Downflow Economizers Only. End Panel View ..L....t,/,, *a e.ott , , • . : • • • . • • • .• •• • • l• • . . ' . • 1 , , • • , imensional , . ••• 0.0(2...e.ev■icAAit'? • 84 RECEIVED CITY OF TUKWILA MAR 18 1991 PERMIT CENTER . . . • 7-7: • •.'t; • , 777' i"!;''''.•::;,LL" • • • , • . • , -.• 1 4-j--29-1/2--61 Power Exhaust with Downflow Economizers-t0AlldrAA ie,IWAGioN • DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED JAN 1 5 1998 SUBJECT TO CODE AND FIELD INSPECTION Manual Outside Air Damper Field it. ' installed rain hood and screen 'shall r. provide up to'25% outside air Oversized Motors Field and factory installed oversized motors shall be for high staticc applications. utdoor Fans . . The outdoor fans shall be direct - drive, statically and dynamically balanced, draw through in the vertical discharge . position: :The fan motor(s) shall be , : - _permanently lubricated and have built- in thermal overload protection:' Y' Indoer Fan • .. 3 -5 ton units shall have a direct - drive;'FC centrifigal fan :Units over 5 tons - shall have belt driven, FC centrifugaI fans with adjustable motor sheaves Units over 'Ph tons shall ., tha an adjustable idler -arm assem- I' bly for quick- adjustment to fan belts and motor. sheaves. All motors shall be thermally protected. Oversized motors shall be available for high • static.: operations. .'_ w..�r.e:. ".'.... ontrols Unit shall be completely factory wired with necessary controls and contactor pressure lugs or terminal block for power wiring. Units shall provide an external location for mounting fused . disconnect device. Micro - processor controls shall be provided for all 24 : volt control functions. The resident control algorithms shall make all heating, cooling and/or ventilating ,:. decisions in response to electronic =:"signals from sensors measuring ' indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point and provides better building comfort. A centralized Micro- processor shall provide anti -short cycle timing and time delay between compressors to provide a higher level of machine protection. ccessories Roof Curb Downflow The roof curb shall be designed to mate with •" the downflow,u nit'and provide support and a watertight_installation when '. installed " property m The roof curb design shallallow field- fabricated rectangular: s /retum ductwork to be connected :directly to the curb. • Curb design shall,comply with NRCA : '`requirements: Curb :shall ship knocked 'down for field assembly'and include wood nailer;stnps`r a • e e her ie or factory installed. 'assembly includes . fully °modulating 0 -100 percent motor' and,;dampers, baromet- ric relief, minimum position setting, preset linkage; wiiring harness with ;:. :plug and fixed dry bulb control. Solid state enthalpy en- thalpy control shall be a factory- supplied, field - installed accessory. The factory- installed `economizer arrives in the shipping position and .:shall be moved to operating position by the ,installing contractor. Economizer - Horizontal —This accessory shall be field- installed only. The horizontal economizer shall contain the same features as the downflow economizer with the exception of barometric relief. Remote Potentiometer—The minimum position setting of econo- mizer shall be adjusted with this accessory. . . Powered Exhaust — The powered exhaust for 6% - 25 ton downflow units shall assist the barometric relief damper in the economizer in relieving building pressurization. Motorized Outside Air Dampers -- Manually set outdoor air dampers shall provide up to 50 percent outside air. Once set, outdoor air dampers shall open to set position when indoor fan starts. The damper shall close to the full closed position when indoor fan shuts down. This option shall be available for the 614 -25 ton models. CITY OF so MAR 1 8 1998 PERMIT CENTER "sd -a`vf Low Static Drive—Field installed low static drive option shall allow,the standard motor to operate at lower; static performance. (See Fan ,Perfor- mance tables:) High Static Drive Field installed ? high static drive option shall allow the standard motor to operate with, . . improved external static capabilities. (See Fan Performance tables.) Coil Guards — Coil guards shall be field - installed for condenser coil T ' protection on the 3 -71/2 ton units. Insulation Kit — Field installed on 3 71 ton horizontal units to prevent high humidity condensation forming on Y; :, bottom of unit'when mounted on a downflow curb. ' Control Options Trane Communication Interface (TCI) — Shall be provided to interface with the Trane Integrated. Comfort systems. Zone Sensors—Shall be provided to interface with the Micro equipped _ Voyagers and shall be available in either manual, automatic program- mable with night setback, with system malfunction lights or remote sensor options. Conventional Thermostat Interface (CTI) — This field - installed circuit board shall provide interface with electro -me au om a IC0r T 110 INDUSTRIES FA S PLA`REv i E p ECTION JAN 15 1998 SUBJECT TO CODE AND FIELD INSPECTION . ttal.f.4;;I■f4„,t...!e.1;.11, ... : 4. ; I WAI,..; " Pd'i'• tirlit:'4 04 ' "?... ''' ' 4 ' ' Model No. ' -... 0,.,;.50- _, ..-, .4. .. - • .., .r. "t4'.'.".-1.4`.4 1.1,;',',7tti?P'.4-?P:17.V.,...1111 - .:,. - • • -. , ,, 11 ,.......4.. ,.,11 y 01‘,., .,... • .. .i:i!... ....,. • .." ,;.,,:, ,,, iii •- 938/95671;1 +4, -4• YC*180B/YC*181C YC*210C/YC*211C 20 YC*240B/YC*241C 25 !z7: YC*300B/YC*301C' *Indicates both downflow and horizontal units. - . , , • . •;.• • '..• • • If • o' !fr4:A : il'. t . D CENTER OF GRAVITY RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER 88 • ' e • . maximum weignts,,(LbsY,a Corner Weights . (Los)'‘ , i';,.: 1 - , ;:_1....,0_ • .'cl-V,.74..3;.;;Ceritei Gra'v'ity Shipping , .N B :8 Length tt, , 621/651 i“; :7;;;L, 116/124...138/151 37/36_14t69,N,9 639/672 ;.1:: 59/168 ; 123/131 ;i1;.;.142/153 37/37 19/2O 659/713 :15: 219/230 163I176 126/137i 36/38 SP 20/2N 756/757 FF:,. 92/199 144/151 176/177 39/40 421/21 ,, ' , , :;,;:,:,: . .YC*090C/YC44:106C';;;; . ';i4:1,:':., 7 6 ' 8 " 2ig s "' ".46mg9Fi., .'".41 ;::' '.,' '.".' : S.' : . ',' '•::!',.',,.`,;',__''' — - ..;!....,...;. :: '' i % ,,,,,.. -:‘,. • , — • .793/777:: `.::;":,..; 262/246 ',,, .:.151/151 '''-,.,' 1U/180 :'.„-.,,_ -,'; 7 21/21 - . - 2; -::.'• ‘'..q, iZTriift;:t:::‘•?si• ' ".i.',..;, Single ComPre,ssor3,;,‘;'. c. ;r6 1 4, i ,. : 44-, , , , ..,,R .4. ,-, , ,.,..,,, ; , , ,,, :n .,......,,,..,...... ,... ,..... : ,. : .,., ,,,,,, „.„*„.,,.,, ,.,..,..■;„ :. 0.,. ii, ,....4. .... i,....•:...::.. .. ..F.AF.,.:-. -.;!,..,-,--',',4'•,;',..""+":•';'1-icNI4ti'''''-"` ' n(e,grAitc0,1.ei. , ;ilk. , ,, , ,, , ,,;; , , , ,1 - .4i,....'.. , ...-: , .,.. , .. ,,, ,i , ...1.1.4,0. , ,i;;;-'-'-'-'.... , •■• , '...-.....4 , ;.... ,,,, .0;; , -.4. - 4 , 4..litii:;;Avw - • - 4 . .....,- • • . - - ..1' , .0i5i:.:',7;!:. )1 9! , 9 90 PIY.c . ..*PP.1P.... ,. Vi1044/1057.; - 855/869nzas ;-208/14 051/156 19/200 7/37 2/0 .1- 2 .,,, -....9 :_,.1...,.;: ^02'.: ),-. Dual CoihPressariYi&":....N_. 'N S'Exin- 4__pro.IF--..44.....4,46,...4,....k....::.,4;:;., ..,i,...,., i...:...... ,..■:71.' ,...-.."31 k .0 s ',, .-kria- 329/395 244/326 223/280 Y *120 *120C x .414:1546/11914 1247/984 *I* 425/334 :ic^ .7-. 215/171 -,7- N • 276/227 ,- • , 25/20' '70'41 : Fi5231104 Vrt_ .B16 1 :,,-...-.kt r 391 n. 266 351J 46 1599/1915 ',_;',:faltf_A 342/383 234/271 294/370 : 42/45 ;126/30 1906/2476 L' 535/693 387/507 259/345 357/472 45/52 1987/2547 9/2088 553/701 - 415/538 279/369 ' 372/480 46/53 29/35 -' 2415/2645 „.!... , 656/751 503/568 352/373 459/494 • 53/53 2525/2650 701/755 . 537/569 376/373 491/495 53/53 c STA I LiION DEPT. OF LABOR AND INDUSTRIE FAS PLAN REVIEW SECTION APPROVED • • JAN 1 5 1998 SUBJECT TO CODE AND FIELD INSPECTION • RE : Tosco Building — T-1513 AND FIELD INSPECTION 'Tukwila, WA . • STATE OF WASHINGTON DEPT. OF LABOR AND. INDUST FAS PLAN REVIEW SECTIO APPROVED The additional weight of the W' dense glass gold board for the Dryvit, win not be enough weight to require ii change in the base channels or the footing sizes, due to conservative means of footing and steel design the first time. The necessary calcs are attached. Please advise us of any future concerns ?0 'd 1801 ROCKDALE IND BLVD MYERS GA 3 NI 770.483.7543 IA 770.483.637 www,litsy own cwo • RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER 8Z:91 f1H1, 86-9Z-8a1 These drawings and ail inform— ation hereon ore of a confidential nature and remain the property of Frey —Ma.. Structures. Ina (FMS). My use or reproduction of thee* drawings for my purpose. except by written permission of Frey —Move Structures Me. Is strictly prohibited. FREY -,MOSS STRUCTURES TOSCO . NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SILT. 1 OF 17 DATE 2 -20 -98 CALC. BY H.M. RECEIVED FEB.2 3 199 ROOF LIVE ' LOAD = 25 PSF ROOF DEAD LOAD = 12 PSF WIND LOAD = 22.6 PSF FLOOR LIVE ' LOAD ' = 100 PSF FLOOR DEAD LOAD = 30 PSF SEISMIC ZONE 3 A36 STRUCTURAL STEEL STEEL DECK Fy = 50 KSI TUBE STEEL ASTM A -500 GRADE B Fy = 46 KSI EXPIRES r) -1L -q RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER REFERENCES: MANUAL OF STEEL CONSTRUCTION AISC 1989 SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL MEMBERS - AISI 1994 EDITION OF THE UNIFORM BUILDING CODE .............>++« m. wrrri: hTr:v�.•zas:x�w.s r rhea' drawings and oil inform— ation haven are of a confidential nature and remain the property of Frey -Me.. Structure., Ina (FMS). My ues or reproduction of these drawings for any purpose. except by written permission of Frey—Mon Structures, Inc. Is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 2 OF 17 DATE 2 -20 -98 CALC. BY H.M. ROOF DECK CALCULATION LOADING CONDITION = DL + LL + SL + 1/2 WL SNOW DRIFT LOAD = 62 # /FT ® 1.5' FROM SCREEN TL = 40 PSF MAX. SPAN = 4' =0" WITH THREE SPAN MIN.. 1.33. (40) = 53.2 # /ft (16" PANEL) WORSE CASE LOADING = 53.2 + 62 = 115.2 # /FT —Mmax = w 1 = 115.2 (4.0! = 184 ft# 10 10 f = 184 (12) = 7135 PSI OK .31in USE 20 GA. ROOF DECK SEE SHEET Al FOR PROPERTIES ROOF PURLINS CALCULATION TL = 40 PSF P (FROM HVAC) = 0.3 kips P = 62 x 4 = 248 Ibs = .25 kips MAX. SPAN = 12' -0 PURLIN SPACING 4' -0" O.C. MAX R1 = 1.5 kips Mmax = 50 in —k 5' -0" MAX 1' -4" R, w = 4.0 (40) = 160 #/ft R2 = 1.22 kips f b = 50 = 16.67 PSI OK USE C5 x 6,7 3.0 in R, = 1.5 kips USE 3/16" WELD AT TOP AND BOTTOM OF C5 2.78 X 1.75 X 2 > .89 kips OK 12' -0" 3' -0 " 4' -O" P r' RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER R2 These drawings and all Inform— • ation hereon aro of a confidential nature and 'amain the property of Frey-Mose Structures. Inc. IFMS). My use or reproduction of these timings far any purpose. except by written permission af Frey—Moss Structures. Me. Is strictly prohibited. FREY-MOSS STRUCTURES TOSCO NORTHWEST 34'-9” X 63 MODULAR BUILDING JOB NO. T-15BT SHT. 3 OF 17 DATE 2-20-98 • CALC. BY H.M. USE C5 X 6.7 f b = 7.7 ksi ATTACH TO COLUMN W/2) 1/2" A307 BOLTS 2.0 X END 'ROOF BEAM CALCULATION BEAM CARRIES 4'-7.5" MAX w = 4.625 (40 IR 1 =0.75 kips R 2 = 2.02 kips ax = 23.2 in—kips R 1 9 3/4" R 2 9'-9 3/4* r w R. 12'-3" 9'-9 3/4" 9'-9 3/4* R 3 = 185 #/ft R = 2.04 kips • R2 2.0 > 2.5 kips R • _RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER • These drawings and all Inform- ation hereon are of a confidential nature and remain the property of Frey -Nose Structures. Ina. (FMS). My use or reproduction of these drawings for any purpose. except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 4 OF 17 DATE 2 -20 -98 CALC. BY H.M. cri 42" FRONT TRUSS CALCULATION 3' -8.25" \\\\\.\\////// R ,. 4' -1.25 kl = 42 = 54 r .778 '4' -0" 4' -0" 3' -0" 3' -0" F 18 ksi 3' -2" TRUSS CARRIES MAX 6' -0" w = 40 X 6 = 222 # / ft TOP & BOTTOM CHORD R1 = R2 = 5.88 kips Mmax = 84.2 ft —k 4.3 X 3 X 1/4 Ix = 1270 in' kl = 58.0 = 64.2 f = 84.2(12)(21)/1270 = 16.7 ksi < 17.1 ksi o.k. MAX. DEFLECTION = 0.93 in. < L / 240 = 2.62" DIAGONAL BRACING MAX COMPRESSION = 0 421/2 X21/2X3/16 TENSION MEMBER MAX AREA REQ'D = 12.4 / 21.6 = 0.57 VERTICALS BRACING • MAX COMPRESSION = 6.3 kips 4 2 1/2 X 2 1/2 X 3/16 A= .902 i n P = 0.902 X 18 = 16.2 kips > 6.3 kips O.K. 3' -2" 4' -0" ' -3.7 L44 in r= 0.592 in F = 17.1 ksi MAX TENSION = .12.4 kips A = .902 in r = 0.778 in in 2 < 0.902 in r = 0.778 in 2 3'- 10.75" O.K. RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER • 'I P. .u, n.»aff4 +w.,..*.tr mm« nrov. e+ v.x,.,.«................+ e,rv..r.., .... ... lh..e drawings and all inform— ation hereon ore of a confidential nature and wain the property of Frey —Mow. Structures. Inc. (FMS). My uN or reproduction of th..* drawings for any purpose, except by written p.rml..lon of Fry —Mo.e Structures, lea. b strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -158T SHT. 5 OF 17 DATE 2 -20 -98 CALC. BY H.M. 3' -8.25" 25" TRUSS CALCULATION 4 2 X 2 X 1/4 4 -3.75 4' -0" 4' -O" 4' -0" 46X31/2 4 -0" 4' -1.2 2 3'- 10.75" TRUSS CARRIES MAX 6' -0" w = 37 X 6 = 222 # / ft Mmax = 0.240(53)2/8 = 84.3 ft —kips R1 = R2 = 5.88 kips TOP AND BOTTOM CHORD TOP & BOTTOM CHORD 46 X 3 1/2 X 1/2 A = 4.5 in r= 0.972 in (BR -2 (BR -2) Ix . = 1225.7 in ' MAX COMPRESSION f = 84.3(12)(12.5)/1225.7 = 10.3 ksi kl = 54.0 = 69.9 f a = 16.43 ksi > 10.3 ksi o.k. r2 DIAGONAL AND VERTICAL BRACING Vmax = 240(53)/2 = 6,36. kips BR-1 4 2 X 2 X 1/4 fmax ( IN BR -1) = 6.36(54/25) / 0.928 = 14.8 ksi < 23.8 ksi o.k. RECEIVED BR- 2 4._ 2X2X 1/4 fmax ( IN BR -2) = 6.36/0.938 = 6.7 ksi KL /r = (1.0)(2.1)(12)/0.391 = 64.5 fa = 17.4 ksi > 6.7 ksi o.k. CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER r ltriee drawings and all Inform— ation hereon ore of a confidential nature and remain the property of Frey -Moan Structure% Inc. (fin!). My use or reproduction of these drawings for any purpose. tempt by written permIalon of Frey —Nose Structures, Ina Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 6 OF . 17 DATE 2 -20 -98 CALC. BY H.M. FLOOR PURLIN CALCULATION LOAD CASE 1 ( UNIFORM LL) `DL = 30 PSF MAX. SPAN = 11' -10" LL = 100 PSF (11.83 / 2) .65 k /ft . = 3.85 kips max = _65 (11.83) = 11.4 ft -kips 8 = 11.4 (12) = 17.48 KSI OK 7.81 in' LOAD CASE 2 (. CONCENTRATED LL) P = 3000 lb (UBC 1604.3) 30 (5') = 150 # /ft R = R TL = 130 PSF w = 130 X 5' = 650 # /ft = (11.83 / 2) .15 + 3/2 = 2.39kips Mmax = . 15 (11.83) + 3(11.83)= 11.49 ft —kips 8 4 close to 11.4 ft —kips USE W8 x 10 USE 3/16" WELD TO TOP & BOTTOM OF FLOOR BEAM 1 0" (LC -2) 4 X 2.78 > 3.85 OK RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER ii. +vmwYi'1' V'+�'1lFC!!5M Yi iVIIM4t!O UVriOna. nnuYrMMY1 [§11PATI9kIP.cILY:M1My✓..rn.r+n w..w.h.+w.:r »H.4+vow, . The.s drawings and all Inform- ation hereon are of a confIdentlal nature and rern.ln the property of Frey -Moo Sbustur.., Inc. (FMS). My use or reproduction of the.e drawings for any papaw, euwpt by written permIwlan of. Froy -Moe. Structure., Ina. M strictly prohibited. FLOOR END BEAM CALCULATION LOAD CASE 1 ( UNIFORM LL) DL( FROM SHEET ROCK) = 20 # /ft DL = 30 PSF LL= FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' --9" X 63' -0" MODULAR BUILDI G 100 PSF TL = 130 PSF MAX. SPAN = 11' -10" 130: X 2.5' + .20 = 345 # /ft _ (11.83 / 2) .345 k /ft = 2.05 kips Mmax = .345 (11.83) = 6.04 ft —kips 8 6.04 (12) = 11.9 KSI OK 6.08 in' LOAD CASE 2 ( CONCENTRATED LL ) P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF DL( FROM SHEET ROCK) = 20 # /ft w = 30 (2.5') +20 = 95 # /ft R , = R = (11.83/ 2) .095 + 3/2 = 2.06 kips Mmax = .095 (11.83) + 3(11.83)= 10.5 ft —kips 8 4 fb = 10.5(12)/6.08 = 20.72 ksi OK USE C7 X 9.8 USE 3/16" WELD TO TOP & BOTTOM OF FLOOR BEAM CITY OFETUKWILA MAR 1 8 1998 PERMIT CENTER TRY C7 X9.8 DEPT OF LABOR AND IP DU FAS PLAN REVIEW SECTION APPROVED MAR 0 9 1998 AND , IELD Ii4:3NEC rION JOB NO. T -15BT SHT. 7 OF 17 2-16-98-1_ R irALtY 11+x. IMF DI FEB 2 7 1998 11 -10" l' (LC -1) 11' -10" [ 4 X 2.78 > 3.85 OK R, R2 (LC -2) ncp1R _ --t Those drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Nose Structures, Inc. (FMS). My use or reproduction of these drawings for any pwpoee, except by written permission of Frey —Move Structures, Inc. Is strictly prohbited. PREY -MOSS STRUCTURES JOB NO. T -15BT TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING SHT. 8 OF 17 DATE 2 -20 -98 CALC. BY H.M. FLOOR CONCRETE AND METAL DECK CALCULATION FLOOR DECK 3 1/2" CONC. ON METAL DECK, TRY 22 GA. METAL DECK FLOOR MOMENT INERTIA & ALLOWABLE MOMENT CALCULATIONS: TALE 3 ft WIDE STRIP FOR ANALYSIS, LOCATE FLOOR NEUTRAL AXIS. ASSUME METAL ELASTIC MODULUS Es = 30000 ksi CONCRETE ELASTIC MODULUS Ec = 3000 ksi MODULUS RATIO n = Es / Ec = 30000/3000 = 10 DECK MOMENT INERTIA Ip = 0.133in'4 (SEE SH. A3) TRANSFORMED DECK MOMENT INERTIA Ip = 0.133(10) = 1.33 in ^ 4 TRANSFORMED DECK MOMENT INERTIA ABOUT FLOOR NEUTRAL AXIS Is= 1.33 in ^ 4 + 10 (1.593 in " —C- 0.772 CONCRETE ABOUT FLOOR NEUTRAL AXIS Ic = 36'(C)' 3/3 Is = Ic OBTAIN C = 1.4 in FLOOR MOMENT INERTIA I = 2 Ic = 2(36')(1.4')3/3 = 65.8 in ASSUME CONCRETE COMPRESSIVE STRENGTH = 990 psi ALLOWABLE MOMENT THAT FLOOR IS ABLE TO RESIST M = 0.99(65.8)1(1.4 x 12) = 3.88 ft —kips NEUTRAL AXIS CONCRETE STEEL F —DECK RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER a...,.n... _.w. � ,...nxnavA..rwnn.�....+..... Thies drawings and all inform— ation hereon are of a confidential nature and remain the property of Frey -Maim Structures, Ina. (FMS). My use or reproduction of thew drawings or any purpose, except by written permission of F n ray —Mo Structures, Ina is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 9 OF 17 DATE 2 -20 -98 CALC. BY H.M. FLOOR ACTUAL MOMENT CALCULATIONS: TAKE THREE SPAN CONDITION LOAD CASE 1 DL = 30 PSF MAX. SPAN .= 5" ( UNIFORM LL) LL = 100 PSF +M = 0.73 ft —kips < 3.88 ft —kips o.k. M = 0.98 ft-kips < 3.88 ft —kips o.k. = 130 X 3' = 390 # /ft LOAD CASE 2 ( CONCENTRATED LL ) P . = 3000 lb (UBC 1604.3) TL = DL = 30 PSF w = 30 (2.5') = 75 # /ft +M = 1.73 ft —kips < 3.88 ft —kips o.k. -M = 3.17 ft —kips < 3.88 ft —kips o.k. USE 22 GA. F- DECK W/ 3 1/2" THICK CONCRETE FOR FLOOR R P rw 5' 5' P IR I tR (LC -2) 5' RECEIVED CITY OF TUKWILA MAR 1 8 19y1 PERMIT CENTER .row ��. .__�_._. • +NJ .tri0.k w.nMrxrMP.: row.. +.�+.........r....�.�...._.. Those drawings and oil Infarrn— atIon hereon are of a confidential nature and remain the property of Frey -+Mss. Structures, Inc. (P1S). My use or reproduction of th.se fig. for sly propose, except by written p.rmI..lan of Fray —Mo.e Structures. Inc. Is strictly prohibited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING FLOOR BEAM CALCULATION LOAD CASE 1 ( UNIFORM LL) OL( FROM SHEET ROCK) = 20 # /ft DL = 30 PSF LL = 100 PSF MAX. SPAN = 13' -3" w = 130 Mmax = 0 .80 (13.3) = 17.6 ft -kips 8 b = 17.6 (12) = 9.9 KSI OK 21.5 in' LOAD CASE 2 (. CONCENTRATED LL ) DL( FROM SHEET ROCK) = 20 # /ft P = 3000 lb (UBC 1604.3) TL = DL = 30 PSF w = 30 (6') + 20 = 200 # /ft Mmax = .20 (13.3) + 3(13.3)= 14.4 ft —kips 8 4 fb = 14.4(12)/21.5 = 8.04 ksi OK USE C12 X 20.7 DEPT. OF LABOR AND INDUSTR' =S TL = 130 PSF FAS PLAN REVIEW SECTION APPROVED X6' +20 =800 # / TRY C12 X 20.7 13' -3" (CASE 1) 13' -3" I f (CASE 2) JOB NO. T -156T SHT. 10 OF 17 DATE 2 -26 -98 CALC. BY H.M. RECEIVEC FEB 2 7 1998 MAR 0 9 1998 ... AND FIELD INSPECTION 1 f RECEIVED ITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER IFM9144.1test>. WkIIVS 1NbAMaY^NtnrVNUK 114..e drawings and all Inform— ation hereon are of a confidential nature and wain the proprty of Frey —Mose Slructuree, Inc. (FMS). My use or reproduction of these drawings for any purpose, except by written permission of Frey —Moss Structures, let Is strictly prahblted. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 11 OF 17 DATE 2 -20 -98 CALC. BY H.M. WIND ANALYSIS MPH WIND FOR CALCULATIONS WL = 22.6 psf =,22.6 (4.88 + 1) = 133 # /ft 22.6 (4.88) = 107 # /ft PANEL 16" X 20 GA. W= 22.6(1.33)= 30 # /ft M = w 1 = 30 (10) 2 = 375 ft—lbs. 8 8 = 375 (12) = 10,914 PSI OK .31 (1,33) EARTHQUAKE ANALYSIS ROOF LOAD SNOW + DL = 34.75 (12) = 417 # /ft ZONE 3 Z = 0.3 I = 1.0 • K= 1.0 C = 2.75 Cp = 0.75 V = ZICW /Rw = (.3) (1) (2.75) (417) / (6) = 57 # /ft F = ZIC = (. 3) (1) (.75) (417) = 94 # /ft WIND LOAD 133 # /ft USE WIND ANALYSIS FOR DESIGN RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER x11.0P . .c. okl.YS.r,,:rnes..�u.�u Thin drawings and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Moe. Structure., Inc. (FMS). My use or reproduction of these drawings far any purpose, except by written pannlselon of Frey —Moss Structures, Inc. Is strictly prahbltsd. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING ROOF DIAPHRAGM RIB COMPRESSION MAX. SPAN = 5' -0" FOR 20 GA.' ROOF DECK KL = 5.75 (12) = 96 Fa = 15,620 PSI r .72 1424# = 202 PS! OK 1.33 (14.7) '(.036) DIAPHRAGM ACTION ADEQUATE FOR FULL LENGTH OF BLDG. IF NECESSARY. ROOF DIAPHRAGM ANCHORAGE UPLIFT ANALYSIS: ASSUME ROOF UPLIFT = 30(0.7) = 21 lb/ ft"2 UPLIFT FORCE PER PANEL = 1.33(52.5)(21) = 1466 lb MIN. NUMBERS OF #14 SCREW REQUIRED = 1466(0.75)/110 = 9.99 CHOOSE 10 BENDING ANALYSIS: SHEARmax = 300(41.5)/2 = 6.23 kips COMBINED INERTIA Ix = 1.97[(15 X 12)2](2) + 0.036(30 X 12)3/12= 268000 in STATIC MOM. OF BEAM = 1.97(15 X 12) = 355 in"'3 SHEAR FLOW = 6230(355)/268000 = 8.25 # /in #14 SCREW REQ'D = 8.25(16 ")(0.75) /362 = 0.27 CHOOSE 1 USE .10) #14 SCREWS PER 16" PANEL WIND UPLIFT WIND FORCE I I --ROOF BEAM. C5 X 6,7 JOB NO. T -158T SHT. 12 OF 17 DATE 2 -20 -98 CALC. BY H.M. ROOF DECK # 14 SCREW RECEIVED CITY OF TUKWILA MAR 1 9 1998 PERMIT CENTER Thew drawings and all knfann— otlon hereon are of a confidential nature and remain the property of Fray -Mess Structures, Ina (FMS). Any use or reproduction of throes drawings for any purpose, except by written permission of Frey -Moss Structure., Inc. Is strictly prel bltrod FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 13 OF 17 DATE 2 -20 -98 CALC. BY H.M. LATERAL ANALYSIS TOTAL LOAD = 10.75' x 63' x 22.6 PSF /2 = 7650 LBS FORCE ON SHEAR WALL PER FOOT = 7650/32 = 239 lbs < 242 lbs USE MIN. 32' -0" SHEAR WALL ON EACH BUILDING END FOR LATERAL RESISTANCE. SEE SHEET A -2 FOR SHEAR WALL DESIGN COLUMN CALCULATION THE COLUMNS ARE CONNECTED TO THE ROOF FRAMING AND FLOOR FRAMING AT BOTH ENDS AND ARE MODELED AS FIXED CONNECTIONS 2 —TS 3 X 3 X 3/16 A = 2.02 S = 1.73 r = 1.13 K = 1.2 (10) (12) = 127.43 1.13 FOR TWO COLUMNS MAX.. P = 22.75 KIPS f = 22.75 / 2.02 (2) = 5,63 KSI f / Fa = 5.63 /9.19 = .613 OK COLUMN LOCATIONS N B e n a a MP B C a a a a 63' • TS 3 X 3 X 3/16 COLUMN a TS 3 X 3 X 14 GA. COLUMN Fa = 9.19 KSI O RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER • _.. _.�.�.............+«wrei Wtb4' 4MkY. h:' lYhhVN. 11. 57�rNtt�N9 '.W.WAfNRkYtCMlY421V11L�Q1 Then drawings and all Inform— ation Meson ore of a confidential nature and remain the property of Frey -Nees Structure., Inc. (MS). My use or reproduction of these drawings for any pumas., accept by written permission of Frey -Mo.. Structures, Ina Is strictly prohibited FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -156T SHT. 14 OF 17 DATE 2 -20 -98 CALC. BY H.M. WELD PLATE DESIGN THE WIND FORCE TRANSFERRED BY SHEAR WALLS TO FOUNDATIONS WIND IN TRANSVERSE DIRECTION: THE TOTAL WIND FORCE = 1530 lbs 4 FOOTINGS CONNECTED TO EACH SHEAR :WALLS. SHEAR FORCE ON EACH FOOTING = 15300/2/4 = 1.91 kips ( GOVERN) WIND IN LONGITUDINAL DIRECTION: THE TOTAL WIND FORCE = 8170 lbs 3 FOOTING CONNECTED TO FRONT WALL SHEAR FORCE ON EACH FOOTING = 8170/2 /3 = 1.36 kips USE 3/16" WELD CONNECTS FLOOR CHANNEL TO WELD PLATE 2.78 X 6 > 1.91 k OK TRY 1/2"0 ROD FOR WELD PLATE ANCHORAGE ALLOWABLE SHEAR IN 1/2"0 ROD = 2 kips > 1.91 kips SHEAR FORCE ALLOWABLE IN WELD = .5 x 3.14 x 2.7 (FOR 3/16" WELD) = 4.24 kips USE 1/2 "0 ROD WITH 3/16" WELD ALL THE WAY AROUND FOR WELD PLATE ANCHOR RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER Tine.. drawings and 41 Inform— ation harem are of a confidential nature and remain the property of Frey —Moe. Structure., Inc. (FMS). My use or reproduction of thew drawings for any purpose. except by written permission of Fray —Moss Stnfoteres, Inc. Is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. 15 OF 17 DATE 2 -20 -98 CALC. BY H.M. OVERTURN ANALYSIS 15.3 kips t WIND UPLIFT 32' -10" OT MOMENT BY WIND = 15.3 X 5.5 + 0.3(22.6 #/f(2)(32.83)(62.83)(32.83/2) = 314 ft —kips RESISTING DL MOMENT. = 42 (32.83) (62.83) (32.83/2) = 1422 ft —kips (2/3) (1422) = 948 ft —kips > 314 ft —kips O.K. 1 COLUMN AND WALL UPLIFT ANALYSIS IN FRONT OF BUILDING OT MOMENT BY WIND = 15.3 X 5.5 + 0.3(22.6 #/f(2)(32.83)(62.83)(32.83/2) = - 314 ft —kips ROOF DEAD LOAD RESISTING MOMENT = 12(32.83)(63) (32.83)/2 = 407 ft —kips 407 ft —kips > 314 ft —kips THERE IS NO UPLIFT FORCE ACTING ON WALL AND COLUMNS IN FRONT OF BUILDING. RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER Thaw drawings and all inform- ation hereon are of a confidential nature and remain the property of Frey; Moae,Structure■, Ina. (FMS). My use or reproduction of these d►esinye for any purpose. suospt by written psrmleslon of Frey -Moen Structures, Ina Is strictly prohibited. ROOF LOADS ON COLUMNS N i cn CV 11.8 k 11.8 k 0.9 k 0.9 k 0 FREY -MOSS STRUCTURES TOSCO NORTHWEST RR 34' -9" X 63' -0" MODULAR BU LD1N ■ 8 11.8 k 13.6 k ■ 8 • isit ■1.8 k ° 1.8k 3 z 2 5.9 k ROOF LOADS & FLOOR LOADS ON FOUNDATIONS 21.3 k I 18.3 k 1.8 k a 1.8 k 1 k 1.8 k a 1.8 1.1 ■ k - 5.8 k 11.3 k 11.3k 11.3k 11.3 k 10.8 k 6.0 k - - -E- -- p- - ❑- --E- - - -� 1 11 21.3 - - 18.3k - - 18.3k - 18.3k - 18.3k El- 5.8 k 15.4 k 9.5 k 63' I 63' 5.9 k 1.8 k 18.3 k 18.3 k 18.3 k 1I © ❑ __ ©_ = � 1 131.9 k I I o - - -� 9.5 k 15.3 k 10.8 k 5.8 k .'4: GIVVII16 1211FFIV T=0rr.✓{T1.xrs....^, FA..mwn....,w +....e« .iw.vww.su,.,. .......... - 31.9 k 11 qJa.ak II JOB NO. T -15BT SHT. 16 OF w_17 CORP \€ - 98 CALC. BY H.M FEB 2 7 1998 0 0.9 k R CEIVED CITY F TUKWILA 1.8 k MAR 1 8 191' P IT CENTER 1.8 k 1.8 k [1:18.0 k �11 OF WASHINGTO DEFT OF LA BOR AND INDUS - RTES FAS PLAN REVIEW SECTION • APPROVED MAR 0 9 1998 AND FIELD INSPECTION 0 ` ti sS'O ECG 2z0 THE LOAD ON A FOOTING = LOAD FROM COLUMN (SHOWN ON ABOVE SKETCH) - + 20 # /ft SHEET ROCK WEIGHT ALONG PERIMETER X TRIBUTARY LENGTH @ THE FOOTING + FLOOR TRIBUTARY AREA @ THE FOOTING X ( 45 # /ft"'2 FLL + 100 # /fr2 FDL ) These drawings and all lnfarm— atlon hereon are of a confidential nature and mein the property of Frey- Mese,Strycturee, Mo. (FMS). My use or npreduotlon of them divines Mr eny purpose, apt by written permission of Frey —Mane Sbuabwee, Inc. Is strictly prohibited. MIN FOUNDATION SIZES P.S* lit Al iwfN+t'< Y.' 1GY14. YgF+.fr•nar..w...ww...wsed...r4 Mr3■771.usw r.ar.n.w...wv. +..�.wti......,... FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING 2'�2 _ 25 _ ' o X –2.5' 25'25' 2.5' X 25' 2.5' 2.5' 2'P 2' 1 I.._l �J 11 1 4' X14' 3.2.5 ' 3.25' 3.25'X3.25' 11 2,5'X25' r_E -_ ❑ ; === p = = = =� 3.25 X 3.25 3.25 X 3.25 , 4.5j r 4.5' 1 3.25'X3.25' 3.25'X3.25' _ ❑ © _= p = = p = = 3.25' X 3.25' 3.25 X 3.25' 63' RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER 11 4.5' 2'X2' 3'X3' 2.5'X2.5' 2.5'X2.5' 3 X3' 2.5 X2.5' JOB NO. T -158T SHT.17 OF 17 DATE 2 -26 -98 CALC R ECE IV :.....� FEB 2 7 1998 M T2.5' X 2.5' 12.5' X 2.5' ASSUME THE ALLOWABLE SOIL PRESSURE IS . 2 kips /ft" 2 THE SECTION AREA OF FOOTING = (THE LOAD ON THE FOOTING + FOOTING SELF WEIGHT )/ 2 kips /fC2 ALL FOOTING REQUIRED 1' -6" MIN DEEP. #4 BAR REINFORCEMENT EACH WAY © 12 ". t xPi tt s :l 6.110 - ?� I STATE OF WASHI L ON DEPT. OF LABOR AND INDUSTRIES FAF PLAT! REVIEW SECTION A1'r1FAO'.'PD MAP. 0 9 1998 i AND FIELD INSPECTION A Y AY AY I .50 2.75 1.38 3.78 .01 .99 2.982 2.95 8.80 - -- 3.0 1.5 4.5 6.75 2.25 15.928 .018 .29 .01 - -- 2.938 1.469 4.32 6.34 2.12 .803 2.920 2.34 6.84 - -- .312 2.782 .86 2.41 - -- 24.471 16.64 34.93 4.38 A Y AY AY I .50 2.75 1.38 3.78 .01 .99 2.982 2.95 8.80 - -- 3.0 1.5 4.5 6.75 2.25 1.812 .018 .03 - -- - -- 2.938 1.469 4.32 6.34 2.12 .803 2.920 2.34 6.84 - -- .312 2.782 .86 2.41 - -- 10.355 16.64 34.93 4.38 MMFH�.rM� Thee drawings and all inform- ation hereon are of a confidential nature and remain the property of Frey -Moe. Structure., Inc. (FMS). Any use or reproduction of the.e drawings for any purpose, except by written permission of Frey -Moss Structures. Inc. h strictly prahbited. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. Al OF 17 DATE 2 -99-988 CALC. BY H.M. MEMBERS 1 20 GA. ROOF DECK 2 3 4 5 6 7 TOTALS POSITIVE BENDING w/t - .99/.036 = 27.5 < 31.2 T = 16.64/24.71 = .680 C= 3- .680 = 2.320 I = 4.38 + 34.93 - 24.71(.680) 2 = 27.995 x t = 27.995 x .036 = 1.008 in S = 1.008/2.320 S= .43 in Fy = 50,000 PSI Fb = 30,000 PSI t= .036 in NEGATIVE BENDING w/t = 15.928/.036 = 442 AISI 2.31 171/fr 171/131i = 31.2 • AISI 2.31 b = 5 0.3 2 x.036 = 1.812 Y = 16.38/10.355 = 1.58 = C I = 4.38 + 34.93 - 10.355 (1.58) I = 13.45 x t = ' 13.45 x .036 I = .48 in S = .48/1.58 S = .31 in RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER m:.mWY ]P4W ''11,A.A N if.Y:nOVW. wM.NNY.f.M` w. w�.. rw. �w. u. u... an. rrw.. lht.. 1. �wMn4w ..r...wn....�•........Y....... . Than drawing. and all Inform— ation hereon are of a confidential nature and remain the property of Frey —Move Structure., Ina. (FMS). My uss or reproduction of them drawings far any purpose, except by written permission of Frey —Mo.e Structures, Inc. is strictly prohibited. PREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO. T -15BT SHT. A2 OF 17 DATE 2 -20 -98 CALC. BY H.M. TYPICAL 20 GA. STEEL PANEL ANALYSIS Fy. = 40 KSI t = .036 in 16 � a MAX. SHEAR PER FOOT = .563 (12 in) (.036) = 243 # /FT SHEAR WALL FASTENERS DESIGN FOR 240 # /ft #14 S.M. SCREW (MINOR DIAMETER = .18 in VALUE IN SHEAR rr (.187) (10,000)(1.33)/4 = 365 # SPACING = 362 (12 in /ft) /240 # /ft = 18.1 in. (3.4.1) SHEAR STRESS IN WEBS h/t = 16/.036 = 444 547/133 = 95 95 < 444 Fv = 83.200/(444) = .422 KSI V = .422 x 1.33 (INCREASE FOR WIND) .563 USE #14 S.M. SCREWS AT 18" CENTERS MIN. IN PANEL RIBS AND COLUMNS USE 2) #14 S.M. SCREWS OR 1) #14 AND 1) #1503K HILTI PIN AT TOP AND BOTTOM OF PANELS RECEIVED CITY OF TUKWILA . MAR 1 8 1998 PERMIT CENTER Thew droeinqs and al • inform— ation .hereon ars of a confidential nature and remain the property of Frey -lloea Structures, Inc. (FMS). My UN or reproduction of them drawings for any purpose. owoopt by written permission of Frey—Moss Striatum inn is strictly prohbitsd. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO: T -158T SHT. A3 CF 17 DATE 2 -20 -98 CALC. BY H.M. 'SECTION PROPERTIES TABLE F -DECK FOR FLOOR RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER 22 GAGE 20 GAGE 18 GAGE 16 GAGE DESIGN THICKNESS .0299 .0359 .0478 .0598 NIGHT — ptd. 1.6 1.9 2.6 3.2 HEIGHT — gdv. 1.7 2.0 2.7 3.3 I in' .133 .170 .246 .316 5, in .136 .167 .231 .294 I w in' .158 .189 .252 .316 S in . .147 .178 .238 .298 Thew droeinqs and al • inform— ation .hereon ars of a confidential nature and remain the property of Frey -lloea Structures, Inc. (FMS). My UN or reproduction of them drawings for any purpose. owoopt by written permission of Frey—Moss Striatum inn is strictly prohbitsd. FREY -MOSS STRUCTURES TOSCO NORTHWEST 34' -9" X 63' -0" MODULAR BUILDING JOB NO: T -158T SHT. A3 CF 17 DATE 2 -20 -98 CALC. BY H.M. 'SECTION PROPERTIES TABLE F -DECK FOR FLOOR RECEIVED CITY OF TUKWILA MAR 1 81998 PERMIT CENTER • • • , ' • •• • ”, • . ' •••••;'' , • • ... ' • . , • • . , - . ...., , -1-ItTE 01- vikSHINGTON • ' • ' .'e OF LABOR r.ND INDUSTRIES •. . • . ,-,...;,;. fq,S ru-,N REVIEW SECIION . •;•: JAN 1 5 1998 FACTORY MUTUAL RESEARCH CORFORATION SPECIFICATIONS TESTED PER ASTM E-84 (91a) FIRE TEST RESULTS CORE DENSITY 2.4 lb/fe (38.4 kg/ma HUSSIMIA11111 . • • 1 , • , • • • .„ • • RECEIVED . • CITY OF TUKWILA MAR 1 8 1998 PERMIT 'CENTER ; • eral ' ' 1.1 Walk -in coolers and freezers shall be prefabri- cated, precision formed, of modular design and construction. Walk -ins are designed for easy field assembly with provisions for relocation or future enlargement. Construction shall be as approved by the National Sanitation Foundation, standard number seven. Panel Construction 2.1 Each panel shall consist of interior and exteri- or metal pans, precision formed on steel dies and roll form equipment, then checked thoroughly for close tolerances and uniformity. Rigid type ure- thane insulation shall be foamed -in -place between the metal pans which are coated with an adhesive to ensure a positive bond with the urethane insu- lation. A. Foam Perimeter Panel edges shall be "foamed -in- place" tongue and groove design with a flexible vinyl gasket also "foamed -in- place" on both the interior and exterior of each panel. This gasket shall be NSF approved and impervious to grease, oil, stains, and mildew. B. High Density Perimeter Panels The panel edges shall be precisely mold- ed 10 lbs. Density lb/ft urethane foam. These panels can be 4" or 5 1/2" thick utilizing the tongue and groove design, with a flexible vinyl gasket for an air tight seal. The gasket is NSF approved and impervious to grease, oil, stains, and mildew. Insulation 3.1 Each panel shall be completely filled with rigid "foamed -in- place" urethane, 3 1/2 ", 4 ", and 5 1/2" thick. The urethane shall have a thermal conduc- tivity (K factor) of 0.120 BTU per hour (Square Foot) (degree Fahrenheit per inch), and a coeffi- cient of heat transfer (U Factor) of not more than .030. The "R" Factor shall be 8.33 per inch thick - ness. Insulation shall be 97% closed cell to pre- vent moisture absorption and a comprehensive strengtn :t yield point of 35 lbs. per square inch. 3.2 All panels contain UL 723 (ASTME-84) Insula- tion with flame spread rating of 25 and a smoke rat- ing of 200. Panels are available. with Factory Mutu- .al Research,,.CorPoration (FM)ajsting With .a. rating Of 15 flame spread and a smoke density of 425. Finish 4.1 Panels are available in the following standard metal finishes: 26 gauge bare embossed Galvanized, 26 gauge white embossed galvanized steel (other finishes available upon request, consult factory). Panel Fasteners 5.1 Walk -in panels shall be assembled with cam - action fastening devices which are permanently anchored in the rigid urethane insulation. Addition- al anchoring is not required. These devices are acti- vated by a hex wrench provided by the manufactur- er. Access ports to the fastening devices shall be located on the interior to allow assembly of the Walk -in from the inside, for close placement of the Walk -in panels to existing obstructions. The access port shall be covered by press -fit plug buttons. Hinged Walk -In Door and Door Panel 6.1 The door shall be a flush mounted infitting type. The door finish shall match the walk -in for which it is provided (unless otherwise specified) and shall have a 4" of "foamed -in- place" urethane insulation. 6.2 A thermoplastic gasket, with a magnetic core, shall be mounted on the inner edge of the door, across the top and along both sides to assure a positive seal. The bottom edge. of the door shall have an adjustable wiper gasket, which is easy to replace and impervious to oil, water and sunlight. 6.7 Heater wires shall be provided around the perimeter of freezer door jambs. 6.11 The door panel shall carry the listing of the Underwriters Laboratories. Pressure Relief Port 7.1 A pressure relief port is required for all freezers to relieve positive and negative pressures caused by sudden temperature changes due to product loading, defrost cycles and door openings. This relief port shall be provided with a heating element to prevent moisture accumulation and frost build -up (115/60/1 service is required for the heater.) Installation Instructions 8.1 A complete set of installation instruc- tions and a floor plan (panel layout) shall be included with the Walk-ln.These instructions shall cover the assembly and erection of the Walk-in, ®' • YOUR #1 SOURCE FOR WALK -INS Architectural pecirications FOR MORE INFORMATION Contact: blfr O E k c.ok , pElL Otx-- °2.3 UPS S . :3 -i HussmTnpp Go, pprstion Walk -Iri Plant 101 Smothers Road Montgomery, AL 36117 - _� 1,- 80Q_8.Z9 :2683__' ._ ._--- Phone (334) 215-`'0] „ ,: ; ;. Fax (334) 215 -0510 Sunder: "Sa �-1 t -., 9a.'0 P.O. Box 459 1801 Rockdale Industrial Blvd. Conyers, GA. 30207 (770) 483 -7543 Fax: (770) 860-1693 FAX TRANSMISSION COVER SHEET • STATE OF WASHINGTON �novn U IE3 FAS PLAN REVIEW SECTION APPROVED D ater. '-•' O % 8 To b )&-pz'. ov. (j 5b s& l us'caa t -- o Rt•-•'■ RC. ' So z N C..104-CC I BS' � -&r cRx�.. / "'r 1 Styr T'v L L 6 lot- A • . • • . • • tO YOU SHOULD RECEIVE 9 PAGE(S),1N'CLUDri TG MS COVER SHEET. IF' • YOU DO NOT RECEIVE ALL 'rHE PAGES, PLEASE CALL 770- 433 -7543. • R rOCzt ,a, c'6-: A-s R ?%J e (APN• LL S"'t S't To o Lt . A 1,411 L, tf.• 'C ti • • • {} • AECEOLED CITY QF TUKWILA • 't4A t8 ,1998 :Pt ., CENTER i "' 92:9t a3M 86 -II -833 • • • • da250/Gtof Application Diagrams and Installation Procedures Buyilne 1752 General Guidelines: ens-Glass Gold' panels may be applied diiectly to :nutrient/taming as a single ply backingfor a variety of anew su rfacing or cladding materials, !tf m v.riar sbealbing applications, Deist-Glens Gold isouitable jbr use uatb finish numerical; up to Q mouths grin -place moisture or u ruttier saponify. ■ Since Dens - Glast Cold gypsum sheathing panels are strong in bah directions r • E ktei�ior Finish Systems Nieith ' t'Insulation (EIFS) . ''DenO - Glass Goad gypsum s heathing is an idea substr for t., .. adhesive or mechanical application of expanded ; ' ' •',. ''polystyrene CEPS) or extnided polystyrene insulation in . EIPS applications, and is recommended for' i 1 climate o1iss_ • ;; : . . :. . ''.. ' I IF' 11•1'1 if t 114 , 't ' ,,••' ';; • ' • they may he installed either ironically °, horizontally. &td Joints, if "querns( should he qrs l; folntr should f h snugly and flask fog Instated arnund all cpenIngs. U DP145-GL4S5 GOLD MUST BE INSTALLED YELLOW SIDE Man OUT. ■ Dens -Gan Gold must be installed according to the guidelines detailed In (1) diets brochure, CA) applicable code reentremena, and (3) applicable detuilr found in the (*stuns Association publication GA -253. • h1 cn 0 N O o Ft' y' �i ct r • u- G.e_ L .. • 0 s L'1 4 RECEIVED CITY OF TUKWILA MAR 1 8 1g1t PERK, CENTRP co rn rn SC:9( a 81-11 -831 EC 'd Dens - Glass® Gold is the Preferred Substrate for use with Exterior Insulation Finishing Systems (EIFS) "We recognize G-P Dens -Glass Gold to be the best exterior gypsum substrate in the industry for use with Exterior Insulation Finish Systems. Sto has a tong history of association with Georgia - Pacific and the board Is ideal for application with our system." Buck Buchanan Vice President, Marketing Sto Corp, "Dens -Glass Gold is the preferred substrate to the standard paper faced exterior gypsum sheathings for Dryvit's Outsulation System." Steven J. Collins Marketing Manager, Commercial ,malt Systems, Inc. Dens -Glass Gold Benefits for EIFS ■ THE NEST WARRANTY COVERAGE IN THE INDUSTRY; A 6 MONTH EXPOSURE WARRANTY AND A 10 YEAR LIMITED SUBSTRATE WARRANTY FOR ETFS. STATE OF WASH NGTON DEPT. OF LABOR ANC INDUSTRIES FAS PLAN REVIEW SECTION APPFC'1:F ) MAR 0 9 'n98 E. AND Iii �:. CfION • SUPERIOR DIMENSIONAL STABILITY OVER CONVENTIONAL GYP- SUM SHEATHING: DENS -GLASS GOLD IS EXTREMELY RESISTANT '10 RIPPLING, BUCKLING AND SAGGING, EVEN UNDER HUMID CONDITIONS; PROVIDING A FLAT, EVEN SUBSTRATE FOR EIFS. ■ THE GLASS MATS PENETRATE INTO THE PANEL TO MAKE AN INTEGRATED UNIT THAT OFFERS SUPERB STRENGTH AND AN EXCELLENT BONDING SURFACE FOR THE EIFS. ■ AN EXEMPLARY TRACK RECORD TO MATCH THE QUALITY OF DENS -GLASS GOLD, WITH OVER 100,000,000 SQ. FT. INSTALLED. ■ SUPERIOR FIRE AND MOISTURE RESISTANCE OVER OTHER EIFS SUBSTRATES. RECEIVED CITY OF TUKWILA MAR 1 8 1998 ENS LiErP f. OF LABOR AND INDUS F1 ES FAS PLAN REVIEW SECTION APPROVED MAR 0 9 1998 AND FIELD lo1.3PECTION Pnperface Product Comparison \Dens Dens - Glass® Gold panels vs. -Glass® Gypsum Sheathing 1/2" Dens -mass• Gold Sheathing Properrics Thickness, Nominal Inches Width, Nominal Length Standard Weight, Ibs./M sq..ft., Nominal Surfacing Racking Strength, lbs./ft (dry) (Ultimate —not design value) Flexural Strength, parallel, lbs. (4' weak direction) Humidified Deflection, inches Surface 'Water Absorption, grams' Permcance (perms)' "R" Value Flame Spread Combustible core mat 1/2" 4' t 1/8" A', 9', 10' t 1/4 1900 Inorganic glass fiber that 617 80' 2/8" .84 35 .56 0 no no 1/2" Reguhr Gypsum Sheathing 1/2" 4'± 1/8" 8', 9', 10' t 1/4 Approx. 1850 Paper 540' 40' 10/8" 1.6 40 .45 15 no yes 5/9 Den3Glass• Gold l'l tsmp•, Type X 5/8" 4' ± 1/8" 8', 9', 10' *1/4 2500 Inorganic glass fiber mat 711 100' 1/8" .73 35(est) .67 0 no no 5/r Gypsum Shoat ing, Type X 5/8" 4' ±1/8" 8', 9', 10' t 1/4 Approx. 2400 Paper 654' 50 5/10 1,6' 32 .56 15 no yes Palent es. 4,647,476; 4,877,1731 4,810,569, • 5,155,805 and 5,220.762; oilier paienla pending. t.0 'd NoTE specified vat c a f o t DensGlass Gold sheathing are defined in As rM e l i r, ail rear paper paced sheathing are defined in ASTM C.79. Comparative values are bred on testa Con ducted in accordancr with ASTM G473 and ASTM rs72. Z. Gypsum As ociation-GA.232 2. Minimum requirements for ASTM C-79 standard speeincatlou 3. Maximum requirements for A.STM C.79 sundard specification 4. Tested ie accordance whh ASTM C.79 S. Tested in accordance with ASTM 0355 (dry cup mrrhod) 6. Tested In accordance with ASTM C.518 (heat now meter) 7. Minimum requirements for AS174 C.1177 statism speclncaunn Dena -Glass Gold has been epeciflcally designed w meet or exceed ASTM C•3177 and C.79. DcnsGlass Gold 9c:9t G3M. a-11-611 Building Code Compliance ICBO *430$ SACCI & l,SI 9323 110cM90.19 N.Y. City MEA 244 -88.M National Research Count arftE ED CCMC. 12064 -R OF T KWII A Wisconsin DINL.900065 -S Metropolitan Dade County tun 0.0 Los Angeles RA- 25008 PERMI.L NTEt- IL • :' 1 Fastener Fastener Length "' ' "' Description ' — Applications -- ir2' • Tick . • S1a'. Thick III r 1' • 1 -1/4" 1=1/4' , e, Bugle head fine thrcail, rust resistant, drill point dry wall crew (Type 5•12) Dens-Glass" Gold to heavy steel pup (12 In 22 gauge) ' . Bugle head (Inc thread, sharp point rust resistant dry wall sc?cw (Type S) Dens -Glass' Gold to light gauge metal framing or ft,ning 1.1/4' . 14/2" Bugle bead rust resistant coarse thread sharp point screw (Type W) w Dens-Glass' Gold to wood framing 1-1/4". I -1/4' Waferhead, rust resistant screws, Type S-12 drill or hi -lo Dens -Ghee Gold heavy or light gauge metal, wood respectfully 1-1/2" . •1 -3 ' Hot, dip' 11'gauggce, gid+nnized, 7/16' head ml equivalent Dens•Glass• Geld to wood framing •I • ;, 5 1• i ;5 . 1. • SO 'd Thtcimes,, in. 1/2 1/2 ' 5/8 5/8 5/8 Board Orientati on Vertical Horizontal Vertical Horizontal Vertical a, mo 16 Fastener Chart' '. Stud Szcing, in O.C. 16 • U 1" or ) -1/4" minitiunn !6 Type S or 5-12 wafer or bugle head self - tapping cono- '„ Sion - res 'l istant screw' ri both „1 /2” and 5/8" sheathing. Space scre:*s a maximum of 8" , t on center around the perimeter and in the field of the board. Fasteners must be irtstalle flush with the surface (dc) not countersink). 65 70 85 96 STATE OF DEPT. OF LABOR , AND I NDU O STRIES FAS PLAN REVIEW SECTION APPROVED MAR 0 9 1998 .1 AND FIELD INSPECTION , •.. ; ''' • , ; ' . , , t' '•.• T o'n n et the rackin She strength specified in the product comparison chart on page ' . ' , 4 use 11 -gauge 7/16" head galvanized nails or equivalent. These nails should be a i' 4 , • minimum 1 -1/2" Iong for 1/2" Dens -GIass Gold panels and l -3/4' long for 5/8" panels. . • . • ' , Space the nails a maximum of 4" on center around the perimeter and 8" on center in the field of the bciard. •Space perimeter nails 8" o.c, when racking shear strength e, , i , , . . , Is not. required, ' t Negative Uniform Lateral Loads ('wind -load) ASTM E330* (Bugle bead screws, 8" o.a) *T PI Report #89-047 Maximum Load, PSP 24 69 24 )6 'Irrst.tllsttion n coinmendations from other manufacturers regarding Dery -Glass Cold sheathing should be in accordance with the Instructions let this brochure. Georgia- Pacific is not responsible or liable for Dens -Glass Gold applications not installed in accordance with these instructions. For further instructions, see Gypsum Association Publication GA-253. 2:91 Oal S6- 11 -81d RECEIVED CITY OF TUKWILA MAR 18 19si? RMIT GEN'itf-t 41111.•ra■ +,.-....>.wmaert FEB -09 -1930 16:56 CARPENTER 1 /70 388 048 P.02 /03 • •.•�, •...._ uoaCONre1�1: *AnoN MOM) INSIOI SAM MANAGIR INSULATION DIVISION =INTIM W AWA 303 STATE OF WASHINGTON 41 " 4i �'� 0" DEPT. OF LABOR AND INDUSTRIES "a 3110.0041 fix FAS PLAN REVIEW SECTION �., APPROVED Technical Data. I MAR 0 9 1998 Property Density pct (k Factor) Maximum Service Temperature long-term Intermittent Oxygen Index Oie>,Insional Stability 'R' Pleans rsiVancr to heat flow. Plc high r the 'R' toluc, lho snwkr Uir insulatlq Muer, 90 'd OF Units ASTIIA Test , .._..' -' )E CA RP AND FIELD INSPECTION Typical Physical, Properties of Carpenter EPS Insulation. E s) M T E R 01622 0.75 1.0 1.25 1 5 2 0 T4entIs1 ConOuctietty at 40F BTU / hr. C511 0.28 0.24 0.23 022 0,21 at 758 (eq R..1(F/in.( 0.30 0.25 0 024 0.23 Thermal Resistance al 40F et 1' -- 3.6 4.17 4.3 4.55 4,78 (R Value' 111 TN thickness 3.3 385 392 4.17 4.35 . bonier Properties CempressIve 10% Deformation psi 01621 5-9 1014 13 -18 15-21 25-33 Flexural psi C203 10-11 25.30 32.38 40.50 55.75 Tensile Ps: D1623 14.18 18.20 17.21 18.22 23-27 Shear psi 0732 11.13 19.22 23.25 26.32 3337 Sheer Modulus psi -- 190.230 280.320 370.410 460-500 800.640 Modulus of Elasticity psi - 110.150 150.220 250310 320.360 480.500 Moisture Resistants WWVT perm. in. 695mR,y 1.9.3.9 12.3,0 1.1.2.6 0.5.2.5 0.5.15 Absorption (vol.1 % C272 4 4,0 c 3,6 c 10 a 3.0 c 2.0 Capillarity -- -- none none none none none Coefficient of Thermal E paesice in. / (in) (F) 0596 0.000039 0.000035 0.000035 0 000035 0 000035 •� 167 167 167 187 167 100 180 180 180 180 02883 30.4 30.4 30.4 30.4 30.4 96 02128 max, max. max. max max. Change IPror.04f1 20 2.0 2.0 20 2.0 Carpencar Co. Insulation DivitiOn RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER 5014 Morwmont Avenu• Richmond, VA 23230 Phone 804 / 359 -0800 Toll•frta 800 / 288.3836 F.x 8C4 / 359.5943 8Z:91 03M 86- 11 -S3d FEB- 09 -199B 16:56 CARPENTER Carpenter EPS. CRrpent a EPS insulation as manufactured by Carpenter Co. is a modified expanded polystyrene. Carpenter EPS is produced from state+of- the -art equipment by the industry's innovator in technolo- gy. Carpenter EPS is a rigid, foamed plastic with resilient dosed cells molded in a range of densities, sizes and profilers to meet your application and spec - ification requirements. Carpenter insutatitig products provide all of the characteristics required fan long -term perfortllance— permanent R value, inherent water resistance and excellent physical strength and dimensional stability. The need for greater energy-efficiency in buildings today and the need for lower cost construction has made Carpex ter EPS the logical insulation for building design. Carpenter EPS provides a high R value at a comparatively low cost, arid, therefore, is the insulation of choice for: *Panel Core *Cavity Wall Insulation * Roo: Insulation • Non•Struchual Sheathing *Perimeter Insulation • T G Sheathing Advantages. • Wall Systems *Plaster /'Drywall Base * Exterior Insulation * Masonry Fill insulation *Cold Storage insulation *Carpenter Styrofoil° Shea thing •Low material lied installation costs • Available in a wide range of sizes *Can be obtained in various densities • Easy to handle and apply * Simple to cut and shape with comsxlon tools * Provides an excellent surface for laminate base *Excellent bond with drywall and non - solvent type adhesives *Clean, odorless, nonirritating to skin *Restricts moisture penetration uCaes -ses LO 'd DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED MAR 0 9 1998 SUk3 ., f l u wUE 770 38 0048 P. 03/03 AND FIELD INSPECTION Characteristics. •Low thermal conductivity *Reflective white color •Effective over wide temperature range ' High strength to weight ratio •Will not twist or warp under normal use •Uraffectedby vibration , eNott•dusting •Resistant to most acids and aikatis * Does not support bacterial growth Code Compliance. Carpenter's EPS can be manufactured to meet ASTM specification 0578 -91; Types XI, 1, Vitt, 11 or IX. When ordering matetiaL please be specific as to which ASTM type product is necessary. Certain systems are Factory Mutual Approved and are eligible to be UT. Classified. Carpenter's EPS complies with the flanunability requirements of BOCA, ICSO and S19CC1 building codes. Please contact your Carpenter representative for details • Warranty and Remedy Inftrmati•a. Carpenter Co warrants it will replace without charge any Carpentie product Mat u not atarrinantabie because of defects In materials or we:1wrahip. Noticeot a claim coder this warranty mint be given promptly in waning, in no cam later Meal 4 days 'her the defeat beoomes known n the purdiaser. THIS EXPRESS WARRANTY 15 IN MOW ALL OTHER WARRANTYr $, EXPRESS OR IMPLIED. INCLUDING ANY IMPLIED WARRANTY OP MIR. CHANTASILITY OR FITNESS FOR A PARTIC. /LMI PURPOSE. THE REMEDY OF REPLACEMENT IS THE SOLE mca EXCLUSIVE RIME. DY ARISING PROM THE EAU Or CARPENTER'S PRODUCTS. IN NO CASE Wn.L CARPENTER 8i LIAIfLE FOR INCIDENTAL OR COHSE. QUENTIAL LOSS OR DAMAGF, iecludinS without limitation, damage to other property, loss of prattle. low of juodwilf , or other economic loss whether such Incidental or consequential tom or dam's. is claimed on account oI breach of watnttty, bn;,tch of cgnhicb negenee. said tuba'. ty to ton. many other legal tbeery. X5 $0. 0 POR RESALE AA1 ALL 3UIECTTOTNtse .NDALI.o ONO Attr t7t t1MLY CONDrttONED UPON ACCEPTANCE Of THESE T A5 Wambt jl EPS foam u narnanabl.. Modified EPS like most plastic foams is flammable Pc not expose EPS to open mimeo, other direct at indirect fish temperature ignition source. rude 0 burninj operations, wilding, tannins clgarlltes, space heaters or naked II$ba. When burning, EPS wen consume oily jen, nlgNing &rent hat and anoia and potentially roai; gases Much w arbon monoxide and carbon dioxide:. Ins ail only in strict compliance with SOCA. MO or SBCCI codas fmhna to comply with }� may Imam that nob of fin and result in personal mltIIY 1R' 1 U ( LA dmoke. fl a le ames wow C ITY MAR 1 8 1998 PERMIT CENTER 8Z , 91 Q3M 86- t1 -83.d ' • , -::- [11.25 x 6.875] + [16.5 x 6.875] +1[110 x 3.93] + [2.25 x 3.5] = .: 242 ft`.7. 34 .+ 11344 +' • ..,. , ....,, , . ;.:::-....z.'44323 + 8 ...:, - --;;•:.-- --:.`',.(-:':."...:' ''''.. ' 77. 7 .6 ' ',..'' t . ....::'..... -....-. -: 2 • .• - . '-''''''-''''''''''-' Glass Door [Customer Entrance] .Fit.3e. . ... - . , : •..,: . ,,..,.,.' ,.. ,,A.....,,•: ' . : : : :. .).• 11. [ Ref. DDoor . Schedule'Shf.:E2] • . •., .: , ' . . • .., .• . . . .... 7.0 X 6 0 = - : :. .= .......... , ... 42 ft - .:1.:-....,,,.. Door [Opaque] -7- ....,...,,....,,.. ... ::.:. ,. • .;.„ _Y._ "..". ... • : [Ref Door Schedule Sht:E2] .:-..::: • ••• : • • , ague Wall [Total] Drpiit] : • 1895 — 242 — 42 — Less (4) ACM corners (1'-6" x l'-6") each ACM area — (9.75 x 12) = , Opaque Wall 1 & 2 [Left Elevation & Remainder] With Dryvit = 1591-117 = RECEIVED CITY OF TUKWILA MAR 1 8 1 988 PERMIT CENTER- 117 ft • . 1474 ft LU 0 4 2 016 4 118 I. (n6 (z • ' 7'■'` '• ( Pt Fi L-9 31P ;'; . :.1;°.i * • • 1895 ft '' .°24 trio 2 tnr, rliatier N211998 EXPIRES 31 1.5741171111 • Geotechnical Engineering Exploration and Analysis GILES CNGINEERING (9SSOCIATES, INC. Dcile-0376 rouncia-Hosi Southcenter BP 16200 West Valley Highway Tukwila, Washington Prepared for: • Roger 011enburg and Associates Bellevue, Washington March 4, 1997 Project No. 6G-9702009 • Dallas, TX • Los Angeles, CA • Madison, WI • Milwaukee, WI • Seattle, WA • Washington, D.C. March 4, 1997 GILES ENGINEERING HSSOCIATES, INC. GEOTECHNICAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANTS Roger 011enburg and Associates: 515 -116th Avenue NE, Suite 202 Bellevue, Washington 98004 Dear Mr. 011enburg: Mr. Roger 011enburg Geotechnical Engineering Exploration and Analysis Southcenter BP 16200 West Valley Highway Tukwila, Washington Project No. 6G- 9702009 In accordance with your request and authorization, Giles Engineering Associates, Inc. (Giles) has conducted a Geotechnical Engineering Exploration and Analysis for the above- referenced project. The conclusions and recommendations developed from the analysis are discussed in detail in the accompanying report. We appreciate the opportunity to have been of service on this project. If there are any questions or if we may be of further service, please do not hesitate to call at any time. Respectfully submitted, GILES ENGINEERING ASSOCIATES, INC. 6, John E. Zipper, P.E. Regional Manager 19019 36th Avenue West • Suite G • Lynnwood, WA 98036 206/771.5775 • Fax 206/771 -5557 • E -Mail seattle ®gilesengr.com :�E•Z, 1 :iA S�. , s ph A '0 Z •n -n c1,: , c4. O iS \''TEg Gti `' I EXPIRES 1 / 24 / F TABLE OF CONTENTS GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS EXECUTIVE SUMMARY .............. .. SCOPE OF SERVICES ....... . ....... . SITE AND PROJECT DESCRIPTION .. .. SUBSURFACE CONDITIONS ........ ...... .... . CONCLUSIONS AND RECOMMENDATIONS 5.1 Site Preparation Recommendations 5.2 Structural Fill 8 5.3 Utility Trenching and Backfilling 11 5.4 Temporary andrermanent Slopes 13 5.5 Foundation Design Parameters 14 5.5.1 Shallow Foundations 14 5.5.2 Augercast Pile Foundations 14 5.6 Floor Slab and Canopy Slab -on -Grade Design Parameter* 17 5.7 Drainage Considerations 17 5.8 Underground Storage Tanks 18 5.9 Pavement Design Parameters 19 6.0 Conclusion 20 APPENDICES - Appendix A- General Comments - Appendix B- Figures - Appendix C -Field Procedures and Exploration Logs - Appendix D- Laboratory Testing and Classification © Giles Engineering Associates, Inc. 1997 PROPOSED SOUTHCENTER BP FACILITY 16200 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON PROJECT NO. 6G-9702009 1.0 EXECUTIVE SUMMARY The following is a brief summary outline of the geotechnical conclusions and recommendations contained in this report. This summary should be read in complete context with the accompanying report for proper interpretation. Subsurface Conditions GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS Site Preparation Recommendations PROPOSED SOUTHCENTER BP 16200 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON PROJECT NO. 6G- 9702009 • The subsurface exploration program consisted of completing five hollow -stem auger borings which extended to depths of 14 to 34 feet. Explorations typically encountered variable depths of asphalt surfacing and crushed rock base. Underlying soils in borings B -1, B -2, B -4 and B -5 consisted of loose, silty fine sand and soft to medium stiff silt. Several of these borings encountered very loose to loose, saturated sand below a depth of 9 to 10 feet. Boring B -3 encountered a substantial thickness of probable fill soils, extending to up to 29 feet in depth. The probable fill consisted of sand and silt with scattered wood debris and apparent buried trees or branches. Underlying soils consisted of firm, fine sandy silt. • Groundwater was encountered at the time of drilling, at depths varying from 8 to 16 feet. Mottling of soils indicates that groundwater levels may fluctuate to higher levels. • In areas where existing grass and sod are present, removal of organic rich soil from areas to be developed will be necessary. Average stripping depths of about 9 inches are anticipated during dry site conditions. • Apparent uncontrolled deposits of variable quality fill have been placed over the entire site. Because of its loose relative density, it is recommended that the upper 1 to 2 feet of material be reworked and compacted as structural fill. • Structural fill should be compacted to at least 90 percent of modified Proctor maximum dry density. Fill in the top 1 foot of pavement/slab subgrades should be compacted to 95 percent of this value. Place fill in lifts of not more than 8 inches loose thickness, at moisture content within 2 percent of optimum, and compact uniformly with suitable equipment. figa is�r ��.` ��� ,. ;Sl .S +ssk �i53rnarrs�c Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 2 Excavations • Utility excavations will likely encounter silty sand and silt of variable density. Trenches should meet sloping and shoring requirements of all applicable ordinances. Perched groundwater seepage may be encountered in excavations and could be removed with filtered sump pumps. • Temporary cut slopes in loose granular soils and soft native silt should not exceed an inclination of 1.5H:1V (Horizontal:Vertical). Flatter angles may be necessary where variable conditions are encountered. Permanent cut and fill slopes should not exceed 2H:1 V. • Fill placed on pre- existing slopes should be keyed and benched into at least a firm native subgrade. Building and Canopy Foundations Building Floor Slab and Canopy Slab -on -Grade Conventional, shallow spread footings for the convenience store should be designed for 2,000 psf maximum, net, allowable soil bearing capacity if the foundations are supported on a minimum of 2 feet of properly compacted structural fill. • Isolated canopy foundations at a depth of 5'/2 feet below finished grade should be designed for 1,000 psf maximum, net allowable soil bearing capacity. The footings should be supported on a minimum of 2 feet of compacted structural fill. • Carwash foundations should consist of augercast piles extended through existing fill. A pile depth of 35 feet is recommended, based on conditions in boring B -3. A working capacity of 20 tons is recommended for 12 -inch diameter augercast piles. • It is recommended the fill below the building and canopy foundations be compacted to at least 90 percent of the modified Proctor maximum. • Perimeter subsurface drains should be provided around foundations if interior moisture is a concern. • Building floor slabs could consist of a 4 -inch (minimum) conventional slab -on -grade while canopy slabs -on -grade should be at least 6 inches thick, both of which should be underlain by a 6 -inch granular base course and 6 -mil polyvinyl moisture barrier. Floor subgrade should consist of a minimum of 2 feet of structural fill soils compacted to at least 90 percent of the modified Proctor maximum dry density. • A pile - supported structural slab is recommended for the carwash structure in order to minimize differential settlement. Alternatively, a slab -on -grade is anticipated to settle up to several inches due to consolidation of existing fill soils. gaff" ' tSh :ki.t;lc % +OR Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 3 Pavements • A new heavy -duty pavement section consisting of a minimum 3'/2 -inch thick asphaltic concrete surface over an 6 -inch thick aggregate base course, depending on traffic volume, is considered adequate. Compact the upper 1 foot of pavement subgrade to at least 95 percent of modified Proctor maximum dry density prior to paving. Areas where compaction cannot be achieved may require overexcavation and . replacement and/or geotextile reinforcement. 2.0 SCOPE OF SERVICES .vu+s..�Fww a A et xnes+a +.� "mrmmrtsys n Meer The authorized scope of services performed by Giles Engineering Associates, Inc. (Giles) for this project included a visual site reconnaissance, subsurface exploration consisting of five hollow- stem auger borings, laboratory testing, geotechnical engineering analyses, and preparation of this report. Work was performed as described in Giles proposal number 6GP- 961112. Giles' work was authorized by Mr. Roger 011enburg of Roger 011enburg and Associates, including modification to the approved scope of work as described in Giles' memorandum dated February 14, 1997. The purpose of this study was to establish general subsurface conditions from which conclusions and recommendations regarding foundation design and earthwork construction could be formulated. Giles' scope of services did not include the collection or screening of soil or water samples for contamination by hazardous or dangerous materials. This report has been prepared in accordance with generally accepted geotechnical design practice and has been prepared for the exclusive use of Tukwila Station L.L.C., Roger 011enburg and Associates, and their agents for specific application to this project. The recommendations contained herein are based in part on preliminary project information provided to date to Giles which included a preliminary site layout. The Site and Exploration Plan (Figure 1) is included in Appendix B of this report. It is recommended that final design drawings and specifications be reviewed by Giles to verify that the recommendation contained in this report have been incorporated into the design. 3.0 SITE AND PROJECT DESCRIPTION The site is located at 16200 West Valley Highway in Tukwila, Washington. The parcel covers an area of approximately two acres. The parcel was formerly occupied by Andy's Diner. Site topography is relatively flat across much of the site, with ground surface elevations of 23 to 25 feet. A closed depression near the southeast property corner has a bottom elevation of about 16 feet, with side slopes extending onto the south portion of the subject property; c,e Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 4 4.0 SUBSURFACE CONDITIONS Soil Conditions Groundwater Conditions ':1 ^'194.• LYati Based on the preliminary development plan provided to Giles, it is anticipated that development will include construction of six fueling islands with canopy covers, a 52 by 44 foot convenience store building with a storage room, bathroom and vending machines, and two underground storage tanks. A carwash building would be located along the south side of the site, with roughly a 30 by 100 feet plan dimension. It is understood that finish grades of the structures would vary from about 25 to 27 feet. The site conditions were evaluated for this study on February 15, 1997. Surface, subsurface, and groundwater conditions are discussed below. The subsurface explorations performed for this study consisted of five hollow -stem auger borings. The approximate boring locations are indicated on the Site and Exploration Plan (Figure 1) enclosed in Appendix B. The subsurface conditions described below have been simplified for ease of report interpretation. Copies of the boring logs and field procedures are enclosed in Appendix C and should be consulted for a more detailed description of the conditions encountered. Laboratory test procedures and results are presented in Appendix D. Explorations typically encountered variable depths of asphalt surfacing and crushed rock base. Underlying soils in borings B -1, B -2, B -4 and B -5 consisted of loose, silty fine sand and soft to medium stiff silt. Several of these borings encountered very loose to loose, saturated sand below a depth of 9 to 10 feet. Boring B -3 encountered a substantial thickness of probable fill soils, extending to up to 29 feet in depth. The probable fill consisted of sand and silt with scattered wood debris and apparent buried trees or branches. Underlying soils consisted of firm, fine sandy silt. Groundwater was encountered at the time of drilling, at depths varying from 8 to 16 feet. Mottling of soils indicates that groundwater levels may fluctuate to higher levels. ' Soil moisture contents at the time of the exploration program varied from moist to saturated with saturated conditions observed where groundwater perching occurred. Descriptors used to describe moisture content include "dry", "damp ", "moist ", "wet ", and "saturated" and are assigned to the description of the soil in the logs based on estimates of soil moisture content observed in the field and generated by laboratory moisture content testing. A "moist" soil is generally estimated to be within ±2 percent of the optimum value for compaction as would be determined by Proctor (moisture /density relationship) testing. It should be realized that optimum moisture values of the site soils have not been determined by laboratory testing and that optimum values can vary widely among the soil types existing at the site. "Saturated" soils are said to have nearly all of their void —/ Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 5 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 Site Preparation Recommendations ..;.,,,...+. >l;x.>a 1.1;v.3- l.^.x:VVAY/ tot uarextAvAL Rmitya. space filled with water. The other moisture descriptors used in this report indicate intermediate moisture conditions and can cover rather broad moisture ranges. Generally, the near- surface, weathered site soils were found to be in a moist to wet condition while soils at a groundwater perching layer exhibited wet to saturated conditions. Site soil moisture conditions and the presence of perched groundwater will depend upon season, precipitation, and on -and -off site utilization. It should be noted that the exploration program for this study was performed at the height of the wet season following unusually heavy precipitation amounts. Seismic Conditions According to the Seismic Zone Map of the United States contained in the 1994 Uniform Building Code, the project site lies within seismic risk zone 3. Based on soil conditions encountered at the site, the subsurface site conditions are interpreted to correspond to a seismic soil profile type S3 as defined by Table 16 -J of the 1994 Uniform Building Code. Soil profile type S3 applies to a profile consisting more than 20 feet of soft to medium stiff clay but not more than 40 feet of soft clay. Except for a few layers of sand of limited thickness, the site soils within the depth of the borings are not considered to be prone to liquefaction. The conditions imposed by the proposed development have been evaluated on the basis of the assumed development plan, the engineering characteristics of the subsurface materials encountered in the test pits, and the anticipated soil behavior both during and after construction. Based on the information obtained from our subsurface exploration program, the project appears feasible with respect to soil and groundwater conditions encountered at the site. However, the very soft soils encountered will require the consideration of foundation design alternatives varying from shallow foundations supported on improved bearing soils to deep foundation systems. The conclusions and recommendations for foundation, floor slab, and pavement design, along with site development recommendations and considerations, are discussed in the following sections of this report. Based upon the subsurface conditions encountered during exploration, the following site preparation procedures have been developed and include recommendations regarding site drainage, stripping, subgrade protection, proofrolling and subgrade compaction. However, site preparation effort is expected to be dependent upon the time of year that construction proceeds. Therefore, bids for site preparation, earthwork, and paving operations should be based upon the time of year that construction will proceed. It is recommended that a representative of Giles observe the soil conditions prior to and during site preparation activities to evaluate the suitability of stripped subgrades prior to placement of fill, foundation elements, floors, and paving. Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 6 .. �. av+.... ww. ��M1Mrw• I+ ra' q: r! ini.: Ytrl• Lb^. rt' �* 1toy.t!Y14tTt':t'h:!liwY�t+i!i: 1u`Yr��3..'{K5(Mi: >!:: +Y'f!"�t Site Drainage and Surface Water Control Site Stripping P.7Kte Adequate temporary and permanent control of surface water runoff and subsurface seepage will be required in order to allow site access, grading, as well as construction of underground utilities and storage tanks to proceed. Excavation, filling, subgrade and grade preparation should be performed in a manner and sequence that will provide drainage at all times and proper control of erosion. Surface water should be pumped or drained to provide a suitable working platform. Successful drainage of local saturated zones due to perched groundwater flow and accumulations of surface water runoff could be accomplished by localized ditching and/or the installation of cut -off trenches or "french" drains. The site should be graded to prevent water from ponding in construction areas and/or flowing into excavations. Exposed grades should be crowned, sloped, and smooth -drum rolled at the end of each day to facilitate drainage. Accumulated water must be removed from subgrades and work areas immediately and prior to performing further work in the area. Equipment access may be limited and the amount of soil rendered unfit for use as structural fill may be greatly increased if drainage effort are not accomplished in a timely sequence. Project delays and increased costs could be incurred due to the greater quantities of wet and unsuitable fill or poor access and muddy conditions if a working drainage system is not utilized. All drainage should be performed only after adequate erosion and silt control measures are established as required by applicable codes. Site preparation will require removal of any surface vegetation and organic soils or other deleterious materials in planned building and pavement areas. The existing building in the central portion of the site will be razed and the foundation elements removed. Site grades are anticipated to be raised roughly 1 to 2 feet. If construction proceeds during a generally wet construction period, typically October through May, and the moisture sensitive, silty sand fill soils are allowed to increase in moisture content, they will become unstable. Therefore, the bids for site grading operations should be based upon the time of year that construction will proceed. It is expected that in wet conditions additional soils may need to be removed and/or other stabilization methods used, such as a coarse crushed rock working mat to develop a stable condition if subgrade soils are disturbed in the presence of excess moisture. The severity of construction problems will be dependent, in part, on the precautions that are taken by the contractor to protect the moisture and disturbance - sensitive site soils. If overexcavation due to disturbance is necessary, it should be confirmed through continuous monitoring and testing by a Giles representative. As previously discussed, it appears the site has experienced previous filling over the very soft native silt soils. The very loose relative density of this fill could affect development in pavement and structural areas. It is anticipated that this fill would not adversely affect the long -term ouv ?i �:':: •.+a'sxs ,rrx� n ^rt«WnuSN <r e,.:ttnv;�:a.vx: Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 7 Subgrade Protection Proofrolling and Subgrade Compaction Overexcavation/Stabi1ization performance of the drives and parking areas provided compaction specifications could be met. If wet or pumping fill material is encountered, it may become necessary to "bridge" the unsuitable material with up to 18 inches of select granular fill possibly in conjunction with the geotextile fabric. Soils exposed by subgrade preparation operations will contain a high silt fraction and are considered to be moisture and disturbance sensitive. These soils. will become unstable if disturbed (rutted) by construction equipment while at elevated moisture contents requiring additional soil removal at an increased cost. Therefore, site preparation and initial construction activities should be planned to minimize disturbance to the existing ground surface particularly during the wet season (typically October through May) when the presence of excess moisture would render the site soils more prone to disturbance and softening. Construction traffic should be restricted to specific drive areas to prevent excessive disturbance of the subgrade. If site stripping and grading activities are performed during extended dry weather periods, extensive subgrade stabilization is not expected to be necessary. However it should be noted that intermittent wet weather periods during the summer months could delay earthwork if soil moisture conditions become elevated above the optimum moisture content. The use of a working surface of sand and gravel, crushed rock, or quarry spalls may be required to protect the silty soils particulary in areas supporting concentrated equipment traffic. Methods of constructing a working surface from an advancing fill surface could be used to avoid trafficking the exposed subgrade soils. Following the recommended site stripping procedures, the exposed stripped subgrade should then be scarified, adjusted in moisture content, and recompacted to the required density. Low areas and excavations may then be raised to the planned finished grade with compacted structural fill. Subgrade preparation and selection, placement, and compaction of structural fill should be performed under engineering controlled conditions in accordance with the project specifications. The near- surface silty soils are considered extremely moisture sensitive. During wet weather conditions, typically associated with early spring, late fall or winter construction, subgrade stability problems and grading difficulties are expected to develop due to the moisture and disturbance sensitive soils and/or the presence of perched groundwater. Construction during extended wet weather periods could create the need to overexcavate exposed soils if they become disturbed and cannot be recompacted due to elevated moisture content and or weather conditions. Even during dry weather periods, soft/wet soils, which may need to be overexcavated, may be encountered in localized portions of the site. If overexcavation is necessary, it should be confirmed through Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 8 + r v.wv. w• , ,ite , ''.:eramor.'.W:' , Wattko.t.44tOire: , continuous monitoring and testing by a Giles representative. Soils that have become unstable may require drying and recompaction. Selective drying may be accomplished by scarifying or windrowing surficial material during extended periods of dry and warm weather. If the soils cannot be dried back to a workable moisture condition, remedial measures in the form of one or a combination of the following may be required: 1. Removal of affected soils to expose a suitable bearing subgrade and replacement with compacted structural fill. 2. Mechanical stabilization with a coarse crushed aggregate compacted into the subgrade, possibly in conjunction with a geotextile. 3. Chemical modification of the affected soils with hydrated lime or Portland cement (depending on soil type) and subsequent recompaction. 5.2 Structural Fill Frozen Subgrades If earthwork takes place during freezing conditions, all exposed subgrades should be allowed to thaw and then be recompacted prior to placing subsequent lifts of structural fill or foundation components. Alternatively, the frozen material could be stripped from the subgrade to reveal unfrozen soil prior to placing subsequent lifts of fill or foundation components. The frozen soil should not be reused as structural fill until allowed to thaw and adjusted to the proper moisture content, which may not be possible during winter months. All structural fill should be placed in accordance with the recommendations presented herein for structural fill. Prior to the placement of structural fill, all surfaces to receive fill should be prepared as previously recommended. Structural fill includes any fill material placed under footings, pavements, or other permanent structures or facilities. The use of on -site soils for structural fill should be limited as described in this report. Materials typically used for import structural fill include clean, well - graded sand and gravel ( "pit run "); clean sand; various mixtures of gravel; crushed rock; controlled - density fill (CDF); and lean-mix concrete. Recycled concrete derived from crushed parent material is also useful for structural fill provided the material is thoroughly crushed to a size deemed appropriate by the geotechnical engineer (usually less than 2 inches). Structural fill materials should be free of deleterious, organic, or frozen matter and should contain no chemicals that may result in the material being classified as "contaminated ". Import structural fill for raising site grades can consist of a combination of "common" and "select granular" material. Select granular fill should contain less than 5 percent by weight passing VrAVVIT . .,.n,7r,! Jrc'uvn. �..n.,� :w...,.- _._. ....... �......._ Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 9 NG.'!I.:Cn =7� •.N:. ":`�"7 "r `.dee: r1! < »Y•.Crm:rr,.wu; r. �t- T^ �y '.� the U.S. No. 200 sieve, based on the fraction passing the U.S. No. 4 sieve. Select granular fill is recommended for use in wet weather conditions, as discussed in the pertinent sections of this report. Common structural fill should consist of predominantly granular soil, free of organics and deleterious materials, which is compactable to a firm and unyielding condition at the specified compaction levels. Common structural fill should meet the requirements of specification 9- 03.14(3), "Common Borrow" in the 1996 WSDOT /APWA Standard Specifications for Road, Bridge, and Municipal Construction. Select structural fill should meet the requirements of specification 9- 03.12(2) "Gravel Backfill for Walls" of the 1996 WSDOT /APWA Standard Specifications. The suitability of soils used for structural fill depends primarily on the gradation and moisture content of the soil when it is placed. As the fines content (that portion passing the U.S. No. 200 sieve) of a soil increases, it becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Soils containing more than about 5 percent fines by weight, such as the majority of the near- surface site soils, cannot be consistently compacted to the recommended degree when the moisture content is more than about 2 percent above or below optimum. Drying of the site soils may only be accomplished during favorable dry weather by methods such as scarifying and windrowing. It is therefore recommended that grading activities be scheduled for the driest time of year in consideration of the moisture sensitive nature of the site soils and the amount of surface water and subsurface perched groundwater likely to be present at the site during winter months. The contractor should anticipate a significant, but unavoidable, commitment of effort to adjust the moisture content of the site soils. If it is not possible to complete the earthwork during dry weather, the design team and contractor should anticipate that a significant portion of the site soils will not be available for reuse for fill applications including utility backfill. If inclement weather or soil moisture content prevent the use of on -site or non - select material as structural fill, it is recommended that use of select granular fill be considered. It should be noted that the placement of structural fill is in many cases weather - dependent and delays due to inclement weather are common even when using select granular fill. When moisture conditioning of the soils is required to increase the moisture content of dry- of- optimum soils, it is recommended that the soils be uniformly blended with the added moisture to provide a uniform moisture content throughout the affected soils. Structural fill should be placed in lifts not exceeding 8 inches in loose thickness. Individual lifts should be compacted such that a minimum density of at least 90 percent of the modified Proctor maximum dry density is achieved. Higher compaction levels should be achieved where called for in the project specifications of the local development standards. It is recommended that the upper 1 foot of subgrade soils below pavement areas and all base course materials be compacted to 95 percent of the modified Proctor dry density. The top 12 inches of compacted structural fill should have a maximum 3 -inch particle diameter and all underlying fill a maximum 6 -inch diameter unless specifically approved by the soils engineer. It is recommended that a geotechnical engineering . Yb�ri 1'4. tii laok. Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 10 5.3 Utility Trenching and Backfilling Reuse of On -Site Soil t.rS�a4CrtcuR'naxmt�t :h�4 xaot+ representative be present during the placement of structural fill to observe the work and perform a representative number of in -place density tests. In this way, the adequacy of earthwork may be evaluated as grading progresses. On -site soils, which are comprised of existing fill material, may be reused as structural fill for foundation, floor slab, and pavement support, provided the soil does not contain significant organic content or other deleterious materials and is placed and compacted at a suitable moisture content to specified compaction levels. Native soils below the on -site fill are not considered suitable for reuse as structural fill and should be wasted off -site when applicable. The site soils consist primarily of silty sands and sandy silts and were generally found to be in a moist to wet state at the time of the exploration program (February 1997). It is anticipated that grading activities (including utility installation) performed during winter or early spring months would encounter compaction problems with the site soils due to their over - optimum condition or potential for exposure to moisture once excavated. The silty sand and sandy silt soils must be placed within a relatively narrow range of the optimum moisture content for proper compaction. Some drying of on -site soils is expected to be needed if grading occurs during the winter or spring months, and the feasibility of grading with on -site soils will depend on whether adequate drying time occurs. Typically, drying is difficult or impossible during wet winter and spring months. It is anticipated that the moisture content of the site soils would be reduced in mid to late summer months and the probability of drying any remaining over optimum soils increases during this time of year. Excess soils may require stockpiling for extended periods of time before they can be used. It is recommended that all stockpiled soils intended for reuse as structural fill be protected with anchored visqueen plastic. Anchoring the sheet plastic should be completed in accordance with Section 8- 01.3(8), Placing Jute Matting, Erosion Control Blanket, or Clear Plastic Covering presented in the 1996 WSDOT /APWA Standard Specifications for Road, Bridge, and Municipal Construction. All utility subgrades should be firm and unyielding, and free of all soils which are loose, disturbed, or pumping. Such soils should be removed and replaced, if necessary. Utilities which will be supported on the very soft, native silts should be supported on a minimum of 12 inches of 4 -inch minus quarry spalls or crushed ballast rock. Spalls or other clean, crushed aggregate could be placed under water, if necessary, and would require a minimum compactive effort. All structural fill used to replace overexcavated soils should be compacted as specified and as recommended in this report. Where water is encountered in the excavations, it should be removed prior to fill placement. Alternatively, quarry spalls or pea gravel could be used above the water level. +s�r.t�ra�usro•�rt+>"�^Alo� ?11Y72 Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 11 • .,<n .., aw, 9'.!+ U•.^ v" uri!:, tJ;> r•: Yt�(x.r.K + L,c .2m._k Ye.nw•) rang avin It is recommended that utility trenching, installation, and backfilling conform to all applicable Federal, State, and local regulations such as WISHA and OSHA regulations for open excavations. In order to maintain the function of any existing utilities, temporary excavations shall not encroach upon the bearing splay of existing utilities. Likewise, utility excavation should not encroach on the bearing splay of footings or floor slabs. This bearing splay should be considered to begin 3 feet away from the widest point of the pipe or foundation and extending downward at a 1 H:1 V slope. If, due to space constraints, an open excavation cannot be completed without encroaching on a utility, shoring of the new utility excavation with a slip box or other suitable equipment is recommended. Utility bedding and cover should be placed in accordance with manufacturer's recommendations and local ordinances. Generally, it is recommended that a minimum of 6 inches of bedding material be placed in the trench bottom. Bedding material for rigid and flexible pipe should conform with Sections 9 -03.15 and 9- 03.16, respectively, of the 1996 WSDOT /APWA Standard Specifications for Road, Bridge, and Municipal Construction. All excavations should be wide enough to allow for compaction around the haunches of the pipe and underground tanks. Otherwise, materials such as controlled density fill or pea gravel could be used to eliminate the compactive effort required if allowed by the project specifications. Backfilling for the remainder of the trenches could be completed utilizing common fill or select granular fill, depending on soil moisture and weather conditions. Compaction of backfill material should be accomplished with soils within plus or minus 2 percent of their optimum moisture content in order to achieve the minimum specified compaction levels set forth in this report and project specifications. Initial backfill lift thickness over utilities may be increased to manufacturer's recommended level to avoid damage to pipe by compacting equipment. Some excavation bank stability problems for utility construction may occur where excavations extend into saturated, cohesionless soil and due to the presence of existing fill or groundwater. Relatively flat slopes, benching or temporary bracing may be needed. Temporary excavation stability is a function of many factors including the presence and abundance of groundwater, the type and density of the various soil strata, the depth of excavation, surcharge loadings adjacent to the excavation, the length of time the excavation is open, and weather conditions. It is exceedingly difficult under these variable circumstances to pre - establish a safe and "maintenance free" temporary excavation slope angle. Therefore, it should be the responsibility of the Contractor to maintain safe slope configurations since the Contractor is continuously at the job site, able to control some of the factors, and able to observe and alter the nature and condition of cut slopes. Exceptions to typical slope angles should be made for any excavations which are open during wet weather, any excavations which encounter groundwater, and excavations encountering variable conditions. All utility excavations should conform to applicable sloping or shoring • ti `,�y' µ 1 1 �t�,st x wls+ u,•? 3',:l �Rt 7! 4. R�; n'' AMnH3Teynik C, 4dk' .'7!57<,�3r:+f:'ih!}+na.:r tab 'h't . ......_.. �.... �.,«.,.... w..,.�•.� «.m «nw�nxr»+� • Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 12 standards for worker access, such as WISHA and OSHA, for open excavations. Based on soil conditions encountered in the exploration, the site soils would generally fall into Type C categories according to the classification system established in Chapter 296 -155 WAC, Part N, Excavation, Trenching, and Shoring. Groundwater was encountered at a depth of approximately 8 to 16 feet below grade. Dewatering techniques are anticipated to be necessary for dewatering excavations that terminate below the water table. There is a strong possibility that dewatering may be necessary to complete the underground storage tank excavation and construct a stable subgrade. The soils exposed by the tank excavation will likely consist of silt overlying sand layers which could be water - bearing. In general, the silts are not anticipated to generate significant quantities of water. However, depending on groundwater levels, the bottom of the tank excavation could heave or possibly boil if groundwater levels are within a few feet + of the base of excavation. Therefore, it is Giles' opinion that the contractor should evaluate the groundwater conditions prior to construction and develop an appropriate dewatering plan. Dewatering should extend the groundwater level at least 2 feet below the base of the excavation. 5.4 Temporary and Permanent Slopes Construction Dewatering • The presence and abundance of groundwater; • The type and density of the various soil strata; • The depth of cut; • Surcharge loadings adjacent to the excavation; • The length of time the excavation remains open. Temporary slope stability is a function of many factors, including the following: It is exceedingly difficult under the variable circumstances to pre- establish a safe and "maintenance- free" temporary cut slope angle. Therefore, it should be the responsibility of the Contractor to maintain safe temporary slope configurations since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. It may be necessary to drape temporary slopes throughout the site with plastic sheeting or other means to protect the slopes from the elements and minimize sloughing and erosion. Unsupported vertical slopes or cuts deeper than 4 feet are not recommended if worker access is necessary. The cuts should be adequately sloped, Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 13 .. v,...a�.r,w.. +v. '. ..4A'.:'v htvYM1'4+v.....:Sd4'L+C_tIN7''C AMiMAJI 7Y.i' @..T.;I . YWl Y1%} Y:.n' t.Pr LCk1. YSF7�irofkKJ� 3EM4Mt6tl:bu•Y:�.yfiC.9l +rl'»aeY : • shored, or supported to prevent injury to personnel from local sloughing and spalling. The excavation should confirm to applicable Federal (OSHA), State (WISHA), and local regulations. It is tentatively anticipated that temporary slopes in dewatered, very loose granular and very soft cohesive soils at the site could be excavated at an inclination of 1.5H:1 V for slopes up to 15 feet high. Where perched groundwater conditions have saturated the surficial soils, slope angles of 2.5H:1 V to 3H:1 V may be required for both temporary and permanent slope construction. Shallow french drains excavated through the perching layer could be used to intercept perched groundwater upgradient from excavations or permanent slopes. Groundwater Seepage in Permanent Cut Slopes Groundwater was encountered within all of the explorations. It is recommended that Giles be allowed to review significant permanent excavations periodically as site grading progresses to determine if seepage quantities (if encountered) warrant temporary or permanent stabilization measures. If required, any seepage areas encountered could be stabilized with french drains, rock blankets, or graded filters, as the situation warrants. Specific recommendations for seepage stabilization on permanent excavation slopes are best developed in the field at the time of construction, when the actual excavation conditions can be observed. It is recommended that all permanent cut and fill slopes be designed at a 2H:1 V inclination or flatter. 5.5 Foundation Design Parameters The subsurface conditions observed in our explorations are sufficient to support the planned construction, contingent on special measures to mitigate settlement due to loose, surficial soil and deeper, soft soil conditions. 5.5.1 Shallow Foundations All footings should be founded upon a prism of at least 2 feet of compacted structural fill which is placed above the very soft native or very loose fill materials on a stripped and properly prepared subgrade. The prism of structural fill should extend laterally beyond the foundation edges a distance equal to the depth of fill below the footing. This fill should consist of pit -run select sand and gravel, crushed gravel, crushed recycled concrete, or control density fill (CDF). A geotextile, such as Mirafi 600X should be placed below all fill prisms except if the CDF is used. Footings should not be founded on or within loose or disturbed native or fill soil, topsoil, or pre - existing fill material. The high sensitivity to disturbance of the silty site soils may require that the footing excavations be covered with a lift of crushed rock or a lean concrete "mud mat" to minimize disturbance of the bearing surface during construction in wet weather or wet subgrade conditions. Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 14 5.5.2 Augercast Pile Foundations ..r . Yu Mt nrn + n.- ,...,emu... .:r: r..:.:nw.iW rnt.w•J•1 a 'hCb1 ; Y, • If unsuitable bearing soils are encountered at the proposed foundation bearing grade, or within the foundation influence zone, they should be recompacted, if feasible, or removed to a suitable bearing subgrade. The overexcavation should extend laterally away from each side of the foundation a distance equal to the depth of the overexcavation and should be backfilled with compacted structural fill. Controlled density fill (200± psi) backfill may be used in vertical excavations below the entire foundation width as an alternate to help limit lateral overexcavation required with soil backfill. Stepped or thickened continuous strip footings and uniformly thickened isolated column footings may also be used to extend to suitable' bearing soils. Augercast piles would support foundation loads for the new building on stable soils at depth, below potentially liquefiable and settlement susceptible soils zones. An augercast pile is formed by drilling to an appropriate predetermined depth with a continuous flight, hollow -stem auger. Cement grout is then pumped down the stem of the auger under high pressure as the auger is withdrawn. The final result is a cast -in -place pile. Reinforcing can be lowered into the unset concrete to provided lateral and/or tension capabilities. Pressure grouting methods typically result in a grout column diameter in excess of the nominal diameter of the drilled hole. It is anticipated that grout volumes within the bearing soil will be on the order of I V2 times or more the nominal volume of drilled holes. The contractor should be required to stagger the pile grouting and drilling operations, such that all completed piles within 10 feet of the pile being drilled have set for at least 24 hours. Augercast piles could gain their vertical compressive capacity from side friction between the pile and the native soils, as well as from end bearing. Augercast piles should extend a minimum of 35 feet below the existing ground surface elevations in order to develop full end - bearing capacity and have a minimum embedment of 5 feet into the bearing layer. This penetration depth may need to be confirmed periodically in the field by removing the auger to observe the soil on the auger flights. Modifications to pile lengths may be required in the field if the bearing soil layer varies in depth. Augercast pile unit capacities for skin friction and end bearing, as well as lateral load bearing capacity of selected configurations, are presented in Table 1 below. Vertical compressive pile capacity is developed through a combination of resistance at the pile tip and skin friction along the shaft of the pile. Uplift pile capacity will develop as a result of skin friction between the pile and the adjacent soil, along with the weight of the pile. The vertical pile capacities presented assume that adjacent piles are located at least seven pile diameters apart. If piles are located closer together, a reduced pile capacity should be used to account for pile group effects. Giles would be pleased to provide capacities for specific pile group arrangements, if requested. If the pile arrangement selected Table 1 Vertical Compressive End Bearing Capacities for Augercast Piles (See Text) Pier Diameter (inches) Allowable End Bearing Capacity (tons) • Ultimate Lateral Capacity for 1 -inch deflection at Ground Surface (Tons) 12 20 5 ..4;Y= ?cr:{!i &i'.C: .arbsurvtor,.ay+,cv + tun..n x-. :•• • 1117 4 A'Q`411. <L775:f ": Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 15 Allowable Bearing Pressure for the design is not in the table, Giles should be allowed to provide specific recommendations for the chose configuration. For uplift design, allowable skin friction values for each augercast pile of 100 pounds per square foot (psf) between 2 and 30 feet depth, and 500 psf below 30 feet in depth, acting on the surface of the pile shaft are recommended. The exploratory borings did not encounter rocks or other large obstacles which would obstruct pile installation, however, such obstacles can always be encountered. Buried logs and wood debris were encountered in the fill , indicating that obstructions may be present in the fill soils. Piles should be designed based on the depth to suitable bearing soils (35 feet) presented on our boring logs and unit capacities presented above. It may be necessary to periodically remove the pile auger from the holes during drilling in order to verify depths of fill soils and penetration into bearing soil. Anticipated settlement of pile foundations constructed as recommended is 'A inch or less, with differential settlement of 'A inch or less. Concrete floor slabs could be supported on foundation piles, or could be constructed on grade, as descried below, if the estimated settlement performance of slab -on -grade floors is acceptable. Continuous or column footings cast atop a minimum of 2 feet of structural fill compacted to a minimum of 90 percent of the modified Proctor maximum dry density may be designed for a net maximum allowable bearing pressure of 2,000 psf (live - plus -dead loads) at a depth of 2'/2 feet or less below finished floor, and 1,000 psf for deeper footings such as the canopy footings. A one -third increase in bearing capacity can be applied due to transient loading. It is recommended that foundation support for the proposed structure be obtained utilizing shallow spread and strip footings founded on properly compacted structural fill. The prism of compacted fill should extend a minimum of 2 feet below the base of structural elements and laterally on a 1 H:1 V slope from the bottom edge of the foundation. The actual foundation design should be determined by the project structural engineer. xvr tats tax.+.,wv,tonnvoilt:r:xr. *.: Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 16 Minimum Required Embedment Depth The local building code is understood to require a minimum 18 inch foundation embedment depth; therefore, a minimum embedment depth of 18 inches below the finished exterior grade is recommended for perimeter footings. Interior footings should be placed at least 12 inches below the floor slab within heated portions of the building. All footings must be protected against weather damage both during and after construction, and must be supported by suitable bearing materials as recommended herein. Estimated Settlement It is estimated that the total settlement of foundation members founded within the above mentioned soils may approach 1 inch. Differential settlement of foundations founded within the same soil type could approximate one -half of the total settlement. It should be noted that differential settlement could approach the total settlement values if adjacent footings are founded on different bearing strata. Foundation settlement is oftentimes the function of the condition of the footing excavation subgrade. Footing excavations should be free of loose or soft soil, slough, debris or water prior to pouring concrete. If disturbed or soft soils are left beneath the footing area prior to concrete placement, future settlements may be greatly increased. For that reason, it is recommended that the footing subgrade soils be observed by a representative of Giles prior to pouring footing concrete to document that the condition of the bearing soils is consistent with the recommendations contained in this report. Fill placed to raise site grades may cause settlement in the range of 1 to 3 inches. It is anticipated that this settlement will occur within the first 30 days after fill is placed. It is recommended that construction of settlement - sensitive features be deferred until 30 or more days after site filling. 5.6 Floor Slab and Canopy Slab -on -Grade Design Parameters Floor slab and canopy slab -on -grade subgrades should be prepared in accordance with the previous site preparation recommendations. The slab -on -grade and capillary break material should be founded on pre - rolled or compacted native ground or structural fill compacted to a minimum of 90 percent relative density. It is recommended that the floor slab be underlain by a nominal 4 -inch thickness of clean crushed rock or pea gravel containing less than 3 percent fines passing the No. 200 sieve, based on that soil fraction passing the U.S. No. 4 sieve with at least 30 percent retained on the U.S. No. 4 sieve. Aggregates similar to those specified in WSDOT 1996 Standard Specifications for Road, Bridge, and Municipal Construction, listed under specifications 9- 03.12(4), 9 -03.15 or 09- Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 17 03.16 can be used for capillary break material. This layer of granular fill is intended to serve as a capillary break and working surface. A minimum 6 -mil impervious moisture barrier should also be placed between the capillary break and the floor slab. If the base course in contact with the vapor barrier has sharp, angular particles, a 2 -inch thick sand cushion layer or geotextile is recommended in order to provide protection against puncture. Any holes or punctures in the vapor barrier membrane should be repaired prior to the placement of the floor slab concrete. Given the anticipated subgrade conditions, it is anticipated that concrete slabs could be designed using standard concrete thickness and welded wire reinforced criteria. The actual floor. slab design, including thickness, reinforcing and joint details should be provided by the structural engineer. 5.7 Drainage Considerations Estimated Settlement With the recommended site preparation and monitoring, the post - construction total and differential settlements of the floor slab constructed as recommended are estimated to be less than 0.75 inch and 0.5 inch, respectively, which are considered within tolerable limits. The carwash slab may be subject to long -term settlement due to consolidation of debris -laden fill. It is recommended that the slab be either supported on pile foundations, or designed to tolerate settlements in the range of 2 to 4 inches. It is recommended that the building be provided with a perimeter footing drain system to collect free water if moisture inside the building is considered a problem. Footing drains, with clean outs, should consist of at least 4 -inch diameter, perforated, PVC pipe fully enveloped in pea gravel or washed rock and be placed at the footing subgrade elevation around the outside perimeter of the foundation. The pea gravel envelope should be wrapped on the top and sides with a non -woven geotextile fabric to prevent the migration of fine grained soils into the drain rock. If possible, all utility lines and bedding materials should enter the building footprint at or above the invert elevation of the foundation drain. All drainage systems should be sloped to drain by gravity to a storm sewer or other suitable discharge location. Water from downspouts and surface water should be independently collected and routed to a storm sewer. This water must not be allowed to enter the footing drain system. Additionally, it is recommended that the finished grades around the building be designed to route surface water away from the building. Final exterior grades should promote free and positive drainage from the building areas at all times. Water must not be allowed to pond or to collect adjacent to foundations or within the immediate building area. It is recommended that a gradient of at least three percent for a minimum d.�'.7�E{;1.'tiRlili` J+. FYI' aTM1...M:.!!�1s1Mt�'i•�ti.TfJN.� Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 18 distance of 10 feet from the building perimeter be provided, except in paved locations. In paved locations, a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. Under no circumstances should any concentrated stormwater flow be allowed to drain onto the slopes at the site. 5.8 Underground Storage Tank$ nx #/ct1w14:In ,t,'.M? dxC!�,9. ��/ VGA;' A. 1. t�": Y1T•::! i}: 1 -: 1r. �+ pYw .7i.h ^ .1M 1 'fiif�S�SYttM'.S It is understood that two underground storage tanks will be installed on the site. Typical tank excavations extend about 12 to 15 feet below subgrade elevation depending on the diameter of the tanks. Depending on the time of year, groundwater conditions could vary from 100 percent saturation at the ground surface to slight perched groundwater seepage in sandy zones. Therefore, it is Giles' recommendation that the contractor should evaluate the groundwater conditions prior to construction and develop an appropriate dewatering plan. Dewatering should continuously maintain the groundwater level at least 2 feet below the base of the excavation. If there is enough space to construct an open cut to install the tanks, it is recommended that temporary dewatered cuts be no steeper than 1.5H: I V. The temporary slopes may need to be flatter depending on the groundwater conditions. It is unlikely that the excavated soil will be suitable for reuse due to the anticipated moisture content. As such, it is recommended that an appropriate substitute be imported. The native soils at the bottom of the excavation will be fine- grained and very moisture sensitive. If elevated moisture conditions are present, it will be impossible to compact the exposed subgrade. It is recommended that the final 1 foot of the excavation be completed with a smooth edged bucket to minimize the need for subgrade compaction. It is further recommended that a minimum 1- foot -thick layer of quarry spalls underlain by a reinforcing fabric, such as Mirafi 600X, be constructed to provide more uniform support of the USTs. It is recommended that the tanks be tied down with deadman anchors to resist fully submerged, buoyant forces assuming that the tanks have minimum product inside them. Soil over the tanks would also contribute resistance to buoyant forces and a unit weight of 115 pcf may be assumed for design purposes. If an open excavation is not feasible, it is likely that sheet piling will be necessary to shore the excavation. Sheet piles are installed either by vibrating or driving into place with an appropriate - sized pile- driving hammer. Sheet piles are typically driven to a specified depth in order to provide the necessary resistance to lateral loads and rotation. Lateral load capacity of short steel sheet piles sections is gained from stiffness where deeper sections require anchors or cross - bracing. Alternative deep shoring includes soldier pile retaining walls. Given the recommended lateral earth pressures presented herein, it is our opinion that the contractor should select the most appropriate shoring system. nex,a- a «e. -v f�F;:l' -T.; ".'e't.;: >,:. :':YriCYf "— ':::"C:.'1FM. ^, Yv. a�J'._v..tn:'::..• Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 19 5.9 Pavement Design Parameters Subgrade It is recommended that a triangular fluid pressure distribution for cantilever walls or walls provided with a single row of anchors or bracing. Allowable active and at -rest lateral earth pressures of 35 and 52 pcf, respectively, may be used for design above the groundwater level outside the sheets. Below the groundwater level, saturated active and at -rest pressures of 85 and 100 pcf, respectively, are recommended. An allowable passive earth pressure of 125 pcf may be assumed beginning 2 feet below the bottom of the excavation. For lateral toe or kick -out resistance, it is recommended that the sheets or piles extend at least 10 feet below the base of the excavation. An appropriately sized uniform surface surcharge should be applied to the wall to take into account parked vehicles, stockpiled materials, or other temporary surcharges that would be placed above the wall. It must be recognized that pavement design is a compromise between high initial cost and little maintenance on one side and low initial cost coupled with the need for periodic repairs. As a result, the owner will need to take part in the development of an appropriate pavement section. Critical features which govern the durability of the surface include the stability of the subgrade soils, the traffic volume, and the frequency of use by heavy vehicles. The subgrade soils are anticipated to generally consist of silty sand fill soils or similar soils used as structural compacted fill. Silty sand is usually rated as a good -to -fair subgrade material with estimated field CBR values ranging from 10 to 40 based on the Unified Soil Classification of SM and if the soils have been properly compacted. An estimated CBR of 10 was used for pavement design. In order to use this CBR value, the upper 2 feet of fill should be compacted to the minimum levels presented in this report in order to develop adequate pavement support characteristics and must be placed under engineering controlled conditions. The design assumes that the subgrade and any structural fill will be prepared in accordance with the recommendations presented in this report. The top 12 inches beneath the pavement should be compacted to a minimum of 95 percent relative compaction, using AASHTO T -180 (ASTM D -1557) as a standard. Stabilizing the subgrade with a fabric such as Mirafi 500X or 600X may be necessary during wet weather conditions if a stable subgrade cannot be achieved. Proper geotextile fabrics will maintain segregation of the subgrade soil and base course materials. If the subgrade soils are allowed to migrate upwards into the base course, the result would be decreased pavement support. The use of stabilization fabric will not reduce the necessary base rock thickness, as fabric does not provide structural strength at such shallow depths. If the subgrade is disturbed when wet, overexcavation may be required with subsequent backfill using imported, select granular fill. Recommended Pavement Sections Traffic Type Asphalt Thickness (inches) Crushed Base/ Top Course (Inches) ATB* Substitute for Crushed Aggregate (Inches) Heavy 31/2 6 4 Light 21/2 6 4 4,V3i;y1ON To Proposed Southcenter BP Tukwila, Washington Project No. 6G- 9702009 Page 20 6.0 Conclusion .M'++' • vnrr.VC.,'Xf.M y ryyMwxtYfiVau'.rt.My17 Asphaltic Concrete Pavement Specifications for pavements and crushed base /top course should conform to specification presented in the 1996 Washington State Department of Transportation, Standard Specifications for Road, Bridge, and Municipal Construction. In lieu of crushed gravel base /top course, asphalt treated base (ATB) can be substituted. The ATB would provide a more durable wearing surface if the pavement subgrade areas will be exposed to construction traffic prior to final paving with Class B asphalt. Some degradation of the ATB should be expected if it is subjected to concentrated construction traffic. Repair of degraded areas would be required prior to final Class B paving. The following table presents recommended pavement sections for anticipated light and heavy duty traffic levels. *ATB: Asphalt Treated Base; may be substituted for Crushed Base/ Top Course beneath Class B asphalt Pavement design recommendations assume proper drainage and construction monitoring and are based on AASHTO Design parameters for a 20 -year design period. However, continual flexible maintenance along with a major rehabilitation after about + 8 to 10 years should be expected to obtain a 20 year service life. The conclusions and recommendations presented in this report are based, in part, on the explorations accomplished for this study. The number, location, and depth of the explorations were completed within the constraints of budget and site access so as to yield the information to formulate the recommendations. It is therefore recommended that Giles be provided the opportunity for general review of the project plans and specifications when they become available in order to confirm that the recommendations and design considerations presented in this report have been properly interpreted and implemented into the project design package. The integrity of earthwork, structural fill placement, and foundation and pavement performance depend greatly on proper site preparation and construction procedures. It is recommended that Giles be retained to provide geotechnical engineering services during the roposed Southcenter BP Tukwila, , Washington Project No 6G-9702009 Page 21 earthwork and foundation construction phases of the project. If variations in the subsurface conditions are observed at that time, Giles would be able to provide additional geotechnical engineering recommendations to the contractor and design team in a timely manner as the project construction progresses. Giles Engineering Associates, Inc. appreciates the opportunity to have been of service on this project and would be pleased to discuss the contents of this report or other aspects of this project with you at your convenience. If you have any questions, please do not hesitate to call. This report has been prepared exclusively for the client in order to aid in the evaluation of this , - - property and to assist the architects and engineers in the design and preparation of the project plans - , and specifications. Copies of this report may be provided to contractor(s), with contract documents, [ to disclose information relative to this project. The report, however, has not been prepared to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer. Reproduction and distribution of this report must be authorized by the client and Giles. This report has been based on assumed conditions/characteristics of the proposed • development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer along with any other design professionals involved in this project [ carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist, they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein. The project plans and specifications may also be submitted to Giles for review to ensure that the geotechnical related conclusions and GENERAL COMMENTS The soil samples obtained during the subsurface exploration will be retained for a period of thirty days. If no instructions are received, they will be disposed of at that time. _ . . The Site and Exploration Plan contained herein was prepared based upon information supplied by Giles' client, or others, along with Giles' field measurements and observations. The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation. TUKW Mr( TRA• IL _. . • .•_ ..-- on �roQ � e�:s;i:� {r: �4•ateaiva air .ter Mme. «. �.�, _ ».w_ ._... _.._ _ .��ra �xs „v?:s.*:JPZ00. , ': "t re *.e4reggit.f?rS`=21. Figure 1- Boring Location Map Proposed Southcenter BP 16200 West Valley Highway Tukwila, Washington Project No. 669702009 Feb. 19, 1997 Original Drawing by Roger 011enburg and Associates dated 02/07/97 i 1. :, :j B -3 • 14 ... I : LL _ - :! .7" • • 0 In 40 IR-' 80 EXPLANATION 040.000101.1•101.600. ttttttttttttttt r01.01.1.00. ttttttt 0100, tt B -1 Boring Number and Approximate Location 4 a TUKWILA cm( IRAfl. • ._. . . .-Aict • '• +ex • • ' • " • , • • . • . • • .1. t •"' • • • •.•. •. • . •r••! • . ------- . ‘ Zt 7-r.sitatirAer • • , . ----- ------- .• IW FOOD 80 • ------- ----------- Oomo ------ ----------- ------- MOMM. --------- tttttt ttttttttttttttt tt .......... ................. .••• ........ . .. ...... .. EXPLANATION B-1 Boring Number and Approximate Location GILES ENGINEERING ASSOCIATES,INC. GEOTECHNICAL GEOEINIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS rv.:mn aenAa»(w} APPENDIX C iertk�r�k± �n,:. K� ':crgbW�+7mrtxea� +assncre�nnwe FIELD PROCEDURES AND EXPLORATION LOGS The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) designation D 420 entitled "Standard Guide for Sampling Soil and Rock" and/or other relevant specifications. Soil samples were preserved and transported to Giles' laboratory in general accordance with the procedures recommended by ASTM designation D 4220 entitled "standard practice for preserving and transporting soil samples." Brief descriptions of the sampling, testing and field procedures commonly performed by Giles are provided herein. The Exploration Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific exploration locations on the date that the exploration was performed. Subsurface conditions may differ between exploration locations and within areas of the site that were not explored. The subsurface conditions may also change at the exploration locations over the passage of time. GENERAL FIELD PROCEDURES Surface and subsurface conditions at the project site were explored on February 15, 1997. The surface evaluation consisted of visual reconnaissance, and the subsurface exploration consisted of advancing five hollow -stem auger soil borings to depths of approximately 14 to 34 feet below existing grades. The borings are designated B -1 through B -5 on the Boring Location Plan (Figure 1). Test Boring Locations and Elevations The location and depth of the explorations were selected with regard to the proposed site developments and under the constraints of budget and site access. The locations of the explorations were determined using a site plan provided to Giles and by measuring from existing site features with a hand -held measuring tape. Elevations were interpolated from contours on a site plan provided by the client. As such, the exploration locations shown on Figure 1 and elevations noted on the logs should be considered accurate only to the degree implied by the measuring methods. It should be emphasized that the explorations revealed subsurface conditions only at discrete locations on the project site and that actual conditions could vary at other locations. The nature and extent of any such variations would not become evident until construction activities have begun. If significant variations are observed at that time, the conclusions and recommendations may need to be modified to reflect actual conditions. Test Boring Methods Soil borings were advanced with 4'/. -inch I.D. continuous flight hollow -stem auger, using a truck- mounted drill rig operated by an independent firm working under subcontract to Giles. An experienced geotechnical engineer from Giles continuously observed the boring, logged the subsurface conditions, obtained representative soil samples, and transported the samples to Giles' laboratory for further classification and testing as deemed necessary. Throughout the drilling operation, soil samples were obtained from the borings at 2 1/2foot to 5-foot depth intervals by means of Standard Penetration Test procedure (ASTM:D - 1586). This test and sampling method consists of driving a standard 2 -inch (outside diameter) split- barrel sampler a distance of 18 inches into the soil with a 140 pound hammer free falling a distance of 30 inches. The number of blows required to drive the sampler through each of three 6 -inch penetration intervals is counted, and the total number of blows struck during the final 12 inches is considered the Standard Penetration Resistance, or '?glow count". If a total of 50 blows is struck within one 6- inch interval, the driving is ceased and the blow -count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values (N- values) provide a measure of the relative density of granular soils and the relative consistency of cohesive soils. RECORD OF SUBSURFACE EXPLORATION BORING NO. &6OjATION: SURFACE ELEVATION: 24.0 COMPLETION DATE: 2/15/97 FIELD REPRESENTATIVE: DEK PROJECT: Proposed Southcenter BP PROJECT LOCATION: 16200 West Valley Highway Tukwila, Washington PROJECT NUMBER: 6G- 9702009 GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Seattle Milwaukee Los Angeles Washington, D.C. MATERIAL DESCRIPTION Feet Below Surface Sample No. & Type N 'u (tsf) 'p (tsf) - 's (tsf) 3g PID NOTES 3.25" Asphalt over 5" crushed sand and T\gravel base j - - - 14 5 5 5 0.25 21 12 35 41 Firm, wet, brown, silty fine SAND with - trace fine gravel and fine sand lenses - Grades to moist, gray, fine sandy SILT - 1-SS 5- - - - Loose, moist, gray, silty fine SAND _ - - Grades to loose, wet, gray with brown _ mottling, silty fine SAND - 2 -SS 10- - 3 -SS 15- V. - - - - Medium stiff, saturated, gray, fine sandy _SILT _ Grades to medium stiff, saturated, gray, clayey SILT with trace fine sand 4 -SS WATER OBSERVATION DATA REMARKS V WATER ENCOUNTERED DURING DRILLING: 16 ft WATER LEVEL AFTER REMOVAL: CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: I 777- x isma [.4 L L r Ng! In strata ►r1r�. catt� b trta linss p a 1 ats b oundary wean soil ty rho actual tranNbon may os gradual d idbl bstween rin Location of Te • st eor s g Is shown ar on tno ro l ong L ocat i on P lan pos. an may vary cons ara y . RECORD OF SUBSURFACE EXPLORATION BORING NO. &6OOATION: SURFACE ELEVATION: 24.0 COMPLETION DATE: 2/15/97 FIELD REPRESENTATIVE: DEK PROJECT: Proposed Southcenter BP PROJECT LOCATION: 16200 West Valley Highway Tukwila, Washington PROJECT NUMBER: 6G- 9702009 GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Seattle Milwaukee Los Angeles Washington, D.C. MATERIAL DESCRIPTION Feet Below Surface Sample No. & Type N qu (tsf) q p (tsf) q s (tsf) w ( %) PID NOTES -- \Coarse gravel I' _ — — 6 3 4 20 39 26 Loose, moist, brown, silty fine SAND with — trace gravel — .. - Grades to soft, wet, brown, fine sandy SILT _ _ 1 -SS — 2 _ 10 2 -SS 3 -ST Very loose, saturated, dark brown to black, - fine SAND with trace silt — 4 -SS WATER OBSERVATION DATA REMARKS WATER ENCOUNTERED DURING DRILLING: WATER LEVEL AFTER REMOVAL: 9 ft CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: T ..�: ,y. mapi L 1. ri nges I n trata I icad b t e lines are p a ro f ata b o a b etween so il types. ngs. L ocation o� eat te Borin s shown on thie Boilin Loc■ un on P a n. • actua trap on may a gra u an may vary con era y 'twain RECORD OF SUBSURFACE EXPLORATION BORING NO. &1 OOATION: SURFACE ELEVATION: 24.0 COMPLETION DATE: 2/15/97 FIELD REPRESENTATIVE: DEK PROJECT: Proposed Southcenter BP PROJECT LOCATION: 16200 West Valley Highway Tukwila, Washington PROJECT NUMBER: 6G- 9702009 GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Seattle Milwaukee Los Angeles Washington, D.C. MATERIAL DESCRIPTION Below Surface S No No. Type N 4 u (tsf) p p (tsf) q s Itsfl w (%) PID NOTES 2.5" asphalt over 6" crushed sand and gravel base — — — 18 14 19 5 50/6" 17 33 13 24 , 21 27 15 33 41 31 39 33 31 • • Firm, moist, brown, silty fine SAND with trace gravel Grades to dark brown -gray, fine sandy SILT with trace gravel 1 -SS _ — — 2 -SS Stiff, moist, brownish gray, sandy SILT with buried trees Grades to medium stiff, moist, dark brownish gray, organic SILT with little gravel, fine sand, and wood debris — 3 -SS 10 — — — 4 -SS 5 -SS 15— Q - — Firm, saturated, dark brown to black, fine — SAND with trace silt and buried trees - — — — - Grades to firm, saturated, dark brown to black, fine SAND with fine sandy SILT ,black, and trace wood debris 6 -SS 20— — 7 -SS 25- — 8 -SS 30— — — _ Firm, saturated, dark grayish brown, fine sandy SILT — 9 -SS WATER OBSERVATION DATA REMARKS Z WATER ENCOUNTERED DURING DRILLING! 6.5 ft WATER LEVEL AFTER REMOVAL: CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: • Overstated blowcounts because of burled trees /. I mai r t. L .,..wniv.r< air.•;:: mr+ r:: - h741!1•M, rit.sr2ATr =1rr,Wo-72 4 tt+;ldw i 'i2,:;ktOgirbren,, .fsTi�i!,xj; 1V.�: ^r,4 {,7"AAYd >I:k �• . Ch nges I strata In lcated b the lines are approximate boun ary etween soli types. The actual transition may ba gradual and may vary considerably between borings. Location of Test Boring Is shown on the Boring Location Plan. fN RECORD OF SUBSURFACE EXPLORATION GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Seattle Milwaukee Los Angeles Washington, D.C. BORING NO. 4 &�OGATION: SURFACE ELEVATION: 24.0 COMPLETION DATE: 2/15/97 FIELD REPRESENTATIVE: DEK PROJECT: Proposed Southcenter BP PROJECT LOCATION: 16200 West Valley Highway Tukwila, Washington PROJECT NUMBER: 6G- 9702009 MATERIAL DESCRIPTION Feet Below Surface Sample No. & Type N 'u (tsf) 'p (tsf) 's (tsf) 3 R PID NOTES 2.25" asphalt over 4.5" crushed sand and gravel base _ — 5 4 3 3 21 48 29 , .36 — Loose, moist, brown, silty fine SAND with — trace gravel — Grades to soft to loose, wet, brown, silty — fine SAND to fine sandy SILT — Grades to soft, wet, brown with gray _ mottling, SILT with trace fine sand and = lgravel r 1 -SS 5- — — 2 2-ST 3 -SS 10 _ — 4 -SS Very loose, saturated, dark brown to black, — fine to medium SAND with trace silt — 5 -SS WATER OBSERVATION DATA REMARKS WATER ENCOUNTERED DURING DRILLING: WATER LEVEL AFTER REMOVAL: 9 ft CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: / 777.7 1 ow r. i 1 ( i t. L t. gngea I n trata I d cate es � by the flo are ap �clrrlate b ou d ry petween so il types. r ngs. L ocation of Test or n s shown on thie ro or n L ocatio na n Plan. • actual transition may be gradual and may vary considerably between RECORD OF SUBSURFACE EXPLORATION BORING NO. &0gATION: CB SURFACE ELEVATION: 24.0 COMPLETION DATE: 2/15/97 FIELD REPRESENTATIVE: DEK PROJECT: Proposed Southcenter BP PROJECT LOCATION: 16200 West Valley Highway Tukwila, Washington PROJECT NUMBER: 6G- 9702009 GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Seattle Milwaukee Los Angeles Washington, D.C. MATERIAL DESCRIPTION Feet Below Surface Sample No. & Type N q u (tef) q p (tsf) q s (tsf) w ( %) PID NOTES 3" asphalt over 5" crushed sand and gravel base - — 4 2 2 8 4 18 38 43 26 29 - Very loose, moist, brown, silty fine to — coarse SAND with little gravel (Fill) 1-SS 5 - _ 2 -SS — Very soft, wet, brown, clayey SILT with trace fine sand - Grades to very soft, wet, brown with gray — mottling, clayey SILT with trace fine sand 3 -SS - Loose, saturated, dark brown to black, fine — SAND with trace silt and gravel — 10 — 4 -SS 5 -SS WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLING: 8 ft WATER LEVEL AFTER REMOVAL: CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: s ..77,? T. to FL i o In stres I c sted b the It are f: r ima boundary b stween so typos. T he actua ran on may be gra an may vary considerably 'twain . Lo o. lest Boring is shown o m a Bori L oca ti on la Yn DESCRIPTIVE TERM (% BY DRY WEIGHT) f Trace: 1 -10% Little: 11 -20% Some: 21 -35% And /Adjective 36-50% GEA446 /kah • GENERAL NOTES SAMPLE IDENTIFICATION All samples are visually classified in general accordance with the Unified Soil Classification System (ASTM D- 2487 -75 or D- 2488 -75) 'EGREE OF DEGREE OF LASTIClTY PI EXPANSIVE POTENTIAL PI None to Slight 0 -4 Low 0-15 Slight 5 -10 Medium 15-25 tedium 11 -30 High 25+ igh to Very High 31+ N. A, ARSff'1Nli AST. .' ,® i ISV.. r.1 10.' lHM! GW MYOV, MHf Sn. N, 51 1. wNlK '•:.Nfi'r,IWAWMI.I.V1flNF.1•120. Y .r'. LABO-RATORY TESTING AND SOIL CLASSIFICATION APPENDIX I)) L • • • The laboratory testing was conducted under the supervision of a geotechnical engineer in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Brief descriptions of laboratory procedures, testing results, and soil classifications are included herein. • LABORATORY TESTING AND CLASSIFICATION Moisture Content (w) (ASTM:D-2216) Moisture content is defined as the ratio of the weight of water contained within a soil sample:. to the weight of the thy solids within the sample. Moisture content is expressed as a percentage.' Particle Size Distribution (ASTM:D-421. D-422) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample. The distribution of coarse-grained soil particles (sand and gravel) is determined from a "sieve analysis which is conducted by passing the sample through a series of , nested sieves. Soils passing the U.S. No 200 sieve are considered fine-grained soils consisting of silt and clay. C Itterberg Limits (ASTM:D-423. D-4 4) Atterberg limits are used primarily for classification and indexing of cohesive soils. The liquid and plastic limits are two of the five Atterberg limits and are defined as the moisture content • of a cohesive soil at arbitrarily established limits for liquid and plastic behavior, respectively. Liquid and plastic limits were established for selected samples in general accordance with ASTM:D- 423 and ASTM:D-424, respectively. The results of the Atterberg limits are presented adjacent to the appropriate samples on the exploration logs in Appendix A. Southcenter BP (6G- 9702009) Moisture Content Table Feb. 25, 1997 Boring No. I Sample J Depth (ft) Water Content % B -1 S -1 2.5 -4.0 20.9 B -1 S -2 7.5 -9.0 12.1 B -1 S -3 12.5 -14.0 34.7 B -1 S -4 17.5 -19.0 40.6 B -2 S -1 2.5 -4.0 19.9 B -2 S -2 5.0 -6.5 38.5 B -2 S -4 10.0 -11.5 26.2 B -2 S -5 12.5 -14.0 38.0 B -3 S -1 2.5 -4.0 21.1 B -3 S -2 5.0 -6.5 26.8 B -3 S -3 7.5 -9.0 14.6 B -3 S -4 10.0 -11.5 32.6 B -3 S -5 12.5 -14.0 40.5 B -3 S -6 17.5 -19.0 31.2 B -3 S -7 22.5 -24.0 38.6 B -3 S -8 27.5 -29.0 32.5 B -3 S -9 32.5 -34.0 31.3 B -4 S -1 2.5 -4.0 21.2 13-4 S -3 7.5 -9.0 47.7 B -4 S -4 10.0 -11.5 28.9 B -4 S -5 12.5 -14.0 35.9 B -5 S -1 2.5 -4.0 18.4 B -5 S -2 5.0 -6.5 37.5 Soutlicenter BP (6G-9702009) Moisture Content Table I Depth (ft) Water Content % 10.0-11.5 12.5-14.0 29.1 Sample No. LL PL PI Soil Decription B -1, S -4 27.5 Non - plastic SILT B -4, S -3 35.8 32.1 3.7 Low plasticity SILT _ _ - - - •. ?.. / �o G - - _ _ - U Line: Ip= 0.9(WL - 8) / / - _ I— A - Line Ip= 073(w. -20) I / / / _ _ - - - •. ?.. / �o G - - _ _ / / �, =Q` , �� a� - - _ _ _ / / / ✓ oc G Y' _ _ _ _ = / 1. OL I I . ! 1 1 1 1 I I I ! I t ! _ I I I CL -1WL I I i i i I I I l I I I I 1 or I I I I I I I I I 10 20 30 40 50 60 70 80 90 101 • :/.dL'Stf��vi.cl;f`i <t9 ��'n.� e..w.....,. �.�. .___ - ,. .... I.�. n +mn. r.. wr.+ ncw��+.-.'.`. P T` wCYnofk":+ fn::. SM\+ T. MN.'! A9'.+ a! P�V4+ ttsnMN':! n: cl' �nwl.+ anrro. a., b p. , v+ a�+.hernwwr•h < ✓ +ms9»tv!xG.!\'tW. n;'@iM..:?!M!RIY'�Y:'.r�'IR Project name :Southcenter BP Tested by : NV Location of project :Tukwila, Washington 6 5 10 7 - 4 0 ATTERBERG LIMITS TEST RESULTS ASTM Std. D-4318 Liquid limit. w Project No. : 6G- 9702009 Date of test : 2/25/97 GILES ENGINEERING DISSOCIATES, INC. 100 90 60 70 6o so 40 30 20 0 500 U.S STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS •• ! 4 3 2 I K 1 % K 'l. 3 4 6 B 10 14 15 20 30 40 60 100 50 10 5 * Not shown graphically, the samples have more than 80 % (by weight) passing 200 sieve. 0.6 GRNI SIZE IN MYUMETERS 70 100 140 200 0.1 1 I ti • I C i 4 4 i .1 4 .i�/.�1 or ma.� low I 1 1 1 1 ` 1 1 I X I X---11 I ` I I. -t t X 1 1 0.05 HYDROMETER 0.01 0005 0.001 COBBLES GRAVEL SAND COARSE 1 FINE J COARSE , MEDIUM FINE SILT OR CLAY 10 20 30 40 3 50 s 0 60 ` 70 60 90 100 Boring No. B -1 * B -2 * B -3 Sample No. S -3 S -2 S -9 Depth (Ft) 12.5 -14.0 5.0 -6.5 32.5 -34.0 Classification SILT SILT SILT Nat. w % 34,7 38.5 31.3 Southcenter BP Project No.: 6G- 9702009 Tukwila, Washington Feb.24, 1997 11 $ I PONT OF SOI1. ANALYSIS ASTM STANDARD C6 GILES ENGINEERING P)SSOCIATES, INC, UNIFIED SOIL CLASSIFICATION SYSTEM. (ASTM D•2487) _ ....... .....:... - .. a . �. �. b «: �o4 trioAlthAt.f1,4 ntaMtbisfrO o-! tlttwrsserwu ;YSteCt:6cµ14`064vti : xacauaWwurnuaxN,vrrarnanwtAn:ot amxs'dea1rua*iwr *WWI Ma /or Divisions Group Symbols V C c • • 8 N d z C c w z1 Ara E C .0 • o` 2 c a' aO = O Well•graded gravels, gravel sand mix. tures, little or no fines Poorly graded gravels. gravel-sand mix• tures, little or no fines Silty gravels, gravel-sand-silt mixtures Pt GW GP d GM' u GC Clayey gravels, gravel•sand•clay mix• tures Well- graded sands, gravelly sands, little or no fines Poorly graded sands, gravelly sands, little or no fines Silty sands, sand•silt mixtures Clayey sands. sand•clav mixtures SW SP d SMa U SC ML CL OL Typical Names Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, pr clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Organic silts and organic silty clays of low plasticity MH CH Inorganic silts, micaceous or diatoma• ceous fine sandy or silty soils, elastic silts Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic silts Peat and other highly organic soils • N C .: D a E w o 3 u 1 V C w • 7 1 •. N H u t ?n � c t a n ' C g 0 u` a 32 a ` a t7 C7 m Ch .2 H H .. ° 21,2 — e • c e u A A u c v n c u 4 L o. IN d QO NN C it C C u C, n m Ea Nu � y � � O v N IL r: trf O0 60 50 x 40 30 u °- 20 l0 0 Laboratory Classification Criteria 0 60 2 C • — greater than 4; Cc . (030) between 1 and 3 Dto 0 10 x 0 60 Not meeting all gradation requirements for GW Atterberg limits below "A" line or P.I. less than 4 Atterberg limits below "A line with P.I. greater than 7 Above "A" line with P.1. between 4 and 7 are border - line cases requiring use of dual symbols 060 I0101 C • — greater than 6; C between 1 and 3 Dto D10 X 0 60 Not meeting all gradation requirements for SW Atterberg limits above "A" line or P,I. less than 4 Atterberg limits above "A" line with P I. greater than 7 Plasticity Chart Liquid limit Limits plotting in hatched zone with P.I. between 4 and 7 are_borderline cases requiring use of dual sym- bols 0 10 20 30 40 50 60 70 80 90 I Division Of GM and SM groups into siOO.v.sions of a and u are for roads and 6.rfielOs only Subdivision is based on Atterberg limits, suffix d used when L.L. .s 28 or less and the P I. is 6 or less, the suffix u used when L.L. is greater than 28. Borderline classifications, used for sods oo mg characteristics of two grouas, ate designated by combinations of group svmOOls. For itsample: G•GC, well•graoed gravel•sand mixture With clay binder G ILES EnclnEEalnc $5OCIATES.I11C. Class Compaction Characteristics ".J' Density Standard Proctor (pcf) Compresaility and Expansion Drainage and Permeability Value V an Embankment Material voLuC dtl Subgrade when Not Subject to Frost v &ue aB Temporary Pavement Value as Base Course with Dust Palliative with Bituminous Treatment GW Good: tractor, rubber- tired, steel wheel or vibratory roller 125 -135 Almost none Good drainage,Very stable pervious ExcellentGood Fair to Excellent poor GP Good: tractor, rubber- tired, steel wheel, or vibratory roller 115 -125 Almost none Good drainage, Reasonably pervious stable Excellent Poor to to good fair Poor GM Good: rubber -tired or light sheepsfoot roller 120 -135 _ Slight Poor drainage, Reasonably semipervious stable Excellent Fair to to good poor Poor Poor to fair GC Good to fair: rubber- tired or sheepsfoot roller 115 -130 Slight Poor drainage, Reasonably impervious stable Good Good to fair •a Excellent Excellent SW Good: tractor, rubber- tired or vibratory roller 110 -130 Almost none Good drainage, Very stable pervious Good Fair to poor Fair to Good poor SP Good: tractor, rubber- tired or vibratory roller 100 -120 Almost none Good drainage, Reasonably pervious stable when dense Good to Poor fair Poor Poor to fair SM Good: rubber -tired or sheepsfoot roller 110 -125 Slight Poor drainage, Reasonably impervious stable when dense Good to Poor fair Poor Poor to fair SC Good to fair: rubber- tired or sheepsfoot roller 105 -125 Slight to medium Poor drainage, Reasonably impervious stable Good to Fair to fair poor Excellent Excellent ML Good to poor: Rubber- tired or sheepsfoot roller 95 -120 Slight to medium Poor drainage, Poor stability, impervious high density required Fair to Not poor suitable Poor Poor CL Good to fair: sheepsfoot or rubber -tired roller 95 -120 Medium No drainage, Good stability impervious Fair to Not poor suitable Poor Poor OL Fair to poor: sheepsfoot or rubber -tired roller 80 -100 Medium to high Poor drainage, Unstable, should impervious not be used Poor Not suitable Not Not suitable suitable MH Fair to poor: Sheepsfoot or rubber -tired roller 70 -95 High Poor drainage, Poor stability, impervious should not be used Poor Not suitable Very poor Very poor CH Fair to poor: sheepsfoot roller 80 -105 Very high No drainage, Fair stability, impervious may soften on expansion Poor to Not very poorsuitable Very poor Not suitable OH Fair to poor: sheepsfoot roller 65 -100 High No drainage, Unstable, should impervious not be used Very poorNot suitable Not Not suitable suitable Pt Not suitable Very high Fair to poor Should not be drainage used Not Not suitable suitable Not Not suitable suitable " "The Unified Classification: Appendix A - Characteristics of So Groups Pertaining to Roads and Airfields, and Appendix B - Characteristics of Soil Groups Pertaining to Embankments and Foundations," Technical Memorandum 357, U.S. Waterways Experiment Station, Vicksburg, 1953. 1" Not suitable if subject to frost. G IIES CrtclrlcERIr1G l 1SSOCIAIES.Ir1C. EXPIRES OCTOBER 14, 19981 DAVID EVANS AND ASSOCIATES, RECEIVED cmy OF rukwitA MAY 19 1998 PERMIT CENTER INC. 1716 WEST MARINE VIEW DR. SUITE C, EVERETT, WA 98201 • 425.259.4099 D7 03 7 (0) .._ w, /a AP. Oud‘l/ ease • �,� _ Corw /b /e/ and AM/ Expo rn d e r s / /e.5 P/, ,b a? G 3C`Idv9C, 4sea.i4 », a# __D _ _ �21 / /es - ,oivper/y , cons - ,D 5,q, 7 4464t/ Afe.4 s ih "e/e a ineevm des n /tee, /vas/r, 4 ivs 1C Ac ,8,, 57.4hah, C574 I h a eamini '. •l V" ; eas eapne✓ C.S% . /X yeav __ titer ",64) o. 77,h, 23A, 4 Expo Z;i21r✓ rA#11 A I s , 1 5/ e k ■ 7 s w / / a n r h , L.) D39/94. .AP Vahan n AGle/irq //Ad,' 6 /kj A3(M 70Z4G /47d e. PY/6 3 /Z /NN; (Cec , eaz , s�,41,02-y 11 C5 76 .5 ¢ use /B ".ADS' #4/ /Z I9/ e'54/ f /Y!1 Ate A 45 1 13 use 2.5 / / A5/7 C5pi /(M/ t ,b 05 an / a44 ase ZQii495' al774 ,ifDTAG 4 .49/4 // / 2 `l�GG 75f ,oei/ / 4CSGt/D,) /;-10.7 )e 8' Lo and /' a6apG / 3/ 1 0e err)avh a if /dap : • • il.y`At-fr . • , g ti XI a a +It 51 Al s I k r ■-• 4 .4« • • .1% v D E ••• z cuEmr .;c6 DESCPIPTICN eas 044,1 .5de/A/ /114R L i eSie S■le Av. 07744 frivem 1.73k , • , Aos No/ DAV Sde &A &V14 toptip 3.1/4 . .Tirr',777. 171 1 • : • . • . .1 E.visi Cv/Perit 1 50" Wee,S. cEx/si 40/itif 5/18/98 11 :42:14 am David Evans & Associates Inc Bellevue page 1 . TUKWILA BP STATION OUTFALL CONVEYANCE TO EMBASSY SUITES, BASIN ID: 100yr NAME: 100yr outfall conveyance BP/CS SBUH METHODOLOGY TOTAL AREA . . 4.60 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERV IMP PRECIPITATION....: 3.90 inches AREA . : 1.13 Acres 3.47 Acres TIME INTERVAL • 10.00 min CN....: 85.00 98.00 TC • 7.12 min 1.53 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 50.00 ns:0.1500 p2yr 2.00 s:0.0200 impTcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0200 PEAK RATE 3.50 cfs VOL: 1.28 Ac-ft TIME 470 min BASIN ID: 100yrtot: SBUH METHODOLOGY :TOTAL AREA.,...: RAINFALL TYPE • TIME '-'ABSTRACTION COEFF: BAS IN SUMMARY • NAME: 100yr outfall conv BP/CS/EXPO 8.35 Acres BASEFLOWS: 0.00 cfs TYPE1A PERV 3.90 inches AREA..: 1.47 Acres 10.00 min CN • 85.00 TC 5.00 min 0.20 TcReach - Sheet L: 50.00 ns:0.1500 p2yr: 2.00 s:0.0200 impTcReach - Sheet L: 300.00 ns:0.0110.p2yr: 2.00 s:0.0050 impTcReach - Channel L:1150.00 kc:42.00 s:0.0050 PEAK RATE: 6.03 cfs VOL: 2.39 Ac-ft TIME: 480 min IMP 6.88 Acres 98.00 12.88 min Whtat 5/18/98 11:42:14 am David Evans & Associates Inc TUKWILA BP STATION OUTFALL CONVEYANCE TO EMBASSY SUITES HYDROGRAPH No. 1 Peakrunoff: TIME DESIGN TIME RUNOFF (min) ' (cfs) (min) (cfs) 20 30 40 0.0091 50 0.0367 60 0.0635 70' 0.1227 80 : 0.1755 • 90 0.1996 100 0.2290 110 .0.2481 120 . • 140 '150 160 170 180 190._ 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 0.2668 0.3167 0.3540 0.3573 0.3704 0.3850 0.3914 0.3952 0.4101 0.4147 0.4201 0.4357 0.4394 0.4952 0.5244 0.5219 0.5408 0.5356 0.5482 0.7608 0.8714 0.8370 0.8728 0.8692 0.8852 0.8379 0.8201 0.8299 0.8329 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 710 720 730 740 750 760 770 780 790 800 3.5016 DESIGN TIME arNoFF. 0.8463 810 0.8409 82: 1.5725 83 1.9705 1.8354 2.9674 3.5016 3.3543 2.1058 1.3051 1.6199 1.3207 1.3611 1.3342 1.0562 0.8878 0.9514 0.9220 0.9324 0.9283 0.8757 0.8440 0.8568 0.8435 0.8583 0.8523 0.7362 0.6678 0.6927 0.6853 0.6832 0.6845 0.6916 0.6821 0.6874 0.6923 0.6839 0.6886 0.5724 0.5030 DETAIL HYDROGRAPH SUMMARY (min) 840 850 860 870 , 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1190 1200 cfs DESIGN RUNOFF (cfs) 0.5276 0.5127 0.5206 0.5167 0.5763 0.6146 0.6015 0.6029 0.6093 0.6069 0.6016 0.6114 0.6071 0.6027 0.6120 0.6080 0.4239 0.3325 0.3623 0.3361 0.3561 0.3461 0.4666 0.5356 0.5124 0.5273 0.5200 0.5242 0.4647 0.4264 0.4399 0.6549 0.3384 0.2733 0.5080 0.3932 0.4566 0.4307 0.4382 0.4338 Total Vol: TIME (min) 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1520 1530 1540 1550 1560 1570 1580 1590 1600 DESIGN RUNOFF (cfs) • 0.4434 0.4319 0.4376 0.4418 0.4332 0.4374 0.4424 0.4333 0.4377 0.4427 0.4336 0.4380 0.3779 0.3467 0.3569 0.3432 0.3569 0.3503 0.3467 0.3552 0.3514 0.3464 0.3557 0.3514 0.1080 0.0188 0.0050 0.0014 0.0004 0.0001 TIME (min) 1610 1620 1630 1640., 1650 1660 1670 1680 1690 1700 1710 1720 1730 1740 1750 1760 1770 1780 . 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 7 Belleyue,page • 2 1.28 DESIGN RUNOFF (cfs) ac-ft 5/18/98 11:42:14 am David Evans & Associates Inc - Bellevue page 3 TUKWILA BP STATION OUTFALL CONVEYANCE TO EMBASSY SUITES HYDROGRAPH No. 2 Peak runoff: 3 TIME DESIGN TIME DESIGN RUNOFF RUNOFF (min) (cfs) (min) (cfs) DETAIL HYDROGRAPH SUMMARY 5016 cfs Total Vol: TIME DESIGN TIME RUNOFF (min) (cfs) (min) 10 410 0.8463 810 0.5276 1210 0.4434 .1610 420 0.8409 820 0.5127 1220 0.4319 1620 30 430 1.5725 830 0.5206 1230 0.4376 1630 40 0.0091 440 1.9705 840 0.5167 1240 0.4418 1640 50 0.0367 450 1.8354 850 0.5763 1250 0.4332 1650 60 0.0635 460 2.9674 860 0.6146 1260 0.4374 1660 70 0.1227 470 3.5016 870 0.6015 1270 0.4424 1670 80 0.1755 480 3.3543 880 0.6029 1280 0.4333 1680 90 ' 0.1996 490 2.1058 890 0.6093 1290 0.4377 1690 100 0.2290 500 1.3051 '900 0.6069 1300 0.4427 1700 110 0.2481 510 1.6199 910 0.6016 1310 0.4336 1710 120 0.2668 520 1.3207 920 0.6114 1320 0.4380 1720 130 0.3167 ' 530 1.3611 930 0.6071 1330 0.3779 1730 140 0.3540 540 1.3342 940 0.6027 1340 0.3467 1740 150 0.3573 550 1.0562 950 0.6120 1350 0.3569 1750 160 0.3704 560 0.8878 960 0.6080 1360 0.3432 1760 170 0.3850 570 0.9514 970. 0.4239 1370 0.3569 1770 180 0.3914 580 0.9220 980 0.3325 1380 0.3503 1780 190 0.3952 590 0.9324 990 0.3623 1390 0.3467 1790 200 0.4101 600 0.9283 1000 0.3361 1400 0.3552 1800 210 0.4147 610 0.8757 1010 0.3561 1410 0.3514 1810 220 0.4201 620 0.8440 1020 0.3461 1420 0.3464 1820 230 0.4357 630 0.8568 1030 0.4666 1430 0.3557 1830 240 0.4394 640 0.8435 1040 0.5356 1440 0.3514 1840 250 0.4952 650 0.8583 1050 0.5124 1450 0.1080 1850 260 0.5244 660 0.8523 1060 0.5273 1460 1860 270 0.5219 670 0.7362 1070 0.5200 1470 0.0188 1870 280 0.5408 680 0.6678 1080 0.5242 1480 1880 290 0.5356 690 0.6927 1090 0.4647 1490 0.0050 1890 300 0.5482 700 0.6853 1100 0.4264 1500 1900 310. 0.7608 710 0.6832 1110 0.4399 1510 0.0014 1910 320 0.8714 720 0.6845 1120 0.6549 1520 1920 330 0.8370 730 0.6916 1130 0.3384 1530 0.0004 1930 340 0.8728 740 0.6821 1140 0.2733 1540 1940 350 0.8692 750 0.6874 1150 0.5080 1550 0.0001 1950 360 0.8852 760 0.6923 1160 0.3932 1560 1960 370 0.8379 770 0.6839 1170 0.4566 1570 1970 380 0.8201 780 0.6886 1180 0.4307 1580 1980 390 0.8299 790 0.5724 1190 0.4382 1590 1990 400 0.8329 800 0.5030 1200 0.4338 1600 2000 DESIGN TIME DESIGN RUNOFF RUNOFF (cfs) (min) (cfs) 1.28 ac-ft.. 5/18/98 11:42:14 am David Evans & Associates Inc - TUKWILA BP STATION OUTFALL CONVEYANCE TO EMBASSY SUITES HYDROGRAPH No Peak runoff DETAIL HYDROGRAPH SUMMARY 3 3.5016 cfs Total Vol: 1.28 ac-ft TIME DESIGN ' TIME DESIGN ' TIME ' DESIGN'. TIME DESIGN TIME DESIGN RUNOFF. RUNOFF RUNOFF RUNOFF .' RUNOFF (nin) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (ces):' 10 410 0.8463 810 0.5276 1210 0.4434 1610 20 420 0.8409 820 0.5127 1220 0.4319 1620 30 430 1.5725 830 0.5206 1230 0.4376 1630 40 0.0091 440 1.9705 840 0.5167 1240 0.4418 1640 50 0.0367 450 1.8354 850 0.5763 1250 0.4332 1650 60 0.0635 460 2.9674 860 0.6146 1260 0.4374 1660 70 0.1227 470 3.5016 870 0.6015 1270 0.4424 1670 80 0.1755 480 3.3543 880 0.6029 1280 0.4333 1680 90 0.1996 490 2.1058 890 0.6093 1290 0.4377 1690 100 0.2290 500 1.3051 900 0.6069 1300 0.4427 1700 110 0.2481 510 1.6199 910 0.6016 1310 0.4336 1710 120 0.2668 520 1.3207 920 0.6114 1320 0.4380 1720 130 0.3167 530 1.3611 930 0.6071 1330 0.3779 1730 140 0.3540 540 1.3342 940 0.6027 1340 0.3467 1740 150 0.3573 550 1.0562 950 0.6120 1350 0.3569 1750 160 0.3704 560 0.8878 960 0.6080 1360 0.3432 1760 0.3850 570 0.9514 970 0.4239 1370 0.3569 1770 180 0.3914 580 0.9220 980 0.3325 1380 0.3503 1780 190 0.3952 590 0.9324 990 0.3623 1390 0.3467 1790' 200 0.4101 600 0.9283 1000 0.3361 1400 0.3552 1800 210 0.4147 610 0.8757 1010 0.3561 1410 0.3514 1810 220 0.4201 620 0.8440 1020 0.3461 1420 0.3464 1820 230 0.4357 630 0.8568 1030 0.4666 1430 0.3557 1830 240 0.4394 640 0.8435 1040 0.5356 1440 0.3514 1840 250 0.4952 650 0.8583 1050 0.5124 1450 0.1080 1850 260 0.5244 660 0.8523 1060 0.5273 1460 1860 270 0.5219 670 0.7362 1070 0.5200 1470 0.0188 1870 280 0.5408 680 0.6678 1080 0.5242 1480 1880 290 0.5356 690 0.6927 1090 0.4647 1490 0.0050 1890 300 0.5482 700 0.6853 1100 0.4264 1500 1900 310 0.7608 710 0.6832 1110 0.4399 1510 0.0014 1910 320 0.8714 720 0.6845 1120 0.6549 1520 1920 330 0.8370 730 0.6916 1130 0.3384 1530 0.0004 1930 340 0.8728 740 0.6821 1140 0.2733 1540 1940 350 0.8692 750 0.6874 1150 0.5080 1550 0.0001 1950 360 0.8852 760 0.6923 1160 0.3932 1560 1960 370 0.8379 770 0.6839 1170 0.4566 1570 1970 380 0.8201 780 0.6886 1180 0.4307 1580 1980 390 0.8299 790 0.5724 1190 0.4382 1590 1990 400 0.8329 800 0.5030 1200 0.4338 1600 2000 Bellevue page, 11 :42:14 am David Evans & Associates Inc - Bellevue TUKWILA BP STATION. OUTFALL CONVEYANCE TO EMBASSY SUITES 30. 40 50 60 70 ,80 90 100 . 110 . 120 130 140 150 .160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 HYDROGRAPH No. Peak runoff: TIME DESIGN. TIME :RUNOFF (min) (cfs) DETAIL HYDROGRAPH SUMMARY 6 0289 cfs Total Vol: DESIGN TIME DESIGN RUNOFF RUNOFF (cfs) (min) (cfs) TIME DESIGN, RUNOFF (min)' (cfs) 410 1.5939 810 0.9887 1210 0.8035 420 1.5962 820 0.9679 1220 0.7995 430 2.1766 830 0.9589 1230 0.7985 440 2.9834 840 0.9551 1240 0.8042 450 3.3144 850 1.0013 1250 0.8001 0.0747 460 4.3017. 860 1.0705 1260 0.7990 0.1462 470 5.5241 870 1.0955 1270 0.8046 0.2388 480 6.0289 880 1.1008 1280 0.8005 0.3173 490 5.1342 890 1.1099 1290 0.7994 0.3825 500 3.7128 900 1.1135 1300 0.8050 0.4363.. 510 3.1913 910 1.1094 1310 0.8008 0.4810 520 2.8674 920 1.1244 1320 0.7998 0.5440 530 2.6449 930 1.1161 1330 0.7509 0.6180 540 2.5580 940 1.1111. 1340 0.6863 0.6673 550 2.2788 950 1.1158 1350 0.6633 0.6998 S60 1.9376 960 1.1174 1360 0.6471 0.7297 S70 1.8119 970 0.9623 1370 0.6468 0.7532 580 1.7634 980 0.7669 1380 0.6460 0.7687 590 1.7366 990 0.6965 1390 0.6396 0.7886 600 1.7264 1000 0.6595 1400 0.6436 0.8075 610 1.6761 1010 0.6499 1410 0.6447 0.8210 620 1.6126 1020 0.6451 1420 0.6392 0.8390 630 1.5901 1030 0.7392 1430 0.6435 0.8540 640 1.5751 1040 0.8724 1440 0.6448 0.9022 650 1.5756 1050 0.9202 1450 0.4390 0.9644. 660 1.5759 1060 0.9414 1460 0.1710 0.9985 670 1.4766 1070 0.9508 1470 0.0754 1.0247 680 1.3435 1080 0.9551 1480 0.0332 1.0377 690 1.2955 1090 0.9090 1490 0.0146 1.0492 700 1.2806 1100 0.8398 1500 0.0065 1.2203 710 1.2680 1110 0.8153 1510 0.0028 1.4537 720 1.2634 1120 0.9915 1520 0.0013 1.5608 730 1.2677 1130 0.8618 1530 0.0006 1.6168 740 1.2634 1140 0.6444 1540 0.0002 1.6497 750 1.2625 1150 0.7555 1550 0.0001 1.6717 760 1.2684 1160 0.7779 1560 1.6476 770 1.2648 1170 0.7885 1570 1.6044 780 1.2641 1180 0.7993 1580 1.5876 790 1.1691 1190 0.7975 1590 1.5853 800 1.0363 1200 0.7974 1600 2.39 ac -ft. TIME DESIGN RUNOFF (min) (cfs) 1610 1620 1630 1640 1650 1660 1670 1680 1690 1700 1710 1720 1730 1740. 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 i4 i • k 5/18/98.` 11 :42 :14 am David Evans & Associates Inc. - .Bellevue page TUKWILA BP STATION OUTFALL CONVEYANCE TO EMBASSY SUITES PIPE REACH From To:` Pipe Diameter: Pipe Length Up invert Collection Area Design Flow Pipe Capacity Design Vel Pipe Full Vel PIPE REACH. From: To: Pipe Diameter: Pipe Length Up invert Collection Area: Design Flow Pipe Capacity Design Vel Pipe; Full Vel - ID No. OS #1 2.03 ft 568.0.0 f t. 16:.08 ft 8.35 Ac.. 6.03 cfs 13.81. cfs 3.89 fps 4.37,fps ID No. OS #3 2 03 ft -72.00 ft 16.,30 ft 8.35 Ac. 6.03 cfs 15.13 cfs 4.16 fps 4.78 fps REACH SUMMARY n: 0.0120 s: 0.0025 down invert Dsgn Depth: Travel Time:. Travel Timed 14.66 ft 16.08 ft. Dsgn Depth:' .0 ft 0.29 min PIPE REACH From: To: Pipe Diameter: Pipe Length Up invert Collection Area: Design Flow Pipe Capacity Design Vel Pipe Full Vel ID No: OS #4 1.51 ft 82.00 ft 16.90 ft 4.60 Ac. 3.50 cfs 10.72 cfs 5.06 fps 6.12 fps n: 0.0120 s: 0.0073 down invert: 16.30 ft Dsgn Depth: 0.62 ft Travel Time: 0.27 min OEVT-0005 Roger 011enburg/Architect 515 116th Avenue NE, Suite 202 Bellevue, WA 98004 Prepared by: David Evans and Associates, Inc. 415-118th Ave SE Bellevue, WA 98005 • • December, 1996 1A1 0 RECEIVED CITY OF TUKWILA • JUN 2 1998 PERMIT CENTER Date: March 24, 1997 DAVID EVANS AND .ASSOCIATES, 3209 Rockefeller Avenue Everett, Washington 98201 ADDENDUM BP SERVICE STATION RETAIL DEVELOPMENT SURFACE WATER TECHNICAL INFORMATION REPORT Tukwila, Washington repared by: David Evans and Associates 3209 Rockefeller Avenue Everett, WA 98201 ection III Downstream Analysis has been amended with the following information : The existing outfall . from the site via a 6" pipe at the northeast corner of the site was found not to discharge to the existing ditch along the west side of the Union Pacific railroad embankment Site Runoff is discharged to a 4" perforated pipe which is failing. Existing surface patterns naturally flow to the east and to the existing ditch along the railroad embankment. . Runoff from the site will be discharged via a new 12" pipe connecting to catch basin no. B-3 of the Northwest Expo Center and conveyed to the north by the construction of a new piped system and ditch improvements. Plans for this new system have been previously approved by the City of Tukwila Public Works for the Northwest Expo Center as shown on sheets S-14 and S-15. t m 8 E SJTAIK • , •••,...:••••••••: TABLE OF CONTENTS SECTION VIII Other Permits SECTION VIII Other Permits SECTION IX Erosion and Sedimentation Control Design . SECTION .X Bonds SECTION XI Maintenance and Operations Manual Conventions and Abbreviations Definitions Tables and Figures Page # SECTION I Overview 1 SECTION II Preliminary Conditions Summary 5 Core Requirements 5 Special Requirements 5 Sensitive Areas Ordinance Requirements 6 SECTION III Off Site Analysis DOWNSTREAM ANALYSIS SECTION IV Water Quantity and Quality Control 11 SECTION V Conveyance System Analysis and Design 13 SECTION VI Special Reports and Studies 15 SECTION VII Basin and Community Plan Areas 16 17 21 19 20 21 22 Figure 1 - Technical Information Report Worksheet 2 Figure 2 - Vicinity Map 4 Figure 3 - Drainage Basins and Site Characteristic's 7 Figure 4 - Soils Map 8 Precipitation values 11 Site Subbasin and Hydrologic Data 11 Figure 5 - Site Plan, Facility Improvement Map 14 PROPOSED DRAINAGE SYSTEM SECTION I Overview. This Storm Water Technical Report (TIR) provides storm water requirements and design calculations for the new BP Service Station Retail Development in Tukwila, Washington. The project is located at , 16200 West Valley Highway, in the Green River Basin, Section 25, Township 23 North, Range 4 East (See Figure 2). The project consists of developing a new service station with underground tanks and overhead canopy, a convenience store building, a conveyor system car wash, paved circulation and parking areas, and landscape planters. Proposed frontage improvements along West Valley Highway include curb, gutter and a 6' sidewalk and a storm drain system. The area is primarily commercial. The site is bordered by a hotel to the north, a restaurant to the south, the Union Pacific Railroad to the east, and West Valley Highway to the west. The site is relatively flat, sloping gently to the northeast. EXISTING DRAINAGE SYSTEM AND PROBLEMS The existing site consists of a restaurant building and asphalt paved parking area with landscaped planters. Existing site runoff is collected in two catch basins located near the middle of the parking lot. Flow is conveyed via a 6" pipe and an 8" pipe to the west edge of the property where it is discharged. Off-site flow along the West Valley Highway sheet flows to the large vegetated depression located near the northwest corner of the site The drainage system will consist of catch basins and a closed pipe system that discharges on-site flows to a biofiltration swale that will discharge to the existing catch basin and pipe at the northeast corner of the site. This pipe discharges flow to the existing ditch on the east edge of the property. Runoff from frontage improvements to West Valley Highway will be collected in catch basins and conveyed via a pipe system to the depression at the northwest corner of the site. VARIANCES and EXCEPTIONS The proposed drainage system is designed to meet the 1990 Surface Water Design Manual and no variances are necessary. .. �, h�- :ri "tYn`'Jw4ia: k; .�,.,t•, King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 . PROJECT OWNER AND PROJECT ENGINEER Project Owner Eva Ze f /e s Address 600 Westlake N. ,feud"/e 9g/0 Phone (206 6 23 - 135/7 Project Engineer Ca/hre'n Rosa, P.E. Company Da yid Eva as Assoc, Address Phone 1 / /8th Ave SE Be /levee, WA 98605 (2oG) 455- 357/ PART 3 TYPE OF PERMIT APPLICATION Q Subdivision E Short Subdivision Grading Commercial ED Other PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community C� � C r o f Tv Drainage Basin Erret n Ri■rr PART 6 SITE CHARACTERISTICS Q River Q Stream El Critical Stream Reach Depressions/Swales Lake CI Steep Slopes CI Lakeside /Erosion Hazard Floodplain Q Wetlands 0 Seeps/Springs El High Groundwater Table El Groundwater Recharge E Other PART 7 SOILS Soil Type Slopes v�J /ess /1. 2 7 O Additional Sheets Attatched PART 2 PROJECT LOCATION AND DESCRIPTION Project Name 8P Service S l - - rio E to l / Location °eve loom tnf Township 23 N Range It E. Section 25 Project Size / - / 0 Upstream Drainage Basin Size PART 4 OTHER PERMITS a DOF /G HPA 0 COE 404 El DOE Dam Safety FEMA Floodplain El COE Wetlands 0 Shoreline Management El Rockery El Structural Vaults 0 Other O HPA Erosion Potential s /,i A /- ,.rfi . «.f,,, +,.,R , : AC n/ /A AC Erosive Velocities Pigs 1 of 2 1/90 King County Building and Land Development Utvislon TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Page 2 of 2 PART 8 DEVELOPMENT UMITATIONS REFERENCE Ch. 4 - Downstream Analysis Additional Sheets Attatched LIMITATION/SITE CONSTRAINT Non PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of NGPES Other PART 10 SURFACE WATER SYSTEM Grass Lined Channel Pipe System Open Channel Dry Pond Wet Pond Brief Description of System Operation Runoff will will he (on veyeel in Facility Related Site Limitations Reference Facility O Tank D Infiltration Q Vault Q Depression Q Energy Dissapator Q Flow Dispersal El Wetland El Waiver 0 Stream El Regional Detention dosed pipe sv5/-rm Limitation Method of Analysis 5 B u4 Compensation/Mitigation of Eliminated Site Storage h fo /li hbsI and (how {ha lliSi 1Ln G h, l i/) uh`m Stix.ic Q Additional Sheets Attatched PART 11 STRUCTURAL ANALYSIS (May require special structural review) Q Cast in Place Vault El Retaining Wall E Rockery > 4' High El Structural on Steep Slope Q Other PART 12 EASEMENTS/TRACTS 1 Drainage Easement Q Access Easement Native Growth Protection Easement Q Tract El Other PART 14 SIGNATURE OF PROFESSIONAL ENGINEER 1 or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. C 4. / I (Q,,'"'" SIQn.dO.r. /2 /2sp6 1/90 N;IOIOEVT00051T11DWGIFIG2DGNFUP 12.2191 • • t. This section will address the requirements set forth by the King County Surface Water Management Design Manual Core and Special Requirements listed in Chapter 1. 3. Runoff Control (1.2.3): SECTION II Preliminary Conditions Summary King County Surface Water Management Design Manual Core Requirements 1. Discharge at a natural location (1.2.1): Flow from the site currently discharges to the east via two pipes. The developed site will discharge via the catch basin at the northeast corner. 2. Off -site Analysis (1.2.2): A level 1 downstream analysis was performed for the downstream tributary. A complete summary of the off -site analysis can be found in Section III. A. Peak Rate Runoff Control: No detention will be provided as this project does not increase the flow in the 100 year event by 0.5 cfs or more. The site is currently paved, and the developed condition will not increase impervious area significantly. B: Biofiltration: Biofiltration facilities have been designed to meet DOE water quality requirements for site impervious surfaces subject to traffic through the use of a swale. 4. Conveyance Facilities (1.2.4): Closed pipe systems used to convey on -site runoff will be designed to carry the 25 -year event flow and provide a minimum of 0.5 feet of freeboard between the hydraulic grade line and the top of the structure. 5. Erosion /Sedimentation Control Plan (1.2.5): Erosion control measures are outlined in Section IX. 6. Maintenance and Operation (1.2.6): Maintenance and Operations are covered in section X. No special maintenance will be necessary. 7. Bonds and Liability (1.2.7): This issue is covered in section XI. King County Surface Water Management Design Manual Special Requirements 1. Critical Drainage Areas (1.3.1): This project does not lie within a critical drainage area. 2. Compliance with an Existing Master Drainage Plan (1.3.2): The project is located within the Tukwila Nelson Place /Longacres Way Sub -basin which lies within the Green River Basin. This project complies with improvements identified in the Tukwila Nelson Place /McLeod /Boeing CSTC Storm Drainage Study Technical Report. 3. Conditions Requiring a Master Drainage Plan (1.3.3): The project does not require a master drainage plan. Conditions Summary 5 Adopted Basin or Community Plans(1.3.4): The project drainage report and plans were prepared in conformance with the City of Tukwila Surface Water Standards Ordinance No. 1755 and King County Green River Basin Plan. Special Water Quality Controls (1.3.5): The project will not increase impervious area subject to vehicular use by one acre or more the drainage basin. Therefore, no special water quality controls are required. Coalescing Plate Oil/Water Separators (1.3.6): The project will not increase impervious area subject to vehicular use by five acres or more within a given drainage basin. Therefore, no coalescing plate oil /water separators are required. Closed Depressions (1.3.7): The project is not tributary to a closed depression. Use of Lakes, Wetlands or Closed Depressions for Peak Rate Runoff Control (1.3.8): The project will not use a lake, wetland or closed depression for peak runoff control. Delineation of 100 Year Floodplain (1.3.9): The project is not located within any FEMA designated floodplain. Flood Protection Facilities for Class 1 and 2 Streams (1.3.10): There are no Class 1 or 2 streams within the project area, therefore, no flood protection facilities are proposed. Geotechnical Analysis and Report (1.3.11): The Geotechnical Analysis for the site has not yet been completed, and will be included in the final TIR. 12. Soils analysis and report (1.3.12): The soils underlying this project have been mapped by the United States Department of Agriculture Soil Conservation Service. The maps, issued in November, 1973, identify the soils as "Urban," which is classified as a variable soil type. According to the Sensitive Areas Map Folio, there are no sensitive areas located within or adjacent to this project. Sensitive Areas Ordinance Requirements Conditions Summary 6 Conditions Summary igure 3 : Drainage Basins a Site: Characteristic's Show tributary b1..,in boundaries, location_' of � utfalls`and indicate future outflow, detention and water quality facilities, show and indicate longest` . ength of travel. to RID:fa'cility, 500 foot stationing, streams, wetlands 405 27'30" N k lj OIL5 MAP •i6v0?r C.✓ r:': P i,AV y'r/fRMt :S +V<:'4:A tR*+' a. 1': 1�p1:." 4�' �wM' hC••'. A: JMtrtitr .+.ms ✓::�.w..wq..w.:m�wmw. n..`z. li' IICs 1t _ _e =„� .l 1'1; 1 � � 1►tnle4 © � ' l ' 40v. • 4 _IIIN .N i A a l' iI9 111; I,\ DOWNSTREAM ANALYSIS Standard Requirements (based on Design Manual and SAO) None SECTION III Off Site Analysis This section identifies the tributary basin areas upstream of the project site, and evaluates upstream and downstream drainage system problems. The intent of this section is to demonstrate the proposed project will neither aggravate existing problems or create new drainage problems. 1. Analysis shall extend to a point where the project site constitutes no more then 15% of the basin but in no case less then 1/4 mile (1.2.2 -1). 2. Level 1 Analysis shall show on a map downstream pipe sizes, channel characteristics and a narrative of problems (1.2.2 -2) 3. Level 2 Analysis is required if it is found there is a lack of capacity; overtopping, scouring, bank sloughing, or sedimentation; flooding of structures, road access, or septic fields; significant destruction of aquatic habitat. Analysis shall be performed at each problem site for the 2, 10, and 100 year events; using mannings equation and with tape and hand level measurements. Evaluate problem for existing and proposed conditions. (1.2.2 -3) 4. Level 3 Analysis is require where the proposed project site constitutes 15% of the flow. Analysis must be done using licensed survey and standard step back water methods (1.2.2 -2) 5. Solution of Problem - It must be shown that either the project will neither aggravate an existing problem or cause a new one. Where the project will aggravate a problem then mitigation must be provided. (1.2.2 -3) 6. Discharge at Natural location is required and produce no significant impacts to the downstream property (1.2.1 -1). Special Requirements (based on P-suffix, basin or community plans, and critical designations) Upstream Analysis There are no upstream basins tributary to the site. Runoff from West Valley Highway will continue to discharge to the large vegetated depression located near the northwest corner of the site. It appears this depressed area is connected with a pipe to a depressed area directly across West Valley Highway. However, no pipe was found due to the thick vegetation. The depressed area on the west side of West Valley Highway then drains directly to the Green River. Level 1 Downstream Analysis Field Inspection A field review was performed for the subject property by David Evans and Associates, on Tuesday morning, December 24, 1996. The weather was overcast with a temperature of approximately 40 degrees. The results of the field review are noted below. No problem areas were identified that needed to be specifically looked at for assessment. Drainage System Description and Problem Screening Level 1 - Field review Runoff from the site will be discharged via the existing 6" pipe connected to the catch basin located at the northeast corner of the site. This pipe discharges to the existing ditch located Off Site Analysis 9 along the ,west side (... che Union Pacific railroad embankment ai.,4.1 flows north for approximately 1,000 feet. The ditch has a bottom width of 3 to 4 feet, 3 feet of available depth with 3:1 side slope to the west and 2:1 side slope to the east. A 24" corrugated' black plastic pipe picks up the flow from the ditch behind the Embassy Suites parking lot and conveys it north for approximately 150 feet. An 50' long open ditch section, approximately 4' wide at the bottom, 2' high with 3:1 side slopes carries flow from the 24" pipe to another section of 24" corrugated black plastic pipe. This pipe is roughly 30 feet long and ties into a drainage structure at S 158th Street. At this point a 4'-8" x 1 high box culvert provides the east-west conveyance from S 158th Street to the Burlington Northern Railroad tracks. The analysis was terminated at the railroad tracks which is over 1/4 mile from the discharge point of the BP Service Station. The ditch along the Union Pacific Railroad did not show signs of overtopping or erosion. According to the Nelson Place/McLeod Boeing CSTC Storm Drainage Study the 24" pipe at Embassy Suites and the box culvert on S 158th Street were sized to accommodate flow from the entire sub-basin which includes the proposed BP Service Station site There are no signs of erosion at the pipe intakes or outfalls. downstream drainage does not appear to be warranted. Level 2 and Level 3 analysis were not performed for the project, and additional revievv of the Mitigation includes providing water quality treatment for the impervious surface area subject to vehicular traffic. Water quality will be provided in an on-site biofiltration swale. Off Site Analysis 10 Site Subbasin and Hydrologic Data, (Area in acres, To in Minutes) 2yr Existing Proposed Basin Area CN Imp. Area Tc Pery Area CN Imp. Area Tc 0.11 85 0.99 8.97 0.21 85 0.89 8.43 Precipitation values used in H drologic Analysis (in/24-hours) 2yr 10yr 25yr 3.4" 100yr 3.9" 2.0" 2.9" SECTION IV Water Quantity and Quality Control SITE HYDROLOGY (parts A & B) Calculations for this section are contained in the appendix. Part A - Existing Site Hydrology PART C - DETENTION PERFORMANCE REQUIREMENTS Standard Requirements (based on Design Manual and SAO) Quantity and Quality 11 The majority of the existing site hydrology is building and pavement areas with landscaped planters. Flow from the site is collected in catch basins and discharged via a pipe system to the east side of the site. The developed site hydrology includes construction of a paved parking and circulation area for a service station, car wash and convenience store with landscaped areas. The roof area for the car wash, building and canopy is 11,184 SF (0.26 Ac) and is discharged to the sanitary sewer system. The developed site impervious area subject to vehicular traffic is 27,450 SF (0.63 Ac). The new drainage system will collect surface runoff in catch basins and carry the water via underground pipes to a biofiltration swale located at the northeast corner of the site. 1. Flow rate must release flow at or below existing 2 and 10 year peak rates, the volume to reduce flow to these rates will be increased be 30 %. The system will then be evaluated at the 100 year level and if adverse impacts occur addition mitigation may be required (1.2.3 -2 &3). Existing condition are those that were present in May 1979 (1.2.3 -1) 2. Detention ponds are to be open ponds unless there is no practicable alternative and may be combined with wetponds (1.2.3 -3) 3. Retention facilities must be evaluated for the 7 day 100 year event and downstream over flow path evaluated (1.2.3. 4)(1.3.7 -1). 4. Wetland shall not be used for detention unless there is no alternative, it is a type 3 wetland with its only major function is storage, and the facility is regional in nature. 154(91.C)I 5. Flow control is not required if there is less than 5,000 s.f. of new impervious surface, flow increase is less than 0.5 cfs for the 100 year event, or discharges to the Cedar, Green, Duwamish, Sammamish, Skykomish, Part B - Developed Site Hydrology ;;, Existing Flow (cfs) 100yr Developed 2yr Flow 10yr (cfs) 100yr 2yr 10yr 0.47 0.72 0.85 0.45 0.69 0.82 Snoqualamio, White or Si . rivers; or Lake Sammamish or Washington; or to .let Sound (1.2.3 -5). Flow control is also not required if discharging to a lake, wetland, or closed depression if the increase of floodplain is less than 0.1 feet and permission is secured form affected property owners, water quality treatment is provided before discharge, and if there is an outlet it may need to modified to retain existing 2, 10, and 100 year flow rates (1.3.8 - 1) 6. Bypasses may be permitted is discharge is to the same subbasin and flow rate is compensated for at the detention facility (1.2.3 -6) 7. Off -site flow greater then 50 percent of the 100 year on -site flow must be carried in a separate system around the detention facility (1.2.3 -6) Special Requirements (based on P- suffix, basin or community plans, and critical designations) None, see preliminary conditions, section II. PART D - WATER QUANTITY CONTROL WATER QUALITY 00. As can be seen in the calculations in the appendix, the flow from the site in the proposed condition will not increase by 0.5 cfs in any of the three major design storm events. The flow rates are as follows. Based on these findings, no peak rate runoff control is proposed for the site. Standard Requirements (based on Manual) There are four levels of water quality facilities defined in the 1990 Surface Water design Manual, each level is additive and they do not overlay or replace lower level facilities. These levels are as follows: 1. Oil /Water Separation - required in all pipe conveyance systems serving paved areas. (1.2.4 -3) 2. Biofiltration Facility - required in addition to Oil/Water Separation when the new impervious area subject to vehicular use exceeds 5000 s.f. (1.2.3 -1) 3. Water Quality Pond - required in addition to the biofiltration facility when the new impervious area subject to vehicular use or chemical storage exceeds one acre. (1.3.5) 4. Coalescing Plate Separators - required in addition to Water Quality Pond if there are 5 acres or more of new impervious surface subject to any of the following: 2500 ADT, chemical or petroleum storage, heavy equipment use. (1.3.6) Special Requirements (based on P- suffix, basin or community plans, and critical designations) None, see section II Due to the fact that impervious area on the site that is subject to vehicular use is being cut in half, this site is not subject to standard requirements for water quality. However, the proposal calls for the installation of a biofiltration Swale for the parking lot and circulation area. Sizing of this facility is based on the 6 -month storm event. See the appendix for sizing calculations for this facility. Quantity and Quality 12 .WitdCsSBk?:1"J :.4.∎ waume., o... R......,..;. .....,...,..........:...— ...... .... .........�-- ��•w.sw� Standard Requirements (based on Design Manual and SAO) 1. Facilities must convey 100 year flow without overtopping crown of roadway, flooding buildings, and if sheet flow occurs it must pass through a drainage easement. (1.2.1 -3) 2. New pipe systems and culverts must convey the 25 year flow with at least 0.5 feet of freeboard. (1.2.4 -1) 3. Bridges must convey the 100 year flow and provide a minimum of 2 feet of varying up to 6 feet of clearance based on 25% of mean channel width. (1.2.4. 2)14.3.5 -6) 4. Drainage ditches must convey the 25 year flow with 0.5 feet of freeboard and the 100 year flow without overtopping. (1.2.4.2) 5. Floodplain Crossings must not increase the base flood elevation by more than 0.01 feet 141(83.C11 and shall not reduce the flood storage volume 137(82.A) 41(83.A)1. Piers shall not be constructed in the FEMA floodway. (41(83.F.1)1 6. Stream Crossings shall require a bridge for class 1 streams that does disturb the stream bed or banks. For type 2 and 3 stream open bottom culverts or other methods may be used that will not harm the stream or inhibit fish passage. (60(95.8)1 7. Discharge at Natural location is required and produce no significant impacts to the downstream property (1.2.1 -1). Special Requirements (based on P- suffix, basin or community plans, and critical designations) None The Facility Improvement Map at the end of this section shows a schematic of proposed improvements. Detailed information and calculations are contained in the appendix. OFF -SITE CONVEYANCE There is no off -site conveyance. ON -SITE CONVEYANCE SECTION V Conveyance System Analysis and Design The design of both open channel and closed conduit systems are based on the Rational Formula Methodology. Because the SBUH hydrology method uses rainfall information developed on hourly averages, the Rational formula has been used to develop peak flow rates for conveyance facilities where the time of concentration is less than 30 minutes. Although the Rational Formula make many simplifying assumptions it's rainfall data base is more closely related to smaller times of concentration. Peak flows developed for impervious surface using the rational formula, with times of concentration less then 30 minutes are more conservative then those using the SBUH method. Calculations showing the sizing of the system are included in the Appendix. Conveyance System 13 7; ure 6`= "Situ: Plan, ;Facility provement' ), and 'wa quality :facilities pecial Reports and Studies Sensitiveareas: within, adjacent, or significantly affected by a project shall require a special study Unless there is a substantial showing that :the project' will not affect the area contrary to the goals of the Sensitive Area Ordinance 981 The project lies within the City of Tukwila South CBD Basin Plan. The drainage report and plans were prepared in conformance with the basin plan and the requirements outlined in the City of Tukwila Storm Drainage Ordinance No 1755. COMMUNITY PLAN (1.3.4-1) The project does not lie within an identified Community Planning Area. The plans were prepared in conformance with the City of Tukwila development standards. MASTER DRAINAGE PLAN (1.3.2-1) This project does not require a Master Drainage Plan. This project does not lie within an identified Critical Drainage Basin. 'J• 4 Permits required for this project include: C LEARING AND GRADING PERMIT, City of Tukwila . Other Permits 17 Standard Requirements (based on Design Manual and SAO) Erosion /Sediment Control Plan shall include the following: 1. Facilities required include; rock quarry pad construction access, sedimentation pond, and filter fabric fencing in smaller areas (1.2.5 -1) 2. Timing - For the period between November 1 through March 1 disturbed areas greater than 5,000 s.f. left undisturbed for more than 12 hours must be covered with mulch, sodding or plastic covering:. A construction phasing plan shall be provided to ensure that control measures are installed prior clearing and grading (1.2.5 -1). Planning = Plan shall limit tributary drainage to an area to be cleared and graded. Delineate dimension, stake, and flag clearing limits (1.2.5 -1). Revegetation - Revegitate areas to be cleared as soon as practicable after grading. (1.2.5 -1) Special Requirements (based on P- suffix, basin or community plans, and critical designations) DRAFT Erosion and Sedimentation Control Design SECTION IX Erosion control measures will include silt fences, straw check dams, catch basin inlet protection and ground cover practices. Silt fences will be placed at the downstream edges of all disturbed areas. The plans . ill include details and notes for the use and maintenance of straw check dams, catch basin protection and ground cover practices. Erosion and Sediment Control 18 • SECTION X Bonds The b ond quantity worksheet will be included in the dix ' of the final TIRE ap •., , , , , , .. • • • . .•.,;'• •.' • • • •„. „ . , • Bonds 19 SECTION Maintenance and Operations Manual DRA FT, NOT INCLUDED AT THIS TIME STANDARD MAINTENANCE F acilities will be maintained by standards set forth in•the King County Surface Water Design Manual. Maintenance and Operations 20 • • "r „ r , • ,• • „ „..• • • • • Conventions and Abbreviations Reference Conventions Use of brackets [ 1 indicates reference to the Sensitive Areas Ordinance; [pageti(section#)] Use of () indicates reference to the Surface Water Design Manual; (section#-page#), Abbreviations Ac - Acres CF - Cubic feet CFS - Cubic feet per second COE - United States Army Corp of Engineers DDES - King County Department of Development and Environmental Services DOE - Washington Department of Ecology EPA - United States Environmental Protection Agency FEMA - Federal Emergency Management Agency FIRM - Flood Insurance Rate Map FPS - Feet per second SF - Square feet SWM - King County Surface Water Management TIR - Technical information report Tc - Time of concentration WDF - Washington Department of Fisheries WDW - Washington Department of Wildlife • Conventions and Abbreviations 21 4 1. Base flood - 100 year. event, 1% chance of occurring in a given year." [17(21)] Compensating Storage - equivalent storage, providing equal volume at 1 foot increments. [19(29)] Flood Hazard Area - Areas flooded during base flood associated with streams, rivers, lakes, wetlands, and closed depressions.(21(37)] Landslide Hazard Area -.15% slope with silt or clay soils and have ground water seepage; or areas showing movement since the Holocene epoch (10,000 year ago); or unstable area adjacent to rapid stream incision or erosion; area on an alluvial fan that may inundated by debris flow. [44(47)] Steep Slope Hazard Area inclination of 40% within a vertical change of 10 feet or more [29(68)] Stream [30(69)] Class 1, inventoried as shorelines of the State; Class 2, streams that flow year around or are used by salmonids; Class 3, intermittent or ephemeral during years of normal rainfall. Drainage and irrigation ditches shall not be considered streams unless the are used by salmonids. Wetlands -13217511 Class 1, Unique and Outstanding rating #1, supports endangered or threatened species, 40% open water with two classes of vegetation, greater then 10 acres with 3 classes of wetland including open water, presence of infrequent plant associations; Class 2, Significant rating #2, greater than 1 acre, less than 1 acre with 3 or more wetland classes or classified as forested wetland, contains heron rookeries or raptor nesting sites; Class 3, Lesser concern rating #3, less than 1 acre with up to 2 wetland classes; Where vegetation has been removed an area may be classified as a wetland if there is presence of hydric soil with documentation of previous existence of a wetland. Zero Rise Floodway - Floodway necessary to contain base flood without causing a rise of greater than 0.01 feet. Boundary of floodplain on Flood Insurance studies shall be considered as boundaries of zero rise floodway. [22(37.D)] Definitions 22 50A/ e / We e 1, 1 • 0.26 ,4.c / Cl/ 1 S' ee ovs, a e-e 4 • 0:39 1 - 1 4 = Z(Zo2 5 4. 125' ). (216 67) 99 /Jo 7 :Per ;7dS et■ r fire : 91.8 2 5P '( : 2 / _Tm e,...//0 1.10 0.2/ , 9 4 • ' I/ nie.-464 : , . p • h • • : • • — • , v oey4o9 .;.(93.) 5.75 • 6.1 6nt S,/ (52"/;11 2,288 (0.05 . /16.) • . M/:$117: ( (379(2o') 7 - 3,110 rap 7. de.) 12/23/96 3:18:3'. 9m David Evans & Associate Inc - Bellevue page 1 BP SERVICE STATION RETAIL DEVELOPMENT WATER QUANTITY CALCULATIONS ----------- BASIN ID: Al SBUH . METHODOLOGY TOTAL AREA • RAINFALL TYPE.. PRECIPITATION • TIME INTERVAL.'....: • .ABSTRACTION impTcReach impTcReach PEAK RATE: BASIN ID: A2 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION • TIME INTERVAL ABSTRACTION impTcReach impTcReach PEAK RATE: BASIN ID: A3 SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE • PRECIPITATION TIME INTERVAL ABSTRACTION impTcReach impTcReach PEAK RATE: BASIN SUMMARY NAME: 2-YEAR EXISTING 1.10 Acres KC24HR 2.00 inches AREA..: 10.00 min CN BASEFLOWS: 0.00 cfs PERV 0.11 Acres 85.00. 5.00 min TC 0.20 L: 180.00 ns:0.0110 p2yr: 2.00 s:0.0100 - Channel L: 155.00 kc:42.00 s:0.0070 0.47 cfs VOL: 0.15 Ac-ft TIME: COEFF: - Sheet NAME: 10-YEAR EXISTING 1.10 Acres KC24HR 2.90 inches 10 00 min 480 min BASEFLOWS: 0.00 cfs PERV AREA..: 0.11 Acres CN TC....: IMP 0.99 Acres 85.00 98.00 5.00 min 8.97 min COEFF: 0.20 - Sheet L: 180.00 ns:0.0110 p2yr: 2.00 s:0.0100 - Channel L: 155.00 kc:42.00 s:0.0070 0.72 cfs VOL: 0.23 Ac-ft TIME: NAME: 100-YEAR EXISTING 1.10 Acres KC24HR 3.90 inches 10 00 min AREA..: CN TC 480 min BASEFLOWS: 0.00 cfs PERV 0.11 Acres 85.00 5.00 min COEFF: 0.20 - Sheet L: 180.00 ns:0.0110 p2yr: 2.00 s:0.0100 - Channel L: 155.00 kc:42.00 s:0.0070 0.99 cfs VOL: 0.32 Ac-ft TIME: 480 min IMP 0.99 Acres 98.00 8.97 min IMP 0.99 Acres 98.00 8.97 min 12/23/96. 3:18:34 pm David Evans & Associates Inc - Bellevue page BP SERVICE STATION RETAIL DEVELOPMENT WATER QUANTITY CALCULATIONS BASIN ID A4 SBUH METHODOLOGY TOTAL AREA .RAINFALL TYPE.,..: PRECIPITATION TIME INTERVAL ABSTRACTION COEFF: 0.20 impTcReach - Sheet L: 150.00 ns:.0.0110 p2yr: 2.00 s:0.0080 impTcReach - Channel L: 100.00 kc:42.00 s:0.0070 PEAK RATE: 0.45 cfs VOL: 0.15 Ac -ft. TIME: 480 min BASIN ID: AS SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL ABSTRACTION impTcReach - impTcReach - PEAK RATE: COEFF: Sheet Channel 0.69 cfs BASIN ID: A6 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE • PRECIPITATION • TIME INTERVAL ABSTRACTION COEFF: impTcReach - Sheet impTcReach - Channel PEAK RATE: 0.96 cfs 1.10 Acres KC24HR 2.00 inches 10.00 min 1.10 Acres KC24HR 2.90 inches 10.00 min 1.10 Acres KC24HR 3.90 inches 10.00 min 0.20 L: 150.00 ns: L: 100.00 kc: VOL: 0.31 BASIN SUMMARY NAME: 2 -YEAR DEVELOPED NAME: 10 -YEAR DEVELOPED BASEFLOWS: 0.00 cfs PERV IMP AREA..: 0.21 Acres 0.89 Acres CN 85.00 98.00 TC 5.00 min 8.43 min BASEFLOWS: 0.00. cfs PERV IMP AREA..: 0.21 Acres 0.89 Acres CN 85.00 98.00 TC 5.00 min 8.43 min 0.20. L: 150.00 ns:0.0110 p2yr: 2.00 s :0.0080 L: 100.00 kc :42.00 s:0.0070 VOL: 0.22 Ac -ft TIME: 480 min NAME: 100 -YEAR DEVELOPED BASEFLOWS: 0.00 cfs PERV IMP AREA..: 0.21 Acres 0.89 Acres CN • 85.00 98.00 TC 5.00 min 8.43 min 0.0110 p2yr: 2.00 s:0.0080 42.00 s:0.0070 Ac -ft TIME: 480 min ABSTRACTION impTcReach - impTcReach - PEAK RATE: 12/20/96`.' 2:47:4_ . dm David Evans & Associate Inc Bellevue page BP SERVICE STATION RETAIL DEVELOPMENT WATER QUALITY CALCULATIONS BASIN ID: Al NAME: 6 -MONTH EVENT' SBUH METHODOLOGY TOTAL AREA 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV PRECIPITATION ' 1.33 inches AREA..: 0.21 Acres TIME INTERVAL....: 10.00 min CN 85..00 TC.. 5.00 min BASIN ID: A7 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL....: BASIN SUMMARY. 0.84 Acres KC24HR 3.90 inches 10.00 min COEFF: 0.20 L: 150.00 ns:0.0110 p2yr: 2.00 x:0.0080 Channel L:. 100.00 kc:42.00 s :0.0070 0.20 cfs VOL': 0.06 Ac -ft TIME: 480 min NAME: 100 -YEAR EVENT BASEFLOWS: 0.00 cfs PERV IMP AREA..: 0.21 Acres' 0.63 Acres CN ' • 85.00 98.00 TC 5.00 min 8.43 min ABSTRACTION COEFF: 0.20 impTcReach - Sheet L: 150.00 ns:0.0110 p2yr: 2.00 s:0.0080. impTcReach - Channel L: 100.00 kc:42.00 s:0.0070 PEAK RATE: 0.72 cfs VOL: 0.23 Ac -ft TIME: '480 min _/ ',•.' •„' ■". • .■ • PROJECT: BP Southcenter DESCRIPTION: Biofiltration Swale BEGIN LOCATION: END LOCATION: LENGTH FREEBOARD DEPTH (FT) WATER DEPTH (FT) SIDE SLOPE 1 = (1/H) SIDE SLOPE 2 = (1/H) BOTTOM WIDTH IN FEET MANNINGS VALUE SLOPE OF CHANNEL FT/FT CHANNEL DESIGN FORM 200' f= 1 y = 0.33 H1 3 H2 = 3 b= 1.7 n 0.35 s=' 0.02 The above indicates the design for biofiltration function for the 6-month event. I' Frecbcoecl 7 1-- 2e3iin DO: 0.33' --...,......... TYPICAL SECTION Velocity = Flow, CFS = Top Width 0.23 0.20 9.68. Oes Wed? Stict-e,cc . roi+ 2.(0 (206) c 31 ap- Ge Wafzr SurFe.,ce, 100' c3 5 4 8 . 0 ' 7.2.51 • • • ,..,„ - ••••• -•••••• • . „ , • • • „ : , • • • , • . • , „ ,• • , , , • •• • • ,•" ', • ••• ; • • • , • al 3 : • a 0 2(245)(44) • A st,i 5 1174 r t 4 'r 7 • "kr J " R /::193 (7,05,11.164/r.O,O55/L 2.51 els 2. 0 1 ciLs 2.2/ c 'I P10 /7 • fet. 14 /210, /7/7 .± 4 v1;t , ' 7;, = 5 tr11:1 • /e1d • ='. 2, „ •• • , .. • ... • • .•, . . 2. 2/ cfr..r /2" coac,efre, 4 / 0. 13g • •713.5" RECEIVED JUN - 5 1998 TUKWILA PUBLIC WORKS 617\1 or sA-T-7Lz TUX 5 A 411-4 C.A.5 n1 /TES 'S174 95,59 RL CE1VEE ,IUN -5 1998 TUKWILA PUBLIC WORK -4411 /OF; /4 y AO 514 5 C24 1UUfO2'i iZ4 . Nul SL✓C 26 TAN 23 24 fi'Ay AceoUNT NumG6K -S DOOGao- 00 -- X4; •) 0 N .. /se S 158TH ST to N G 1 f 7A t 10'ti N 1 L ' /5' 5710.e...di e11ss' r 8P tg NBS• -7W 2Z9•92 .io..PVEY */4+ { 9 9.00 P - 1 • - • r y ♦ • r 1 U. 0. Z 0 E cf3 I— n 2 a o a: N .G t ik a INSPECTED BY DATE DEPOSIT REFUND AMOUNT $ APPLICATION APPKOVED FEE PAID & DEPOSIT COLLECTED DEPOSIT NO. APPLICATION REJECTED BY DATE FACILITY KROLL PAGE GEO -CODE CITY OF SEATTLE - SEATTLE PUBLIC UTILITIES UTILITY USE PERMIT R -98 -007 (345/414) PERMISSION IS HEREBY GIVEN to the following named petitioner: TUKWILA STATION, LLC, 600 Westlake Avenue N., Seattle, Washington 98101, for installation, maintenance and operation of two (2) underground 12" Storm Drainage Pipes within 24" steel casings. Said Storm Drainage installations to be located within the Cedar River Pipeline #4 right -of -way located within West Valley Highway (SR -181), and also within that portion of the Cedar River Pipeline lying westerly of Puget Sound Energy's PSE R/W and Easterly of West Valley Highway (SR -181), both situated in the Northwest 1/4 of the Northwest 1/4 of Section 25, Township 23 North, Range 4 East of W.M. in King County Washington: Said storm drainage pipe installations to be located in the approximate following locations: (1); Beginning at a point on the Easterly line of SR -181 (West Valley Hwy.) with the North line of the Cedar River Pipeline #4 right -of -way, said point being approximately 12 feet West of the Easterly line of the SR -181 (West Valley Highway); thence in a southerly direction to a point approximately 12 feet west of the Easterly line of SR -181 with the Southerly line of the Cedar River Pipeline #4 and the terminus of this description. (2), A 10 foot wide crossing of CRPL # 4 R/W having 5 feet of such width on each side of the following described centerline: Beginning at a point on the Northerly line of the CRPL# 4 R/W 12.5 Westerly of the Westerly line of Puget Sound Energy's PSE R /W; thence in a southerly direction to a point on the Southerly line of the Cedar River Pipeline #4 R/W said point being 12.5 feet West of the Westerly line of said PSE R/W and the terminus of this description. And as show on the attached EXHIBIT "A" and made a part hereof. Said permit issued under the following terms and conditions: Use steel casing for both crossings of the Cedar River Pipeline #4 right -of -way. Maintain a 12" separation between the Storm Drainage System(s) and the water pipelines. NOTE: Potholing is required and Permittee must call (206) 255 -2242 to arrange for Dennis Richardson (Lake Youngs Shops) or other Seattle Public Utilities supervisory personnel to be on site during any potholing and /or construction. Seattle Public Utilities shall be notified 48 Hours before any potholing and /or construction can commence. SUBJECT to City of Seattle ordinances and regulations and to the following terms and stipulations: 1. To the fullest extent permitted by law, the Permittee agrees that the City of Seattle shall not be responsible for any injury, loss or damage of any kind or description which may accrue to or be sustained by any person, firm, corporation or other entity by reason of the construction, maintenance, operation or use of said installation, or the use and occupancy of the property referenced above by the Permittee, its successors or assigns. In the event any suit or action be brought against the City by reason thereof, the Permittee, its successors or the assigns, shall indemnify and save the City harmless therefrom, and shall upon notice to it of the commencement thereof, defend such suit or action at its sole cost and expense and will fully satisfy the final judgment rendered in any such or action except for that portion, if any, of such injury, loss or damage that results in such judgment, which is attributable to and proximately results from negligence of the City, its agents, employees or officers. 2. Permittee agrees at all times to maintain for the protection of the City a liability insurance policy with an insurer approved by the City, naming the City as an additional insured and providing that it shall not be cancelable except upon ten days prior notice in writing to the Director of Seattle Public Utilities at offices located at 710 Second Avenue, Seattle, Washington, 98104, with limits of liability as maintained by Permittee or with limits of $5,000,000.00 for injury to any one person and $5,000,000.00 in the aggregate for injuries to any number of persons in any on accident, and $5,000,000.00 property damage, whichever limits are greater: insuring against loss or damage arising out of or resulting from the use and occupancy of the permit area by Permittee and to furnish the Director of Seattle Public Utilities with certificates evidencing that such policies are in effect. 3. The Seattle Public Utilities shall be notified (386 -1800) two days before work is begun. 4,. Permittee's use of the City's right of way shall in no way interfere with the City's present or future use of said right of way for any purpose. Work to be prosecuted with diligence, and with due respect to all property, contracts, persons, rights and the interests and convenience of the public, Permittee agrees to restore the premises to the condition found, or better. 5, If at any time the City shall install, repair or replace a pipeline or pipelines at said Storm Drainage System crossing, Permittee upon written notice from the City shall temporarily remove its Storm Drainage System at its own expense during the City's installation, repair or replacement and shall replace same at its own expense under the supervision of the City. 6. Permittee agrees upon being billed therefor to pay for any increase in the City's cost of installing, replacing or repairing the City's pipelines or other City improvements resulting from the existence of Permittee's Storm Drainage System. 7. Permittee agrees to pay to the City the reasonable cost of repair of any of the City's facilities damaged by the installation, operation or maintenance of Permittee's Storm Drainage System. 8. Permittee agrees that the City shall not be liable for any damage to said Storm Drainage System by reason of any construction, alteration or improvement by the City, its agents or representatives, except where such damage is caused by the sole or comparative negligence, of the City, Its agents or employees. 8A. The Permittee shall notify the City prior to installing cathodic protection to facilities approved by this Permit. Permittee will provide, at its own expense, appropriate corrosion control measures to protect the City's facilities from stray electrical current caused by Permittee's facilities. The City will notify the Permittee of any future cathodic protection facilities installed by the City, and Permittee shall be responsible for installing and maintaining stray current mitigation measures to its facilities. The Permittee shall join with the City in cooperative testing for stray current interference. The City shall not be responsible for any corrosive damage to Permittee's facilities caused by the City's existing or future cathodic protection installations, except where such damage is caused by the sole or comparative negligence of the City, its agents or employees. 9. The annual use fee for this permit shall be $300 due and payable in advance on or before January 1st of each year. This fee is subject to change. 10. This permit is revocable upon thirty days notice by the Director of Seattle Public Utilities 11. This permit is not transferable. 12. One copy of this permit must be on -site during installation by Permittee or Permittee's agent. All work shall be completed by December 31, 1998. 13, This permit is invalid unless approved by the City of Seattle and executed in acceptance by Permittee. 14. Payment of application fee: $500 to cover costs of administration, inspection, etc. If costs to the City of Seattle in conjunction with this permit exceed the permit fee, Permittee agrees, upon being billed, to pay such reasonable costs. APPROVED By Y THE SEATTLE WATER DEPARTMENT Manager, Real Property Services ACCEPTED BY Tukwila Station, LLC Evans N. Zefkeles Date 5 7/ j e Date I 20,51 1,1 LE •2)5 WPROXI!lia 111AS CIV ROCK SLORE. 601001 Rf.O. lERVAR. I s. 33urrxmotcox J. • 4.422 XIST1Nc F.H. ..t narilizirMeromorArerziriamiorn C.D.\ 3 TYPE 1 G.E..24.02 MU Ns • t.ls CONCRETE ( BLOCK WA11. TOP ELEV. 23. BASE ELEV, 1 SM HOTEL PROJECT Mil 2 IN ELEV. 23.5 E. 16.90 9\ ' EXTENSION CF f CARWA91 ITAINDMICN WA WB ELEV. 25.40N 't F.0 1101104 19.9 ' SEE ARC1111ECW4L DRAWINGS , 2-3,90 I.E. 10.87 •I 2 WAY C11/ %PACE 1.1N TO WATER I PLAN CONN CONVEN • STO FIN. FLOOR I • • 101 II • •Lt..1 II DS 0' V IL 11.42 I 1 11 1 ■ 411) Ll•rINC, ,/ III (1)• ../ / • v / .4- • I 'Co I.E. 19.53 i • -- • „ „ • ••3 • (0) tr AL • 10 OF' .82 , . 701: 5a). 3. r , �..z���._..w�= - ..; • 9806041802 THIS INSTRUMENT DRAFTED BY AND UPON RECORDING OF THIS INSTRUMENT PLEASE RETURN TO: David J. Yung Attorney at Law 2575 University Avenue West Suite 150 St. Paul, MN 55114 RECITALS STORM SEWER EASEMENT AND MAINTENANCE ALLOCATION AGREEMENT THIS STORM SEWER EASEMENT AND MAINTENANCE ALLOCATION AGREEMENT ( "Agreement ") is made effective as of this 20 f day of a , 1998, by and between CSM LODGING, L.L.C., a Delaware limited liability dompany (herein, "Grantor" or "CSM ") and TUKWILA STATION, L.L.C., a Washington limited liability company (herein, "Grantee" or "TSLLC "). FIRST: Grantor is the fee owner of the real property located in the City of Tukwila, King County, Washington which is legally described in EXHIBIT A attached hereto and incorporated herein by reference (the "CSM Parcel "); SECOND: Grantee is the fee owner of the real property located in the City of Tukwila, King County, Washington, which is legally described in EXHIBIT B attached hereto and incorporated herein by reference (the "TSLLC Parcel "); THIRD: Grantor and Grantee are or will be the grantees and benefitted parties under the following easement agreements: (i) STORM SEWER EASEMENT AGREEMENT between the Estate of Helen B. Nelsen, as grantor, and CSM and TSLLC, as co- grantee, (ii) STORM SEWER EASEMENT 9806041802 AGREEMENT between KOAR - SEATAC PARTNERS, L.P., as grantor and CSM and TSLLC, as co- grantee, and (iii) AGREEMENT AND EASEMENT FOR STORM SEWER (the "PSE Easement ") between PUGET SOUND ENERGY, INC. ( "PSE "), as grantor, and CSM and TSLLC, as co- grantee (collectively, the "Easement Agreements "). The storm sewer easement area granted to Grantor and Grantee pursuant to the Easement Agreements is depicted in EXHIBIT C attached hereto, legally described in EXHIBIT C -1 attached hereto and is referred to herein as the "Adjacent Easement Area ". The storm sewer lines and system installed or to be installed within the Adjacent Easement Area are collectively referred to herein as the "Adjacent Storm Sewer Lines ". 4i FOURTH: Grantor and Grantee desire to (i) establish an easement for underground storm sewer purposes under and across the CSM Parcel for the benefit of the TSLLC Parcel, and (ii) allocate among Grantor and Grantee, and their respective successors and assigns, (a) responsibility for performing and paying for the installation, operation, maintenance and repair of the Storm Sewer System (defined herein), and (b) the consideration payable to PSE for PSE Easement, all upon the terms and conditions set forth herein. NOW, THEREFORE, in consideration of the mutual covenants set forth herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by Grantor and Grantee, the parties hereby agree as follows: AGREEMENT 1. Easement Parcel. Grantor, for itself, its successors and assigns, does hereby grant, convey and quit claim unto Grantee, its successors and assigns, a perpetual, non - exclusive, appurtenant easement (the "Easement ") for the installation, operation, maintenance, repair and replacement of an underground storm sewer line (the "Storm Sewer Line ") under and across that part of the CSM Parcel in approximately the location depicted EXHIBIT D attached hereto and incorporated herein by reference and legally described in EXHIBIT D -1 attached hereto and incorporated herein by reference (the "Easement Parcel "). Except for the rights expressly granted herein to Grantee, there is hereby reserved unto Grantor, its successors and assigns as owner of the CSM Parcel (i) the right to grant additional easements over and under the Easement Parcel to third parties, including but not limited to similar utility easements, provided that such easements do not interfere with Grantee's use of the Easement Parcel, (ii) the right to connect to or tap into and utilize the Storm Sewer Line for storm water drainage from the CSM Parcel, and (iii) all rights in and to the surface and subsurface area of the Easement Parcel, including without limitation, use of the surface and subsurface area of the Easement Parcel for installation of curbing, parking areas, drive aisles and landscaping, and any other uses and purposes of any nature whatsoever that do not materially interfere with Grantee's usage of the Easement Parcel. 2. Scope and Use of Easement Parcel. Grantor and Grantee acknowledge and agree that the sole purpose of the Easement shall be to provide Grantee, its agents, employees and contractors (collectively, "Authorized Users ") with the right to install, operate, maintain, repair, and replace an eighteen inch (18 ") underground storm sewer line within the Easement Parcel ( "Permitted Use "). The Easement Parcel shall not be utilized by Grantee or its Authorized Users for any other purpose other than the Permitted Use, except with the prior written consent of Grantor given in its sole and absolute discretion. Except as may be reasonably necessary to perform installation, construction, maintenance or repair work within the Easement Parcel, Grantee and its Authorized Users shall be not drive semi - trailers, straight trucks, or construction vehicles, equipment or machinery on or over the CSM Parcel, and storage of any such trucks, vehicles or machinery on or within the CSM Parcel is expressly prohibited. Grantee further agrees not to erect, install or maintain any barriers, fences, curbs, walls, ditches, barricades or other surface improvements, structures or obstacles on or anywhere within the Easement Parcel or the CSM Parcel. Grantee shall give Grantor not less than forty-eight (48) hours prior written notice prior to entry upon the CSM Parcel for any Permitted Use hereunder. 2 Grantee agrees to repair, replace and restore any damage or disturbance of any curbing, paving, landscaping, signs, utility lines or other property or improvements now or hereafter located on or under the CSM Parcel to the extent caused by Grantee or its Authorized Users during any installation, maintenance, repair, replacement, or removal of the Storm Sewer Line, to substantially the same condition as existed immediately prior to such work. All work performed by or through Grantee on the CSM Parcel shall be performed expeditiously and in a first class manner. 3. Installation, Maintenance and Repair of Storm Sewer Line and Adjacent Storm Sewer Lines. a. Installation. Grantee shall be responsible for initial installation of the Storm Sewer Line and Adjacent Storm Sewer Lines (collectively, the "Storm Sewer System ") within the Easement Parcel and Adjacent Easement Area. Upon consummation of the Easement Agreements and full execution of this Agreement, Grantee shall proceed with reasonable due diligence to install the Storm Sewer System in accordance with plans and specifications agreed upon between the parties. Upon completion of installation of the Storm Sewer System and restoration of the surrounding area by Grantee, Grantor shall reimburse Grantee for one -half (1/2) of the costs incurred by Grantee in performing such installation work, provided that Grantee delivers reasonably satisfactory evidence to Grantor substantiating costs incurred by Grantee for such work. b. Operation, Maintenance, Repair and Replacement. After initial installation of the Storm Sewer System and restoration of the surrounding area by Grantee, all operation, maintenance, repair and replacement of the Storm Sewer System shall be performed by Grantor, provided, however, that Grantee shall reimburse Grantor for one half (1/2) of the costs of any such work, payable promptly upon Grantor's completion of any such work and delivery to Grantee of reasonably satisfactory evidence substantiating costs incurred by Grantor for such work. 4. Allocation of PSE Costs. Grantor and Grantee agree that any consideration or costs payable to PSE for or pursuant to the PSE Easement shall be divided equally (50/50) between the parties, and if one of the parties pays PSE in full, then the other party shall promptly remit its share of such costs to the paying party upon receipt of written demand for payment. Notwithstanding the foregoing, each party shall be responsible for any costs arising from its own actions or omissions. 5. Nature of Easement. The Easement created herein shall be appurtenant to the TSLLC Parcel, and any conveyance of fee title to the TSLLC Parcel; or any part thereof, shall be deemed to include a conveyance of the Easement appurtenant to and for the benefit of the TSLLC Parcel, regardless of whether the Easement is specifically identified in the instrument of conveyance. The covenants and obligations of the parties set forth in this Agreement shall benefit and burden both the TSLLC Parcel and the CSM Parcel and shall run with the land and shall be perpetual in duration. Nothing contained herein shall constitute a dedication of any interest in the Easement Parcel or the CSM Parcel to the general public or for the general public's use. 6. Self -Help Remedies. If either party shall default with respect to any of its obligations set forth herein (including but not limited to its installation or maintenance obligations) and shall fail within fifteen (15) days after receipt of written notice from the non - defaulting party to cure such default, then the nondefaulting party shall have the right, at its election, but not the obligation, and in addition to such other rights and remedies as may be available at law or in equity, to cure such default for the account of the defaulting party, and shall be reimbursed by the defaulting party for the reasonable costs and expenses so incurred within ten (10) days of receipt of written demand for 3 payment from the non - defaulting party, together with reasonable documentation substantiating such costs and expenses. The fifteen (15) day cure period shall be extended in cases where the default cannot be cured within fifteen (15) days but can be cured during a longer time, so long as the defaulting party commenced cure within the initial fifteen (15) day period and is diligently pursuing such cure. In the event of an emergency, no prior notice shall be required to be given by the nondefaulting party prior to exercising its remedies hereunder so long as the nondefaulting party provides written notice of such emergency to the defaulting party promptly upon completion of cure. 7. Indemnification and Hold Harmless. Grantee, on behalf of itself, its respective heirs, administrators, legal representatives, successors, devisees and assigns in title to the TSLLC Parcel, and its Authorized Users, hereby agrees to indemnify, defend and hold harmless Grantor, its officers, directors, shareholders, members, managers, employees, agents, successors and assigns, and any holder of a mortgagee or deed of trust now or hereafter of record against the CSM Parcel, from and against any and all damages, liability, fees, penalties, costs and claims, including without limitation, those for personal injury, wrongful death or property damage (collectively, "Liabilities ") asserted against or incurred by the owner of the CSM Parcel arising out of or related to the actions or omissions of Grantee or its Authorized Users on or about the CSM Parcel. Grantee shall not permit and shall promptly discharge of record any claim, lien or other encumbrance filed against the Easement Parcel or the CSM Parcel that arises from use of the Easement Parcel or work performed on the CSM Parcel by or through Grantee or its Authorized Users. 8. Insurance. At all times during entry upon the CSM Parcel, Grantee shall keep and maintain in full force and effect a policy of commercial general liability insurance for at least one million dollars ($1,000,000) written on an occurrence basis insuring Grantee, and naming Grantor and any designated management agent or holder of a mortgage or deed of trust against the CSM Parcel as additional insureds, to cover all claims for death, personal injury and property damage and the cost of defending the same arising out of the actions or omissions of Grantee or its Authorized Users on or within the Easement Parcel and the CSM Parcel. Prior to commencing installation of the Storm Sewer Line, and thereafter upon request of Grantor, Grantee shall provide Grantor with a copy of said policy or certificate(s) evidencing such insurance coverage. 9. Arbitration. All disputes concerning this Agreement shall be resolved by binding arbitration under the Rules of the American Arbitration Association. In any such action or proceeding brought to enforce any of the terms of this Agreement, including the indemnification terms, the prevailing party shall be entitled to an award of its costs and disbursements, including reasonable attorneys' fees and costs. 10. Notices. All notices and demands given or required to be given by either party hereto to the other party, shall be deemed to have been properly given if and when delivered in person, sent by facsimile (with verification of receipt), or one (1) business day after having been deposited for overnight delivery with a reputable commercial courier, addressed as follows (or sent to such other address as either party shall specify to the other party pursuant to the provisions of this Section): TO GRANTOR: CSM LODGING, L.L.C. ATTN: Director of Property Management 2575 UNIVERSITY AVE. W., #150 TO GRANTEE: TUKWILA STATION, L.L.C. ATTN: Evan Zefkeles 600 WEST LAKE NORTH ST. PAUL, MN 55114 -1024 PHONE: 612/646 -1717 FAX: 612/646 -2404 CAROLYN McCUNE NOTARY PUBLIC:- MINNESOTA My Comm. Expires Jan. 31, 2000 c:1wpS 1 \agrceltukwila2.eas tary Publ tary Public The foregoing instrument was acknowledged before me this 20 ( day of /day 1998, by /Lf`rrai goe the i/ite. ?WSJ of CSM Properties, Inc, a Minnesota corporation, the Manager of CSM Lodging, L.L.C., a Delaware limited liability company, on behalf of the corporation. The foregoin instrument was acknowledged before me this ) ? day of MA-7 1998, by / n, S Y! . Z e Fle e / ei the i1fc� >, .;Ns them b f Tukwila Station, L.L.C:; a Washington limited liability company, on aehalf of the company. 44 BURC,,). f s ' NOTARY N : L • — *— N ' PUBLIC of 2 . J► '. p o ° 0 � • l i7j 1. 9• Z t ♦♦♦ • .• Op WAs � p I' The undersigned, TOSCO MARKETING COMPANY, a division of TOSCO CORPORATION, a Nevada corporation, the Beneficiary under that certain DEED OF TRUST, SECURITY AGREEMENT AND FIXTURE FILING dated November 24, 1997 (Recording No. 9712110617), which was executed by TUKWILA STATION, L.L.C., a Washington limited liability company as Grantor, and encumbers the TSLLC Parcel described in the foregoing Storm Sewer Easement Agreement, does hereby join in the execution of the foregoing Storm Sewer Easement Agreement for the purpose of evidencing its consent thereto and recognizing that its interest in the TSLLC Parcel is subject to the covenants, terms and conditions created therein. STATE OF OJR COUNTY OF k4 ij G-i CONSENT OF BENEFICIARY "BENEFICIARY" TOSCO MARKETING COMPANY, a division of TOSCO CORPORATION By: Its: 1)12. PAoFiT rE4.1 The foregoing instrument was acknowledged before me this 5 day of , 1998, by •Jrrvv Hu51-1g60t. , the (IK. PeOPir of TOSCO TING COMPANY, a division of TOSCO CORPORATION, a Nevada corporation, on behalf of the corporation. 7 `iitati■-■ No Public The undersigned, WASHINGTON MUTUAL BANK, a Washington corporation, d/b /a Enterprise Bank, the Beneficiary under that certain DEED OF TRUST, SECURITY AGREEMENT, ASSIGNMENT OF LEASES AND RENTS AND FIXTURE FILING dated October 30, 1996 (Recording No. 9611010435), and that certain DEED OF TRUST, SECURITY AGREEMENT, ASSIGNMENT OF LEASES AND RENTS AND FIXTURE FILING dated October 30, 1996 (Recording No. 9611010437), each of which was executed by TUKWILA STATION, L.L.C., a Washington limited liability company as Grantor, and encumbers the TSLLC Parcel described in the foregoing Storm Sewer Easement Agreement, does hereby join in the execution of the foregoing Storm Sewer Easement Agreement for the purpose of evidencing its consent thereto and recognizing that its interest in the TSLLC Parcel is subject to covenants, terms and conditions created therein. STATE OF OAS ti r \lc Gn COUNTY OF k CONSENT OF BENEFICIARY )ss. sselm,,� b t , S Ar eu • L . p NOTARY ,9N • • #— i .. = s PUBLIC c ? _ %v.:04R 9.1.' ••q Op WAso to. "BENEFICIARY" WASHINGTON .L AL BANK By: Its: t• The foroing trument was acknowledged before i e this I'1 �f h day of YYI'- , 1998, by rGoldL. b e - , the (Alec PresieJC. -r7 of WASHINGTON MUTUAL BANK, a Washington corporation, on behalf of the corporation. tary Public i z EXHIBIT A • LEGAL DESCRIPTION OF CSM PARCEL T hat portion of the Donation Land Claim of the Heirs at Law of Henry Meader, Deceased, Designated as Claim No 46, being parts of Sections 24 and 25 in Township 23 North, Range 4 East '. 'W.M., Lying Easterly of the Easterly Margin of State Road No. 181 as conveyed under Deed recorded under Recording No 984951 and as widened by Superior Court Cause No 592029; lying Westerly of the Puget Sound Electric Railway Right -of -Way; Lying Northerly, of the City of Seattle Bow Lake Pipeline as conveyed by Deed recorded under Recording No. 4151067; and lying Southerly of a line 446.38 feet South and parallel, when measured at right angles to the South line of. South 158th Street (Also known as a portion of Boundary Line Adjustment No 88 -4 -BLA recorded under Recording No.. 8809301116); Situate iri the. City of Tukwila, County of King, State of. Washington. EXHIBIT B LEGAL DESCRIPTION OF TSLLC PARCEL That portion of Government Lots 2 and 11 of Henry Meader Donation Land Claim No. 46, all in Section 25, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the centerline of the West Valley Highway also known as State Road No. 181, with the North line of the South 210 feet of said Government Lot 11, and its Westerly prolongation; thence South 87 degrees 47 minutes 19 seconds East along said North line 40.76 feet to the East margin of said Highway and the point of beginning; thence North 8 degrees 51 minutes 30 seconds West along said Easterly Highway Margin 808.08 feet to the South line of the City of Seattle's Bow Lake Pipeline Right of Way; thence South 87 degrees 13 minutes 12 seconds East along said. South Right of Way line 273.28 feet to the Westerly line of. a 100 foot Right of Way conveyed to Puget Sound Power & Light Company by Deeds recorded under Recording Numbers 2629432 and 2644020, formally known as Puget Sound Electric Railway Right of Way; thence South 1 degree 13 minutes 24 minutes East along said Westerly Right of Way line 791.76 feet to the North l ine of the South 210 feet of said Government Lot 11; thence North 87 degrees 47 minutes 19 seconds West along said North line 165.55 feet to the point of beginning; Except that portion lying South of a line parallel with and distance of 5 feet North, . measured at right angles from the following described line: Beginning at the point of intersection of the South line of the Henry Meader Donation Claim No. 46 and the Centerline of West Valley Highway, also known as State Road No. 181; thence North 8 degrees 52 minutes 29 seconds West a distance of 48.98 feet d. along said Highway Centerline; thence South 85 degrees 30 minutes 26 seconds East 41.14 feet to CD (.0 the Easterly Margin of said Highway and true point of beginning of this described line; thence O continuing South 85 degrees 30 minutes 26 seconds East 227.79 feet, more or less, to the Westerly Margin of said Puget Sound Electric Railway Right of Way and the terminus of this described line. (NOTE: The above described real property has been platted as "Lots 1 and 2 of Short Plat Number L97- 0053" recorded on April 21, 1998 as Recorders Certificate Number 9804219002) ® 41 W ! EsIe" rtot ~) • . ;' A f 01io 61-11 et R r r 4 /r - ae •. ■ /Bf; le • eh r a go • s 158TH 57 • II e MUMS DEPICTION OF ADJACENT EASEMENT AREA • do" 1 I I r ,� . 1 1� • 1 W 1 • C.5 M t oTEL -- :5 114 a . :IS' I? , f cnf 4.5"11 /•;ss'r✓ 1 1 0 45' amen eAceaseebvf • • V1 Z0. A • h • /o aas� • • • u u a z. 0 -' Z d a: El u) J yT 0. • 0 4 EXHIBIT C -i LEGAL DESCRIPTION OF ADJACENT EASEMENT AREA (Page 1 of 2) The Easterly 15.00 feet of the South 100.00 feet and the East 10.00 feet less the South 100.00 feet of the following described property: That portion of Henry Meader Donation Claim No. 46 in the Southeast Quarter of the Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing on the 2M line survey of Primary State Highway No. 1 Green River Interchange at Highway Engineer's Station 2 -M 149 +25.97 P.O.T. "Y" 0 +00; thence North 87 degrees 07 minutes 32 seconds East along said "Y" line 418.74 feet to an intersection with the Westerly margin of the Puget Sound Electric Railway right of way; Thence Southerly along said Westerly right of way margin to a point 20 feet South of measured at right angles to the Easterly production of the above described "Y" line; Thence North 87 degrees 08 minutes 04 seconds East 100.00 feet to the Easterly margin of said Puget Sound Electric Railway right of way and the true point of beginning; Thence continuing North 87 degrees 08 minutes 04 seconds East 124.74 feet to the Westerly margin of the Chicago, Milwaukee, St. Paul Railroad right of way; Thence South 03 degrees 40 minutes 04 seconds West along said Westerly right of way margin 327.11 feet; Thence South 87 degrees 08 minutes 04 seconds West 95.59 feet to the Easterly margin of said Puget Sound Electric Railway right of way; Thence North 01 degrees 26 minutes 34 seconds West along said Easterly right of way margin 325.10 feet to the true point of beginning. Embassy Suites Property Tax Lot 31 AND A strip of land ten (10) feet in width over that portion of Puget Sound Energy's (formerly Puget Sound Power & Light Company) Right of Way (formerly known as Puget Sound • Electric Railway Right of Way) located in the Henry Meader Donation Claim No. 46 in Section 25, Township 23 North, Range 4 East, W.M. King County, Washington, described as follows: Commencing at the intersection of the Northerly line of the Seattle Bow Lake Pipeline Right of Way with the Westerly margin of said Puget Sound Energy Right of Way; thence North 01° 22' 22" West a distance of 25.00 feet to the True Point of Beginning; thence South 87° 11' 44" East a distance of 100 feet more or less to the Easterly margin of said Puget Sound Energy Right of Way; thence Northerly along said Easterly margin a distance of 10.03 feet; thence North 87° 11' 44" West a distance of 100 feet more or less to the Westerly margin of said Puget Sound Energy Right of Way; thence South 01° 22' 22" East a distance 10.03 feet to the True Point of Beginning. Puget Sound Energy Property Tax Lot 8 AND Nelson's Property Tax Lot 12 EXHIBIT C -1 LEGAL DESCRIPTION OF ADJACENT EASEMENT AREA (Page 2 of 2) The North 10 feet of the South 35 feet and the East 10 feet of the following described property: That portion of the Henry Meader Donation Claim No. 46 lying in the Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., and the Northwest Quarter of Section 25, Township 23 North, Range 4 East, W.M., lying Westerly of the Chicago, Milwaukee, and St. Paul Railroad Right of Way (also known as Union Pacific Railroad) and lying Easterly of Puget Sound Power and Light Company 100 -foot wide right of way, and lying Northerly of the Seattle Bow Lake Pipeline Right of Way, less that portion lying Northerly of the following described line: Beginning at a point of intersection of the Southerly right of way line of South 158th Street (also known as Longacres Way) and the Westerly line of said Puget Sound Power and Light Company 100 -foot wide right of way; thence Easterly in a straight line along the extension of said Southerly right of way line of South 158th Street to the Easterly line of said Puget Sound Power and Light Company right of way; thence Southerly along the said Easterly line of Puget Sound Power and Light Company right of way a distance 325.10 feet to the point of beginning of the herein described line; thence North 87 degrees 09 minutes 10 seconds East a distance of 95.59 feet to the Westerly line of Chicago, Milwaukee and St. Paul Railroad right of way and termination of the herein described line. EXHIBIT D -1 LEGAL DESCRIPTION OF EASEMENT PARCEL The East fifteen (15), feet of the South thirty-five (35) feet of the following described property: That portion of the Donation Land Claim of the Heirs at Law of Henry Meader, Deceased,. Designated as Claim No 46, being parts of Sections 24 and 25 in Township 23 North, Range 4 East W.M, Lying Easterly of the Easterly Margin of State Road No 181 as conveyed under Deed recorded under Recording No 984951 and as widened by Superior Court Cause No 592029; lying Westerly of the Puget Sound Electric Railway Right -of -Way; Lying Northerly of the City of Seattle Bow Lake Pipeline as conveyed by Deed recorded under Recording No 4151067; and. lying Southerly of a line 446.38 feet South and parallel, when measured at right angles to the South line of South 158th Street (Also known as a portion of Boundary Line Adjustment. No. 88 =4 -BLA recorded under Recording No 8809301116); Situate in the City of Tukwila, County of King,. State of Washington. • 9806041803 When Recorded Return To: Puget Sound Energy, Inc. Corporate Facilities Department P.O. Box 97034 Bellevue, WA 98009 -9734 PUGET SOUND ENERGY AGREEMENT AND EASEMENT FOR STORM SEWER REFERENCE #: GRANTOR: Puget Sound Energy, Inc. GRANTEE: CSM Lodging, L.L.C.fTukwila Station, L.L.C. LEGAL DESCRIPTION: NW 25 -23-4 ASSESSOR'S PROPERTY TAX PARCEL:000580- 0008 -00 THIS AGREEMENT made this of day of .j (t , 1998, between PUGET SOUND ENERGY, INC., a Washington corporation ( "PSE" herein), and CSM Lodging, L.L.C., a Delaware limited liability company and Tukwila Station, L.L.C., a Washington limited liability company ( "Grantee" herein); WHEREAS, PSE is the owner of a strip of land one hundred (100) feet in width running through the Northwest Quarter of Section 25, Township 23 North, Range 4 East, W.M. King County, Washington; and WHEREAS, such strip of land is presently owned and occupied by PSE in connection with PSE's utility operations, (said strip being hereafter referred to as "PSE's Property"); and WHEREAS, Grantee desires an easement for a storm sewer pipeline across PSE's Property at a location more specifically described herein below; NOW THEREFORE, in consideration of Ten Dollars ($10.00) and other good and valuable consideration in hand paid receipt of which is hereby acknowledged, and in consideration of the performance by Grantee of the covenants, terms and conditions hereinafter set forth, PSE hereby conveys and quitclaims to Grantee the following easement: A. A nonexclusive perpetual easement over, across, along, in, upon and under that portion of PSE's Property described in Exhibit "A" attached hereto and by this reference made a part hereof for the purposes of installing, constructing, operating, maintaining, removing, repairing, replacing and using approximately seventy (70) feet of eighteen (18) inch diameter and thirty (30) feet of twenty four (24) inch diameter PVC storm sewer pipeline and appurtenances thereto (herein the "Improvements "). The terms "Easement" and "Easement Area" in this instrument refer to the easement herein granted on PSE's Property and as described on the attached Exhibit "A ". This Easement is granted for the benefit of and shall be appurtenant to the below- described parcels, and the rights and obligations of the Grantee herein shall be a covenant running with the title to said parcels, being specifically described as follows: Legal description for CSM Parcel That portion of the Donation Land Claim of the Heirs at Law of Henry Meader, Deceased, Designated as Claim No. 46, being parts of Sections 24 and 25 in Township 23 North, Range 4 East, W.M., Tying Easterly of the Easterly Margiri of State Road No. 181 as conveyed under Deed recorded under Recording No. 984951 and as widened by Superior Court Cause No. 592029; Tying Westerly of the Puget Sound Electric Railway Right of Way: . Lying Northerly of the City of Seattle Bow Lake Pipeline Right of Way as conveyed by Deed recorded under Recording No. 4151067; and lying Southerly of a line 446.38 feet South of and parallel, when measured at right angles, to the South line of South 158'h Street. (Also known as a portion of Boundary Line Adjustment No. 88 -4 -BLA recorded under Recording No. 8809301116); Situate in the City of Tukwila, County of King, State of Washington. Legal Description of Tukwila Station Parcel That portion of Government Lots 2 and 11 of Henry Meader Donation Land Claim No. 46, all in Section 25, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the centerline of the West Valley Highway also known as State Road No. 181, with the North line of the South 210 feet of said Government Lot 11, and its Westerly prolongation; thence South 87° 47' 19" East along said North line 40.76 feet to the East margin of said Highway and the point of beginning; thence North 8° 51' 30" West along said Easterly Highway margin 808.08 feet to the South line of the City of Seattle's Bow Lake Pipeline Right of Way; thence South 87° 13' 12' East along said South Right of Way line 273,28 feet to the Westerly line of a 100 foot Right of Way conveyed to Puget Sound Power & Light Company, now Puget Sound Energy, Inc., by Deeds recorded under Recording Numbers 2629432 and 2644020, formally known as Puget Sound Electric Railway Right of Way; thence South 1° 13' 24" East along said Westerly Right of Way line 791.76 feet to the North line of the South 210 feet of said Government Lot 11; thence North 87° 47' 19" West along said North line 165.55 feet to the point of beginning; Except that portion lying south of a line parallel with and distance of 5 feet North, measured at right angles from the following described line: Beginning at the point of intersection of the South line of the Henry Meader Donation Claim No. 46 and the Centerline of West Valley Highway also known as State Road No. 181; thence North 8° 52' 29" West a distance of 48.98 feet along said Highway Centerline; thence South 85° 30' 26" East 41.14 feet to the Easterly margin of said Highway and the true Point of Beginning of this described line; thence continuing South 85° 30' 26" East 227.79 feet, more less, to the Westerly margin of said Puget Sound Electric Railway Right of Way and the terminus of this described line. The above described property has been platted as "lots 1 and 2 of Short Plat No. L97- 0053" recorded on April 21, 1998 as recorders certificate number 9804219002. This Easement is granted subject to and conditioned upon the following terms, conditions and covenants which Grantee hereby promises to faithfully and fully observe and perform. 1. Cost of Construction and Maintenance. Grantee shall bear and promptly pay all costs and expenses of construction and maintenance of the Improvements. 2. Compliance with Laws and Rules. The Grantee shall construct, maintain and use the Improvements in accordance with the requirements of PSE, the National Electric Safety Code and any statute, order, rule or regulation of any public authority having jurisdiction. Including but not limited to having all underground utilities located prior to construction. 3. Use of PSE's Property by PSE. Nothing contained herein shall prevent or preclude PSE from exercising such rights of PSE as are necessary to preserve and maintain the capabilities of PSE's Property to be used for utility purposes, and nothing herein contained shall prevent or preclude PSE from undertaking construction, installation and use of any utility facilities within PSE's Property, provided, however, that any such utility purposes or facilities do not unreasonably burden Grantee's rights herein. PSE shall not be liable to Grantee or to Grantee's employees, agents, or to any other party benefiting from said Improvements, for loss or injury resulting from any damage or destruction of the Improvements directly or indirectly caused by PSE's existing or future use of PSE's Property. 4. Required Prior Notice and Approval of Plans and Specifications. Prior to any installation, alteration, replacement or removal of the Improvements or any other major activity by Grantee on PSE's Property, Grantee shall give PSE written notice thereof together with preliminary plans and specifications for the same at least seven (7) days prior to the scheduled commencement of such activity. PSE shall have the right to require that such plans and specifications be modified, revised or otherwise changed to the extent that the final plans and specifications therefor shall include provisions for the protection of PSE's facilities, the prevention of hazardous conditions and minimum interruption to PSE's utility operations. No such activity shall be commenced without PSE's prior written approval of the plans and specifications therefor and all changes or amendments thereto, which approval shall not be unreasonably withheld. Notwithstanding the foregoing, in the event of any emergency requiring immediate 2 action by Grantee for protection of the Improvements, persons or property, Grantee may take such action upon such notice to PSE as is reasonable under the circumstances. Notwithstanding the foregoing, PSE acknowledges that it has approved of plans and specifications for the initial installation of the improvements and hereby waives the seven (7) day notice as to the Initial installation of the Improvements only. Nothing herein shall be deemed to impose any duty or obligation on PSE to determine the adequacy or sufficiency of the Grantee's plans and specifications, or to ascertain whether Grantee's construction is in conformance with the plans and specifications approved by PSE. 5. As -Built Survey. Upon PSE's request, Grantee shall promptly provide PSE with as -built drawings and survey showing the location and elevations of the Improvements on PSE's Property. 6. Grantee's Use and Activities. Grantee shall exercise its rights under this Agreement so as to minimize and avoid, insofar as possible, interference with the use by PSE of PSE's Property for utility purposes and shall at all times conduct its activities on the Easement Area so as not to interfere with, obstruct or endanger PSE's operations or facilities. Grantee shall install the Improvements and conduct any other of its substantial activities on PSE's Property In a manner that protects PSE's facilities, prevents hazardous conditions and minimizes interruptions to PSE's utility operations. 7. Coordination of Activities. Grantee shall give at least 30 days advance written notice of the proposed dates of its construction, repair and maintenance activities on PSE's Property to PSE's Wayne Harris, 253 - 395 -6875, at PSE's South King Complex, 22828 68'" Ave. South, Kent, WA. 98032). Grantee shall cooperate in the revision of such dates and /or the coordination of its activities with those of PSE's if deemed necessary by PSE to minimize conflicts, insure protection to each parties facilities, prevent hazardous conditions, or minimize interruption of PSE's operations. Provided, however, that in the event of an emergency requiring immediate action by Grantee for the protection of its Improvements or other persons or property, Grantee may take such action upon such notice to PSE as is reasonable under the circumstances. Notwithstanding the foregoing, Grantee shall be required to give only ten (10) days advance written notice of the proposed dates of construction of the initial Improvements. 8. Work Standards. All work to be performed by Grantee on PSE's Property shall be designed and constructed so as to withstand the consequences of any short circuit of any of PSE's electric facilities now or hereafter installed on PSE's Property. All work to be performed by Grantee on PSE's Property shall also be in accordance with the plans and specifications submitted to and approved by PSE and shall be completed in a careful and workmanlike manner to PSE's satisfaction, free of claims or liens; however, nothing herein shall be deemed to impose a duty or obligation on PSE with respect to the sufficiency thereof. Without limitation to the foregoing, Grantee shall,exercise the utmost caution when conducting its activities in the vicinity of any of PSE's energized utility lines in order to prevent any contact therewith. Upon completion of such work Grantee shall remove all debris and restore the ground surface as nearly as possible to the condition in which it was at the commencement of such work, and shall replace any property corner monuments which were disturbed or destroyed during construction. Grantee shall also pay to PSE all of PSE's costs necessary to re- establish destroyed survey references and hubs established by PSE in conjunction with any survey for new facilities on PSE's Property. 9. Changes and Repairs to PSE's Facilities. Grantee shall promptly pay to PSE the cost of any relocation, alteration, restoration and other changes or repairs to PSE's energy, communication or other facilities which PSE shall reasonably deem necessary by reason of the construction, use and maintenance of the Improvements or other activities of Grantee on PSE's Property, including without limitation the cost of temporary raising of wires and the realignment or strengthening of power poles, towers or pipelines made necessary by Grantee's activities pursuant to this Agreement. If PSE so requests, Grantee shall provide assurance of payment satisfactory to PSE prior to PSE's commencement of such work. PSE shall accomplish such changes or repairs, subject to the availability of labor and materials. For the purpose of this paragraph, "cost" shall be defined as all direct or assignable costs of materials, labor and services including overhead, in accordance with charges for transportation of men, material, and equipment, storage expense of material and rental of equipment. 10. Access. The Grantee shall design, construct, maintain and use its Improvements in such fashion as to permit reasonable and continuous access along PSE's Property in all directions, and in such fashion as to accommodate and support vehicular travel over and across the Improvements, including travel by cranes and trucks with heavy loads. Grantee shall at all times keep PSE's Property free and clear of all obstructions and equipment, except as reasonably necessary to perform any work within the Easement Area. If requested by PSE, the Grantee shall make provisions for continued access by PSE along PSE's Property during construction of the Improvements. 11. inspectors. PSE may appoint one or several PSE representatives who shall serve as inspectors to oversee all work to be performed by Grantee on PSE's Property. Grantee shall not carry on any work unless it has given such notice to PSE as may be reasonable in the circumstances so as to allow for the presence of such inspector or inspectors. Grantee and Grantee's contractors shall promptly 3 and fully comply with all reasonable orders and directions of PSE's inspectors, including without limitation, cessation of work, and Grantee's construction contracts shall so provide. 12. Conflict with Future Installations of PSE. In the event that it should become necessary for PSE to install additional energy, communication or other facilities on or within PSE's Property and if, in the sole judgment of PSE, the location, existence and use of the Improvements interferes with such installation or use to the extent that it is impracticable or substantially more expensive to accomplish such installation or use, or that such installation or use may pose a hazard because of the location, existence or use of the Improvements, Grantee shall have the obligation to either, in Grantee's sole discretion, (a) protect, modify or relocate the Improvements at the cost and expense of Grantee, so as to remove the interference or hazard to PSE's satisfaction, or (b) to reimburse PSE for its added costs of design, construction and installation to avoid such interference or hazard. In the event PSE intends to undertake any such construction, PSE shall give Grantee reasonable advance written notice of such intention together with preliminary plans and specifications for such work, identifying the potential interference or hazard and all design information relating thereto. In no event shall such notice and plans be required to be given more than six months prior to the scheduled commencement of work. Within one month after receiving such notice from PSE, Grantee shall give written notice to PSE by which notice Grantee will elect to (a) protect, modify or relocate the Improvements, or (b) reimburse PSE for its said added costs. If the Grantee elects to protect, modify or relocate the Improvements it shall commence work promptly and diligently prosecute such work to completion prior to the scheduled date of commencement of PSE's construction. If Grantee elects to pay PSE's added costs, Grantee shall give PSE satisfactory assurance of payment of such costs at the time such notice of election is given. if Grantee does not so elect one of the above - described options by giving PSE the required notice, PSE shall be entitled to make such an election on behalf of Grantee, by written notice to Grantee, and Grantee agrees that this election shall be binding upon Grantee and have the same effect as if made by Grantee. If PSE so elects option (a) described herein or if Grantee elects option (a) and fails to commence and prosecute its work as contemplated herein, PSE may, at its option, undertake such work on behalf of Grantee as PSE deems necessary pursuant to option (a) and Grantee shall promptly pay PSE for all costs incurred by PSE in performing such work. PSE's costs reimbursable under this paragraph are defined as in Paragraph 9 herein. Notwithstanding anything contained herein to the contrary, if Grantee elects option (a) above but is unable to obtain all necessary governmental approvals to protect, modify or relocate the Improvements, or is unable to obtain necessary easements over adjoining properties for relocation of the Improvements, then Grantee may, by written notice to PSE, elect option (b) at any time thereafter, provided, however that such election is made within thirty (30) days of Grantee's initial election. 13. Termination for Breach. In the event Grantee breaches or fails to perform or observe any of the terms and conditions herein, and fails to cure such breach or default within ninety (90) days of PSE's giving Grantee written notice thereof, or within such other period of time as may be reasonable in the circumstances, PSE may terminate Grantee's rights under this Agreement in addition to and not In limitation of any other remedy of PSE at law or in equity, and the failure of PSE to exercise such right at any time shall not waive PSE's right to terminate for any future breach or default. 14. Termination for Cessation of Use. In the event Grantee ceases to use the Improvements for a period of five (5) successive years, this Agreement and all Grantee's rights hereunder shall automatically terminate and revert to PSE. 15. Release of Improvements on Termination. No termination of this Agreement shall release Grantee from any liability or obligation with respect to any matter occurring prior to such termination, nor shall such termination release Grantee from its obligation and liability to remove the Improvements from PSE's Property and restore the ground. 16. Removal of Improvements on Termination. Upon any termination of this Agreement, Grantee shall promptly remove from the Easement Area its Improvements and restore the ground to the condition now existing or, in the alternative, take such other mutually agreeable measures to minimize the impact of the Improvements on PSE's Property. Such work, removal and restoration shall be done at the sole cost and expense of Grantee and in a manner satisfactory to PSE. In case of failure of Grantee to so remove its Improvements, restore the ground or take such other mutually agreed upon measures, PSE, may, after reasonable notice to Grantee, remove Grantee's Improvements, restore the ground or take such measures at the expense of Grantee, and PSE shall not be liable therefor. 17. Third Party Rights. PSE reserves all rights with respect to its property including, without limitation, the right to grant easements, licenses and permits to others subject to the rights granted in this Agreement. 18. Release and Indemnity. Grantee does hereby release, indemnify and promise to defend and save harmless PSE from and against any and all liability, loss, cost, damage, expense, actions and claims, including costs and reasonable attorney's fees incurred by PSE In defense thereof, asserted or arising directly or indirectly on account of or out of (1) acts or omissions of Grantee and Grantee's servants, agents, employees, and contractors in the exercise of the rights granted herein, or (2) acts and omissions of PSE in its use of PSE's Property which affect Grantee's employees, agents, contractors, and other parties benefiting from said Improvements; provided, however, this paragraph does not purport to indemnify PSE against liability for damages arising out of bodily injury to persons or damage to property caused by or resulting from the negligence of PSE or PSE's agents or employees. 19. Hazardous Material. Throughout the term of this Agreement, Grantee shall maintain the Improvements so as to provide adequate capacity and controls to accommodate and control storm water discharge and storm water drainage across the Easement Area in accordance with all federal, state, and local law, and to the reasonable satisfaction of PSE. Grantee shall be fully responsible for any release of Hazardous Waste or Materials on or under PSE's Property or the Easement Area by Grantee, Grantees successors, assigns, guests, invitees, visitors, employees, agents, contractors, or other person or entity with Grantees implied or express consent. • Grantee shall notify PSE immediately of any known release of Hazardous Waste or Materials on or under PSE's Property or the Easement Area. Upon PSE's discovery of a release of Hazardous Waste or Materials, PSE shall notify Grantee and give a reasonable opportunity for Grantee to effect corrective measures. PSE may, but is not obligated to, take such actions and incur such costs and expenses to effect corrective measures as it deems advisable to protect its interest in PSE's Property or the Easement Area. PSE shall not be obligated to give Grantee an opportunity to effect corrective measures if (I) such delay might result in material adverse harm to PSE, PSE's Property or the Easement Area (ii) Grantee has already had actual knowledge of the situation and a reasonable opportunity to effect corrective measures; or (iii) an emergency exists. Grantee shall reimburse PSE for the full amount of all costs and expenses incurred by PSE in connection with such corrective measures, and such obligations shall continue even after termination of this agreement. Furthermore, Grantee shall indemnify, defend, and hold harmless PSE, its officers and directors with respect to any and all liability, damages, expenses, causes of action, suits, claims, costs (including testing, auditing, surveying, and investigation costs), fees (including attorney's fees and court costs), penalties (civil and criminal), and response, cleanup, and remediation costs assessed against or imposed upon Grantee, PSE, the Easement Area, or PSE's Property, resulting from a release of Hazardous Waste or Materials by Grantee, Grantees successors, assigns, guests, invitees, visitors, employees, agents, contractors, or other person or entity with Grantees implied or express consent. Definition: "Hazardous Waste and Materials" includes any substance, waste or material defined or designated as hazardous, toxic, or dangerous (or any similar term) by any federal, state or local statute, regulation, rule or ordinance now or hereafter in effect, 20. Insurance. Prior to Grantee's construction activities or other substantial activities on PSE's Property under the rights provided herein, Grantee shall submit to PSE evidence that Grantee or Grantee's contractors has obtained comprehensive general liability coverage naming PSE as an additional insured (including broad form contractual liability coverage) satisfactory to PSE with limits no less than the following: Bodily Injury Liability, including $2,000,000 automobile bodily injury each occurrence Property Damage Liability, including $2,000,000 automobile property damage liability each occurrence Said evidence shall be submitted on PSE's Certificate of Insurance standard form (which form PSE shall provide upon request) or such other form as PSE may from time to time approve. Said coverage shall be maintained by Grantee or Grantee's contractors during the period when such activities take place. 21. Taxes and Assessments. Grantee shall promptly pay or reimburse PSE for any taxes and /or assessments levied as a result of this Agreement or relating to the Grantee's improvements constructed pursuant to this Agreement. 22. Title. The rights granted herein are subject to permits, leases, licenses and easements, if any, heretofore granted by PSE affecting PSE's Property subject to this Agreement. PSE does not warrant title to PSE's Property and shall not be liable for defects thereto or failure thereof. 23. Notices. Unless otherwise provided herein, notices required to be in writing under this Agreement shall be given as follows: 5 i I • If to Puget: • Puget Sound Energy, Inc. CorpOrate,Facilities OBC-11N P.O, Box 97034 Bellevue, WA 98009-9734 • If tO Grantee: CSM Corporation Director Property Managetrient 2575 University Avenue West, Suite 150 St. Paul; MN. 55114-1024 . . ...* . • • Tukwila Station, L.L.C. 600 West Lake North Seattle, WA 98109 Notices shall be deemed effective, if mailed, upon the second day following deposit thereof in the United States Mail, postage prepaid, certified or registered mail, return receipt requested, or upon delivery thereof if otherwise given. Either party may change the address to which notices may be given by giving notice as above provided. 24. Assignment. Grantee shall not assign its rights hereunder. No assignment of the privileges and benefits accruing to Grantee herein, and no assignment of the obligations or liabilities of. Grantee herein, whether by operation of law or otherwise, shall be valid without the prior written consent of PSE. 25. • Successors. The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and assigns. 26. Liability. In the event of any assignment of the rights hereunder, the liability of Grantee and its assignees shall be joint and several. EXECUTED as of the date herein above set forth. PUGET SO ND ENGERY, INC. C By: Director Corporate cilities ACCEPTED: GRANTEE CSM LODGING, L.L.C. BY CSM Properties, Inc., its Manager By: 0 —4) C Its: • V .k■ TUKWILA STATION, L.L.C. By: 6 Agreement and Easement for Storm Sewer Pipeline Puget Sound Energy, Inc. to CSM Lodging, L.L.0 & Tukwila Station, L.L.C. STATE OF MINNESOTA ) )SS COUNTY OF RAMSEY ) JOAN M.KUSCHKE NOTARY PUBLIC MINNESOTA ANOKA COUNTY My Comm. Expires Jan. 31,2000 STATE OF WASHINGTON ) )SS COUNTY OF K.,,,„ ) 7 STATE OF WASHINGTON ) SS. COUNTY OF KING ) \\ On this 1I a day of J u U L= , 1 before me, the undersigned, personally appeared R. S. MCNULTY, to me known to be the Director Corporate Facilities of PUGET SOUND ENERGY, INC., the corporation that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. tAJ Print Na e W 4 f 3 u= EhZL- SS1 i iZ Notary Public in and for the State of Washington, residing at SO0 I-lnwt1 S4 My commission expires /3 —I 5 9r Uook.ci QaxLatikd On this day personally aRpeared efore me to me known to be the V `tD ; V1 "+'— of CSM Properties, Inc., a Minnesota corporation, the corporation that executed the foregoing Instrument, as Manager of CSM Lodging, L.L.C., a Delware limited liability company, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. GIVEN under my hand and official seal thisd day of i V ' 19 8 Print 400.v1 (, KtkscJ4 Kt. Notary Public in and for the State of Minnesota, Residing at Lim Lc&kTb W1 NJ My commission expires I U Y personally appeared �Lf S /'). ��F,r< On this da ersonall a eared before me [ c s , to me known to be the /'YI Ifr► ,y s vt, , of Tukwila Station, L.L.C., a Washington limited liability company, the company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. GIVEN under my hand and official seal this? day rYl ' 195r J L / Print Name mfflmmt . - a Si-. Notary Public in and for he State of Washington, Residing at 4-eA -11 My commission expires O -r. `7, ZUttl) :, STATE OF • ) )ss: Q+j COUNTY OF /i i t) am- ) MCLEOD DEVELOP By: c Its: President Stuart C ONSENT OF MCLEOD DEVELOPMENT COMPANY 'Th undersigned, MCLEOD DEVELOPMENT COMPANY, a Washington corporation ( "McLeod "), being one of the parties to that certain MEMORANDUM OF AGREEMENT dated February 5, 1993, (Recording No 9302231359), which was executed by and between McLeod and PUGET SOUND POWER & LIGHT COMPANY, a Washington corporation (now known as PUGET. SOUND ENERGY, INC., a Washington corporation), and encumbers "PSE's Property" described in the foregoing Agreement and Easement for Storm Sewer ( "Easement Agreement "), does hereby join in the execution of the foregoing Easement Agreement for the purpose of evidencing its consent thereto and recognizing that its interest in PSE's Property is subject and subordinate to the covenants, terms and conditions created in the Easement Agreement. Public NT COMPANY The foregoing instrument was acknowledged before me this 3 day of J' uot.) :- 1998, by Stuart McLeod, the President of MCLEOD DEVELOPMENT COMPANY, a Washington corporation, on behalf of the corporation. r,' in.; 9806041804 STORM SEWER EASEMENT AGREEMENT THIS STORM SEWER EASEMENT AGREEMENT ( "Agreement") made this 6 day of i✓jQ , 1998, by and between James R. Nelsen and Loren S. Frohmuth,(as Personal Representatives of the Estate of Helen B. Nelsen ( "Grantor ") and CSM Lodging, L.L.C., a Delaware limited liability company and Tukwila Station, L.L.C., a Washington limited liability company (together, "Grantee "). RECITALS FIRST: Grantor is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit A attached hereto (the "Burdened Parcel "); SECOND: CSM Lodging, L.L.C., is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit B attached hereto (the "CSM Parcel "). Tukwila Station, L.L.C., is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit C attached hereto (the "TS Parcel "). The CSM Parcel and TS Parcel are sometimes hereinafter referred to together, as the "Benefitted Parcel ". THIRD: Grantor and Grantee desire to establish an easement for storm sewer purposes over, under and across the Burdened Parcel for the benefit of Grantee and the Benefitted Parcel, on the terms and conditions set forth herein. NOW, THEREFORE, IN CONSIDERATION OF the sum of One Dollar ($1.00) and other good and valuable consideration, paid by the Grantee, the AGREEMENT 2 receipt and sufficiency of which is hereby acknowledged by Grantor, the parties hereby agree as follows: 1. Grantor, for itself, its heirs, administrators, legal representatives, successors, devisees and assigns, does hereby grant and convey unto Grantee, its successors and assigns, a perpetual appurtenant easement (the "Easement ") for the installation, operation, maintenance, repair and replacement of an underground storm sewer line over, under, and across that part of the Burdened Parcel as depicted in Exhibit D attached hereto, and legally described in Exhibit E attached hereto (the "Easement Parcel "). No other use of the Easement Parcel by Grantee that is inconsistent with the .terms of this Agreement shall be allowed without Grantor's prior written consent. 2. Subject to the terms of Paragraph 5 herein, it is understood and agreed by and between the parties hereto that the Grantee shall be responsible at its sole expense for the installation, operation, repair, replacement and maintenance of the storm sewer line located within the Easement Parcel, except to the extent any such work is required due to the negligent actions or omissions of Grantor, its agents, employees or consultants. 3. Grantee agrees to repair, replace and restore any damage or disturbance of existing landscaping, curbing, signs, utility T' lines or other property or improvements on the Burdened Parcel O caused by Grantee, its employees, agents or contractors during (.D any installation, maintenance, repair, replacement, or removal of the storm sewer lines, to substantially the same condition Tr as existed immediately prior to such work. Grantee also agrees to backfill its excavations of the Burdened Parcel in connection with such work. on 4. The Easement created herein shall be appurtenant to the Benefitted Parcel, and any conveyance of fee title to the Benefitted Parcel, or any part thereof, shall be deemed to include a conveyance of the Easement appurtenant to and for the benefit of the Benefitted Parcel, regardless of whether the Easement is specifically identified in the instrument of conveyance. The Easement described herein shall burden the Burdened Parcel and shall run with the land and shall be perpetual in duration. Nothing contained herein shall constitute a gift or dedication of any interest in such Easement or the Easement Parcel to the general public, for the general public, or for any public purpose whatsoever. 5. There is hereby reserved unto Grantor, its heirs, administrators, legal representatives, successors, devisees, and assigns the right to (i) tap into the storm sewer line 3 installed by Grantee within the Easement Parcel in such location mutually determined by Grantor and Grantee, provided that the capacity of said line is not and will not be exceeded, and (ii) utilize the surface and subsurface area of the Easement Parcel, as the case may be, for any other uses that do not interfere or conflict with the rights conferred upon Grantee herein, including without limitation, installation, maintenance, and replacement of landscaping. If Grantor elects to tie into said storm sewer line, Grantor shall be responsible for repair of damage to the lines and restoration of the Easement Parcel arising from Grantor's work and shall thereafter share in one -third (1/3) the cost of repair and maintenance of the lines. Grantor shall provide at least forty -eight (48) hours prior written notice to Grantee of Grantor's intent to tap into the storm sewer line prior to commencement of any work. Said notice shall be directed to Grantee, c/o CSM Corporation, at 2575 University Avenue West, Suite 150, St. Paul, Minnesota, 55114, shall be delivered by certified mail, return receipt requested, and shall include plans and specifications for the proposed installation, including anticipated rate of discharge. 'ft 6. Grantee, for itself, its successors, devisees, and assigns, 0 hereby indemnifies and agrees to hold harmless Grantor, and 00 any mortgagees of the Burdened Parcel subordinating their lien r4 rights to this Agreement, from and against any and all z}' damages, liability, fees, penalties and claims, including 0 those for personal injury, wrongful death, or property damage, '47 including reasonable attorney's fees, incurred by Grantor to the extent arising out of the utilization of the Easement t Parcel by Grantee, its agents, employees or contractors. 7. All disputes concerning this Agreement shall be resolved by binding arbitration under the Rules of the American Arbitration Association. In any such action or proceeding brought to enforce this Agreement, the prevailing party shall be entitled to an award of its costs and disbursements, including reasonable attorneys' fees and costs. 8. This Agreement constitutes the entire agreement between the parties hereto with respect to the subject matter contained herein and supersedes all other agreements, arrangements, or understandings that may conflict with or are inconsistent with the terms hereof, whether oral or written. This Agreement may be executed in one or more counterparts each of which when so executed and delivered shall constitute an original but together shall constitute one and the same instrument. This Agreement shall be binding upon and inure to the benefit of STATE OF MINNESOTA) .) ss . COUNTY OF RAMSEY ).' The foregoing instrument was acknowledged before me this (2/7 . day of Ala y , 1998, by MURRAY KOINBERG, THE VICE PRESIDENT, * the Manager of /CM Lodging, L.L.C., a Delaware limited liability company, on behalf of the company. *OF CSM PROPERTIES, INC., A MINNESOTA CORPORATION .STATE 00 ) )•ss. COUNTY OF 1G I5 The foregoing instrument was a day . of /q/ , .1998, by, /72R1-0 ue>3 /t1tm6.ejii of. Tukwil a liability company, on beh STATE OF COUNTY OF ]d(/ ors .� 011044p, L. L Npmpany. . • . •i s 6 NOTARY '• la PUBLIC dyr a.tai r • ) ss •.,7WAstov;.` ) Notary Public DAVID J. YUNG NOTARY PUItIC•111fESOU DAKOTA COUNTY *commie BON day, $1, NU AnAmmANAAAAAmmwAmmoommov /7/ e this JC , the a Washington limited )57cd,pe The forego' ins rument was acknowledged before me this day of , 1998, by James R. Nelsen, Representat've of the Estate of Helen B. Nelsen. 'il )444d Notary Public V. Personal COUNTY ' 0 he forego g instrument was acknowledged before me this day of 1998, .. by Loren S. Frohmuth, Personal' C ' Representative of the Estate of Helen B. Nelsen. Notary Pub ic THIS INSTRUMENT WAS DRAFTED BY: David J. Yung Attorney at Law 2575 University Avenue West Suite 150 St. Paul, MN 55114 (612) 646 -1717 c: \convey \tukesm.nel 3 /13/98 6 That portion of the Henry Meader Donation Claim No 46 lying in t he Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., and the Northwest Quarter of Section 25, Township 23 North, Range 4 East, W.M. lying Westerly of the Chicago, Milwaukee, and St. Paul Railroad Right of Way (also known as Union Pacific . Railroad) and lying Easterly of Puget Sound Power and Light Company , 100-foot wide right of way, and lying Northerly of the Seattle Bow Lake Pipeline Right of Way, less that portion lying Northerly of the following described line: Beginning at a point of intersection of the Southerly right of way line of South 158th Street (also known as Longacres Way) and the Westerly line of said Puget Sound Power and Light Company 100-foot wide right of way; thence Easterly in a straight line along the extension of said Southerly right of way line of South 158th Street to the Easterly line of said Puget Sound Power and Light Company right of way; thence Southerly along the said Easterly line of Puget Sound Power and Light Company right of way a distance 325.10 feet to the point of beginning of the • herein described line; thence North 87 degrees 09 minutes 10 • seconds East a distance of 95.59 feet to the Westerly line of Chicago, Milwaukee and St. Paul Railroad right of way and termination of the herein described line. LEGAL' DESCRIPTION OF BURDENED PARCEL Nelson's Peopern; Lot 12 • . •• ' • , • ' • n tin W to C) 1 L C O "fry .(3' r oof s) • w• f ` , Q/ Pam co Q C i. t IS • wising 10 14 3 04:1 Q .1.11111051 •W I, le J Y sS. 1 1 1 1 1 1 1 1 1 • • • 0/ , 6'4/fs ,cynnr 4 +2 Mts- d a•roN‘ .1Y 4 9$ v . dg /N „•bb,I /, L9 •/V 1� #/ Se c o ,5/ Mo d —7olaN 92. ms's :. �la lcwhk -deN "C .1 r It it ,1 a CD..„ t 'r N i a r J• O ID _ Y wh v too u TIN 101 ti x ^ , 1 . 4 ' cob. at VAIF w IS 1419S1 S • 1 . m , ...a. a ... .. l,1 CI Pow PP- //,‘ • !W- 1 , 0 .79 • 0 al EXHIBIT LEGAL DESCRIPTION OF CBM PARCEL That'portion of the Donation Land Claim of -the Heirs'at Law of Henry Meader, Deceased, Designated as Claim No 46, being parts of Sections 24 and 25 in Township 23 North, Range 4-East W.M., Lying Easterly of the Easterly Margin of State Road No. 181 as conveyed. under Deed recorded under Recording No. 984951 and as widened by Superior.Court Cause No. 592029; lying Westerly of the Puget Sound Electric Railway. Right -of -Way; Lying Northerly of the City of Seattle Bow Lake Pipeline as conveyed by Deed recorded under Recording No. 4151067; and lying Southerly of a line 446.38 feet South and parallel, when measured at right angles to the South line of South 158th Street (Also known as a portion'of Boundary Line Adjustment No. 88 -4 -BLA recorded under Recording No. 8809301116); Situate in the City of Tukwila, County Washington. King, State o /' /l -a4 w /6v. 9e I O • 1 I � I I cs 1'3 li : u..i 2E @aw .� . $?b.er/ eivs ret g°i vd3 1 b ^ O 6, 4 vs 4" w I ' 1 s:3;z, , w • ; 1011 I f Sec. Z"4 • H117- .G°ol 5 at. z 6 Gs/1 /l 7 I - 's /T4 • a mew ant W 8Z' /1'-a4 "W P tio t. asx a I I p I 1 I I NI ,I.1.:,cts t 41 . 3 1' . 1 : 6 9 .G. 0 i l►. 0 4. I eV ' Ma'. : tti P •f,i� 2 O a 9� aa,g /' °F T , : 'A IA 1 P 1'vN 1 .41 4 1 14 11,1 4 � ' �� ' ` i u � 1 $P SI �E CC lob 6 N u m 'ril 1 J i0 I I I W Vi 1 To f 0 % '71 -'" \ 0 d BOO 0 7) EXHIBIT C LEGAL DESCRIPTION OF TS PARCEL That portion of Government Lots 2 and 11 of Henry Meader Donation Land Claim No. 46, all in Section 25, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the centerline of the West Valley Highway also known as State Road No. 181, with the North line of the South 210 feet of said Government Lot 11, and its Westerly prolongation; thence South 87 degrees 47 minutes 19 seconds East along said North line 40.76 feet to the East margin of said Highway and the point of beginning; thence North 8 degrees 51 minutes 30 seconds West along said Easterly Highway Margin 808.08 feet to the South line of the City of Seattle's Bow Lake Pipeline Right of Way; thence South 87 degrees 13 minutes 12 seconds East along said South Right of Way line 273.28 feet to the Westerly line of a 100 foot Right of Way conveyed to Puget Sound Power & Light Company by Deeds recorded under Recording Numbers 2629432 and 2644020, formally known as Puget Sound Electric Railway Right of Way; thence South 1 degree 13 minutes 24 minutes East along said Westerly Right of Way line 791.76 feet to the North line of the South 210 feet of said Government Lot 11; thence North 87 degrees 47 minutes 19 seconds West along said North line 165.55 feet to the point of beginning; O Except that portion lying South of a line JO p p y g parallel with and distance of 5 feet North, measured at right angles from the I. following described line: Beginning at the point of intersection of the South line of the Henry Meader Donation Claim No. 46 and the . Centerline of West Valley Highway, also known as State Road No. 181; thence North 8 degrees 52 minutes 29 seconds West a distance of 48.98 feet along said Highway Centerline; thence South 85 degrees 30 minutes 26 seconds East 41.14 feet to the Easterly Margin of said Highway and true point of beginning of this described line; thence continuing South 85 degrees 30 minutes 26 seconds East 227.79 feet, more or less, to the Westerly Margin of said Puget Sound Electric Railway Right of Way and the terminus of this described line. (NOTE: The above described real property has been platted as "Lots 1 and 2 of Short Plat Number L97 -0053" recorded on April 21, 1998 as Recorders Certificate Number 9804219002) A utility easement under and across the following described property: The North 10 feet of the South 35 feet and the East 10 feet of the following described property: That portion of the Henry Meader Donation Claim No 46 lying in the Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., and the Northwest Quarter of Section 25, Township 23 North, '.' Range 4 East, W.M., lying Westerly of the Chicago, Milwaukee, and St. Paul Railroad Right of Way (also known •as Union Pacific Railroad) and lying Easterly of Puget Sound Power and Light Company 100-foot wide right of way, and lying Northerly of the Seattle Bow Lake Pipeline Right of Way, less that portion lying Northerly of the following described line: Beginning at a point of intersection of the Southerly right of way line of South 158th Street (also • known. as Longacres Way) and the Westerly line of said Puget Sound Power and Light Company 100-foot wide right of way; thence Easterly in a straight line along the extension of said Southerly right of way line of South 158th Street to the Easterly line of said Puget Tr Sound Power and Light Company right of way; thence Southerly along c the said Easterly line of Puget Sound Power and Light Company right of way a distance 325.10 feet to the point of beginning of the vg4 herein described line; thence North 87 degrees 09 minutes 10 Tr seconds East a distance of 95.59 feet to the Westerly line of CD Chicago, Milwaukee and St. Paul Railroad right of way and CO termination of the herein described line. CD GO LEGAL DESCRIPTION OP.EASEMENTTARCEL CONSENT OF MCLEOD DEVELOPMENT COMPANY The undersigned, MCLEOD DEVELOPMENT COMPANY, a Washington `. corporation ( "McLeod ") being one of, the parties to that. certain MEMORANDUM OF LEASE dated February 2, 1995, (Recording No , 95 . 04121234), which was executed by and between McLeod and Helen B. Nelsen, a single person (now deceased) and encumbers the Burdened Parcel described in the foregoing Storm Sewer Easement Agreement ( "Easement Agreement "), does hereby join in the execution of the foregoing Easement Agreement for the purpose of evidencing its consent thereto and recognizing that its interest in the Burdened Parcel is subject and subordinate to the covenants, terms and conditions created in the Easement Agreement, provided, however, that the rights and benefits ,granted to the Grantee under the Easement Agreement shall also inure to the benefit of the undersigned. MCLEOD DEVELOP ,. :. St ar STATE OF.' 1,6901_SFF ) ) COUNTY OF /644)4. ) By: eod Its: President ary Public COMPANY The foregoing instrument was acknowledged before me this day of zTu.Je 1998, by Stuart McLeod, the President of MCLEOD DEVELOPMENT COMPANY, a Washington corporation, on behalf of the corporation. • .. 0e (4)(..).g 9806041805 STORM SEWER EASEMENT AGREEMENT RECITALS 1 THIS STORM SEWER EASEMENT AGREEMENT ( "Agreement ") is made this Z day of f'- , 1998, by and between KOAR - SEATAC PARTNERS, L.P., a California limited partnership ( "Grantor ") and CSM Lodging, L.L.C., a Delaware limited liability company and Tukwila Station, L.L.C., a Washington limited liability company (together, "Grantee "). FIRST: Grantor is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit A attached hereto (the "Burdened Parcel "); SECOND: CSM Lodging, L.L.C., is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit B attached hereto (the "CSM Parcel " "). Tukwila Station, L.L.C., is the fee owner of the real property located in King County, Washington, which is legally described on Exhibit C attached hereto (the "TS Parcel "). The CSM Parcel and TS Parcel are sometimes hereinafter referred to together, as the "Benefitted Parcel ". THIRD: Grantor and Grantee desire to establish an easement for storm sewer purposes over, under and across the Burdened Parcel for the benefit of Grantee and the Benefitted Parcel, on the terms and conditions set forth herein. NOW, THEREFORE, IN CONSIDERATION OF the sum of One Dollar ($1.00) and other good and valuable consideration, paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged by Grantor, the parties hereby agree as follows: AGREEMENT 1. Grant of Easement. Grantor, for itself, its heirs, administrators, legal representatives, successors, devisees and assigns, does hereby grant and convey unto Grantee, its successors and assigns, a perpetual appurtenant easement (the "Easement ") for (i) the installation, operation, maintenance, repair and replacement of an underground storm sewer line over, under, and across that part of the Burdened Parcel as depicted in Exhibit D attached hereto, and legally described in Exhibit E attached hereto (the "Easement Parcel ") , and (ii) the drainage of storm water both above and below ground, into the existing drainage ditch and storm sewer conduit located within the Easement Parcel. No other use of the Easement Parcel by Grantee that is inconsistent with the terms of this Agreement shall be allowed without Grantor's prior written consent. 2. Cost of Installation, Maintenance and Repair. Subject to the terms of Paragraph 5 herein, it is understood and agreed by and between the parties hereto that the Grantee shall be responsible at its sole expense for the installation, operation, repair, replacement and maintenance of Grantee's storm sewer line located within the Easement Parcel, except to the extent any such work is required due to the grossly negligent actions or omissions of Grantor, its agents, employees or consultants. 3. Additional Obligations of Grantee. Grantee agrees to repair, replace and restore any damage or disturbance of existing.,) landscaping, curbing, signs, utility lines or other property'' or improvements on the Burdened Parcel caused by Grantee, its employees, agents or contractors during any installation, maintenance, repair, replacement, or removal of the storm sewer lines, to substantially the same condition as existed immediately prior to such work. Grantee also agrees to backfill its excavations of the Burdened Parcel in connection with such work. All work performed by or through Grantee on the Burdened Parcel shall be performed expeditiously and in a first class manner. During any such work, Grantee shall keep the area surrounding the Easement Parcel free from construction debris and waste. Grantee shall be responsible at its sole expense for obtaining all governmental permits and approvals necessary to construct the storm sewer improvements on the Burdened Parcel. Grantee shall keep and maintain commercial general liability insurance in commercially reasonable amounts at all times during performance of any work on the Burdened Parcel, and shall, prior to commencing the initial installation work, and thereafter upon request of Grantor, provide evidence of such insurance to Grantor. 2 4. Nature of Easement. The Easement created herein shall be appurtenant to the Benefitted Parcel, and any conveyance of fee title to the Benefitted Parcel, or any part thereof, shall be deemed to include a conveyance of the Easement appurtenant to and for the benefit of the Benefitted Parcel, subject to the obligations of Grantee set forth herein, regardless of whether the Easement is specifically identified in the instrument of conveyance. The Easement described herein shall burden the Burdened Parcel and shall run with the land and shall be perpetual in duration. Nothing contained herein shall constitute a gift or dedication of any interest in such Easement or the Easement Parcel to the general public, for the general public, or for any public purpose whatsoever. 5. Indemnification and Hold Harmless. Grantee, for itself, its successors, devisees, and assigns, hereby indemnifies and agrees to hold harmless Grantor, and any mortgagees of the Burdened Parcel subordinating their lien rights to this Agreement, from and against any and all damages, liability, fees (including reasonable attorneys' fees), penalties and claims, including those for personal injury, wrongful death, or property damage, incurred by Grantor relative to the Burdened Parcel to the extent arising out of the negligent actions or omissions of Grantee, its agents, employees or contractors. 6. Self -Help Remedies. If Grantee shall default with respect to any of its obligations set forth herein (including but not limited to its maintenance obligations) and shall fail within ten (10) days after receipt of written notice from Grantor to cure such default, then Grantor shall have the right, at its election, but not the obligation, and in addition to such other rights and remedies as may be available at law or in equity, to cure such default for the account of the Grantee and recover from Grantee the reasonable cost and expenses so incurred (including reasonable attorneys' fees and court costs) upon written demand for payment from the Grantee, together with reasonable documentation substantiating said costs and expenses. The ten (10) day cure period shall be extended in cases where due to the nature of the default, the default cannot be cured within ten (10) days but can be cured during a longer time, so long as Grantee commenced cure within the initial ten (10) day period and is diligently pursuing such cure. In the event of an emergency, no prior notice shall be required to be given by Grantor prior to exercising its remedies hereunder so long as Grantor provides written notice of such emergency to Grantee promptly upon completion of cure. 6. Arbitration. All disputes concerning this Agreement shall be resolved by binding arbitration under the Rules of the American Arbitration Association. In any such action or 3 proceeding brought to enforce this Agreement, the prevailing party shall be entitled to an award of its costs and disbursements, including reasonable attorneys' fees and costs. 7. .Miscellaneous. This Agreement constitutes the entire agreement between the parties hereto with respect to the subject matter contained herein and supersedes all other agreements, arrangements, or understandings that may conflict with or are inconsistent with the terms hereof, whether oral or written. This Agreement may be executed in one or more counterparts each of which when so executed and delivered shall constitute an original but together shall constitute one and the same instrument. This Agreement shall be binding upon and inure to the benefit of the heirs, administrators, legal representatives, devisess, successors and assigns of Grantor and Grantee. The captions preceding the text of each article and section hereof are included only for convenience of reference and shall be disregarded in the constrt:ction and interpretation of this Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Agreement . to be executed the day and year first above written. GRANTEE CSM LODGING, L.L.C. By: CSM PROPERTIES.M. Its: MANAGER By: GL 7 .2n Its Via M s/nza TUKWIL STATION, L.L.C. By: .- / Its: tri/hvalal Kehya 4 GRANTOR KOAR-SEATAC PARTNERS, L.P. By: KOAR - SEATAC INVESTMENT PARTNERSHIP, L.P., a California limited partnership, Its: General Partner By: KANEKOKOAR - SEATAC, INC., a California corporation Ito: Partner By: Its: UIGG T ,stied' STATE OF MINNESOTA ) )as. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me this 2 / day of Ay V , 1998, by MW C/tec.44/Z , the Weir'. ftee546 .t/T of CSM PROPERTIES, INC., a Minnesota corporation, the Manager of CSM Lodging, L.L.C., a Delaware limited liability company, on behalf of the corporation. r (ir,% 7 •4) CA RO LY N McCUNE NOTARY PUBLIC - MINNESOTA My Comm. Expires Jan. 31, 2000 Notary P lic • e STATE OF WAS I. ev ley, ) )ss. L t � COUNTY OF 4•x. ) STATE OF 019. COUNTY OF LOS THIS INSTRUMENT WAS DRAFTED BY David J. Yung Attorney at Law 2575 University Avenue West Suite 150 St. Paul, MN 55114 (612) 646 -1717 5 1998, by 4/4 /I 2cG/r- / ‹S' the of Tukwila Station, L.L.C., a Washington limited The foregoing instrument was ackowledged before me this day of n4 ,q•. f ti "tv 4$, vs ) e n1 b liability company, on e, ull com any. cr NOTARY t 1 :0 • — #-- 7 q, W= n nl ER +a•..• a19 iT • The foregoing instrument was acknowledged before n)e, t its day of 1998, by k g all Not y Publ'ic gag') of KANEKOKOAR - SEATAC, INC., a California corporation, the general partner of KOAR-SEATAC INVESTMENT PARTERNSHIP, L.P., a California limited partnership, the general partner of KOAR - SEATAC PARTNERS, L.P., a California limited partnership, on behalf of the corporati BETH A. MES Commission N 1113189 Notary Pubic — CaTttorNa Las Anpetea County My Comm. Expires Oct 18, 2003 k: \tome \miscdata \djywp \tukesm.Rs 4/27/98 LEGAL DESCRIPTION OF BURDENED PARCEL That portion of Henry Meader Donation Claim No. 46 in the Southeast Quarter of the Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing on the 2M line survey of Primary State Highway No. 1 Green River Interchange at Highway Engineer's Station 2 -M 149 +25.97 P.O.T. "Y" 0 +00; thence North 87 degrees 07 minutes 32 seconds East along said "Y" line 418.74 feet to an intersection with the Westerly margin of the Puget Sound Electric Railway right of way; Thence Southerly along said Westerly right•of way margin to a point 20. feet South of measured •at right angles to the Easterly • production of the above described "Y" line; Thence North 87 degrees 08 minutes 04 seconds East 100.00 feet to the Easterly margin of said Puget Sound Electric Railway right of •way and the true point of beginning; Thence continuing North 87 degrees 08 minutes 04 seconds East 124.74 feet to the Westerly margin of the Chicago, Milwaukee, St. Paul Railroad right of way; Thence South 03 degrees 40 minutes 04 seconds West along said Westerly right of way margin 327.11 feet; Thence South 87 degrees 08 minutes 04 seconds West 95.59 feet to the Easterly margin of said Puget Sound Electric Railway right of way; Thence North 01 degrees 26 minutes 34 seconds West along said Easterly right of way margin 325.10 feet to the true point of beginning. tabii.y Buttes Property Tax Lot 31 EMBIBIT B LEGAL DESCRIPTION OF CSM PARCEL That portion of the Donation Land Claim of the Heirs at Law of Henry Meader, Deceased, Designated, as Claim No. 46, being of Sections 24 and 25 in Township 23 North, Range 4. East W.M., Lying Easterly of the Easterly Margin of State Road No. 181 as conveyed under' Deed 'recorded under Recording No. 984951 and as widened by • Superior Court Cause No. 592029; lying Westerly of the Puget Sound . Electric Railway Right-of-Way; Lying Northerly of the City of Seattle Bow Lake Pipeline 'as • conveyed by Deed recorded under Recording No. 4151067; , . and lying .Southerly of a line 446.38 feet South and parallel, when .; measured .at right angles to the South line of South 158th Street - (Also known as a portion of Boundary Line Adjustment No. 88-44LA'. recorded under Recording No. 8809301116); Situate in the City of Tukwila, County of King, State of Washington. . . 1 ■■ EXHIBIT C LEGAL DESCRIPTION OF TS PARCEL • oo That portion of Government Lots 2 and 11 of Henry Meader Donation Land Claim No. 46, all in Section 25, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the centerline of the Weat Valley Highway also known as State Road No. 181, with the North line of the South 210 feet of said Government Lot 11, and its Westerly prolongation; thence South 87 degrees 47 minutes 19 seconds East along said North line 40.76 feet to the East margin of said Highway and the point of beginning; thence North 8 degrees 51 minutes 30 seconds West along said Easterly Highway Margin 808.08 feet to the South line of the City of Seattle's Bow Lake Pipeline Right of Way; thence South 87 degrees 13 minutes 12 seconds East along said South Right of Way line 273.28 feet to the Westerly line of a 100.foot Right of Way conveyed to Puget Sound Power & Light Company by Deeds recorded under Recording Numbers 2629432 and 2644020, formally known as Puget Sound Electric Railway Right of Way; thence South 1 degree 13 minutes 24 minutes East along said Westerly Right of Way line 791.76 feet to the North line of the South 210 feet of said Government Lot 11; thence North 87 degrees 47 minutes 19 seconds West along said North line 165.55 feet to the point of beginning; Except that portion lying South of a line parallel with and distance of 5 feet North, measured at right angles from the following described line: Beginning at the point of intersection of the South line of the Henry Meader Donation Claim No. 46 and the Centerline of Weat Valley Highway, also known as State Road No. 181; thence North 8 degrees 52 minutes 29 seconds West a distance of 48.98 feet along said Highway Centerline; thence South 85 degrees 30 minutes 26 seconds East 41.14 feet to the Easterly Margin of said Highway and true point of beginning of this described line; thence continuing South 85 degrees 30 minutes 26 seconds East 227.79 feet, more or less, to the Westerly Margin of said Puget Sound Electric Railway Right of Way and the terminus of this described line. (NOTE: The above described real property has been platted as "Lots 1 and 2 of Short Plat Number L97 -0053" recorded on April 21, 1998 as Recorders Certificate Number 9804219002) c.9 M MTV-- "s 174 At til Q ® t w , 16.H ove.o3 In 'Apo 4 I v I Cs. 1 6V I IP I. W t 1 1 nib, . , � • ii•• . �l . Z I -pi l 'eo 1 14 .1 . 1 sne L„ EXHIBIT E LEGAL DESCRIPTION OF EASEMENT PARCEL A utility easement under and across the following described property: The Easterly 15.00 feet of the South 100.00 feet and the East 10.00 feet less the South 100.00 feet of the following described property: That portion of Henry Meader Donation Claim No. 46 in the Southeast Quarter of the Southwest Quarter of Section 24, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing on the 2M line survey of Primary State Highway No. 1 Green River Interchange at Highway Engineer's Station 2 -M 149 +25.97 t P.O.T. "Y" 0 +00; thence North 87 degrees 07 minutes 32 seconds East O along said "Y" line 418.74 feet to an intersection with the 00 Westerly margin of the Puget Sound Electric Railway right of way; Tr Thence Southerly along said Westerly right of way margin to a point LD 20 feet South of measured at right angles to the Easterly p production of the above described "Y" line; GD 0) Thence North 87 degrees 08 minutes 04 seconds East 100.00 feet to the Easterly margin of said Puget Sound Electric Railway right of way and the true point of- beginning; Thence continuing North 87 degrees 08 minutes 04 seconds East 124.74 feet to the Westerly margin of the Chicago, Milwaukee, St. Paul Railroad right of way; Thence South 03 degrees 40 minutes 04 seconds West along said Westerly right of way margin 327.11 feet; Thence South 87 degrees 08 minutes 04 seconds West 95.59 feet to the Easterly margin of said Puget Sound Electric Railway right of way; Thence North 01 degrees 26 minutes 34 seconds West along said Easterly right of way margin 325.10 feet to the true point of beginning. imbue) Buttes property Tax Lot 31 City of Tukwila John W. Rants, Mayor. Department of Public Works Ross A. Earn.% P. E., Director JJS/tkf cc: Applicant (with copy of revised plan) Public Works Inspector (with copy of revised plan) Development File (with copy of revised plan) Kelcie Peterson, Permit Coordinator From Joanna J. Spencer, Public Works Development Engineer Date: 10-10-98 Subject: Southcenter BP Revision received 10-2-98 Permit Number: D97-0376 Review Approval The above revision submittal involves relocating catch basins and pipe to avoid conflict with gas line has been approved on October 9, 1998. This approval has been entered into the Sierra Permit System. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 431-3665 r1 «r,; 'r.; :s, cvvrtrmex..v.aai 4 .lH,1171/+: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, .Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /0 ' I • re PLAN CHECK/PERMIT NUMBER: p f 7. 4376 PROJECT NAME: JG , PROJECT ADDRESS: /00 rV • V1411.4! dot CONTACT PERSON: /44e4 &Uli/UI to . PHONE: 414.4S/ /2; Z REVISION SUMMARY: /! )/I St Dim/ Nl4e & 0 / '9G" 4p th 4(J a le C& 4//. /22LoC*r6 C4 it , , 41 /d f) W oti M thvogrt. Ca # /o , 4s W -t /4Q P 11E7w & 4R Ili 7 10 C4 / /o, SHEET NUMBER(S) C p /TN c3 i2 "Cloud" or highlight all areas of revisions and date revisions. Bldg. Planning Fire ECEIV,'D OCT - 2 1998 PU WORKS SUBMITTED TO: CITY USE ONLY Public Works 3/19/96 10.46 NO RETAIL DEVELOPMENT �� !1Y PAN71AL IIIONTA� IIHNo 1E11EE1Ta PLAN NEVER WHEN ` NEW BP SERVICE STATION as N a co !n iJ - REMOVE k RESET DOST. t YN. BOXES :TO' N'S - EZ= 12.65 -18" ZAP GATE II e, '' w Ca. ET . l ex SE &d � nA7b2 4.E. 21. 4. "S L4fl LE. 1,44IO''W - EX CB (TYPE 2) CSM HOTEL PROJECT SITE 21231' 2` - SBA c.5 '� - — — — GONSRUGRON- c�wERL .n OF STATE ROAD 181 -- _- �? 741 WEST VALLEY HWY (SR 181) - - - - - - -- EX CB (TYPE 2) EX CB (TYPE' 2) EX CB (TYPE 2) IV 1 • "A. e• a @ ∎_7G :71 Q. 040 fat irrrads AB ewes IBM Isama lob SI DOB WTI t06 IMAM I n' al i tiOf.6" - - "•- -TOP OF BANK - - - I Is- tYtl'0?$1 ( a DATE OCTOBER 02. MM e shsst C3R 0 .zo y • REMOVE lc RESET DIST. SIGNS 184.18' 1 CAUTION DOSING UNDER GROUND PONE IS IN CLOSE PROXIMITY OR MAY BE IN CONFLICT KITH 1}E PROPOSED STORM DRAINAGE SYS1EY. CONTACT PUGET SOUND ENERGY PER TO BEGINNING CONSTRUCTION TO ARRANGE FOR RELOCATION AND ADJUSTIENT REMOVE & RESET EXIST. SIGN - ... _ FRONTAGE IMPROVEMENTS PLAN 1' = 30' b ,a 20' 3b' ,i • • APPROVED PER PUBLIC WORKS A LETTER DATED 1O) IO/ 9R A5 Burin~ PM,i Apo I PEOFZLL Forjea z APPROXIMATE UNITS OF ROCK SLOPE PR01ECT10N REMOVE N REPLACE DC `� SEE GUARORAL w TERMINAE j 'fill ' END /111 - T I • , -ma y" �� j ;y `r " 'N0T4 " II It �:: ' IL*. � — -- �_-Z� 41.30 � ► �l ' a 1_ Vi ` r -- - J ai, . 1 ' ' iJ i • r1— _ _ "':"�` °h \ \n`��` • • SAw an PA' MOM DRIVE C.B. B ME I G.E. t5.S2 /.E. tz •10 MC ; August 04, 1998 0: Duane Griffin, Building Official City of Tukwila opy: Van Zetkeles Peter Dierickx Armstrong Construction Company Roger`011enburg and Associates Archlitciural and Development S drvicer 555 116th Avenue NE, Suite 15S Bellevue, Washington 98004 Telephone 425 451.1232 Fax 425 451.1841 rogoro(alnwlinh.com Southcenter BP 9621 Convenience Store (Foutac#14,6d, :p} 100.7 9376). Delivery and setting of the pre- fabricated modular building is scheduled for Wednesday August 19. It is expected that the installation will he complete on Friday August 21. AU transit of the modules will be on Washington highways. Permits are being obtained by the manufacturer. Regards. Ro 011enbur W Archite 't City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: June 261998 SUBJEC'ij: BP Convenience Store 1-oun d aj-,'O ) 16200 West Valley Highway Project No.: PRE96 -036 Permit No.: D97 -0376 Contact Person: Roger 011enburg Phone: (425) 451 -1841 ALL PUBLIC WORKS ACTIVITIES FOR THE ABOVE LISTED PERMIT NUMBERS WILL BE COVERED UNDER PERMIT NUMBER D97 -0376. SEPARATE MISC. PERMIT APPLICATION IS REQUIRED FOR HAULING ACTIVITIES. THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 261998: JJS /tkf PERMIT FEE 11" Permanent Water Meter (Convenience Store) $325.00 kit 1/2" Permanent Water Meter (Car Wash) $625.00 4" Exempt Water Meter (Irrigation) $325.00 ihannelization/Striping $25.00 4' ✓ urb Cut/Access $25.00 ire Loop/Hydrant $25.00 and Altering $165.00 4 andscape Irrigation $25.00 Sanitary Side Sewer $20.00 .torm Drain $25.00 CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of appliratinn) TOTAL: $1585.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 WL mapiso TUKWILA STATION LLC C/O 600 WESTLAKE AVE. N. SEATTLE, WA 98109 . 06/25/1998 11 :58 425 -451 5 ACORIP•tv: i:.:. A1; a" i:, ki' a.'" y' yw L.; XIx Rt� i. �� '^a w . �� Ch.•'t,r ?CK AtA00LlCldl Insurance Services Group, Inc. 1155 North 130th Street, 8400 Seattle, WA 98133 (206) 367 -0555 FAX 368 -7003 WOODINVILLE OFF1C `208) 483 -4683 FX: 4871 ir 4 04111y, ROGER OLLENBURG )°rr,Si',•�#;i 4 M: w:ikCFtt•S'. ,„ , ' 1 MN ., as :.,; : 0 .,.. «,.:; > > ; Y ; :� „:: • 10 / 24 w�r, i• �i M Si tl$�'!YA a...:: y'$.b #R:A:}i.i:i »:e:nw..: f � } j;n . ........ ' THIS CERTIFICATE IS ISSUED AS MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON 711E CERTIRCATE HOLDER. THIS CERTIFICATE ' D01$ NOT AMEND. EIITEND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. corrANY A LETTER • Lima COL+MANY C ! LETTER • COMPANY • LETTER COMPANY E LETTER • • COMPANIES AFFORDING COVERAGE MUTUAL OF ENUMCLAW INSURANCE RECEMFD JUN 1 5 TUKWILA PUBLIC, WORKS .y•.,««�,.•, : •.. s .. ..;.; r,,., « «,a .,.,;.•.: •�xw.rx,w.,S'a�w ” r";;:. Si• . K •� ,,� -�-� 'My't•L:..ifyt� u wi`�j' +W i ,`a t as a S, l a•'3�tw.ar «« r naiQ 2:4 A an ,M fi y �• „ Y' •.7 aY,AYafa.YC rt w?wO1i' iii: .a..ti i 'ifM .: 4 = . •o.a.e : : :! :�:i:S: r:ir; ::i<:y CN! �• ���iiia«i,`�.SwL:rC^�6�k�'.�a>, dim. w rC' x.. a�: 1; 5x7. 't'.�wrxi"1'><,..i�:�Tw,i�R -rr> .«a.�Y.:.S7�.Y4�:i:��Z:!:r. ara»« rw...•,..... w'. l'.:.. Y.`.:........ �,' i7iY9i) i:: M� t2:.. r..... ww • . THIS I9 TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD • INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UUIT9 SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. roULT lMECTTrt ,'D -10V COMM' '• CO re, OI MIKIIYMI:[ POLICY WYNN Nah LTA DATE (MU{OO,Y) DATE(WA.vEVM GENERAL AGGREGATE 1. MIODUCTSCOMHOr AGG. 1 0 / 3 1 / 9 8 ° - ' ' A D V . A; oisestlt.'Aram `, X 1 Coumelcul wool. LNaLfY 0USTW • cLAAS rum X !OCCUR, !MINERS a CONTRACTORS I OT. X ; ECU /ECU IAMMMBSAUABUTV ! i ANY AUTO ALL o itED AUTOS SCHEMED AUTOS NNW AUrot NOKOrN(ED AUTOS GMAOE LAWN i ac0• uumw i i EACH oCCUfENCE X : LAMELLA Fail . OTHER THAW UMBRELLA FORA wouri1't COL/INSATLON um ammovu ' LJAIIny CITY OF TUKWILA ATTN: R08S HELLER, PUBLIC WORKS 6300 SOUTH CENTER BLVD TUKWILA WA 98188 °10/31/97 FACH OCCURRENCE 1 FIE DAMAGE (Any am /r,) .1 ..... E t .. y Orr pNADq);1 ArEU. E]RE7L4E An '• COIADNIED SINGLE LIMB 9000 *WRY I (Poo pow) BODLY'LAARY 3 (For sedan() PROPERTY DAMAGE GL2S104 10/31/97 10/31/ 9 8; AGGREaTE VA i STATUTORY LWRS , EACH ACGDENY DISEAAE • POLICY LWR 0L46,9E • EACH EMPLOYEE Dt•CN.,mM OP OlaLaflONMOCATIONSMENCLiaraECUL rttAL• ADDITIONAL INSURED: CITY OF SEATTLE 4 CITY OF TUKWILA RE: SOUTHCENTER BP STATION, TUKWILA, WA PAGE 02 *Out DATE ((AWOO/rY) s 1,000,000 1,000,000 s 1,000,000 • 1,000,000 . :s is is i + ' ' • 50,000 5,000 ,000,000 ,000,000 '12• R i e "� %:1Kw: ",�1'1 "e�:i %Ftia:a• xAn: .c. =.y. a ; ..aa,:uat,.s «u >w• o � a ` � ..ant •,: t.. i:c: s::� rgu:.. i ..%2:(.�...x.�.s .....,: ,. >�,:.:.,:,:. .r.. ,..:,1 A` i�R: ii a .a..ay.t Maa::TiV.:40 r.te < V non I I fjA; �f As•:..aua:..;3. , A ro.oi:u.�r� .:e.ir H:;:. r: >.a:< .). 1. t. .+ >:.: >..�.A.,,.I,I.iY..;d.�.�, l..i:�:rt:•Y '::i ;::i: . v. � a I.i. v. ♦ . C .r...r.r.....•,.•y.•) WM MaAraha.paY.M as Nr r.-� v... • . I.n......,.• n ,,...; ^;a.i.wf.HA,.A�A ACA, M: nv: �. aa. ir.ncv.Mv:�a »N:ri.ih'1r'{(i {�if i�l:�: v {ll,n�7. 131 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ' EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL , 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGATION OR 514 UABIUTY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. S l ay u gEORAThe :,r A . i s � y � MA:iw►k Tut i�LL.�� a a T ".'byl S �y,� &: i ,:. ii :^• a mn � .t,,. t i. Al. •Y7 k.:J:d:,.,. YtY.Y T:F`:. `cK7...`� 06/25/1998 11: 58 425 -451 -1841 ROGER OLLENBURG Kelcie Peterson Van Zefkelec Peter Dierickx Certificate of Insurance Rog = 011enburg /Architect Roger 011enbur* and Associates :. Architectural and Lkvelopmenr Servicer 535 1 I 40 Avenue NE, Suite 155 Bellevue, Washington 911004 Telephone 42S 45I -1232 Fax 423 451.1841 rogcro(alnwlink.com • Southcenter BP 9621 Permit 097 -0376, Convenience Store:: Permit D97 -0377, Gas Canopy Permit D97 -0096, Car Wash TRANSMITTED HEREWITH : ® FOR YOUR INFORMATION ANO FILES COMMENTS: This certificate applies to the above permits. Regards, PAGE',0 The information contained in and attached to this transmittal may be proprietary, privileged and confidential. It is not to be used for any project other than the Reference, or otherwise copied without authorisation by Roger 011enburg. If you receive this transmittal in error, kindly contact our office. Thank you. March 24, 1998 , D97- 0376 daL ' - -Vepe 0.1 11.E 12.0tic.4 6114,14U/el aN lz. Pi City of Tukwila Department of Comrnunity Development PLANNING DIVISION COMMENTS The following comments are based on the revision submitted on March 18, 1998. If you have questions, please contact Michael Jenkins at 206- 431 -3685. A site plan must be included with the submittal that shows the following attributes approved by the Board of Architectural Review and through revisions approved following BAR approval: • The raised sidewalk around the Convenience Store must be completed • The width of the Carwash exit must be reduced The ACM header shown on the front elevation must be green and not blue 3. The Silver ACM fascia running along the top portion of the building must be located on all sides of the building, not the front and rear only. The corner units shall be indicated as Silver ACM John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukw (la, Washington 98188 • (206) 4313670 , Fax Hob) 431.36. 5 Bldg. •L:.....wr4,G t,e zArc mtn$3dx6:«Vgt:Kt1PYilal lerltt:C %Y'/ 'IKUV .uY.L.1N1'tG:%Y.?I kY..WaliA Ry3h{^DF 1� CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: Sp u r n- kCtTfr2, P r? PROJECT ADDRESS: Ro 74'O 1,06•fr VALLt1 u wr C4 is k& (k) Planning Fire DATE: 5. 11. PLAN CHECK/PERMIT NUMBER: bc?7 ' 0 % 7 CONTACT PERSON: IZOtit Nlrl.etgu 11 .4. PHONE: 41.6 . A S 1. 1 2.32 REVISION SUMMARY: Ri1I SE () � Pi M DtAlkAtt. r C9UTPALL. SHEET NUMBER(S) N), 7i /C A Pf i4 6urA L V WLAI ME et PeA "Cloud" or highlight all areas of revisions and date revisions. REVISION SUBMITTAL 9Icr✓1-k MI., & Ax9 rTh 11) S cocKitt, (S eSIL4 con-f • IlbZt& S.T' , T I COM&Iu60SNisT M tj /4I ACC..oMoO ( 6 S Fir-cut/Le NR() ea() 6gvNZ1 -. CITY OFETUKWILA r �r, SUBMITTED TO: ' T CENTER CITY USE ONLY Public Works 3/19/96 •-• R OBER T FOSS/VI]] „.•: CONSULTING ENGINEERS ''• March 10, 1998 • Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 • Tukwila, WA 98188 Regarding: 97-T-24 BP Gas Station Foundation (D97-0376) Convenience Store Dear Mr. Griffin: We have reviewed the foundation only for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the City of Tukwila. The scope of this review deals with the foundation of the convenience store only, as shown on Sheet F 1 . The other sheets submitted are for information only. A prefabricated modular building is to be constructed on this foundation. As directed by the architect, we have added a Note #10 to the Field Notes indicating the following: "The soils under footings to be designed and constructed based on the geotechnical report by Giles Engineering Associates dated March 4, 1997, Report Number #6G9702009." We have forwarded a copy of this letter to the architect, Roger 011enburg and Associates, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, Cry al Kolke Senior Plan Reviewer s ( .. ROBERT FOSSATTI ASSOCIATES, INC., P.S. cc: Mr. Roger 011enburg Roger 011enburg and Associates 555 - 116th Avenue NE, Suite 202 Bellevue, WA 98004 c:IfossattiItukwilaI 97t24"4.doc A PROPESSIOML SERVICES CORPORATION 2030 FIRST AVENUE SUITE 203 • • SEATTLE. WASHINGTON 90121 TELEPHONE: (206) 256-1003 . PAX: (206) 256.0197 FIECEIVE CITY OF TUKWILA 0 1998 MAR A PERMIT CENTER RFA #970102-24 • Ms. Crystal Kolke Robert Fossatti Associates, Inc., P.S. FREY a MOSS S T R U C T U R E S Dear Ms. Kolke, RECEIVED FEB 1 2 1998 ROBER I ross l ' i ASSOC. RECEIVED FEB 1 3 1928 Regarding: 97 -T -24 BP Gas Station Foundation (D97 -0376) RFA #97102 -24 Frey -Moss Structures Job # T -15BT This letter is being written in response to your request for additional clarification and design specifications for the building foundation. The following responses correspond to your request included in your report dated 2/4/98. All design sheets and plans agree upon the design criteria of 25 PSF Roof Live (snow load) and 100 PSF Floor Live Load. See Sheet Al, F1, and Design Calculations 1 of 17. 2. See Item 1. 3. a. The roof framing structures is as follows: There are two (2) double trusses 25" tall located at 9' -0" and 20' -6" from the rear of the building. Across the front of the building is a single 42" truss. All 25" trusses span 53' -0" w/ column supports at each end. The 42" front truss has a clear span of 44' -2 ". --� The largest tributary width for a 25" truss is 6' -0'h ". For the 42" truss the largest tributary width is 6' -01/2". The dead load applied to the roof (12 psf) takes into account any mechanical loading. The floor framing is similar to that of the roof frame with back -to -back C12 X 20.7 as the center beams and a single C12 X 20.7 along each longitudinal end. b. See 3a. c. See 3a. d. See 3a. e. A column point load plan has been added to the calculations (16 of 17). These loads are then added to the floor loads at each footing to determine the load applied at each footing (shown on 16 of 17). The footings have been sized accordingly and shown on sheet 17 of 17. 4. Section `B" has been added to clarify the connection along the "long wall ". See sheet F1. 1801 ROCKDALE IND BLVD CONYERS GA 30012 PH 770.483.7543 FX 770.483.6037 www.freymoss.com "•r ';'",', • Th weld plate connection design has been revised to account for the applied shear L oads in both the transverse and longitudinal directions. See sheet 14 of 17. If any additional information is required or you have any questions or concerns, please Contact Shawn McGovern at 770-483-7543 ext. 100. Sincerely, Charles H. Moss t 04 / . 1; 5 vuto Mats Ms:: Crystal Kolke 1 Robert Fossatti Associates, Inc., P.S. E D JAPE Frey -Moss Structures, Inc. "Expect The Best" Regarding: 97 -T -24 BP Gas Station Foundation (D97 -0376) RFA #97102 -24 Frey -Moss Structures Job # T -15BT Dear Ms. Kolke, This letter is being written in response to your request for additional clarification and design specifications for the building foundation. The following responses correspond to .your request included in your report dated 12/29/97. ,..1 "Construction Approval" box has been removed from this set of drawing. ,2 Structural Notes, including all requested notes, have been included on both the cover sheet for the design calculations and also on to the drawing sheet F1. 3 :.UBC Section 1907.7 has been adhered to by the addition of a required clearance of 3" between edge of concrete and rebar. 4. Snow drift has been accounted for in the building design. All calculation have been revised to reflect this added loading. ,5. The section is drawn correctly — the channel shown is beyond and does sit atop a weld plate at its connection location. 6' Notes have been added to section A/F1 to reflect that the channels are only shown for reference and are not included in the foundation permit. ..,7( The roof and floor framing drawing have been included as supplemental drawing for your use. ,8 :'')Veld plate calculations have been added. See sheet 15 of 15. 9: Lateral analysis calculations have been added to the design calculations. See sheet 14 of 15. If any additional information is required or you have any questions or concerns, please contact Shawn McGovern at 770- 483 -7543 ext. 100. Modular and Design Specialist P.O. Box 459 • Conyers • Georgia • 30207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 JAN ,1 6 1998 ROBERT FOSSA1T1 ASSOC... j 1998 ,1, ilECEIvA-n 1998:, . 4 • • • - :.....1.1hese drawing" . and all Inform— 'atles6 of 'a,•confidential nature and rims% the property of Freriloss Stn.sctures. Inc. :(FMS). Anyuse or reproduction of those drawings for anY purpose, except by 'written permission of Froy—Alose Structures. Inc. - Is strictly prohibited. :FREY-rMOSS STRUCTURES TOSCO NORTHWEST • • 34'79 , X •.63!—O" MODULAR BUILDING JOB NO. T-15BT SHT. OF DATE CALC. BY 3. a) The 44" truss on Page 5 has been revised to be four column supports in stead of two column supports. The column load on the floor framing was shown on page16. The footing loads and footing sizes by Grids A4, 84, E4, AND E8/4 have been revised. See page 17. b) Footing F1 and F2 on Sheet Fl have been revised. ,11 ;4. f$: .wa .4 i3OrY lK r}HWIr!Y:YM 03/25/1998 11:19 425- 451 -1841 ROGER OLLENBURG Date: March 25, 1998 To: Michael Jenkins City of Tukwila Copy: Van Zefkeles Peter Dierickx Re: Southcenter BP 9621 Permit Project #D97 -0376 TRANSMITTED HEREWITH: Partial Site Plan at North Driveway Partial Site Plan at Convenience Store COMMENTS: Regar s, Roge011enburg/Architect Roger 011enburg and Associates Architecture! end Dew/r /matt Sery /cry 555 1 16th Avenue NE, Suite 155 Bellevue, Washington 98004 Telephone 425 451 -1232 Fax 425 451 -1841 rogcro(dlnwlink,com TRANSMITTAL COVER SHEET el FAX 7 »xKJ[ arncM VA9mro A.43S0MRrsrNerAcarkt . ,att ftuititnar'ydi;W.! emet *OknOt'W4itw1x El FOR YOUR INFORMATION 3. The convenience store exterior elevations will be per sheet Al submitted with the permit application for the foundation. Exterior wall finishes will be as follows: a. Metal panel above front windows will be green. b. Silver ACM metal fascia will be continuous around building. c. All corners will be silver ACM metal. d. Balance of walls will be stucco, Dryvit system. The Information contalned In and attached to this transmittal may be proprietary. privileged and confidential. it is not to be used for any project other than tha Reference. or otherwise copied without authorization by Roger ONenburg. If you receive MIS transmittal in error, kindly contact our office. Thank you. PAGE 01 1. The north driveway and adjacent on -site improvements have not changed from the original permit applications. Automobile symbols have been added to the attached partial site plan. This illustrates the discharge flow from the car wash, A car wash discharge "throat" 25 feet wide is not excessive. The relative locations of the driveway, car wash discharge and travel lane between the fueling area and the car wash have been designed to provide an efficient flow of vehicular traffic. Therefore, based on efficient vehicular flow and safety we feel this driveway area should remain as designed and previously approved. 2. The sidewalk surrounding the convenience store is illustrated on the second attached partial site plan. The following is in response to our telephone conversation yesterday. 03/25/1998 11:19 • JNT STRI • ES : DIAGONALS 425 - 451 -1841 ROGER OLLENBURG _. PAGE 02 24 I �r OONCAEIE WLLEY 11183E] UNDERGROUND STOR o o o k. o TANKS UNDER NO RE LOAD 1N RELOCATED F.H. 074112 -Q' , 03/25/1998 11:19 425-451-1841 ROGER OLLENBURG PAGE 03 D ate: March 18, 1998 To: Kelcie Peterson City of Tukwila. Copy: Van Zefkeles Peter Dierickx TRANSMITTED HEREWITH: Roger 011enburg and Associates • Architectural and Development Services 555 11 Gth Avenue NE, Suite 155 Bellevue, Washington 98004 Telephone 425 451 -1232 Fax 425 451 -1841 rogero@nwlink.com Southcenter BP 9621 Prefabricated Convenience Store Building Ea AT YOUR REQUEST El FOR YOUR USE & INFORMATION ANSMITTAL COVER SHEET RI COURIER Drawings, WA L &I #UBC4081, approved Jan 15, 1998 (2 sets) Notification to Local Enforcement Agency, with support documents (2 sets) COMMENTS: Sent per telecon with Duane Griffin. Regards, iVoe4 Rog97011enburg /Archit t It , The information contained In and attached to this transmittal may be proprietary, privileged and confidential. It Is not to be used for any project other than the Reference, or otherwise copied without authorization by Roger 011enburg. If you receive this transmittal In error, kindly contact our office. Thank you. RECEIVED CITY OF TUKWILA MAR 1 8 1998 PERMIT CENTER D91 - 03710 _/ c CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 t ,ISIWOMMTS. REVISION SUBMITTAL DATE: 3-/g ^ < PLAN CHECK/PERMIT NUMBER: 097-0376 PROJECT NAME: 11' (' P_(1 iPi E.JI +Q ,t(d CC.t-IO) PROJECT ADDRESS: /&( WeS7 4 / e y y CONTACT PERSON: R r O /ff(Lb U'9 PHONE: 1 / 5 'f5/ ^ I cD-3 c3- REVISION SUMMARY: J) ra w(1935 pprowa br Was/1 /y/OG c51 If. bept. �f- proal ac�� c -/s -98 L p/Ya/in dale H5 SHEET NUMBER(S) COYY1 , � Q 7�c � ° f Cif rDia n 5 "Cloud" or RECEIVED highlight all areas of revisions and date revisions. CITY OTKWILA MAR 1 T998 °ERMI CENTE SUBMITTED TO: CITY USE ONLY Bldg. 'Planning Fire Public Works 3/19/96 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: • 6 .f 1 • PLAN CHECK/PERMIT NUMBER: D 617 ' 0 3 ? & PROJECT NAME: SO um CITIO TL L I ? PROJECT ADDRESS: 1 Io ZOO NI IffS1 VALL6. -I !fit C�h1WA�l CONTACT PERSON: go In K YL n It U 126, PHONE: 42S' 45 1 12? 2 REVISION SUMMARY: STYLI LL4k1? /NG PLANS - R-6-11S60 A v cS'tfro i ? u c- Loot-43. SHEET NUMBER(S) • '1 (4 C°.n P "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ( Fiugt . )ORS' . CITY USE ONLY Bldg. Planning Fire Public. Works RECEIVEf) UWFY ' TtiK ;:r. rj 5i2Siv?<< c :-NTEA If at 3/19/96 •j { •ii, r }r�:n::..l}C'i .�7']��'lt;: . %� i'f;Cfe.ga:bfirn ;ry 41' : 'yf' *6e • R 0 13 E R T FOSSl 1"1 A S S O C I A T E S CONSULTING ENGINEERS March 2, 1998 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Griffin: A PROPESSIONAI. 2030 FIRST AVENUE SERVICES suIT8s 203 CORPORATION SP.r\'11i E. WASHINGTON 88121 t\OR, 1998 Regarding: 97 -T -24 BP Gas Station Foundation (D97 -0376) Convenience Store • TELEPIIONE: (200) 250.1803 PAX: (280) 250.0187 • RFA #970102 -24 We have reviewed the foundation only for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the City of Tukwila. The scope of this review deals with the foundation of the convenience store only, as shown on Sheet F1. The other sheets submitted are for information only. A prefabricated modular building is to be constructed on this foundation. The following comments should be addressed by the permit applicant: 1. The revised Sheet F 1 we received is not sealed by the Engineer of Record. Two sealed sheets must be submitted. 2. The geotechnical report should be referenced on Sheet Fl r We have used the report by Giles Engineering Associates dated March 4, 1997, Report Number #6G9702009. The Sheet Fl should indicate that the recommendations of the report will be followed. 3. Based on the Roof and Floor Framing Plans, Sheets E4 and E5, that were submitted for our information, we have the following concerns for the design of the foundation. In order to reference specific footings we have put them on a grid system starting with Grid A at the upper left, moving to Grid G at the upper right. Grid 1 starts at the upper left and moves to Grid 4 at the lower left. a) In the Engineer of Record's previous response, he indicated that the front 42 -inch truss spans approximately 44 feet. This assumes that the floor framing would pick up the truss reaction point load of 5.9 and provide support to the foundation. The footings that we see being loaded would be at Grids A4, B4, E.8/4, and G4. According to the footing loading information on page 16 of the calculations, it looks as though the entire reaction is being assumed at the footings at Grids B4 and E.8/4. The Engineer of c:\Foasatti \Tukwila\ 97124 ^3.doc Crys1!al Kolke Senior Plan Reviewer cc ', Mr. Roger 011enburg Roger 011enburg and Associates 555 116th Avenue NE, ` Suite 202 Bellevue, WA 98004 ROBERT FOSSATTI ASSOCIATES, INC:, P.S. Record must verify the load path and j ust i fy the design of the floor framing member that is taking this point load at what appears to be about center span. b) Page 17 of the calculations shows the required footing sizes for the calculated loads. We find the drawings have not been updated to reflect these requirements at the following locations: Grids B4, F2, and F3. Th above listed review comments should be responded in itemized letter form. We recommend th at the permit applicant have the structural Engineer of Record, Frey -Moss Structures, respond to .; the ab ove 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 architect Roger: 011enburg and Associates, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 - 3099. .Wii �hZ�` C�7� ,3'�bk�e„'��eThtin ?rarhaa�.�v February 4, 1998 Mr. Roger 011enburg 555 - 116th Avenue Northeast, #202 Bellevue, Washington 98004 Dear Mr. 011enburg: City of Tukwila SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0376 Southcenter BP - Foundation Only 16200 West Valley_Lly Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0376 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 Planning Division. At this time the Building Division, Public Works Department and the 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. 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 • 7 ukwlla, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila Department of Community Development P LANNING : DIVISION COMMENTS Date: December 18, 1997 Planner: Michael Jenkins Re: D97 -0376 The following comments are based on issues raised at the November 25, meeting concerning the new permits due to the addition of a modular building for the Convenience Store. If you have any questions, please contact me at 431 3670. The raised sidewalk around the Convenience Store must be completed. The width of the Carwash exit must be reduced. The raised concrete walkway that ends at the east side of the Carwash has no Zink to the concrete path from the store to the City Trail. Please revise the plan to create this link. John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 R 0 B E R T FOSSATT1 A S S O C I A T E S CONSULTING ENGINEERS February 4, 1998 Dear Mr. Griffin: !iAMN / Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL SKIA I :ES CORI'ORAI'ION 2030 FIRST AVENUE SUITE 203 SFe\I'rLE. NASI IING I'ON 98121 TEW:I'I IONE: 1208) 258.1803 FAX: (20)3) 25)3.1)197 E-MAIL: tossnllI@mNlnk.rom RECEIVED CITY OF TUKWILA FEB 0 5 1998 PERMIT CENTER Regarding: 97 -T -24 BP Gas Station Foundation (D97 -0376) RFA #970102 -24 Convenience Store We have reviewed the foundation only for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the City of Tukwila. The scope of this review deals with the foundation of the convenience store only, as shown on Sheet F1. The other sheets submitted are for information only. A prefabricated modular building is to be constructed on this foundation. The following comments should be addressed by the permit applicant: 1. Sheet F1 and the cover page of the calculations call fora snow load of 10.5 psf. This is not correct. The design snow load is 25 psf which is indicated on the design criteria on Sheet Al. It appears that the design of the structure has considered the appropriate snow load, just the notes on Sheet Fi and the cover page of the calculations are incorrect and should be revised. 2. Sheet Al indicates that a floor live load of 75 psf is used for the design, while Sheet F1 and the calculations indicate that 100 psf was used for the design. Sheet Al should be revised accordingly. 3. Additional clarification on the vertical design of the structure is still necessary in order to evaluate the foundation. The Roof and Floor Framing Plans, Sheets E4 and E5, were submitted for our information; however, it is difficult to tell where column supports are. We have tried to compare the submitted calculations and the drawings and have the following concerns which should explain the additional information necessary in order to accurately evaluate the foundation. a) Evaluating the Roof Framing Plan, Sheet E5, there are three roof trusses that span approximately 53 feet. The upper 25 -inch truss (Truss A) is about 9 feet from the rear wall, which we assume is a bearing wall, the next 25 -inch truss (Truss B) is about February 4, 1998 City of Tukwila BP Convenience Store Foundation Page 2 RECEIVED CITY OF TUKWILA FEB 0 5 1998 PERMIT CENTER 11.5 feet forward, and the front 42 -inch truss (Truss C) is about 12 feet forward. This assumption should be confirmed by the Engineer of Record. Page 4 of the calculations evaluates the 42 -inch front truss (Truss C). It shows a tributary roof area of 6 feet but does not indicate the reactions. We assume that columns are being provided at each end of the 53 -foot long truss; however, the Foundation Plan on Sheet F1 does not show supports at the ends of this truss. It also appears that the canopy footings are in the way of the left truss support. The vertical Toad path needs to be clarified. Page 5 of the calculations evaluates a 25 -inch roof truss with a tributary roof load of only 6 feet. Truss A would have a tributary roof load of 10.25 feet and Truss B would have a tributary load of 11.75 feet. This calculation needs to be explained. The mechanical weights also need to be considered. Our calculations indicate that the 3' -6" square footings would be underdesigned considering the above parameters without even adding the floor loads or the additional roof loads from the 10 -foot wide module on the right side of the building. Page 10 of the calculations evaluates the load on the C12 x 20.7 floor beams. A 6 -foot tributary floor area is used. The foundation supports are spaced similarly to the roof; therefore, the tributary areas appear incorrect. See item `c' above. This will effect the vertical load to the foundation, which must be clarified by the Engineer of Record. Page 13 of the calculations evaluates columns. The location of these columns, and any other columns, needs to be clarified. We must be able to verify that they are supported properly at the foundation. f) We still do not find calculations that evaluate the footings. While page 15 indicates the capacity of each footing size, it is necessary to evaluate each footing condition by identifying the roof and floor loads. The load path from the roof and floor framing must be clear so that foundation loads can be clarified. Our review of the roof and floor framing plans show that many footings will be inadequate. Additional calculations need to be submitted for each specific footing loading condition. 4. Section "A" is cut at a side wall. A section should also be cut at a long wall to clarify the load path. 5. Page 13 of the calculations shows a wind load of 7650# acting on each end of the building. The calculations indicate that a minimum of 32 feet is required for each shear wall, thus the entire end wall must be used. If we were to evaluate the shear forces acting on the foundation on the left end of the building, for example, there would be a shear force of 7650# acting over 4 weld plates. The resulting force on each weld plate would be 1913# (7650 # /4). The calculation on page 14, which evaluates the shear force on the weld plates, takes the total • February 4, 1998 City, of Tukwila BP Convenience Store Foundation Page 3 shear force on the building, 15300# (7650# x 2), and divides by the number of weld plates along the perimeter of the building, 19 plates. The weld plates are then designed for a shear force of 805# (15300#/19 plates). This methodology does not consider the actual load path for shear forces to the foundation. The calculations for the evaluation of the weld plates need to be revised and resubmitted. We are concerned with the lateral analysis for the front wall of the building and, therefore, the design of the foundation. For shear forces acting along the front wall, there is only a 14-foot long wall that resists shear forces. Only 2 weld plates occur directly under this wall. The weld plates along the whole front line of the building could be used as long as the base channel was designed to transfer the shear forces to the foundation weld plates. Connections of this element would have to be provided and the load path would need to be detailed. Also, it is not clear how the base channel is connected to the foundation. The Engineer of Record should clarify the design intent and verify adequacy with supporting calculations. We are concerned with the resolution of uplift forces on the 14-foot long shear wall on the front wall of the building. Clarifying calculations should be provided. The above listed review comments should be responded in itemized letter form. We recommend that the pennit applicant have the structural Engineer of Record, Frey-Moss Structures, 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 architect, Roger 011enburg and Associates, for your convenience, ff you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. C tal Kolke Senior Plan Reviewer cc: Mr. Roger 011enburg Roger 011enburg and Associates 555 - 116th Avenue NE, Suite 202 Bellevue, WA 98004 cAFossattnukwila1 97t24^2.doc • RECEIVED CITY OF TUKWILA FEB 0 5 1998 PERMIT CENTER February 4, 1998 Dear Mr. 011enburg: Enclosures File: D97 -0376 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Roger 011enburg 555 - 116th Avenue Northeast, #202 Bellevue, Washington 98004 SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0376 Southcenter BP - Foundation Only 16200 West Valley Hy 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 Planning Division. At this time the Building Division, Public Works Department and the 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. 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. Sincerely, ' Kelcie J. Peterson Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fa. (206) 4313665 P LANNING DIVISION COMMENTS Date: December 18, 1997 Planner: Michael Jenkins Re: D97-0376 The following comments are based on issues raised at the November 25, 1997 meeting concerning the new permits due to the addition of a modular building for the Convenience Store. If you have any questions, please contact me at 431- . . .3670. ▪ The raised sidewalk around the Convenience Store must be completed. The width of the Carwash exit must be reduced. • The raised concrete walkway that ends at the east side of the Carwash has no link to the concrete path from the store to the City Trail. Please revise the plan to create this link. • : , John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 R O B E R T F()SSA1'r1 A S S O C I A T E S CONSULTING ENGINEERS December 29, 1997 Dear Mr. Griffin: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL SERVICES CORPORATION 21)30 FIRST t'ENUK SUITE 203 sEXrn,E. Ni\SIIINGR)N 08121 TEW;1'IIONE: (206) 256- 111(13 FAX: (200) 256.1)107 Regarding: 97 -T -24 BP Gas Station Foundation (D97 -0376) RFA #97102 -24 Convenience Store 2. The Structural Notes should be expanded to include the following: a) Reference to the 1994 UBC b) Design loads c) Specifications for structural steel d) Welding to be performed by WABO - certified welders 3. Clearance for protection of concrete should be noted on the drawings. Refer to UBC Section 1907.7. RECEIVED CITY OF TUKWILA DEC 3 91997 PERMIT CENTER We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the City of Tukwila. The scope of this review deals with the foundation of the convenience store only, as shown on Sheet F 1. It is our understanding that a prefabricated building, which is not being reviewed under this permit, will be constructed on this foundation. If the our scope of work is other than described above, we must be notified and additional review will be required. The following comments should be addressed by the permit applicant: 1, Sheet F1 has a box that indicates that the drawing is not to be used for construction unless approved in the space below. This information needs to be filled out on the drawings before a permit can be issued. 4. It does not appear that snow drift has been considered in the design of the prefabricated convenience store building. We have concerns where the equipment screens would cause the build -up of snow. The Engineer of Record should address this issue. Refer to UBC Section 1605.4. 5. Section A/F1 appears to be cut the opposite direction and should be clarified. Although the base channel is not part of the foundation permit, it appears to be located incorrectly in this section, It appears that this channel should be connected to the weld plate. 6. Section A/F1 shows a C12 x 20.7 floor beam (refer to page 7 of the calculations). The drawings should clarify that this member is not part of the foundation permit; otherwise, additional information such as a floor plan layout, complete details, etc. should be provided for our review. ecem 29,4997 ity of;Tukwila P. Gas Station Foundation age 9 The Engineer of Record should provide a summary of the lateral force - resisting system for the prefabricated building so that we can evaluate the foundation for the support of the applied loads and the capacity to resist overturning forces. The calculations on page 11 are not explanatory . Th above listed review comments should be responded in itemized letter form. We recommend that the permit applicant have the structural Engineer of Record, Frey -Moss Structures, respond to he 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 copyof this letter to the architect, Roger 011enburg and Associates, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. incere Without a roof and floor framing plan, we cannot check the design :ofthe foundation. This information should be provided, either in supplemental calculations or on the drawings, hi order to review the footing sizes called out on the drawings. Cal culations should be provided for the design of the weld -plate connection to the footings. W e are concerned that only one 1/2 -inch diameter rod is specified: Refer to UBC Sect 1809.3: ` ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystd Kolke Senior Plan Reviewer Mr. Roger 011enburg Roger 011enburg and Associates 555 -116th Avenue. NE, Suite 202 Bellevue, WA 98004 a:\Foccat*ATu cwila19'7I24 ^1.doa ,... !, 1iV:) ri. )'ti��.raa•p.' ',:ly.�..(" }a.YV'e,..Y� u.rh December 9,1997 City of Tukwila :,. T` [.1"jrl.A. C f John W. Rants, Mayor. Department of Community Development Steve Lancaster Director Mr. Roger 011enburg 555 - 116th Avenue Northeast #202 Bellevue, Washington 98004 Dear Mr. 011enburg: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0376 BP Gas Station - Foundation 16200 West Valley Hy This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 3, 1997, was reviewed at the December 4, 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, - eda,e yeetif5i)2 Kelcie J. Peterson Permit Coordinator Pile: D97 -0376 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 The following comments are based on issues raised at the November 25, 1997 meeting concerning the new permits due to the addition of a modular building for the Convenience Store. If you have any questions, please contact me at 431- 1. The raised sidewalk around the Convenience Store must be completed. • 2. The width of the Carwash exit must be reduced. • 3 The raised concrete walkway that ends at the east side of the Carwash , has no link to the concrete path from the store to the City Trail. Please revise the plan to create this link. 6300 Southceater Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila Department of Community Development Steve Lancaster; Director • •-• Crystal Kolke ' - Robert Fossatti Associates Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 c 97-T-24: BP GAS STATION FOUNDATION Dear Ms. Kolke: Please do structural review per U.B.C., 1994 Edition. If you have any questions, please call me at 206-431-3671. Sincerely, 'kW Wendy Bull Permit Technician Enclosures 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 4313665 ..mc..ti4zz*Attt.01.0..ksphiatiaerAltiff,X4IVD.30.00,4113'11,:gftrinftlia " SOUTHCENTER BP 16200 WEST VALLEY HIGHWAY TUKWILA, WA (98188) LEGAL DESCRIPTION (AUDITOR'S FILE No. 8506141047) THAT PORTION OF GOVERNMENT LOTS 2 AND 11 OF HENRY MEADER DONATION LAND CLAIM NO. 46, ALL IN SEC770N 25, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF WEST VALLEY HIGHWAY, ALSO KNOWN AS STATE ROAD NO. 181, WITH THE NORTH LINE OF THE SOUTH 210 FEET OF SAID GOVERNMENT LOT 11, AND ITS WESTERLY PROLONGATION; THENCE SOUTH 8747'19" EAST ALONG SAID NORTH LINE 40.76 FEET TO THE EAST MARGIN OF SAID HIGHWAY AND 7HE POINT OF BEGINNING; THENCE NORTH 0851'30" WEST ALONG SAID EASTERLY HIGHWAY MARGIN 808.08 FEET TO THE SOUTH LINE OF THE CITY OF SEATTLE'S BOW LAKE PIPELINE RIGHT-OF-WAY; THENCE SOUTH 8773'12" EAST ALONG SAID SOU 77-1 RIGHT-OF-WAY LINE 273.28 FEET TO THE WESTERLY LINE OF A 100-FOOT RIGHT-OF-WAY CONVEYED TO PUGET SOUND POWER & LIGHT COMPANY BY DEEDS RECORDED UNDER KING COUNTY AUDITOR'S FILE NOs. 2629432 AND 2644020, FORMERLY KNOWN AS PUGET SOUND ELECTRIC RAILWAY RIGHT-OF- WAY; THENCE SOUTH 017 3'24" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE 791.76 FEET TO THE NORTH LINE OF THE SOU 17-/ 210 FEET OF SAID GOVERNMENT LOT 11; THENCE NORTH 87'47'19" WEST ALONG SAID NORTH LINE 165.55 FEET TO THE POINT OF BEGINNING. EXCEPT THAT POR770N LYING SOUTH OF A LINE PARALLEL WITH AND DISTANT 5 FEET NORTH, MEASURED AT RIGHT ANGLES, FROM THE FOLLOWING DESCRIBED LINE; BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH LINE OF THE HENRY MEADER DONATION CLAIM No. 46 AND THE CENTERLINE OF STATE HIGHWAY 181 (WEST VALLEY HIGHWAY); THENCE NORTH 08'52'29" WEST A DISTANCE OF 48.98 FEET ALONG SAID HIGHWAY CENTERLINE; THENCE SOUTH 85'30'26" EAST 41.14 FEET TO THE EASTERLY MARGIN OF SAID HIGHWAY AND THE TRUE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUING SOUTH 85'30'26" EAST 227.79 FEET, MORE OR LESS. TO THE WES7ERL Y MARGIN OF SAID PUGET SOUND ELECTRIC RAILWAY RIGHT-OF- WAY AND THE TERMINUS OF THIS DESCRIBED LINE. RECEIVED CITY OF TUKWILA DEC 0 3 19 PERMIT CENTER .............____-_.,..... ....... BP SOUTHCENTER NEW SERVICE STATION RETAIL DEVELOPMENT 16200 WEST TUKVVILA, WASHINGTON Owner L.L.C. 981 -8517 -4565 NE, SUITE 9E -1232 -1841 Project Information TUKWILA STATION c/o EVAN ZEFKELES 600 WESTLAKE NORTH SEATTLE, WASHINGTON PHONE 206 623 FAX 206 623 Architect ROGER OLLENBURG/ARCHITECT 515 116th AVENUE BELLEVUE, WASHINGTON PHONE 206 451 FAX 206 451 Scope of Work Vicinity PA oa N N N P N M 1'� S O O M t0 ¢� IAN fp M W 0 N � a w WOW JN " Q SJ - r_z N � Y DEVELOPMENT OF NEW RETAIL FACII RTES TO INCLUDE THE FOI I OWING; soul 0, 1 1. A NEW SERVICE STATION WITH 6 DISPENSERS, 2 UNDERGROUND TANKS AND AN OVERHEAD CANOPY. 2. A COPVENIENCE STORE BUILDING. 3. ACONVEYOR SYSTEM CAR WASH 4. LANDSCAPING ALONG WEST VALLEY HIGHWAY AND THROUGHOUT SITE. 5. PAVED CIRCULATION. AND PARKING AREAS. 6. STORM WATER COLLECTION - CONVEYANCE SYSTEM. SITE Legal Description THAT PORTION OF GOVERNMENT LOTS 2 AND 11 OF HENRY MEADER DONATION LAND CLAIM NO. 46, ALL IN SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF WEST VALLEY HIGHWAY, ALSO KNOWN AS STATE ROAD NO. 181, WITH THE NORTH LINE OF THE SOUTH 210 FEET OF SAID GOVERNMENT LOT 11, AND ITS WESTERLY PROLONGATION; THENCE SOUTH 8T47'19" EAST ALONG SAID NORTH LINE 40.76 FEET TO THE EAST MARGIN. OF SAID HIGHWAY AND THE POINT OF BEGINNING;! THENCE NORTH 08'51'30" WEST ALONG SAID EASTERLY HIGHWAY MARGIN 808.08 FEET TO THE SOUTH LINE OF THE CRY OF SEATTLE'S BOW LAKE PIPELINE RIGHT -OF -WAY; THENCE SOUTH 8713'12" EAST ALONG SAID SOUTH RIGHT -OF -WAY LINE 273.28'. FEET TO THE WESTERLY LINE OF A. 100 -FOOT RIGHT-OF-WAY CONVEYED TO PUGET SOUND POWER & LIGHT COMPANY BY DEEDS RECORDED UNDER KING COUNTY AUDITOR'S: FILE NOS. 2629432 AND 2644020, FORMERLY KNOWN AS PUGET SOUND ELECTRIC RAILWAY RIGHT -OF -WAY; THENCE SOUTH 0113'24 "; EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE 791.76 FEET TO THE NORTH LINE OF THE SOUTH 210 FEET OF SAID GOVERNMENT LOT 11; THENCE NORTH 8T47'19" WEST ALONG SAID NORTH UNE 165.55 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION LYING SOUTH OF A UNE PARALLEL WITH AND DISTANT 5 FEET NORTH, MEASURED AT RIGHT ANGLES, FROM THE FOLLOWING DESCRIBED,. LINE: BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH UNE OF THE HENRY MEADER DONATION CLAIM NO. 46 AND THE CENTERLINE OF STATE HIGHWAY 181 (WEST VALLEY HIGHWAY); THENCE NORTH 08'52'29" WEST A DISTANCE OF, 48.98 FEET ALONG SAID HIGHWAY CENTERUNE; THENCE SOUTH' 85'30'26" EAST 41.14 FEET TO THE EASTERLY MARGIN OF SAID HIGHWAY AND THE TRUE POING OF BEGINNING OF THIS . DECRIBED LINE; THENCE CONTINUING SOUTH 8510'26" EAST. 227.79 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF SAID PUGET SOUND ELECTRIC RAILWAY RIGHT -OF -WAY AND THE TERMINUS OF THIS DESCRIBED UNE. TAX ACCOUNT NO. 000580- 0038 -04 AUDITOR'S ALE NO. 8506141047 Drawing Index SITE DEVELOPMENT INFORMATION CONTROL PLAN AND UTILITY PLAN PLAN DRAINAGE CAR WASH 70 1R SITE PLAN AND PROJECT Cl R TEMPORARY EROSION C2R GRADING, DRAINAGE PLAN C3R FRONTAGE IMPROVEMENTS NORTHWEST EXPO CENTER STORM CW.A1R FLOOR PLAN CW.A2R BUILDING ELEVATIONS CW.A312 BUILDING SECTIONS CW.A4R WALL SECTIONS CWASR CEILING AND ROOF PLAN CW.A6R WINDOW AND 000R DETAILS CW.A7R SCHEDULES AND ELEVATIONS CW.S1R FOUNDATION PLAN CW.S2R FOUNDATION DETAILS CW.S3R ROOF FRAMING PLAN CW.S4R WALL DETAILS AND NOTES CW.P1R PLUMBING FLOOR PLAN CW.P2R PLUMBING PLAN & DETAILS CW.ACIR HVAC PLAN CW.E1R ELECTRICAL SCHEDULES & DETAILS CW.E2R LIGHTING AND POWER PLANS CW.FAR FIRE ALARM PIAN CANOPY S -14 GRADING AND STORM S -15 GRADING AND STORM L1R LANDSCAPE PLAN L2R IRRIGATION PLAN ES.1 ELECTRICAL SITE PLAN ES.2 STREET LIGHTING' PLAN CONVENIENCE STORE DRAINAGE DRAINAGE ONE LINES & LOAD CALC AND DETAILS RISERS Al EXTERIOR ELEVATIONS E2 FLOOR PLAN E3 EQUIPMENT PLAN E4 FLOOR FRAMING PLAN E5 ROOF FRAMING, PLAN E6 FRAMING DETAILS E7 SECTION E8 SECTION E9 SECTION ELI ELECTRICAL PLAN EL2 CEILING ELECTRICAL PLAN EL3 ELECTRICAL SCHEDULES P1 PLUMBING PLAN P2 PLUMBING AND GAS M1 MECHANICAL 'LAN M2 ROOF EQUIPMENT PLAN Ft FOUNDATION PLAN CS.FA FIRE ALARM PLAN CA.A1 R PLAN AND ELEVATIONS 51 STRUCTURAL PLAN AND SECTIONS S2 STRUCTURAL DETAILS FUELING FACILITY G1R SITE PLAN AND PROJECT INFORMATION G2R PLANS AND MATERIALS LIST G3R TANK SECTIONS AND DETAILS REFERENCE SURVEY DRAWING GUARD RAIL 4" WIDE PAINT S1RI' FOG LINE & DIAGONALS — T17 6' EIOSIING FEN TUKWILA CITY TRAIL EASEMENT S 01'22'22"0 335.96' �Oo13 == _ =_ - - - -- NEW 0550NG FENCE NOTES: CONCRETE ASPHALT 8 ED SPACES 0 ' 8' - = 72' () 4'1117' WHIFF SIfRIF'E SIF CO 0 8' -6 =17' STATE PP ROVED ■ VAN ACC I PAIN SYMB IOL Milt 1 %411IIII /VMYSAR/ i0oa oiri00% tir Oil A 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS WHICH AE TO REMAIN IN PLACE. ANY SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD AND UNDERGROUND INTERFERENCES WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION. AND SHALL TAKE ALL NECESSARY PERCAUTIONS TO AVOID DAMAGE TO THE SAME. THE CONTRACTOR SHALL USE EXTREME CARRION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND /012 TELEPHONE FACRITIES TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION THEREWITH. 3. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE (WNER, THE ARCHITECT NOR THE ENGINEER ASSUME ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOYM OR NOT IN THE LOCATION SHOWN IN THESE DRAWINGS. THE CONTRACTOR I5 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. EXISTING UTILITIES ARE LOCATED ON THE PLANS ONLY FOR THE CONVENIENCE OF THE CONTRACTOR AND SHOULD BE USED FOR BIDDING PURPOSES ONLY. 4. HC ACCESSIBLE SIGN SHALL DE AS FOLLOWS: SIGN MOUNTED ON POST CENTERED BETWEEN 3 AND 5 FEET ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE 'STATE DISABLED PARKING PERMIT REQUIRED BELOW INTERNATIONAL SYMBOL SIGN MOUNT SIGN WITH THE PHRASE NAN ACCESSIBLE '. 5. RAMPS SHALL BE AS FOLLOWS: MAX SLOPE = 1:12 MAX LENGTH = 6' MAX. RISE = 6" WIDTH = 44' WITH DIAMOND PATTERN TACTILE SURFACE 6 ALL SIGNS SEPARATE PERMIT. .r..::::EK`C'CURB 1 understand that tho Plan Check cpps ��c �ro sub;act to mops and omissions and apprcvJ of plans does not authorize the violation of any adapted WrdrtettE& Receipt of contractor's copy of pelq e Permit NO. SEPARATE PERMIT REQUIRED FOR: ❑ yECHANICAL ,,/ ELECTRICAL IJ PLUMBING ,GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY -0316 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS' WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FLED. I ,x hrnco , JUL 0 1 199 I BELL SIGN _ j'... AS NOT LONG DIVI'S TE wALK aqb..03b CL1 ara ECEIVED CITY R OF 1UKWILA DEC B 31997 PERMIT CENTER SITE PLAN I' = 20' CITY OF TUKWILA APPROVED CALL BEFORE YOU DIG 1-800-424-5555 s_ e� O • E N 0 : c C • N to M o tliE • Z +' 0, I !.E tn N Q3 to }m0;7 t0 3 N TD N M7 m in Z O. F- Q Z O�C CL F — 60 V W 0 cc a PROJECT: 9821REV FILM 9621-1R D RAWN OW JSA/EIN CHECKED St R 0 D ATES: '.. O 00100 REVIEW 11/25/97 PERlU1 REVIEW MID SET CORSTRUCT100 SET taw ROGER OLLENSURG PLANT SCHEDULE SYMBOL OTT. BOTANICAL NAME / COMMON NAME SIZE NOTES r 1/4 2* 0 el. t ) S 6 sl k TREES 2 AGER FREEMAN!! 'JEFFERSRED / AUTUMN BLAZE MAPLE T CAL. B*B, MATCHED FORM ' 6 BETULA PAPYRIFERA / PAPER BIRCH I-3/4° GAL. BBB, MATCHED FORM q FRAXIN)S P. 'MARSHALL SEEDLESS' / GREEN ASH 2" GAL. 545, MATCHED FORM 12 PSEUDOTSUGA MENZIESII / DOUGLAS FIR b' HT. 64E, FULL 4 BUSHY SINGLE LEADER SHRUBS Iq CORMS STOLONIFERA 'FLAVIRAMEA' / YELLOW -TWIG 17O5WO06 5 GAL. FULL FOLIAGE, 46" O.G. 31 CORfb)S STOLONIFERA / RED -TWIG DOGWOOD 5 GAL. FULL FOLIAGE, 46" O.G. 6 EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS 5 GAL. FULL FOLIAGE, 46" O.G. 46 JUNIPERUS G. 'FRUITLAND' / JUNIPER 5 GAL. FULL FOLIAGE, 46" O.G. 21 POTENTILLA FRUTIGOSA 'GOLD DROP' / BUSH CINQUEFOIL 5 GAL. FULL FOLIAGE, 36° O.G. 20 THUJA OCGIDENTALIS 'PYRAMIDALIS' / ARBORVITAE OUNOCiOVER 6' HT. B45, 30" O.G. \\ GOTONEASTER 'CORAL BEAUTY' / BEARBERRY GOTONEASTER CO 4" POTS. IH" O.G. MINI ARGTOSTAPYLOS WA -URSI / KINNIKINNICK 4" POTS. lee O.G. �,. EROSION CONTROL HYDROSEED SEE NOTES . SOD SEE NOTES EXISTING TREE TO REMAIN SEDUM TO CONTOUR 22. SEE ARGHITEG PLATS EXISTING TREE TO BE RENOVED 0 10' 20' 5 CF SCALE: I" = 20' - 0 O SHRUB PLANTING NOT TO SCALE SET GROWN AT WINERY HEI614T PER visas NK ylu p CITY 5 GS TRAIL EASEMENT GS 3 CF 5 CF 5 G53 ,—.i_ 5 CS ;19 14,44 Oft Alt Pe /4 rjetitilt I I 3 CF CURB OR HEADER NOTE, SPAGIN6 FOR 6Rc * COVER TO BE TRIANSUI AR PER DISTANCE SHOWN ON PLANT SCHEDULE. GROUNDCOVER NOT T O SCALE NOT TO SCALE wry* BARK A4U.GH EDGE OF BED - PIT TO BE TWICE THE ROOTDALL DIA. CD ON &RADE'TREE PLANTINe NOT TO SCALE LANDSCAPE NOTES I. Landscape drawings are based on the Site Plan prepared. by Roger ollenburg and Associates. Notify the architect of any discrepancies between actual field conditions and the drawings. Immediately notify the Owner's Representative of any adverse drainage conditions which may affect the health of plant material. 2. Provide protection Of all property,.persor1 work rogess r, structure, utIII1I , sry mas and pav surfaces fm damages Incurred arising Prom this Contract VerIPy locations In p of all existing undersgr 5 uti ve prior rker to commenceme nt of work. ro 3. Glean all paved surfaces free of soil and debris on a dally basis. 4. Provide landscape maintenance beginning at the first Installation of plant material and continuing until 30 days beyond Final Acceptance Including all Watering, weeding, spraying, fertilizing, resetting of plants, removal of dead or damaged plants, replanting and adjustment of tree staking. Submit a separate.ons ear maintenance proposal for the entire protect with the construction bid. 5. Guarantee all materials and workmanship for a period of one year from the time of Final Acceptance. Remove and replace Immediately any dead, diseased, dying or missing plant materials at no cost to the Owner during the guarantee period. Guarantee does not apply to plant material damaged or destroyed by vandalism or vehicular damage (other than Contractor's vehicles) during the guarantee period. -a 6. Obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work. Comply with all applicable codes, regulations and ordinances which pertrfn to this work. 1. Make no materials substitutions without the written approval of the Owner's Representative. 6. All plant material Is subject to Inspection, and approval or rejection by the Owner's Representative. q. Provide reproducible record drawings at I " -20' for all landscape work. 10. Remove all surface vegetation, debris and rock larger than 2" from subgrade and scarify prior to Installation of topsoil. Install Pacific Topsoils 5 -Way Mix as required to achieve indicatedberming. Place a minimum of b " . topsoil In all new planting areas. 11. Install 2" of fine ground, bark over all new landscape areas. 12. Place 15 lbs. of 10 -20 -20 granular fertilizer per IOOO s.f..over all new landscape areas. Place AgrIPorm 21 gram 20 -10 -5 fertilizers tablets at all trees (2 per) and shrubs (1 per). 13. Actual plant quantities shown on the drawings shall prevail over quantities shown on plant schedule In the event of discrepancy. Determine ground cover quantities based on triangular spacing and square footage. Provide continuous ground cover Installation under tree and shrub symbols Indicated on the Drawings. 14. Final Acceptance of the landscape work In this section shall be made by the Owner's Representative after an Inspection to determine 100 percent completion of the contract work, maintenance issues and punch list Items. 15. Erosion control hydroseed shall consist oP the following mix: 5596 Chewing, Fescue, 40% Perennial Ryegraes, and 5% Dutch Wlilte Glover. Apply seed at a rate of 4 lbs. per 1000 square feet. Hydraseed slurry to be mixed with 10 -20 -20 fertilizer at a rate of T I. per 1000 square feet, Silva Mulch at a rate of 40 Ibe. per 1000 square Peet and J -tac Binding Agent at a rate, of 11 lbs. per 1000 square feet. Promptly re -eeed all areas which do not germinate within 14 days. Base of blow-sale to be lined with Emerald Turf "Shadowmaster" or approved equal. Width of sod strip to be a minimum of 4' Wide. re -seed all areas which do not germinates within, 14 days SECURE TRUNK PITH DOUBLE STRAND OF 14 SAL. 6ALV. WIRE WRAPPED IN CLEAR VINYL. TWIST TI5HT. 211: SVC° Looe5POLE PISS TREE STAKES TIM 6° CONICAL POINT TREE PROP OF SPECIFIED) 36" P. TREE WELLS IN LAWN AREAS. PILL WITH 2° OF SPECIFIED SLUM. REMOVE TOP I/S OF BURLAP. LOOSEN WIRE BASKETS, BAGKFILL PIT WITH SO% TONBOIL NATIVE ',. SOIL. ADD:. SPECIFIED FERTILIZER TO MIX. CITY OF TUKWILA APPROVED JUL 0 1 1998 AS NOTED BUILDING DIVISION R ECEIVED CITY Ch TUY.WILA DEC 0 31997 PERMIT CENTER STATE OF WASHINGTON REGISTERED LANDS : ; HITE T i MARK H. BRUMNAU CERTIFICATE NO. 458 BEFORE YOU DIG 1-800-424-5555 Z O F" i < =z I— o 0 Na it.; i U) ' - %g a Q 8 0 W Z co PROJECT: 9B50BPTW F619 9650 DSAWN SW. ML/ CB CIICKID SY DATES DEMON REVIEW PENNY RIMER 12/2/97 SID SST • CON$TSUCTION SET o me ROGER °LUPI NIO sheet: of (sheet: 12 LANDSCAPE PLAN & DETAILS IRRIGATION SCHEDULE SYMBOL DESCRIPTION P.S.1. RADIUS G.P.M. RAINBIRD 1e06- 9AM- PRS -15F -FLT, 6" POP-UP SPRAY in ib ib 1 1 ti LI iL ■YL)ii) zoa“s3 if,i. xx 3. RAINBIRD 1806 - SAM- PRS -15H-FLT, 6" POP-UP SPRAY 1.65 RAINBIRD 1606- SAM- PRS -I50-FLT, 6" POP -UP SPRAY O. RAINBIRD 1806 - SAM- PR5- 15VAN, 6" POP -UP SPRAY 1.85 RAINBIRD 1806- SAM- PR5 -12H -FLT, b" POP -UP SPRAY 1.3 RAINBIRD 1606- SAM- PRS -120-FLT, 6" POP-UP SPRAY .65 RAINBIRD 1806 - SAM- PR5- 12VAN, 6" POP-UP SPRAY 1.95 RAIPBIRD 1806- SAM- PR5 -1014-FLT, 6° POP-UP SPRAY 019 RAINBIRD 1806 - SAM- PRS -100-FLT, 6" POP-UP SPRAY 2 0.39 RAINBIRD 1806 - 9AM- PR5- 10VAN, 6" POP -UP SPRAY 1.22 RAINBIRD 1806- SAM- PRS -6H -FLT, 6" POP -UP SPRAY 0.19 RAINBIRD 1806- SAM- PRS-60-FLT, 6" POP -UP SPRAY 0.99 RAINBIRD 1806 - SAM -FRS -EVAN, 6" POP -UP SPRAY 1.19 I) RAINBIRD 1806- SAM- PRS -PGS -040, 6" POP -UP SPRAY 0. 40 RAINBIRD 1806 - SAM- PR5 -PG5 -020, 6" POP -UP SPRAY 0.20 RAINBIRD 1806- SAM- PRS- I5EST, 6" POP -UP SPRAY 0.61 RAINBIRD 1806- SAM- PR5- ISSST, 6" POP -UP SPRAY 1.21 RAINBIRD 100-PEB, 1" REMOTE CONTROL VALVE RAINBIRD 150 -PE3, 115' REMOTE CONTROL VALVE Ili' FEBCO 805 Y, DOUBLE CHECK VALVE ASSEMBLY WITH RAINBIRD ISO -PEB Ili' MASTER VALVE RAINBIRD ESP -6LX *, MULTI - PROGRAM HYBRID CONTROLLER W/ PED -DDIS, WALL MOUNT GLASS 200 PVC 2" MAINLINE. GLASS 200 PVC LATERAL LINE (SIZE AS NOTED) SCHEDULE 40 PVC SLEEVING (TWICE SIZE OF INTERIOR PIPE) 3/4" 4 20 5 33 6 22 1 111 I I I i�tvi�►�N�t I I I � I I I ® t I o I -1/4 CONVENIENCE STORE PHASE 2 DEVELOPMENT 15 15 5/4 0 10 20 snow samst SCALE: I" = COMPACT SUBGRADE PER BAGKFILL t TRENCHING SPECIFICATIONS PAVING O SLEEVIN6 DETAIL NOT TO SCALE PVC 5CH. 40 SLEEVING MIN. 2X DIAMETER OF ENCLOSED PIPE 2" PVC 5GH. 40 WIRE SLEEVE TRAIL EASEMENT ,15 TUKWILA CITY 15 15 NOTE: BAGKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY'.. PIPE. ACCURATELY NOTE LOCATION AND DEPTH OF ALL SLEEVES ON: IRRIGATION .DRAWING. O TRENGHIN6 DETAIL 3 NOT TO SCALE 101) WEST V Pf-t-E( LALOWfA Y ( INSTALL POP -UP SPRINKLER HEADS 3" ABOVE GRADE AND ADJUST TO FINISH GRADE. SEE PLAN FOR MODEL AND BRAND. FINISH GRADE POP-UP HEAP / FUNNY PIPE NOT TO SCALE (I) MARLEX FITTING (2) SPIRAL BARB FITTINGS — SWING PIPE (18" MAX) PVC LATERAL LINE ELLG 4 0 NOTE: THIS DETAIL APPLIES ONLY TO POP-UP SPRAY SPRINKLER 1-1EAD5, INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE SWING ASSEMBLIES. AUTOMATIC CONTROLLER 120 V POWER BY OTHERS —3 2" P.V.G. CONDUIT FOR CONTROLLER WIRES These plans have been reviewed by the Pub% Works Department for conforms. ice v i1h current City standards. Acceptance is su) ec: to errors omissions which do not authorize vio'stinn,, of adopted standards or ordinances. Tho respoc :: ility for the adequacy of the design rests totally with the designer.; deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final accr-"ance is subject to field inspection by Date: Li p / B the Pub.._ v:orks utilities inspector. ca./ FINISH GRADE — 2" P.V.C.% EEP ELL BUILDING WALL O AUTOMATIC CONTROLLER / WALL MOUNT NOT TO WALE IRRIGATION NOTES . Irrigation drawings are based on the Site Plan prepared by Roger 011enburg and Associates. Notify the architect of any discrepancies between actual field conditions and the drawings. 2. Provide protection of all property, persons, work. In progress, structures, utilities, survey markers and paved surfaces from damages Incurred arising from this Contract. Verify locations of all existing underground unlit.. prior to commencement oP work. 3. Glean all paved surfaces free of soil and debris on a dally basis. . 4. Provide Irrigation system maintenance beginning at the first of materials and continuing untll 50 days beyond Final Acceptance Including all adjustments of materials and settings. 5. Guarantee all materials and workmanship for a period of one year from the time of Final Acceptance. Remove and replace Immediately any broken, damaged or missing materials at no cost to the Owner during the guarantee period. Guarantee does not apply to materials damaged or destroyed by vandalism or vehicular damage (other than Contractor's vehicles) during the guarantee period. 6. Obtain and pay for all necessary permits and fees as required by applicdole codes and ordinances for this work. Comply with all applicable codes, regulations and ordinances which pertain to this work. T. Provide 120V electrical service from the the building to the automatic controller. 8. Head and pipe layout Is diagrammatic. Adjust In field as necessary to provlde adequate coverage. 9. Contract work Includes (I) startup of the system at time of Installation and (1) winterization In Fall following Installation. Winterization to Include complete vacation of all water from piping via compressed air. 10. Make no materials substitutions without the written approval of the Owner's Representative. 11. Provide reproducible record drawings at 1 for all Irrigation work. I/2" IN LAWN AREA 2" IN BED AREAS FINISH GRADE IRRIGATION METER (SEE CIVIL DRAWINGS) CITY APPROVED VAULT W/ LID — DOUBLE CHECK — QUICK COUPLING VALVE VALVE ASSEMBLY — ANGLE VALVE SHUT OFF — INSTALL PLUGS 14 — MASTER VALVE TEST COCKS (1T) D ;�°�; sa • r"; 1, '2°14.17w* tats 5 *v. \ FROM METER `�MRAl2 ROCK MIN. 12' DEPTH CD POINT OF CONNECTION CITY of TIIKWIU NOT TO SCALE APPROVED PROVIDE FOR A - 24" LOOP OF EXCESS WIRE WATERPROOF WIRE CONNECTORS STANDARD CARSON VALVE BOX. PVC SKS 9015 PVC 5GH. 80 NIPPLE JUL 0 1 1998 AS 50 (1.0 SUILDMIC DIVISION cn , " I uTwlLe. GTRIG CONTROL VALVE DEC 0 3 1997 PVC. 5GH. 80 NIPPLE PERMIT CENTER STATE OF WASHINGTON REGISTERED l . - C,1A CH T / t ikk F _Aida ♦ MAINL MAINLINE 17 REMOTE CONTTROI ZONE CALL FORE YOU DIG 1- 800 -424- 5555 MARK H. BRUMBAUG CERTIFICATE N0. 458 !JU z 0 <w =z I- 00 O)t1 Et7 LLI C)_ Wm >w >3 CC Ill CI ED - an ti cf W Z PROJECT: 9650BPTW FY: 9850 O AWN Ca CHECKED E5: CB DAM: MESON REVIEW PERMIT REVIEW 12/2/97 5051750 !T KM 50055 0LLEISUIIO (sheet: 1l L2 of 1 2 CONVENIENCE STORE s FIN. FLOOR ELEV. 24.25 INS ' 1$1LL TEMPORARY SILT ON FILTER ON OUTLE PIPE EX CB INV EL = 20.63' TEMPORARY - - UticaT j NE4 sT T - - " . I < 9 22 L — -- EX SS MH RIM EL = 24.1 INV EL = 138 24 /1 , / / � dill 1lilll 1 ; i',1 INSTALL SILT I ALONG NOR I I'' I PROPERTY LIIfIE � \ X _ - - - - - INSTALL SILT ALONG EAST PROPERTY - - LINE WEST OF EXISTING CITY TRAIL FENCE INSTALL TEMPORARY SILTATION FILTER ON OUTLEEEEEEEE PIPE _ _ _ -CITY- 7lJiC+N1 i-t374 " -- 79T75'atatir 62' CAS EROSION CONTROL PLAN 1" = 20' INSf, LL CB I ROTEDT1DN T 4 _ _ EX CB RIM EL = 2279' __JNY.E1= ?6.39 - 12' S EX CB INV EL = 20.79' h L oTEc i TION — INSTALL TEMPORARY CONSTRUCTION ENTRANCE �4T EXISTIN6 � DIVEWAY /i co _e_DS=SIwv EX .551 6111 01 j _A�23 RIM E71 H — INV EL IN = 18.05' 8' 22 INV f11 our = 1532' 8" ry u N BELL SIGN SD ' 8• -5S Theseplans have been revie by the Publto Works Department for conform with current City standcrds. Acceptance i subject to errors and omissions which do n ot authorize violations of adopted standards' or ord i The responsibility for the! adequacy of fhe desig r totally with designer. Addflon dsNtbna or revisions to these drawin aflar fhh date will void this acceptanc and ado vsquMa a reeu bmittat of revised the dra aubaggW approval. acceptance is f0 field Inspection by the Public Works utillf Inepsotor Date: Final 6,f Gtg By - TEMPORARY EROSION CONTROL NOTES t. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. 3. TEMPORARY SILTATION AND DETENTION PONDS TO BE CONSTRUCTED AS SHOWN. 4. ALL TEMPORARY SILTATION AND DETENTION PONDS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL 2. 6. ONCE WORK HAS STOPPED IN ANY AREA STRIPPED OF VEGETATION, FOR A PERIOD NOT TO EXCEED 60 DAYS. IT MUST BE STABILIZED 40TH GRASS OR OTHER EROSION CONTROL TREATMENT. STAPLES OR WIRE RINGS (TYP.) FILTER FABRIC MATERIAL MIRAFI 1000 OR EQUAL 2 "X2" WOOD POSTS, STANDARD OR BETTER. OR EQUIVALENT BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8"X12" TRENCH FILTER FABRIC MATERIAL WIRE MESH SUPPORT FNECE FOR FILTER FA PROVIDE WASHED GRAVEL OR COMPACTED NATIVE SOIL AS DIRECTED BY LOCAL 1111 =1111= GOVERNMENT 8' QUARRY SPALLS CONSTRUCT PERFORATED, STAND PIPE AT END OF EACH POND OUTLET. 5/8' WASHED ROCK THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON- SITE EROSION HAS PASSED. RETURN SILTATION CONTROL AREAS TO ORIGINAL CONDITION. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTIONS, CHANNELS OR RETENTION FACILITIES. BUT IS AN APPROVAL OF TEMPORARY SEDIMENTATION PLAN ONLY. 2 "X2'XI4GA. WELDED WIRE MESH OR EQUAL =L _1111 -1111 SILTATION FENCE DETAIL NO SCALE FILTER FABRIC TUCKED UNDER GRATE AS SHOWN. CATCH BASIN PROTECTION NO SCALE R =25' MIN. (OPTIONAL) 12" MIN. 4 " -8" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NO SCALE 6. 0' MIN. _)4,III �Illn l EARTH BERM Z'7 PIPE TO CONTROL STRUCTURE CITY OF TUKWILA APPROVED JUL 0 1 1998 AS 00tt0 BUILDING DIVTSI(5N RECEIVED CITY. OF TUKWILA DEC 0 3 1997 PERMIT CENTER SILTATION FILTER DETAIL ND SCALE z g® z O ...12 I U O Q W 4 J J _ 2 14 P P REVISIONS; DATE: 5/24/97 DESIGN: JPM DRAWN: JPM CHECKED: REVISION NUMBER: SCALE: 1 " =20' PROJECT NUMBER: OEVT0005 SKEET N0. C1 OF 3 REVISED If 0 74 8 rc 0 APPD. REV. CARWASH BLDG, 11/25/97 REVISED BUILDINGS 8/27/97 POTHOLE LOCATIONS PER THE OWNER'S CONTRACTOR GROUND ELEV. 21.2 - TOP OF If WATER ELEV. 14.95 60" WATER MAIN NOT EXPOSED AT 7' DEPTH C.B. '1 TYPE 2 -48" G.E. 23.20 I.E. 17.93 lF 11 SD si2 I.E 19.20 9E 9LT CW. 618. 21.00 91T CY/. 17.86 335.95' (CALC) CO I.E 21.80 2 WAY CLEANOUTS TYP. AT SERVICE IMES SET WETS TO MATCH MECHANICAL LAN CONTEMN' DETAIL CC:HVENIENCE STORE S FIN. FLOOR ELEV. 24.25 NIGH VOLTAGE POWER. POLE j TYPE 1 G.E. 23.12 1i1 I.E 92 GUTTER 8 0.5076 1 I 46 /c /iii %iiiii�ii/ , _ '6• . i 1 / /I / / / /� %% !•• / / /O/ CP 12" SD I.E 16.48 30 IF 24" STEEL CASING SEE DETAIL THIS SHEET I.E. 19.61 \ NORTHWEST EXPO CENTER C.B. f3-3 TYPE 1 G.E 21.80 I.E. 16.80 APPRO XRIAIE LOCATIpV� EOSTING OTT OF 71MWM INFILTRATION TRENCH / ALONG WEST SIDE OF TRAIL 7S7RRAAAW��CUT EXISTING ASPHALT BACI OO INFILTRATION TRENCH WITH WASHED GRAVEL UJY -EL.- 20.53` j ENT AT FLT+ wts SAW CUT PAVEMENT PER NKNMA S �• RS-9 W 8jcWAL D� 181) N 08 51 31 VEST VAR H . - OB f RONt A SEE $NEST G3 139 IF it N12 06 • 1.00% 113 LF 12 PVC SD 0 0.500 C.B. G.E. 23.00 LE 20.54 4. BASE MAPPING, TOPOGRAPHIC OF ALL EXISTING FEATURES PROJECT SURVEYOR. DESI ,yi'' INFORMATION AND THE 1 CONTROL WITH THE PROJE ANY CONFLICTS BETWEEN :. BY THE PROJECT SUR 1' C.B. G.E. 23.5 I.E. 21.42 NERA _ NOTE \ $ 1. S ARCHITECTURAL SITE PLAN FOR SI LAYOUT DIMENSIONS, FINISHES, FURNISHINGS/AND DETAILS IJ SH0 ON-411S DRAWING. 2. SEE BOUNDARY AND TOP APHIC SURVEY FOR SITE HORIZONTAL AN - VERTICAL CONTROL 3. WORKMANSHIP AND MAZE ALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA IN I - 1 •. 1 P.. "MOON STANDARDS. RES, SITE ELEVATIONS VE BEEN PROVIDED BY THE ARCHI FEATURES ON THESE PLANS ME BA '61 ACTOR SHALL VERIFY SITE HORIZONTAL T SURVEYOR TO NING CONSTRUC AND WW1 FIELD CONDI S SHALL : PRIOR TO CONSTRUCTION. I (J RIM E1 INV E1 INV E1 BEV ERNS: SCAfa: 1".20' PROJECT NUMBER: OEVT0005 %005 12 SD I.E. 16.46 N jI I EXTENSOR OF C#RWA91 FOIJNDA11OI W TOP ELEV. 24.50 F.G BOTTOM 19.00091 ' SEE ARCNIECIURIIL ° ORANNCS 1 I OFFSIDE STORM DRAINAGE IMPROVEMENTS PER NORTHWEST EXPO CENTER SHEETS 514 6 515 2 �r EX SS MN RIM EL = 24.1 INV EL = 138 RELAY OWING SIDE SEWER 80 IF. 6' PVC 200% CONCRETE BLOCK WALL TOP ELEV. 23. BASE 016 1 / ^.. 2 4 100' WDE PUGET SOUND Pam 6 LIGHT CO. RIGHT OF WAY 22 15' 1111<' OTT OF TUKWILA TRAIL 129MENT 12" ADS N12 SD 24" STEEL CASING FILL WITH SAND STEEL BANDING STRAPS - -. CASNG DETAIL� TUKWILA CITY TRAIL S 0113'24' E 791.76' GEED) _ rx e;l.Yaa_ i -_ - 1' = 20' , Lb' 2b' 3b' 4b' TREATED 2x6 SKIDS RIPPED TO FIT EX CB RIM EL = 22.94' ua DING, DRAINAGE AND UTILITY PUAN ( 12 "S0 I.E. 16.46 BOTTOM OF CASING I.E. 15.96 Dq'I -03"16 15' 1' CLEAR TOP OF EXIST 12" WATER MAIN ELEV. 14.95 CASING P EX CB - _ EX SS r MH RIM fL = 2279' OR #" - ENV EL= b EXIST. 60 "W 15' C II ,TACO aEU sGN !07. L 1��yA T IC A LC L ✓.. 0 5 122 ",W 808.0 (� '� O P N p8 5 � _ 'Qys''' 12 "SD I.E. 16.48 BOTTOM OF CASING I.E. 15.98 ... „...--EXISTING GROUND 1.78' MIN. CLEAR TO BOTTOM OF POTHOLE POTHOLE OVER EXISTING 60 WATER MAIN, BOTTOM OF EXCAVATION ELEV. 14.2 EXIST. 60" WATER MAIN NOT FOUND OFILE - 23.55 -------- IN = 18.05' 8" 22 OUT = 1532' 8' 8�S ER BIND, 2 1/2" SANITARY SEWER CONSTRUCTION NOTES: ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKINLA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FOR SANITARY SEWERS. O CLEANOUT RIM ELEV. 23.23, I.E. 15.45 CONNECT TO SIDE SEWER O I E. 15.85 P.V.C. SIDE SEWER 0 1.000 O I.E. 1 21 LF 6.62 6" P.V.C. SIDE SEWER 0 3.68% ® 28 LF 4" P.V.C. SIDE SEWER 0 15.640 CLEANOUT RIM ELEV. 24.03, I.E. 21.00 O 79 L 4.V.C. SIDE SEWER 0 3.6 CLEANOF " UT P RIM ELEV. 23.95, f.01. 19.5 3 © 40 LF 4" P.V.C. SID SEWER 0 3.6 CLEANOUT RIM EIEV. 24.02 I.E. 19.5 3 O 29 IF 6" P.V.C. SIDE SEWER 0 1.000 I.E. 16.14 ® I.E. .14 31 LF 16 6" P.V.C. SIDE SEWER 0 12.450 CLEANOUT RIM ELEV. 24.00, I.E. 20.00 O 59 IF 6" P.V.C. SIDE SEWER 0 1.000 I.E. 17.63 ® 15 F 6" P.V.C. DE EWER 0' 17.93% I.E. L 20.32 INSTALL SI 6 ° G S ATE VALVE IN VALVE BOX 11 01L/WATER SEPARATOR "UTILITY VAULT 0." 660 -SA TOP ELEV. 23.60, I.E. 20.32 IN 9 OUT ® 16 LF 6" P.V.C. SIDE SEWER 0 1.00 C.B. TYPE 1 GRATE ELEV. 23.34 I.E. 20.64 ()GREASE INTERCEPTOR VARY VAULT 612 -GA 2500 GAL RIM ELEV. 23.89 I.E. 20.50 °GREASE INTERCEPTOR 'UTILITY VAULT 612 -GA 2500 GAL RIM ELEV. 23.93 I.E. 20.20. ()OIL/WATER SEPARATOR 'UTILITY VAULT' 660 - SA RIM ELEV. 23.91 I.E. 20.10. INSTALL VAULT EXTENSIONS FOR GRADE ADJUSTMENT NOTE: CONTRACTOR SHALL VERIFY WITH THE ARCHITECT 191 CARMAN CEASE INTERCEPTOR VAULTS AND OIL/WATER SEPARATOR VAULT ITEMSOOCI FOR SPECIFIC sum A18 PLUMBING 00090MORS, CONNECTION DETAIS AND PPE 92MS. WATER SYSTEM CONSTRUCTION NOTES: ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE PATH 1HE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FOR POTABLE WATER SYSTEMS. © CONNECT NEW MAIN TO EXISTING' 8" GATE VALVE © 10 LF 8" D.I.P. Cl. 52 WATER MAIN 1 - 8" 11 1/4' BEND MJXMJ WITH THRUST BLOCKING 5 LF 8" D.I.P. CL 52 WATER MAIN 1 -8" 90' BEND MJXFL WITH THRUST BLOCKING 1 -8" 8"x6" HYDRANT TEE FL, 1 -8" FLXMJ ADAPTOR 1- RELOCATED FIRE HYDRANT ASSEMBLY WITH THRUST BLOCKING © 173 LF 8" A.I.P. CL 52 WATER MAIN © 1 -8' 90' BEND MJXM3 WIN THRUST BLOCKING 0 0 0 1(9) fII iQJ 67 LF 8" D.I.P. CL 52 WATER MAIN CONNECT NEW MAIN TO EXISTING 8" GALE VALVE 1 - 1/4" WATER SERVICE 1 1/2" WATER SERVICE 1" IRRIGATION SERVICE WITH DOUBLE DETECTOR CHECK VALVE ASSEMBLY 0 REMOVE AND SALVAGE EXISTING WATER MAIN AND APPURTANANCES. CITY OF TUKWILA APPROVER BOTROM OF SWALE ELEV. VARIES ELEV. 19.61 TO 19.20 15' URUTY EASEMENT EXIST. SANITARY SEWER 3 r 31 1" RADIUS GRADE POINT SEE PUN EXTRUDED CEMENT CONCRETE CURB NOT TO SCALE BIOFILTRATION SWALE S® MIX Red Fescue (Festuc: rube) Red Top (Argrosis alba) 35% Meadow Foxtail (Alepocurus prateasls) 35% % WEIGHT % PURITY % GERMINATION 35% 90% 90% 92% 85% 90% 80% 8 BASE BIORLTRATION SWALE ECOLOGY BLOCK WALL 3V BLOCKS 2:2'x3' OR 2'0'06' STAGGER COURSE JOINTS TOP ELEV. 23.00 BASE ELEV. 19.00 TYPICAL SITE SECTION WEST VALLEY HIGHWAY 35.00' SAWCUT AT EX. FOGLINE RIES 3' MI 8.00 0.50' EXIST. ASPH. PAV'T. 3 1/2" COMPACTED DEPTH ASPHALT CONCRETE CLASS 8 6 "COMPACTED DEPTH CSBC ALTERNATIVE TO CSBC 4 COMPACTED DEPTH ATB 6" COMPACTED DEPTH GRAVEL BORROW /_ EXTR0000 008010 CURB 500 DETAIL 0 11175 SHEET TYPICAL SECTION WEST VALLEY HIGHWAY CONSTRUCT VALLEY GUT1ER AT\ CEMENT CONCRETE CLASS 5 NORTH 6 %E5T EDGES OF PUMP ` 6 "X W.W.M. 8 " -IA I.4 ISLAND SLAB. 00T1ER MAY BE 1 "INF. TYP/ CAST MONOU1HI0 NTH SLAB CONCRETE VALLEY GUTTER 3 1/2" COMPACTED DEPTH ASPHALT CONC. CLASS B I0 MIN. 3% MAX W�L 4 THICK CEMENT I___ CONC. SIDEWALK PER CITY OF TUKWILA STD. RS -11 6'COMPACTED DEPTH CSBC ALTERNATIVE TO CSBC 4' COMPACTED DEPTH ATB SUBGRADE PREPARATION PER SITE GEOTECHNICAL REPORT CONCRETE PAVEMENT TO BE 6' THICK WITH 6:6W7.4 :91.4 REINFORCEMENT SET ON 3" COMPACTED DEPTH CSTC SEE ARCHITECTURAL SITE PLAN FOR LOCATIONS 2 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CEMENT CONC. VERTICAL CURB & GUTTER CONTRACTOR TO ADJUST FORMS AS REQUIRED TO MAINTAIN PAVEMENT CROSS SLOPE AND POSITIVE GUTTER GRADE TO DRAINAGE STRUCTURES ASPHALT PAVEMENT CONC PUMP 19 SUB at• r POINT 1I 24" N - /3 BAR CONT. BUILDING DIVI1ION JUL 011998 1/2" AT ACCESSIBLE ROUTE AS NOTED NOT TO. SCALE VARIABLE (MINIMUM - 5.5) BITE CONCRETE WALKWAYS 5EE DETAIL 1165 SHEET SITE GRADE POINT TYPICAL RECEIVED CITY CF T UnWM DEC 091997 PERMIT CENTER +-- SLOPE 2.00% 4" TRIO( SIDEWALK 1 NOTE: CONCRETE TO HAVE STRENGTH 12" OF 2 "TO 3000 4 " P.S.ISWMP.� . IN 28 DAYS, COMBINATION CURB and SIDEWALK NOT TO SCALE z z g 0 P . 0 . U o u) pa Q F 3 Qm Q 5 ''' O 49 Y 5 RE99D CARWA91 BLDG. 11/28/97 ROMEO BUILDINGS 8/27/97 DATE: 3/24/97 DESIGN: JPM DRAWN: 9"U CHECKED: EFG REVISION NUMBER: SHEET 160. C2 0P 3 REVISED 8 APPD. - -- 121 LF 12 _SD_ SR 181 STA 156+22.77 I • FUTURE CURB INLET & ErCONNECTING PIPE BY OTHERS COMMERCIAL DRIVEWAY PER TUKWLA STD. RS-9 NEW PAVEMENT SEE TYPICAL SECTION N 08 51' 3 EX CB (TYPE 2) '>•- ..`,' r= = =°° .17 -= - -- = - = - = - = -- = : ---- -_, ------ •_. ___ :--_-_ ---__ _ .7 -z--= = ____ _ -=, ___ ==_=-- ------------ - 7 -- - -- - -i )- _____ / ermg.c.ftee. T asms.04-..,.. .. - fkammacowas...........o.....0.........m.......a.......1.40....0.......•'''...'"'"`‘ I -------- 1 -..._ .' k g • 9 ,P air 0 ', ' ,001 'W - . 4----- ' -=- - ,,,,,, ,,,"-- INV EL = 11.75' - 18" W/FLAP GATE 25 15 / N 07 1:50 W REMOVE & RESET EXIST. SIGN & MAIL BOXES 212J1' CONSTRUERON-CENTERLINE_ OF STA7E ROAB-184 WEST VALLEY HWY (SR 181) - it CONC. SD 24. STEEL CASING F111 WE SAND EX CB (TYPE 2) EX CB (TYPE 2) EX CB (TYPE 2) 50 181 34 N 0850;30' W ti ROCK SLOPE PROTECTION 1 MAN ROCK EXIST. CROON ELEV. 24.0 I LAYED ON SLOE Nk\i°41. CHOKE VOIDS W/ ROCK SPACES COMPACTED FE_ 12 CONC. SD ENCASED IN 24. 518. WALL SEE!. CASING PIPE TREATED 2x6 %IDS BUM BELL ENDS RIPPED TO FIT STEEL BANDING STRAPS CASING DETAIL SECTION A-A LOOKING NORTH REMOVE & RESET EXIST. SIGNS 184.18' CAUTION DUSTING UNDER GROUND POWER IS IN CLOSE PRO/UNITY OR MAY BE IN CONFLICT 0811 THE PROPOSED STORM DRAINAGE SYSTEM. CONTACT PUGET SOUND ENERGY PRIOR TO BEGINNING CONSTRUCTION TO ARRANGE FOR RELOCATION AND ADJUSTMENT REMOVE & RESET EXIST. SIGN A A APPROXIMATE LIMITS OF ROCK SLOPE PROTECTION FRONTAGE "IMPROVEMENTS PLAN KEY ROCK 12*MIN. INTO EXISTING GROUND DOSING UNDERGROUND POWER ADJUST GRADE TO CLEAR CASING BY 12 MIN. VERIFY CLEARANCE PRIOR TO CCfISTRIJC11ON 1' = 30' 2' 0 20' 30 4 • FRONTAGE IMPROVEMENTS PROFILE 1' = 30'H. & 1' = 5'V. REMOVE & REPLACE DE SEE SHEET C1 AND C2 FOR ON-SITE IMPROVEMENTS GUARDRAIL W/NEW TERMINAL END CIMS,,, , 111D P - jta • • 4111/ 'Ars., 1./ khr g EA.'" a, 1.■ I- ... .2 . ts, r, K2 r-, r•-, S ES 3' 01 V&ST VALLEY HIGHWAY 35.00' 8.00' R W - 2.005 ik 4" THICK CEMENT mi onm CONC. SIDEWALK PER CITY OF TUKWILA STD. RS-11 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CEMENT CONC -0 1 I: 7 7 0 EXIST: ASPH. PAVT. 3 1/2" COMPACTED DEPTH ASPHALT CONCRETE CLASS 8 6"COMPACTED DEPTH CSBC ,, ALTERNATIVE TO CS8C , COMPACTED DEPTH AM 6" COMPACTED DEPTH GRAVEL BORROW VERTICAL CURB & GUTTER VI P POSITIVE GUTTER GRADE TO DRAINAGE STRUCTURES TYPICAL SECTION WEST VALLEY HIGHWAY SR 181 STA. 159+02 TO STA. 161+83.05 LOOKING NORTH 2 SR 161 STA. 164+57.97 = TERSECT1ON S1RANDER BLVD. STA. 47+08.80 CITY OF TUKWILA APPROVED JUL 0 1 1998 AS NOTES BUILDING DIVISION c D " E R C 5 03 1LA 19 1 97 PERMIT GENTEF1 REVISIONS: APPD. AWED STORM CB 113 70 CB F2 0/25/27 DATE: 3/24/97 DESIGN: ,WM DRAWN: JPM CHECKED: EFG REVISION NUMBER: SCALE: 1"=30' PROJECT NUMBER: OEV1 SHEET NO. C3 OF 3 REVISED , ( ..,...--- DIST. GROUND EXISTING UNDERGROUND POWER ADJUST GRADE TO CLEAR SD VERIFY CLEARANCES PRIOR TO 30 LT CONSTRUCTION ...4 N,.,,: 'tl1S MR 05 - -,� Z 611441 %148 611'4Z '31 . FLO4UNE 24 T.C. 25.00 0 BACK WALK 2 I , SR 181 STA. . - '-' BACK E 4-4. TOP OF OF WALK RB 0 35 WDE DRIVEWAY FLOWUNE 25' T.C. 25.64 BACK WALK a SR 181 STA. \ FLOYAINE4 24! T 25.40 BACK WALK SR161STA Z,',,gi a :V:i; BACK Of WALK ,.,..„. '415 181 8S 611MM 6(340 Z5'SZ '31 52 61N[14010 MATCH E10STII CURB & siosi FLOWLINE 25 rr x�n 24' STEEL CASING jRANsmoN __---- - - ----- -- -- . -- FLOWJNE L L II - 61 LF 12'' CONC. SD 0 0.50% ---- .....__ 35 ' WDE DRIVEWAY FLOYAJNE-/ 121 IF 12 CONC. SD 0 0.50% 1 198 LF. 12 0 030% 4 LF 12" CONC. SD 0 O. A II C.B. CB ia TIPE 1. 34.08 LT. C.B. p E 134.08' LT. G.E. 24.7 LE 2t79 84 LF 12 CONC. SD 0 0.50% 12 1 SR 181 STA. 155+12.01, 43.19' LT. SR 181 STA. 155+96.01, 44.08' LT. 1 1 5 G.E 24.42 I.E. 20.80 C.B. 112, IYPE u--4B. C.B. 111, TYPE 1 .08'LT. DI 10" WATER MAIN WE OIL/WATER SEPARATOR SET OVER EXISTING 18. SD G.E. 23.28 LE. 18.84 12'SD S. G.E. 23.85 I.E. 19.26 SR 181 STA. 157+17.00, 3 C.B. 110, TYPE 1 n „ LOIO TO CLEAR 12 'D la • or% MIN. INsTALL I T. • G.E. 23.60 LE. 18.34 18'SD W. (EXIST.) LE. 19.87 12 SD N & S - t, SR 181 STA. 157+78.00, 34.0e LT. 60 WATER MAIN 1 CLEARANCES ' • • .0R TO 3 GE 23 I.E. 20.18 EXIST. In I ITT - -- 121 LF 12 _SD_ SR 181 STA 156+22.77 I • FUTURE CURB INLET & ErCONNECTING PIPE BY OTHERS COMMERCIAL DRIVEWAY PER TUKWLA STD. RS-9 NEW PAVEMENT SEE TYPICAL SECTION N 08 51' 3 EX CB (TYPE 2) '>•- ..`,' r= = =°° .17 -= - -- = - = - = - = -- = : ---- -_, ------ •_. ___ :--_-_ ---__ _ .7 -z--= = ____ _ -=, ___ ==_=-- ------------ - 7 -- - -- - -i )- _____ / ermg.c.ftee. T asms.04-..,.. .. - fkammacowas...........o.....0.........m.......a.......1.40....0.......•'''...'"'"`‘ I -------- 1 -..._ .' k g • 9 ,P air 0 ', ' ,001 'W - . 4----- ' -=- - ,,,,,, ,,,"-- INV EL = 11.75' - 18" W/FLAP GATE 25 15 / N 07 1:50 W REMOVE & RESET EXIST. SIGN & MAIL BOXES 212J1' CONSTRUERON-CENTERLINE_ OF STA7E ROAB-184 WEST VALLEY HWY (SR 181) - it CONC. SD 24. STEEL CASING F111 WE SAND EX CB (TYPE 2) EX CB (TYPE 2) EX CB (TYPE 2) 50 181 34 N 0850;30' W ti ROCK SLOPE PROTECTION 1 MAN ROCK EXIST. CROON ELEV. 24.0 I LAYED ON SLOE Nk\i°41. CHOKE VOIDS W/ ROCK SPACES COMPACTED FE_ 12 CONC. SD ENCASED IN 24. 518. WALL SEE!. CASING PIPE TREATED 2x6 %IDS BUM BELL ENDS RIPPED TO FIT STEEL BANDING STRAPS CASING DETAIL SECTION A-A LOOKING NORTH REMOVE & RESET EXIST. SIGNS 184.18' CAUTION DUSTING UNDER GROUND POWER IS IN CLOSE PRO/UNITY OR MAY BE IN CONFLICT 0811 THE PROPOSED STORM DRAINAGE SYSTEM. CONTACT PUGET SOUND ENERGY PRIOR TO BEGINNING CONSTRUCTION TO ARRANGE FOR RELOCATION AND ADJUSTMENT REMOVE & RESET EXIST. SIGN A A APPROXIMATE LIMITS OF ROCK SLOPE PROTECTION FRONTAGE "IMPROVEMENTS PLAN KEY ROCK 12*MIN. INTO EXISTING GROUND DOSING UNDERGROUND POWER ADJUST GRADE TO CLEAR CASING BY 12 MIN. VERIFY CLEARANCE PRIOR TO CCfISTRIJC11ON 1' = 30' 2' 0 20' 30 4 • FRONTAGE IMPROVEMENTS PROFILE 1' = 30'H. & 1' = 5'V. REMOVE & REPLACE DE SEE SHEET C1 AND C2 FOR ON-SITE IMPROVEMENTS GUARDRAIL W/NEW TERMINAL END CIMS,,, , 111D P - jta • • 4111/ 'Ars., 1./ khr g EA.'" a, 1.■ I- ... .2 . ts, r, K2 r-, r•-, S ES 3' 01 V&ST VALLEY HIGHWAY 35.00' 8.00' R W - 2.005 ik 4" THICK CEMENT mi onm CONC. SIDEWALK PER CITY OF TUKWILA STD. RS-11 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CEMENT CONC -0 1 I: 7 7 0 EXIST: ASPH. PAVT. 3 1/2" COMPACTED DEPTH ASPHALT CONCRETE CLASS 8 6"COMPACTED DEPTH CSBC ,, ALTERNATIVE TO CS8C , COMPACTED DEPTH AM 6" COMPACTED DEPTH GRAVEL BORROW VERTICAL CURB & GUTTER VI P POSITIVE GUTTER GRADE TO DRAINAGE STRUCTURES TYPICAL SECTION WEST VALLEY HIGHWAY SR 181 STA. 159+02 TO STA. 161+83.05 LOOKING NORTH 2 SR 161 STA. 164+57.97 = TERSECT1ON S1RANDER BLVD. STA. 47+08.80 CITY OF TUKWILA APPROVED JUL 0 1 1998 AS NOTES BUILDING DIVISION c D " E R C 5 03 1LA 19 1 97 PERMIT GENTEF1 REVISIONS: APPD. AWED STORM CB 113 70 CB F2 0/25/27 DATE: 3/24/97 DESIGN: ,WM DRAWN: JPM CHECKED: EFG REVISION NUMBER: SCALE: 1"=30' PROJECT NUMBER: OEV1 SHEET NO. C3 OF 3 REVISED , ( BUI Dd4G FOOTING 311 ROOF DRAIN SS BY G.C. DETAIL • J • 4 X 3 OVER FLOW & ROOF DRAINS 1o -5' C/C FOOTINGS 4X3OVIRFLOWS & ROOF DRAINS 4` -0' X 4' -0' 5 - 14 REBAR EA WAY ASTM A615, GRADE 60 � PROF1LE OR BUILDING EXTERIOR �PROFIIE..CF BASE CHANNEL 2 -3• X 2' -3' 3 - 14 REBAR FA WAY As TM A615, GRAD 60 3' -1 UNDER ENTIRE AREA OF BUILDING. 10' -6 1/2' C/C FOOTINGS �2 -6 X 2' -6• 4 - /4 REBAR EA WAY ASTM A615, GRADE 60 S -3 X 3' -3 4 - #4 REBAR EA WAY ASTM A615, GRADE 60 CANOPY FOOING L BUILDING & CANOPY FOOTING RELATIONSHIP NOT TO SCALE. FIELD:NOTtS IN BUILDING FLOOR - 3• x 3' -3' 4 - 14 REBAR EA WAY ASTM A615, GRADE 60 3' -0 X 3' -0 3 - #4 REBAR EA WAY ASTM A615, GRAD 60 L C4 Si J 1,4Sed on t aechhical March o7 t A 1 �por ie (o& 03 -04-98 a IAA. 1 REVLSEO"FLOOR` OETiYLI'Ai: FnR:f FOOTING': 10' -6 1/2' C/C FOOTINGS X S -3 4 - /4 REBAR EA WAY ' ASTNA615, GRADE 60 2' -6• X 2' -6 4 - /4 MBAR EA. WAY ASTM A615, GRADE 60 3' -3' X 3' -3' 4 - ¢4 REBAR EA WAY ASTM A615, GRADE 60 2' -6 X 2' -6 4 - #4 REBAR EA WAY ASTM 0615, GRADE 60 FOUNDATION PT 1`N SCALE: 1/47" = 1' -0" NOTE ALL PULL DIMENSIONS FRO OF FOOTINGS. _ IL II C12 X 2667— I BASE CHANNEL : 1 (SHOW FOR REFEIWNCE 61 F Y ) NOT /` / / �,� N FoINDATION T \ P-TRAP INSTALLED,C44 SITE \/ GC. 10 PROV6TE A 6 ML 660666 8 ✓ / /\ UNDER ER, TIRE AREA BEFORE BU6DN6 IS SET. 49'-r, C/C OF CANOPY FOOTINGS 63' -0' 0/0 BUILDING UNE 62' -4' C/C F0010NGS' 1G -6 1/2 C/C FOOTINGS 3' -3 X 3' -3' 4 - #4 REBAR EA WAY ASrM A616 GRAD 60 r 21-6' X 2' -6 4 - 14 REBAR EA. WAY A$1R A615, GRADE 60 3` -3- X 3' -3• 4 - #4 REBAR EA. WAY ASTM 0615, GRADE 60 3 0..X 4 - r4 REBAR EA WAY 05161 0815, GRADE 60 10' -Y C/C FOOTRiOS 4' -6 X 4' - 6• 5 - 14 REBAR EA WAY lasil A8 5, GRADE 60 1/2 C/C FOOTINGS 4 X 3 ROOF -� AND OVERFLOW \ REFER TO DETAL • G • FOR EIEC166CAL " 00860 0' COr6EC FOR T16S` ILEA 2'-6' X 2' -6• . 4 -44 REBAR I EA WAY ASTM A615, GRADE 60 I' 4'-6' X:4 -6 REB EA WAY 00 4 114 A615 GR ADE 60 2 -s X 2• -8 ' 4 -:14 REBAR 3 -6' EA WAY 05111 `0615, GRADE 60 2' -8' 4 - #4 REBAR EA WAY ASTY -0615, GRADE 60 SEE DETAA '8'n BY f.M.P. 468x101 CD- 1. SECURE BULDRG BY. WELDING BASE CHANNEL TO WELD PLATES BY FMS 2. ALL P.-TRAPS FOR EQUIPMENT INSIDE THE BUILDING 8Y FMS 1 ALL P -TRAPS FOR FLOOR ORANS AND FLOOR S INKS U166 BUILDING ARE PVC AND SIPPUED BY FMS 4 81.1 0- TRAP AND SANITARY SEALER COII1ECRONS TO 606415 808601EB ARE PVC OR PER LOCAL COOS AND 080 10666/60 BY GG 5 . All CONCRETE SHALL BE A MINI6601 OF 3000 P51 AT 28 0AY5. 6. -100 OF PER FOOTINGS TO 8E LEVEL M11WN 0 l/4' TOL 7. •R6.ERENCE OWNER Dl D 91E PLANS FOR LOCATIONS 06 06EASE'TRAP, se#Ea WATER MAN 81E UCIIiNG AND • EUECTRICAL SERWCE:,, 8 51*. 6ENEAt0 PER F0018405 To 8E WELL` COMPACTED AND.BE • CAPABLE OF: SINPOR1840 A L0A0 OF 2000 PSES06 0010RONS 08461146608408661060605606066015. SETRN1C 5F 1HE.F00 IS 8E 60611RAC10R'S R 1Y. r4 6*ilt.5E1,5;r4hng 3'0 S.S. BY G.C. DETAIL • F° 117 4 SS BY GC. E —i� DETAIL and all inform - are af� 8 eonfldetlal; b` Property ` of' MEI 1111 lrio. (FMS)•,, odU4tton: of 611600 6rit)o846 excep by; 0 0 of Fray -M oss etd4Iy ;,proi061tod 119;401-9R one 2' -0 X Y -o• REFER TO DETAIL • C • 3 - /4 REBAR / FOR ELECTRICAL EA WAY / CONDUIT CONNECTION ASTM A615, GRADE 60 FOR THIS AREA 2' - X 2 -0' 3 - 14 REBAR EA WAY ASTN 0645, GRAD 60 3'0 SEE DETAIL 'F• 48376037 2• VENT 3' OR 4•• S.S OR G.T. By QC SEE NOTE 4: DETAIL "F" 4 COUPLING �r / / / / / CONDUIT OUT TO SITE 1 AS REQ'D w/ LONG i SWEEP ELBOW - BY G.C. DETAIL "C" 1 1/4' FEMALE THREADED MTTING BY RAP FOR CW SERVICE BY GC. 1Vi WATER SERVICE UNDERGROUND TO UTILITY ROOM BY. G.C. 3' 2•, 3 OR ••• PVC SS �ORGT.SEENOTE3. DETAIL "E" /14.z 3/4' LG TUFF -TI1E AS SHOWN AT EACH I -BEAM (TYP.) 4'OR PVC S.S OR G.T. SEE NOTE 3. TYPE r FLOOR DECKING co 8.REVIEWED FOR CONFORMANCE WITH THE DINANCES RAL PER UNIFORM BUILDING CODE .. .. /\` UC- TIJRAL EG LATIONS ODE // LID p0INANCEB SUBJECT 60 REOD I M 6ANNT8 AND EA 88 DRNEWAY SURFACE BY F.M.P. 2 S.S \ — BYG.G _ SEE NOTE 4. I I VIC `1Vi WATER SERE IN DETAIL "D" DETAIL "J" 1/2 1V WATER SEWAGE UNDERGROUND BY G.C. DETAIL "B' 1/4° STEEL PLATE WELD PLATE DETAIL SCALE: 1 1 /2" = 1' -0" ( FURNISHED & INSTALLED BY SITE CONTRACTOR ) (30 REQUIRED) STRUCTURAL NOTES: ROOF LIVE LOAD = 25 P7 ROOF DEAD LOAD = 12 PSF MIND LOAD = 226 PSF FLOOR UVE LOAD = 100 P7 FLOOR DEAD LOAD = 30 PSF SEISMIC ZONE 3 A36 STRUCTURAL STEEL S1EE1.' DECK Fy = 50 TUBE STEEL ASTM A -500 GRADE B Fr 48 KS WELDING PERFORMED BY *080- (ER560 0 maces DRAWN BY: DATE: 11 -19 -97 CHECKED BY: CENTER BP 6 MODULAR STORE NATION PLAN 1 D A TE : Rre - r11M 1 RIGID INSULLTION BY GENERAL CONTRACTOR SHALL EXTEND DOWN A MINIMUM OF 24. BETWEEN AND A80VE PIERS 2'f PVC S.S. SEE NOTE 3. j 1 REQUIRED MIN. CLEARANCE FLOOR DETAIL © PIER FOOTING CONC. WALK GENERAL CONTRACTOR TO PROVIDE NECESSARY INSULATION AROUND CONNECTION TO SUIT LOCAL CODES G.C. TO CONNECT BUILDING TO SANITARY SEWER /GREASE TRAP AND RUN BELOW FROST LINE, SEE NOTE 4. soIL�� CONC. WALK NTE6P* ETA110NS 04'THE°OVER*15 RELEASED FO ON R R M WAY L2.5.97 a• iD MAR 9 1996 ct K 1994 EDITION OF THE 'UNWO 61 BUILDING CODE STRUCTURAL REFERENCES: MANUAL OF STEEL THE E O AISC 1989 SPEGFICATKN FoR NE DESIGN O of COLD- FORMED sT EL MEMBERS - `1' FLOOR DETAIL BETWEEN PIER FOOTINGS 1 1 FEMME THREADED FITTING BY RIP FOR CW SERVICE 3/16 V 6 FOOTING DETAIL CITY OF TUKWILA APPROVED SCALE: 1 1/2" = 1' -0" JUL 0 1 1998 AS NO0ED DUILD1NG DIVRSI1N RECEIVED MAR 1 0 1998', 3 -9.9 INSULATION BY FMS FINISHED F1.00R INSULATION BEYOND SEE DETAIL 'E' BELOW DETAIL "G" FOOTINGS SEE FOUNDATION PLAN FINISHED FLOOR INSULATION BY > % > %� % /// FMS ��� � `- SOIL CONDUIT OUT TO S1E SASEREO'Da L - BY GG WELD PLATE 0 01 OF FOOTING ROE DETAIL Do not use this drawing for construction unless approved by FMS in space below. DATE 3 -q - 4� NAME 4t/Or gieseg -' SIGNED 4 8 OF 18 L. 2 76 IF 24' 102 SD O 025; P.S.E. PROPERTY RANI* OWR p A P. k UNION PACIFIC RR R/W- (B.N.SP. RR ) PLAN TYPICAL SECT] 24 - ADS N-12 STORY DRAM CATON BASH TYPE 2 Intl RAT EP SET FRANC NO San COYER RAINE DOM B.NSP. M2 PROPER CDSIM. A9°ILMJ PARKING IDT N1' 26' 34' EMBA PRO! II � `1 Aio x�uoe mar WSW r M2 CULWRT 42..fL:TNOLMAriallNeXPAT: 14j5 S3'4004 W B.N.S.P. RR POPERTY Y SUITES Y - , CITY OF TUKWILA APPROVED JUL 0 1 1998 AS NOTED BUILDING DIVISION REVISIONS: TUKWILA BP STATION PROPERTY SEE SHEET C2 IPPO DATE: MAY 11. 1996 DESIGN: J.P.M. DRAWN: J.P.M. CHP.CEED: EP.G. REVISION NUMBER: .. . APF9)- SHOP BUILDING ITEM CONNECTED DEMAND 1 WATTS FACTOR WATTS UGHBNG /SIGNAGE 50.262 X 1.25 62,878 RECEPTACLES 5670 X 1.0 5670 MISC. 820 X 1.0 ' 820 HVAC 19,800 ', 24,750 EQUIPMENT (KIT.) 82,331 X .65 53,515 TOTAL 147,633 These drawings and all inform- ation hereon are of a confidential . nature and remain the property of Frey -Moss Structures, Inc. (FAS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. ROOF MOUNTED MECHANICAL EQUIPMENT, SEE BUILDING FABRICATOR DRAWINGS, TYP. i bl FIELD WORK 2' -0" 4 -9 13' -5 3/4 I FIELD 'WORK OF LADDER 1/2" JOINTS (TYP.): STU :CO 11' -0 OPTIONAL PT DRAWER W/ SPEAKER 17 ROOF ACCESS LADDER REAR ELEVATION SCALE: 1/4" = 1' -0" 53' -7" MODULE GREEN ACM HEADER 37 -5" 11E11 i SILVER ACM FASCIA SEE NOTE DAYLIGHT ZONE DEAD BOLT W /KEYLOCK-- BOTH SIDES STUCCO 63' -6" 0/0 OF BUILDING SILVER AC 63' -6" 0/0 OF BUILDING (ALUM M TOP & BOTTOM OF. DOOR ROOF MOUNTED MECHANICAL MODULE LINE SCREENING INTEGRALLY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES -BY FABRICATOR -ROOF MOUNTED MECHANICAL EQUIPMENT, SEE BUILDING. FABRICATOR DRAWINGS, ':TYP. 37 -6" 1/2" TEMPERED GLASS 16' -5 ", 35' -3" FRONT ELEVATION I FIELD WORK SCALE: 1 /4" = 1' -0 SILVER ACM FASCIA - STUCCO 14' -1" 9' -11" POSTER FRAME "601 SURFACE MOUNTED. 11QEI OWNER TO PROVIDE SIGN ON OR ADJACENT TO THIS DOOR STATING "1HIS DOOR TO REMAIN UNLOCKED DURING BUSINESS NOURS," BP SHOP MODULAR CONVENIENCE STORE Al — EXTERIOR ELEVATIONS E2 — FLOOR PLAN E3 — FOUNDATION PLAN CITY _01 TUKWILA APPROVED JUL 011998 AS NOTED BUILDING DIVISION A KEY DRAWING RECEIVED SHOWING (4) MODULES CIN CF TUKWILA DEC 0 31997 PERMIT CENTER MODULE LINE (101) TOTAL FACILITY LOAD ANALYSIS 147.633 110 WPS 208:0 USE 600 AMP SERVICE • FACTOR OF 1.0 USED. LOWER FACTOR ALLOWED ON INTERMITTENT MOTORS NOT ALL MOTORS INTERMITTENT DUTY. MODEL # T3563R -95 ITEMS TO BE INSTALLED BY OTHERS, SUBJECT TO LOCAL CODE C.T. CAN, METER AND DISCONNECT GAS & WATER METERS ILLUMINATED HEADER SIGNAGE ALL SITE WORK INCLUDING FOUNDATION NOTES : 1. THIS BUILDING WILL BE LOCATED A DISTANCE GREATER THAN. 20' FROM PROPERTY LINES OR INTERIM LOT LINES. 2. THE SITE CONTRACTOR IS TO PROVIDE HANDICAPPED ACCESSIBILITY TO FRONT & RIGHT SIDE OF BUILDING. 3. STATE LABEL AND DATA PLATES ARE LOCATED AS SHOWN ON SHEET E2 BUILDING CODES 1994 UNIFORM BUILDING CODE 1994 UNIFORM PLUMBING. CODE 1996 56110RM MECHANICAL CODE 1994 NATIONAL ELECTRICAL CODE BUILDING DESIGN CRITERIA OCCUPANCY GROUP "M ", GROSS AREA FOR EACH OCCUPANCY: 2080 CONSTRUCTION TYPE : V -N HEIGHT OF BUILDING: 11' -6" NUMBER OF STORIES: 1 DESIGN LOADS : THIS BUILDING IS CONSTRUCTED TO WITHSTAND THE FOLLOWING LOADS: ROOF- LIVE LOAD -25 PSF DEAD LOAD -12 PSF WALLS- FLOOR- WIND LOAD -80 MPH EXC SEISMIC ZONE 3 LIVE LOAD DEAD LOAD -75 PSF -30 PSF 2' -0" DATE 1 -30 -96 BY ROA G.B DM CHK 11-25-97 4-26-96 REVISIONS STUCCO WALL PANELS PRELIMINARY 2. ADDED EQUIPMENT SCREENING. 1. REVISED RIGHT ELEVATION, 9' -11" MODULE M.L 20' -0" 42" HIGH GUARDRAIL 14' -0" FIELD WORK STUCCO . 11' -6" MODULE 34' -9" 0/0 OF BUILDING M.L. WINDOW- LEFT ELEVATION SCALE: 1/4" = l'-O" DATE BY CHK REVISIONS, — ROOF MOUNTED MECHANICAL EQUIPMENT SCREENING - INTEGRALLY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES - BY FABRICATOR SILVER ACM FASCIA 13' -4" MODULE ROOF MOUNTED MECHANICAL EQUIPMENT SCREENING INTEGRALLY'. COLORED PANELS TO MATCH BUILDING'. ON FOUR SIDES - BY FABRICATOR FREY -MOSS STRUCTURES 1801 Industrial. Blvd. l oss Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770) 483- 6037 9 , -4 " 1/2" JOINTS (TYP.) D== 3' -0" STUCCO 34' -9" 0/0 OF BUILDING 3068 HOLLOW METAL DOOR RIGHT ELEVATION SCALE: 1/4" = 1' -0" TOSCO. NORTHWEST 35 -3" X 63' -6" MODULAR STORE EXTERIOR ELEVATIONS DATE: RLE - T -I5\l 1 ROOF MOUNTED MECHANICAL EQUIPMENT SCREENING - INTEGRALLY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES - BY FABRICATOR 20' -0" 22' -5" DRAWN BY: DATE: 12 -22 -95 CHECKED BY: SILVER ACM FASCIA r - -- - I I I I I I P.E. ROOF MOUNTED MECHANICAL R EQUIPMENT, SEE BUILDING FABRICATOR DRAWINGS, TYP. JOB # T -15 SCALE : 1/4" = 1' -0" DRAWING # - T3563L-95 Al 1 OF 1 EQUIPMENT SCHEDULE "FMS" = FREY -MOSS STRUCTURES, CONYERS, GA [!! QTY. DESCRIPTION FURNISH INSTALL REMARKS 1 1 SHOPOO FRONT COUNTER ASSEMBLY OWNER OWNER 20 , 0., STEEL PN1FL$ pi,..., SLVER GREY 2 1 NIGHT PAY (PASS THRU DRAWER, FRAME, MD WEATHER GUARD) FMS FMS OPTIONAL 3 1 INTERCOM FMS FMS RE OR EDU IV x 2D LAUVER 9wVER ( NT, B TR GH D SWIMG)HEAW DUTY LCN 4 1 CIGARETTE MERCHANDISER FMS FMS (X101ER 5 1 DAIRY CASE OWNER OWNER 1ROWELFIRMED CDNCREIE W/ SEPRER IE?RRE 1CCtu *moot NNW. COVE POSE OR EQUAL 8 1 3 DOOR LOW TEMP. FREEZER W/ REMOTE CONDENSER OWNER OWNER 20 0A, SIEE. p2,00.0 0,0,„,,, SILVER GREY 7 1 MOP SINK 18' x 18' x 8• DEEP FMS FMS TILED 8 2 8 GAL. WATER HEATER (ELECTRIC) EMS FMS 9 1 SANDWICH CASE OWNER OWNER 10 1 25' x 9O' 3 COMPARTMENT SINK, METAL MASTERS S/S 1314- 18 -3 -18 OR EQUAL FMS FMS 11 1 13' x 13' HAND SINK, KOHLER 1 27538 OR EQUAL FMS FMS 12 - ELECTRICAL PANELS EMS FMS 13 1 ELECTRIC SAFE FMS FMS 14 2 HAND DRYER FMS FMS 40 AFF 15 1 ICE MAKER OWNER OWNER 16 - 4" BACK -LIT PELMET x 1' -8' TALL OWNER OWNER 17 1 FOUNTAIN & FAST FOOD BM OWNER OWNER 18 1 FAST FOOD ISLAND OWNER OWNER 19 :AT ADJUSTABLE SHELVING W/ INSTALL11ON HARDWARE OWNER OWNER 20 1 12 DOOR WALK -IN COOLER FMS FMS W/ REMOTE CONDENSER 21 2 CASH REGISTER OWNER OWNER 22 10 PRODUCT DISPLAYS OWNER OWNER 23 2 WATER CLOSET, KOHLER # 3527EB CR EQUAL FMS FMS 17' MIN TD 19' MAX -TOP OF SEAT 24 2 20' x 18' HAND LAVATORY, KOHLER # 2036RH OR EQUAL FMS FMS 34' TO TOP OF RIM 25 2 HANDICAP GRAB RAIL S/S 42' EXPOSED FASTENER FMS FMS 33' CI OF GRAB BAR 26 2 HANDICAP GRAB ROLL S/S 38" EXPOSED FASTENER FMS FMS 33• CLOF GRAB BAR 27 1 PRODUCT CABINETRY OWNER OWNER 28 "2 R/R MIRROR 24' x 36' FMS FMS 40' TO BOTTOM EDGE 29 2 TOILET TISSUE DISPENSER • 19' A.F.F. FMS FMS 30 1 BAG IN THE BOX FMS FMS 31 1 BAR SINK . POLAR S/S # 1559B OR EQUAL FMS FMS ROOM FLOORING INTERIOR WALLS CEILING REMARKS SALES AREA 8 X 8 DM -TOLE #2803 W/MAICMND CERAMIC COVE..B�SE 20 GAS MEL PANGS PRE -FN SILVER GREY. ,961.2. COYETMD QIPSUM INLAID TEES x 4' w/ SMITE GRID SY51EM FLOOR MBE M SAES WA TO EE CONINI ous NM RUN; UNDER AL Owns CASHIER 8 X 8 LW -TOTE #2803 W/NAIOLANG CEI8AIX1 COVE B ASE 20 , 0., STEEL PN1FL$ pi,..., SLVER GREY VIA Grout! C BUNG.1T Y x 4 w 9TRIE '"1" SYSTEM FLOOR NE N tlLSHFR AREA TO EN: IXNINIXIUS Aa RU 'LE GIBNEIS RESIROOMS 8 X 8 DAL-11 LE 28O3w/WRX8N3 CERAMIC COVE NNE RDS RE 0 0 THI MAr IIPj / J X 8 USIRFLlD1�6A VIM CON08iD CIPSIN CDING ORES 2• x 4 w/ wHRE TORO SYSTEM HOLLOW METAL 000R W/ FNNDICAP LEVER W/ PRNACY LOCK HEAVY DUTY LCN CLOSURE OR EL MU DARK GREY, (ONE LET�Tp SWIN & RKNt HALLWAY 8 X 8 DA -11LE #2803 MI/MANNING CERAMIC CANE BASE 20 GA SI PANES PIE-FN SLVER GREY AMYL COVERED GYPSUM C EI NGI ES 2''x4'W /11181E GRID swat RE OR EDU IV x 2D LAUVER 9wVER ( NT, B TR GH D SWIMG)HEAW DUTY LCN EMPIDYEE AREA IGNRLE #K CIDSOD VMri CONE EASE ER E 20 GA. STEEL PANELS PRE FN SLVER GREY 24' w/ *HE GRID SINN HOL1DW' MET DOUR W HW�GM LEVER US BUT TON LOCK, HER DUTY CLOSU ILVER RE OR A E CIU A L TT x 20 COINER, M �DD H SCOPE IN OODR (MK W & OC S- GREY ( SWING) (X101ER TROWEL FINISHED CDN REIE W/ SFAfR 1011111E 1I(C214 CHARCOAL VIAL (XNE.. BASE OR EQUAL : 20 GASIE'D. P,WELS PRE-RN SILVER RMY ES SAES ..... PRE-14. NHRE F10M CXXNFR WE' ALL OTHER SURFACES. .: 20 GA SIFD. NVREIS PRE-RN MAAIE FROM COOLER LOUR. NI THUS AtH IalM IASAED W/3'. POLYS119BE '.. 1 1ROWELFIRMED CDNCREIE W/ SEPRER IE?RRE 1CCtu *moot NNW. COVE POSE OR EQUAL 20 at STEEL PNRLS PRE -FIR EWER GREY VwYt COIBii OYPSLN GEIUNR ii-E. 2' x 4' w/ MARIE MRD sYSTE1, LLATCH. SLR -(MEY (LEMTWIDM THRESHOLD, HEAVY DUTY LCN CLOSURE AND FT X X OFFICE TROWEL FNSFRD OONCREIE W/ SEMFR IONIRE #11C214 (INCA Wit COVE ' BASE OR EQUAL 20 0A, SIEE. p2,00.0 0,0,„,,, SILVER GREY NW COVERED GYPSUM CEING 11ES 2' x 4' w/ MIRE GRID SYSTEM MARK a DESCRIPTION Q1Y. wi r A 3' -D' 7'-0' STANDARD' FULL GLASS STOREFRONT ENTRANCE DOORS, FULL GLASS BY BRRE -VIEW (MWNEER.),_ BRUSHED AIM. 1'0 PUSHJPUL BARS BY BROOK -LINE DEAD BOLT W KEYED LOCK MESS BOTH SIDES 0 BDTIOU aOEE O MD : (FRAMELESS) (ONE NOR NOR ONE LEFT HAND SWING) CONGER E CLO SU W/ , 1 O B 15'-D' 8 -10 1/4 RESERVED.' 1 C 3' -O 6' -8' HOLLOW METAL 000R W/ FNNDICAP LEVER W/ PRNACY LOCK HEAVY DUTY LCN CLOSURE OR EL MU DARK GREY, (ONE LET�Tp SWIN & RKNt 2 3 6'-8' RE OR EDU IV x 2D LAUVER 9wVER ( NT, B TR GH D SWIMG)HEAW DUTY LCN 1 E 3 '_ D • &' -R HOL1DW' MET DOUR W HW�GM LEVER US BUT TON LOCK, HER DUTY CLOSU ILVER RE OR A E CIU A L TT x 20 COINER, M �DD H SCOPE IN OODR (MK W & OC S- GREY ( SWING) 1 F 3' -0' 8' -8' HOLLOWS E W INND�YW L&FR W/ PUSH BUTTON LOCK, HEAV DUTY LCN CLOSURE M OR TAL EQUAL DOOR 1 {{ 2 LOWER, SL -GREY (LEFT HAND SWNG)'.. 1 0 3 -0' 8'-8' LLATCH. SLR -(MEY (LEMTWIDM THRESHOLD, HEAVY DUTY LCN CLOSURE AND FT X X MARK DESCRIPTION QTY. WON Gt 12'-e 4. -1D I /4' 1/2 CLEAR TEMPERED SAFETY GLASS W/ BUTT JOINTS &CLEAR SILICONE CAULKNG. 2 x 4 CLEAR ANODIZED N.UMINUM..FRAME 1 52 15'-D' 8 -10 1/4 I /2• CLEAR TEMPERED SAFETY GLASS W/ BUR JOINTS 8 CLEAR SIUCONE CAULKING. 2' x 4' CLEAR ANODIZED ALUMINUM FRAME 1 83 II' -0' S -IO 3/4' 1/2" CLEAR TEMPERED SAFETY GLASS W/ BUTT JOINTS & CLEAR SIUCONE CAULKING. 2 x 4' CLEAR ANODIZED ALUMINUM FRAME I GLASS SCHEDULE DOOR SCHEDULE LOCATION OF STATE LABELS & DATA PLATES ROOM FINISH SCHEDULE 1 -1 1/4 O f AMOW.DOOR EMPLOYEE AREA ( CASHIER 59' -9 1/2' 1 7) 4' 5' CONC WALK 83 -8' 0/0 OF BUILDING 8' -4' 18 -2 COOLER FNAC AND COOIEI CONDENSER ON ROOF RAMP UP WITH DIAMOND PATTERN TACTILE SURFACE 14' -I' 38'X81' ANIIpNY WALK -IN DOOR CITY OF TUKWILA APPROVED JUL 0 1 1998 AS NOTED BUILDING DIVISION REL'EIVEO CITY OF TU!<WILA DEC 0 3 1997 PERMIT CENTER TA N E 0 co 1 0 SA ;09 8 PROJECT: 9621REV FILE: 9621CSE0 DRAM 8Y: FIN CHECKED. 80: R 0 D AMS; D ESIGN REVIEW PERMIT REVIEW 12/02/97 818 SET CONSTRUCTION SET © 1907 ROGER OLLEN8URG sheet: lof EQ1 I 1 ■ FIELD WORK rrin „It JAN 1 9 19913 1 1 MK511:51TCY L These drawings- and all Inform- ation hereon are of 6 confidential nr..1ture and remain the property of ey-Moss Structure.. Inc (FMS). 1y use or reproduction of these • drawings for any purpose, except by Kitten permission of Frey-Moss Stilictur'es, Mc. M strictly prohibited. ROOF MOUNTED MECHANICAL EQUIPMENT, SEE BUILDING FARICATOR DRAWINGS, TIP. 13.-5 3 / 4 " LADDER I FIELD WORK 1/2* JOINTS (TYP.) OPTIMAL PT DRAWER 1V/ SPEAKER 11 1 9'-11 MODULE DATE BY CHK REVISIONS 11-24-97 AS AR 1 - DELETED GUARD RAIL 14' 39 ROOF ACCESS 5E., ATtb., LADDER SW, SO M2_ f.V.V — — 1 1 I I I 1 1 -c l i--- ‘"SEE NOTE DAYLIGHT ZONE I f* REFLEX BLUE ACM HEADER, HELD WORK t!L ILL I I'-t MODULE 34'-9* 0/0 Of BUILDING LEFT ELEVATION SCALE: 1/4" = SILVER ACT C: 6t ASCIA 63'-6" 0/0 OF BUILDING / ALUM 0 TOP & BOTTOM Of DOOR ROOF MOUNIED MECHANICAL EQUIPMENT SCREENING - INTEGRALLY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES - BY FABRICATOR 13 MODULE wiyoow2'-c X 3-111 1/4* r x 16 20 GA. STEEL PANELS (ALUM. PANELS OPTIONAL) S6.& CAkcA Pt, At AN. Cp. so Li U 0000' 63 0/0 OF BUILDING REAR ELEVATION '" ROOF MOUNTED MECHANICAL QUIPAIENT SCREENING - INTEGRALLY SCALE: 1/4" = 1 —0 COLORED PANELS TO MATCH BUILDING 5 MODULE ON FCUR SIDES - BY FABRICATOR 3V-6 DEAD 11 BOLT W/KEILOCK ' ---../5 MERM_Nta G IN/ .541.1 VALUE OR EQUAL (BELO BOTH SIDES , . ' 3* FRONT ELEVATION SCALE: 1/4" = 1'-0" ROOF MOUNTED MECHANICAL EQUIPMENT SCREENING - INTEGRALLY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES - BY FABRICATOR -ROOF MOUNTED MECHANICAL EQUIPMENT, SEE BUILDING FABRICATOR DRAWINGS, TIP. A 1/2 JOINTS (TW.) FIELD WORK 9 1 -POSIUI1 FRAME . 14111' SURFACE MOUNTED FREY-MOSS STRUCTURES H 1801. Industrial Blvd. oss Conyers, Georgia 30207 Phone: (770) 483-7543 • Fax ; (77 4 83- 6 03 7 105118 181151 NADI SURFACE f MOUNIED 3068 8011014 METAL DOOR ,1/ 11 r.191 STATE OF ■NASH114.4TON PrLZ C L.C1t St ELLS3 CODISTRUCTia LOMPLIANCE. CTIOI FACTORY BUILT OMM ALS ROACCEPTEDN :JECTTO P.. " EXPIRA ON DATE R Sf NOT 'ELUDED ATE: \ C .(5 lig.IL OVTI4ER TO PROVIlE SIGN ON OR ADJACENT TO US DOOft STATING 'INS DOOR TO ROAM uNLocKED 01 BUSIIIESS HOURS,' 1/2 JOINTS (10Y.) // 9 BP SHOI M1 — MECHANICAL PLAN M2 — ROOF EQUIPMENT PLAN F1 — FOUNDATION PLAN )1 — Tso Po kL,Ic a OA, 01 111111411 RIGHT EI FVATION SCALE: 1/4" — MODULAR CONVENIENCE .TORE Al — EXTERIOR ELEVATION" E2 — FLOOR PLAN E3 — EQUIPMENT PLAN E4 — FLOOR FRAMING i E5 — ROOF FRAMING PI, A:T E6 — FRAMING DETAILS E7 — SECTION E8 — SECTION E9 — SECTION EL1 — ELECTRICAL PLAN EL2 — CEILING ELECTRICAL P AN EL3 — ELECTRICAL PANELS EL4 — ELECTRICAL DETAILS P1 — PLUMBING PLAN P2 — PLUMBING, GAS AND WATER RISERS iauLailEt■ cut s 1 ON Rol? SIDES 11 FAU 22'- 5" 5•I1E Of WASHINGTON, DEPT. Of L 8 I I ' I 1 L ACCEPTE ACCEPT Rfl _BY NOTE 0081013 TO CODE i FIELD ? inspiaiaN -14011111 LINE (TYP) yl 11 p10,1141N111 MAR 1 8 1998 5110V111 .4) MODULES P08811 005308 ...„..... /,‘=...7, DEC 3 1 1 L" PC 4an 34'-9" X 63'-6" MODULAR STOIZE efA'''' D SOUTHCENTER BP 18 ' CHECKED BY: ,,,,,,,T. , EXTERIOR ELEVATIONS DATE: BUILDING DESIGN CRITERIA OCCUPANCY, 100111 "0". GROSS AREA FOR EACH OCCUPANCY: 2080 OCCUPANCY LOAO - 26 c0N01R,Jor!cy!p12t, V • N HEIGHT 01 B0111100: 11'-6" NUMBER OF STORIES: 1 DESIGN LOADS THIS 01.111DING IS CONS IRUCT ED TO 01 1151 10110 THE FOLI OWING LOADS: I'VE LOAII -25 PSF DEAD L0111 -12 PSF 7 1 understand that the Plan Cheek approvals subject to errors end anitiona and approval plans does not auNNIEND *NW • any adapted cods fir 100.1111111111.1110 " copy of -- 11E1A5 . 10 Bt, ()T1-1ERS, SI JBJEC 1 10 1_0(.; COOE HVAC C 1 CAN IAI 111 , NI', I & 1 1411. MC: 1 L111.311111 1 1:1.1 01 1 iNCI 011111 1 1 11 111)111(111 1. ri-th.a. 1,11 .1 81 1. OCA I ED A DISTANCE GREATER 11 111 20' FROM PROPERTY LINES OR INTERIOR LOT LINES 2. THE SITE CON (RAC IOR IS 10 PROVIDE HANDICAPPED ACCESSIBILITY TO FRONT is RIGH 1 SIDE OF BUILDING. 3. STATE LABEL AND DATA PLATES ARE LOCATED AS SHOWN 011 1111E0 E2. 994 UNIFORM 131111.01110 C0111 994 011110118 GAS CODE 991 UNIFORM PLUMBING CODE VI/ 1995 AMENDMENTS 994 UNIFORM MECHANICAL CODE 996 NATIONAL ELECTRICALSODE 995 WASHINGTON STATE ENERGY CODE 995 WASHINGTON STATE BARRIER FREE CODE IL OCM. WALLS- 1-1.(nuL. BUILDING CODES _JOB 1 WA 11 1 ILI/ 1.01 IICAL )0010.11111, 00 01 111 111,1 F 011 1 .1 1 1 1 0411111,., T V ,,_ .._. RECE JAN 0 5 199B NOTES : WINN 1 04, -80 MPII EXC SIEISMIC LONE .5 I 10 I 000 • 1 00 PSF/3 OLAD LOAD -3u 601 T:15BT SCA1E : 1/4" = DRAWING I --T;3563L-97 A1 1 OF 18 EMPLOYEE AREA 4 "x3 " ROOF - \ DRAIN &' OVERFLOW FLOORING 8 X 8 DAL -11LE /2803 W/MATCHING CERAMIC CO 8 X 8 DAL -TILE /2803 W/l/ATCHING CER TROWEL FINISHED CONCRETE W/ SEALER NENALE 4n214 ARCOAL VINYL COVE pASE 1X1 DATE 12 -29 -97 11 -24-97 7 3 3' -11" 4' -9" S -0 CASHIER EVISIONS EMPLOYEE AREA /\ BOVE DOOR 2' -9" 11' -0" ROOM FINISHED SCHEDULE 1 HOUR FIRE WALL 4" x 1' -6" TALL PELMET (BY OTHERS) S,HE,Lc Cµc @T ES 15' -2 3/4" 3" VALANCE 19' -3 5/8" 11'-3" 5-0" CLEAR 8' -9 1/2" %' r �- ,T inw�De KV`M -�F 36`` Vt COJ NT� T\ -- c �°4t LCJCff t N I� f1 E L c 110(..2 SALES AREA 53' -7" 0/0 MODULE 6' - 0" 60' -3 1/2" 63' -6" 0/0 OF BUILDING (10) "ANTHONY" COOLER DOORS W/ LOCKS (BY F.M.S.) TROWEL FINISHED CONGTiETE SEALER KENTIIE 4KC214 CHARCOAL VINYL COTE BASE OR EQUAL TROWEL FINISHED CONCRE1E .W/ SEALER KEN1LE p(C214 CHARCOAL VINYL COVE BASE OR EQUAL TROWEL FINISHED CONCRETE VI/ SEALER KENTILE 40C214 CHARCOAL VINYL COVE BASE OR EQUAL. 26' -2 3/8 R.O. COOLER HVAC AND COOLER CONDENSER ON ROOF S1= -1Inw C p, `SAS . • i X . (m, -.)2. IZ : 40. 5.f. F uR 2{,02 .4 f.K ".2 i. PA" 1 : 1Ac -r-0x1 llF TLA 40 2 6oz ROOF ACCESS LADDER I I I I I I I I I I I RAFT SLOPPING- ACROSS ENTIRE BUILDING ABOVE WALL TOLR00F DEO 20. GA STEEL' PANELS PRE -RN. SILVER GREY SALES SIDE, PRE -FIN. 114111E FROM COOLER MFR, 20 GA STEEL. PANELS PRE -FIN SILVER GREY 20 GA. STEEL PANELS PRE -FIN. FRO COOLER MFR. VINYL COVERED GYPSUM CEILING FILES 2' x 4' W/ WHITE GRID SYSTEM VINYL COVERED GYPSUM CEILING TILES 2' 'x 4' W/ WHITE GRID SYSTEM P o P r , " X 81" Sio "ANTHONY " WALK -IN DOOR 16' - 4' -2" 1' -4" :44" 7' -10 1/2" 9' -11" MODULE 3' -0" 2' -0 "_ 20 GALLON WATER HEATER AT 60" A.F.F. 3' -0" TE : ALL WAILS AND CEILING LAMINATED W /3° POLYSTYRENE PERMIT CENTER 444" t o�w An.O INTERIOR WALLS 20 GA STEEL PANELS PRE -FIN SILVER GREY VINYL COVERED GYPSUM CEILING TILES 2' x 4' W/ NMIIE GRID SYSTEM 20 GA STEEL PANELS PRE-RN SILVER GREY VINYL COVERED GYPSUM CEILING RIES 2' z 4' W/ WHITE GRID SYSTEM HUNIINGTON 4 1/4 x 4 1/4 !GE WHITE fl - 111 (NO 1RIRDS THE WAY UP) 3 X 8 LIS1RE010 4e9 wW WOIE GROUT VINYL COVERED GYPSUM CEIUNG ALES 2' z 4 ' W/ WHITE GRID SYSTEM' 20 GA STEEL PANELS PRE -RN. SILVER GREY VINYL COVERED. CEILING DIES 2''z 4' W/ WHITE GRID SYSTEM 20 GA STEEL PANELS PRE -RN SILVER GREY VINYL COVERED GYPSUM CEILING TILES 2' x 4' W/ 44411E GRID SYSTEM REMARKS FLOOR ALE I4 SALES AREA TO BE CONTINUOUS AND RUN UNDER ALL CABINETS FLOOR TI1F IN CASHIER AREA TO BE CONTINUOUS AND RUN UNDER ALL CABINETS UTILITY ROOM MARK 8004 SIZE WIDTH L TANDARO R111. GLASS ROOM FINISHED SCHEDULE FLOORING INTERIOR WALLS REMARKS ROOM COOLER OFFICE 2 DESCRIPTION ese drpwf an nge d all inform, p t ia n Th hereon are 0 a confidential natufe and fe malrl he property of 0414laea o.: reproductl0n of these 'drgWUgsTor any Purpose, except by M'rlfteri' permission of Frey - Moss Stfuotures Inc 18 etriclly prohiblted. ,Frgy Moee,Structulree, I nc . (FM5). DATE BY CHK REVISIONS FREY -MOSS STRUCTURES > 1801 Industrial' Blvd. oss Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 M L. 3" 9' -4" SOUTHCENTER BP 34' -9» X 63' -6" MODULAR STORE FLOOR PLAN 1` -7 1/4" DRAWN BY: DATE: 1 1 -18-97 CHECKED BY: DATE: RtE - T -1 4" x 3" OVERFLOW 4" x 3" ROOF DRAIN HOLLOW METAL DOOR° HEAVY DUTY LCN (IEFTI1AND SWING JOB AI _I GRAB BARS AT 33" A.F.F. TO CENTER LINE OF BAR A LOCATION OF STATE LABELS & DATA PLATES DOOR SCH ED, ULE STORE/RON TRANCE DOORS, FULL GLASS BY BRITS- KA , BRUSHED UM. 1'0 PUSH /PULL BARS BY BROOK- LINE, DEAD::OLT' 8/ EYED 1" FROM 8011H SIDES 0 BOTTOM OF DOOR, AND CONCEALED . I" L W/ HEADER. (FRANRESS) (ONE RIGHT, ONE LEFT HAND SWING) - csxsos 48t 108L Moro •4 HOLLOW METAL DOOR 4/ HANDICAP LEVER W/ PRIVACY LOCK HEAVY DUTY LCN C 0918E OR EQUAL - U K GREY (LEFT NAND SWING 05.108 METAL DOOR Wf HANDICAP LEVER W/ PRIVACY LOCI( OR EQUAL - DARK GREY ly, C as wf / o�eo (RIGHT NAND SWING) U I 1106.10.4 s e.) ANDICAP LEVER W/ PJSI BUTTON LOCK, DR EQUAL, 12 x 20 LOUVER. SILVER HEAVY DUTY ILN�R W HANDICAP O EQUAL 1 x 1 2 PUSH 11 BUTTON AND LOCK SCOPE IN' DOOR (MK k ASSOC.} SLYER -GREY (LEFT HAND SWING) HOLI OW METAL 0001 W HANDICAP. LEVER W/ PUSH BU1TOt1 LOCK, HEAVY 0111Y LCN C n I 0R' EQUAL. 12' x 20' LOUVER, SILVER -GREY (RI T D SWING) 11EAVYDUTY MILD HARDWARE, AT. THRESHOLD, SILVER -GREY (RIGHT HAND SWING) ,« 0 T -15BT SCALE : 3/8 1' -0" DRAWING I - T3563L -97 E2 QTY. 2 2 OF 18 { 5' -0" CLEAR ROOF ACCESS LADDER — 1 • 4 1 01,1 ' 0D 11 OFFIBCY OTHERS .1- I I L _J 1 I L__.! OFFICE - _ s 1 % i WATER HEATER 30 - GAL. STRAPPED TO WALL ON 6" HIGH STAND COOLER I HVAC AND GOOIER CONDENSER ON ROOF 4'-0" 6'-0" UTILITY ROOM I- 0 L - J / EMPLOYEE 1 , 1 ii 1 WATER E TE 2 GAL. A R - 0 �STRAPPED TO WALL 60" A . F . F . !o S : �� n AREA i.4 �BUL LINE-- _ _ ■ V �Y V i V �Y ` ../''''''. I ° 8'-9 1 ' " " " o o • O _ / 2 2 1 3' 8 2'-1" 3' 8 2'-1" 3'-8" 2'-1" 3'-8" I 30 r I I . I ID l I r— I I - r r r � -- 411 i r I l ski: 7 -, � I - - - j : I -I F - T -1 I r - -♦ F -r I I j L I /� _ lick cz. 1 - 33 Sso <' ■ H I I I 11 16 I I 1 I 1 I I L `/I I 1, /I I I M �I t4 2a ,s HANDICAPPED ze O 1 i/ a.RESTR00M \ 4 3 " — - - i r - -- L - a O /li 22 � L2r_J L 32 . - 22 J -22 1 1 11,_6" — 36" HIGH 1-- I M - t”ILE LtNr H L E_A - I /_,,,o ' - Mcj611L:E LINE— n-- I - � CI d I- . 21 %`MAX. 4' 6° COUNTER 1--_ t c✓,'LS Ea J 4 P✓.tEt� To ,` (n,s-cau -4=a , ,n1 'St-r� . ^^� I - cF�AnS L=4 Sc H�DUL F(u AXE �JPGc1F«o l l S �Sn'�a LLL i -,. i) r ti e IytT �i —, r • I o 1 11 I I I L I 1 _ J _ — ` 5' 0° 1 I I 1 TURN /NC f ABOVE CSR ff f � AS CASHIER' F- r I F- , - 1 oIF - -- -- 1 F --- - -- T °, I 1 I j i 1 22 1 I I I L 1 I 1 1 1 I SALES AREA HANDICAPPED ANDIC P „6 L sz I I I i I I I I I � 22 F 22 � _ L— — L - - -.J L -J L —_ — ALL SHELVING GONDOLAS, COUNTERS, CABINETS, ETC. BY OTHERS 1 i 33 NS�or�'�KC "i4a.- II, :6"4::45,, 8nR M _ s ® I 1 Is q. 24 2J ;' \ 4 i 1 �, r LI 21 2 0 1 s.3 I poii....cs-76 � _ ' I ESL 0, _ 440„.14,. Ha .44. 7 GLASS SCHEDULE 0 U O � EQUIPMENT PLAN PLAN T G2 y �i 18 w c �.F MARK ROUGH OPENING DESCRIPTION QTY. µ1DTH HEIGHT - E�• '• I'LL,LLA - c l- ,4 -s(D= � ?EA- \10,• u•1•4 N ITEMS 1, 17, 18 & 22 TO BE SUPPLIED & INSTALLED ON SITE 'BY OWNER. G1 11'-.3" 6' -10 I /4' NERCO NFRC GLASS W ALUE CLEAR ANODIZED ALUMINUM FRAMING W/ 1' INSULA1ED GLASS (OR EQUAL) NRL LAes, ,. .,,) 1 G2 16 6 l/4* ALUMINUM RA FRAMING W/ 0 INSULATED GLASS (OR a EQU ) SCALE: 3/8" _ 1' GS 11' -0" 3' -10 3 /4'' ALUMINUM NERCO NRC GLASS W/ 0.540 AI.UE CLEAR ANODIZED FRAMING W/ INSULATED GLASS (OR EQUAL) 1 RESERVED EQUIPMENT SCHEDULE EQUIPMENT CHEDULE EQUIPMENT SCHEDULE N QTY, DESCRIPTION FURNISH INSTALL REMARKS 'N' QTY. DESCRIPTION FURNI R , NSTALL REMAR, :. ITEM N0. QTY I `^t`° r e Per P� °; DE SCRIPTION FURNISH INSTALL REMARKS A. .. "5 ; "M', DAIRY'CASE 6.1« . -N. in P imi UM mil ME :SHOPCO FRONT COUNTER ASSEMBLY OPEN ,INTERCOM CIGARETTE MERCHANDISER 31 POOR COW.' TEMP. FREEZER W ;REMOTE CONDENSER OWNER - FMS FMS OWNER FMS OWNER ' - OWNER FMS OWNER FMS ' 12 13 14 15 16 17 1 2 1 - 1 ELECTRICAL PANELS "� MEM FMP `; • • I FME FMS FMS FMP G.C. 23 2 C1,1,1,1 WATER CLOSET, KOHLE 3544EB OR EQUAL FMP FMP FMP. 7" MIN TO 19" MAX - TOP OF SEA 34 TO TOP 0 ` ,M.N: _ 23" ELECTRIC SAFE 40" AFF it, : 24 25 26 20" x 18" HAND LAVATORY, KOHLER # 2036RH OR EQUAL FMP PAPER TOWEL DISPENSERS - BRADLEY 2442.11 S S WATER`HEATER ELECT, RHEEM •68V30S - 30 GAL. . IT P T'x 1' - 6" TA HANDICAP GRAB RAIL 5/S 42" EXPOSED FASTENER FMP FMP 33" (L OF GRAB BAR HANDICAP GRAB, RAIL AILS S 36' EXPOSED FASTENER FMP FMP 33" (L OF GRAB BAR 27 1 PRODUCT CABINETRY OWNER OWNER FOUNTAIN & FAST FOOD BAR OWNER' OWNER OWNER `,28 29 ` 2 2 R/R MIRROR 24" x 36 TOILET TISSUE DISPENSER @ 19" A.F.F. FMS FMS FMS FMS 40 TO BOTTOM EDGE, MOP SINK, TILED -IN -PLACE FMP • FMP 18 1 ` AST FOOD ISLAND '$ : Kuno WATER HEATER ELECT. RHEEM ::;81VP20S -20 GAL. ;SANDWICHI CASE :, FMF' OWNcR 1 FMP OWNER _ 19 20 IMIEZZIEMEMIEMIEMIMIIIIMMIIII 1 10 DOOR WALK COOLER ': OWNER l'' EMS ,I OWNER FMS • W REMOTE CONDENSER :'.30 31 1 1 BAG IN THE BOX '' ' FMS FMS BAR SINK , POLAR S /S, # 1559B OR EQUAL FMP _ FMP 25:x90 COMPARTMENT, SINK METAL MASTERSS S 14- 16 -3 -18 OR EQUAL , FMP FMP M 21 2 CASH REGISTER OWNER.,. OWNER 32 2 STATION CAL KO DIAPER CHANGING ST TIO (VERTICAL) ) F MS • FMS 27 1 T TO 3 BOTTOM A.F. _0 A.F.F. 13° x 13" HAND ;SINK, KOHLER , :27538 OR EQUAL FMP FMP 22 10 ''RODUCT DISPLAYS OWNER • OWNER 33 2 r BRADLEY ; 6562 SOAP, DISPENSER U€G3 -i 19!1" S' FMS These drawings and all Inform- DATE BY CHK RE • - • ,- ::F — " R E Y MOSS S T R , C E N TER B P SOUTH ' q -9 X 63 ' 6 MOD ULAR BUILDING EQUIPMENT SCHEDULE DRAWN BY: ' �"g`� •"&°g°' P. 5 8ntt o yti ,was Lp o? b M. fro • . _ ...: . ,� N ' + ' - w a r -.- c sr.i. , �ory ar.e JOB T-15BT IIIIIIII E3 3 OF 18 a tlo•,: �heraon ara'of a confidential °d on', h and remain the property of . n Fray -Moss StrUCtures,'Inc. (FMS ?; . Any use'or reprod4ctlon of these for pse®® writt6n'Ipermisaioh of Fr - Moss . aurae Inaia`et l ia �ahrol � ad ®® •' C T U R E S El veo -- �■■� ®® 4 0 . . DATE: 11 -18 -97 ; ®® > 1801 : 1:31v . OSS Conyers, to 3 ' 207 CHECKED 8Y: :: ., ., _ - 12 18 97 , M.J, 2.': REVISED, RF f R0 0 1�. .. ' R ; . _ . �.. 11 -24-97 AS ..: .1.'RENSEDIDOOR,SWING FOR R.R. & OFFICE. ®® Phone; (770) 4$ 75 43 Fax s , '770 >,483 6037 fxc- r- 1ea1\cT 1 °Roil ® DRAWING T3563L -97 awe drawings and all infofpjjit X141 herflon are ofa confldentipt f4 'and r �pJn file property' ?o( �e Moe$ Structured Inc. {Fit$); _ 1n Uoe, pr reproducllan of those' w ge'1or apy, purpose, except byy' rrTtlen "parmisstan of Frey - Moen', ttdetrah, tnc. is strictly prohibited.' 31/2" 3000 PSI LIGHTWEIGHT CONCRETE OVER 22 GA. F- DECKING 12 X'20.7 48'- pc to 1 1 0C28 12x20.7 48' -2" 0028 #C8 #C7 #C25 00 T.S. 3 W8 x 10 3 1/2" 3000 PSI LIGHTWEIGHT CONCRE 1 OVER 22 GA. F -DECKI #B23 W8 x 10 #B23 W8 x 10 x3 "x14GA. COLUMN W8 x 10 /#31, #C T.S. 3" X 3" X 3/16" o DENOTES 3" x 3" x 3/16" COLUMN UNLESS OTHERWISE NOTED 22' -1 1/4" 20 -0" DENOTES A LIFTING COLUMN aum DENOTES TEMPORARY COLUMN 1 DENOTES BASE LIFTING POINTS DENOTES WHEEL LOCATIONS 52' -6" 0/0 STEEL FRAME 53' -0" 0/0 STEEL BUILDING (THIS MODULE) 6' -3 1/2" NOTE: ALL PULL DIMENSIONS ARE TAKEN' FROM OUTSIDE OF THE STEEL BASE FRAME 16' -3 1/4" 12x20.7 #C9 FLOOR FRAMING PLAN SCALE;: 3/8' = 3" x 1/4" #C2 3' -9" 5' -0" 8' -9" 9' -9 3/4" 5' -0" 5'-O" 5' -O" 1S-9" 3' 9" y 18 23' 9" 9' -9 3/4" #C10 T.S. 3 "X3" X 14 GA. 52' -6" 0/0 STEEL FRAME 5' -0" 28' -9" 12' -3" 62' -10" 0/0 STEEL BUILDING #C12 33' -9" 5' -0" 38' -9" 9' -9 3/4 5' -0" 43 FREY —MOSS STRJCTURES, 1801 Induet 81 Con , Georgia Phone: (404) 483 -7543 • Fax 3r -6037 #C13 T.S. 3" X 5' -0" #D6 48' -9" 9' -9 3/4" 3 #C3 1' 7" #C1 9' -7" 0/0 STEEL FRAME 6' -0" BLOCKOUT 7 #B16 4 4" x 3" x 1/4" OVER q7 x 9.8 0615 4 4" x 0014 9' -7" 0/0 STEEL FRAME 9' -10" 0/0 STEEL BUILDING SOU TH CEN TER BP " x 63' -6" MODULAR STORE FLOOR FRAMING PLAN 2' 0" OVER C7 x 9 1 DATE: FILE - T- 1681\r4 #C16 4018 #C19 4015 DRAWN BY: DATE: 10 -6 -97 CHECKED BY: #G22 T.S. 3" x 2" x 14_GA,_ #021 m in In DRAWING 1 - T3563L -97 E4 4 OF 18 0 These drawIngti and all.Inforryt- ritlip' are Of o confldantlal ii3O4ii:0^0i.rlifil9,1f),the property .of. 'Prei Hpai poi:JOurea, lc. (FMS). Any U or repf9409t199 of 099 tor aa p9tpode, except :by e! permls&an at , Frey-Mokus rea ;ibto.le strlctty problbRed. TS 3"X2 GA TOS 0 9'-3 3/8" 7.1 x 16" x 20 GA. ROC/NJ DECKR ATTACHED , #14 x 3/4" TUF AT EACH RAFTER' s i l0 1e, lb'w■ox. b. ? r 6t • u-> 1 " S -1" DATE 12-047 BY M.J. HK REVISIONS t REVISED 1RUSS I'S. • 1 Magi ..■ HIMMMI7 P131 2 1/2" X 2 1/2" X 3/16" ANGLE BRACING ABOVE FRAME (2 PLACES) D 4'-0" 4 16 9'--9 3/4" 52 0/0 STEEL FRAME 26'-2" 62-10" 0/0 STEEL BUILDING 4-6" , C-0" 32'-6" ' 12'-3" 52'-6" 0/0 STEEL FRAME 5S-0 0/0 STEEL BUILDING (THIS MODULE) TOS 0 .1o'-9 32'-2" 6 C/C NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME C5 X 6.7 DISTANCE FROM TOP OF PURLIN TO TOP OF TRUSS. BOTTOM OF 25 TRUSS TO BOTTOM OF C5 x 6.7 9 3/4" TRUSS os, TOS 10'-7 1/2" 9 3/4" TOS—' 10-4 1/2" 0 10-4 1/2" 36'-6" 9'- 3/4" ANGLE BRACING BELOW FRAME -- PLACES) 40 FREY-MOSS STRUCTURES 11301 Industrial 014. os, Conyers, Georgia '00;07 Phone: (404) 463 • Fax; 404) 403-6037 44'-6" #RC5 ROOF FRAMING PLAN SCALE: 3/8" = 1'—O" 3" .11=MIP eseeesesee =sm. 47 1 S: 1111w— 4" TRUSS at 2 1/2" X 2 1/2 X 3/16° - 9'-7" 0/0 STEEL FRAME 3" x 16" x 20 GA. ROOF DECKING ATTACHED W/ #14 x 3/4" TUFF-T1TES AT EACH RAF TER i TOS 9'-8 3/8" #RCH TOS 8 10-4 1/2" C5 X 6.7 9'-7" 0/0 STEEL FRAME 9'-10" 0/0 STEEL BUILDING 0 DENOTES 3" x 3" x 3/16" COLUMN UNLESS OTHERWISE NOTED SOUTHCENTER BP 34!-9" x 63'-6" MODULAR STORE ; ROOF FRAMING PLAN DATE: F1LE - T-1581\ 1:5 DRAWN BY: .Bm.sa. DATE: 10 CHECKED BY: - T.S. 3" x 2" x 14 GA. `cv DEC 30 1997 JOB T-15BT # ncceiver (10' OF MIK' ILA MAR 1 8 1998 eFroxrr nFAX[Fig SCALE : 3/8" = 1 DRAWING 1 -T35 1 1.1 1 ■ E5 5 OF 18 #RC14 C5 X 6.7 #RC14 C5 X 6.7 .,:. Lk MY #RC14 - .---- ._ ------------ . C5 X 6.7 - #RC 4 C5 X 6.7 M E6 4- r#RC14 C5 X 6.7 #RC14 C5 X 6.7 3" x 3" x 14 GA. COLUMN / No C5 X 6.7 I 1417 0 These drawIngti and all.Inforryt- ritlip' are Of o confldantlal ii3O4ii:0^0i.rlifil9,1f),the property .of. 'Prei Hpai poi:JOurea, lc. (FMS). Any U or repf9409t199 of 099 tor aa p9tpode, except :by e! permls&an at , Frey-Mokus rea ;ibto.le strlctty problbRed. TS 3"X2 GA TOS 0 9'-3 3/8" 7.1 x 16" x 20 GA. ROC/NJ DECKR ATTACHED , #14 x 3/4" TUF AT EACH RAFTER' s i l0 1e, lb'w■ox. b. ? r 6t • u-> 1 " S -1" DATE 12-047 BY M.J. HK REVISIONS t REVISED 1RUSS I'S. • 1 Magi ..■ HIMMMI7 P131 2 1/2" X 2 1/2" X 3/16" ANGLE BRACING ABOVE FRAME (2 PLACES) D 4'-0" 4 16 9'--9 3/4" 52 0/0 STEEL FRAME 26'-2" 62-10" 0/0 STEEL BUILDING 4-6" , C-0" 32'-6" ' 12'-3" 52'-6" 0/0 STEEL FRAME 5S-0 0/0 STEEL BUILDING (THIS MODULE) TOS 0 .1o'-9 32'-2" 6 C/C NOTE: ALL PULL DIMENSIONS ARE TAKEN FROM OUTSIDE OF THE STEEL BASE FRAME C5 X 6.7 DISTANCE FROM TOP OF PURLIN TO TOP OF TRUSS. BOTTOM OF 25 TRUSS TO BOTTOM OF C5 x 6.7 9 3/4" TRUSS os, TOS 10'-7 1/2" 9 3/4" TOS—' 10-4 1/2" 0 10-4 1/2" 36'-6" 9'- 3/4" ANGLE BRACING BELOW FRAME -- PLACES) 40 FREY-MOSS STRUCTURES 11301 Industrial 014. os, Conyers, Georgia '00;07 Phone: (404) 463 • Fax; 404) 403-6037 44'-6" #RC5 ROOF FRAMING PLAN SCALE: 3/8" = 1'—O" 3" .11=MIP eseeesesee =sm. 47 1 S: 1111w— 4" TRUSS at 2 1/2" X 2 1/2 X 3/16° - 9'-7" 0/0 STEEL FRAME 3" x 16" x 20 GA. ROOF DECKING ATTACHED W/ #14 x 3/4" TUFF-T1TES AT EACH RAF TER i TOS 9'-8 3/8" #RCH TOS 8 10-4 1/2" C5 X 6.7 9'-7" 0/0 STEEL FRAME 9'-10" 0/0 STEEL BUILDING 0 DENOTES 3" x 3" x 3/16" COLUMN UNLESS OTHERWISE NOTED SOUTHCENTER BP 34!-9" x 63'-6" MODULAR STORE ; ROOF FRAMING PLAN DATE: F1LE - T-1581\ 1:5 DRAWN BY: .Bm.sa. DATE: 10 CHECKED BY: - T.S. 3" x 2" x 14 GA. `cv DEC 30 1997 JOB T-15BT # ncceiver (10' OF MIK' ILA MAR 1 8 1998 eFroxrr nFAX[Fig SCALE : 3/8" = 1 DRAWING 1 -T35 1 1.1 1 ■ E5 5 OF 18 The'sa drawings and all Inform - tion hereon are of o confldenlal . piture and ramainsthe propa•ty of ) -Moss Structures Inc (FMS) ueR or. reproduction of these ge for, any purpose' except by rrnermiseton of Frey -Mose' roe; Inc, le strictly prohibited.> 1. ADDED C12 X 20.7 PC. C1,C2,C15&C16 S TO N N (4) 0/8'0 x1 1/2' LG. M. BOLTS (N.S. & FS.) (A -307A MIN.) eL 3" X 2' X 3/16' 1111111111E1 11111111111111111/11 MINI 111111111 TRUSSES. 1/2 4. BOLTS IN SHOP & ON'SITE faB3 3' X 3'11 3/16' COL. 42'112'X1/4' 0ERRTICAL & DIAGONAL -TOS 0 10' -7 1/2' 4 G' x 31/2' X 1/2" J / M ,if184 4 6" X 31e X 1/2' S 1 - 307A 1/2 0 X 1 1/2 LG. M. BOLTS &1 .. (SITE.) B'-0" 0/c T.S. 3'. X 3" X 3/16" TEMPORY COLUMNS C7 X 9.8 C7 X 9.8 C12 X 20.7 ` X 9.8 BOS 0.8' -6 1/2' DETAIL SCALE: 1 - -1 /2" = 9' -0' FM INEM1111=1111111111111111111111 _ ®®® ® ®® ! MODULE LINE r PRB3 (4) 5/8 0 x 1. /2'LG. M. BOLTS (N.S. & F.S.) (A -307A MIN.) C5X6.7 3" x 3" x 1 /4"ANGLE W/ 1/2 "0 M. BOLT TOP h BOTTOM EACH SIDE TS 3 "x 3' x 3/16' TS 3 "x 3" 3/16' BO & BOTTOM EACH SIDE 3' x 3' x 1/47 ' ANGLE W/1/2 "0 M. 9 6.7- DETAIL 1 - -1/2 V-0" (( 1/2'0 X 1 1/r LG. M. BO(.TS (A SHOP k ( ON $TIE 0/C IN T.S. 3 ". 3' X 3/16' TEMPORY COLUMNS ` x 3 l/2" x1 /2" ANG0.0 (TRU S' x 3 1/2 a 1 /4' ANGLE 5" x 3 1/2" z ..1 /4 OLE 6' x 3 . •' x /2" ANGLE iFa• (TRUSS) 1 rx T 4 3'x1 /4'FIAT BAR 3/16 11 TS 3" x 3 x 3/16' SECTION SCALE: 1-1/2" - 1' 0" MOD. LINE • I=1[a71111'- SCALE : 1 1 2 = 1' - 0' DRAWING >f - T3563L -97 Alt 00000 I10LE SIZE -1- /- 1/2" 3" 0 4" 0 5" 0 SLOT 4" x 2" MAX. 3/16' SECTION SCALE: 1 -1/2" = 1' -0" 2) 9/8'0 x 1 1/2' LG. M. BOLTS (A -307A MIN.) 4'x3x1/4'x9'L& 1/2'0 z 1 1/2 LG. M. 80015 (A -307A MIN.) IN SHOP ONLY 3/16 SECTION • 2(3'x2"x3/16'x3'LG. BOTH SIDES OF COLUMN 3' x 3' x 3/16' COL, TS. rx3'x3/16' 181PORA0Y mums SCALE. 1-1/2" = 1' -0" (E4 1-051 ¢4' 93'111/4' OVER C7X9.8 1/2.0 BOLT .X 1 1/2' L6. -' IN 80111 CUPS DETAIL SCALE: °1- 1/2 "''= 1' -0 20.7 C12 x 20.7 1/2'0 x 1 1/Y LG. M. BOLT (A -307A MIN.) ro 4'xrxl/4'x9LG. 3/16" (2) 5/8"0 M. BOLTS SECTION SCALE: 1-1/2" I __MODULE UNE 1 (1 103 TYPE "F" FLOOR DECKING T.S. 3" x 3" x 3/16" COL. .4 3" x 2" x 3/16" x 3" 10 SECTION ( F SCALE: 1 -1/2" = 1' -0" E4 #14 x 3/4" L0 TUFF-TITS AS SHOWN AT EACH 1 -131914 (Tr.) C12 x 20.7 - 4_4" X 3" X 1/4" 1/2 "0 x 1 1/2" LG. M. BOLT (A-:307A MIN.) \ \__C7 X 9.8 (1) 1 1/2'0 M. BOLT 0 4' -0 "0 /C (TIP.) 2( 4" e 3" x 1/4" (2) 5/8 "0 M. BOLTS /14X16' 1 l/2' O/6 LG. T.T. 0 TYPE '1" FLOOR DECKING TS. 3'x 3' x 3/16' Ga.S1oE of Co��,Kn1 � � GS X 6.7 11 1/2'0 x 1 1/2 LG. M. 8 3/16' (A -307A MIN.) ` SECTION SCALE: 1 -1/2" - 1' - -0" SECTION SCALE: 1 -1/2" = 1' / M0D111E UNE ' ,1_, TP3 4 6' X 3W X 1/2" CONT. 04.X5.4 ( CS 6.7 SC 3' x 16' x 20 GA ROOF DECK S 0 10'- 7. 1/2' /14 z 3/4" LG. TUFF-TITE ' o EACH JOIST FREY -MOSS STR , CTURES 1801 Industrial BIvO. t oss Conyers, Georgia 30207 Phone: (404) 483 -7543 • • Fax: `x'(404) 483 -6037 K8 x 10 O12 z 20.7 TYPE 'F' FLOOR DECKING C5 x 6.7 N = 3" x 16" x 20 GA. /ROOF DECKING x 3' x 1/4' ANGIE .> S. 3" x3' x14 GA. 07 x 9.8 SECTION I1 SCAI E: 1 1 /2' I 1 . L4 -- 3/4" LG. #14 TUFF -911 AT EACH RAFTER p 2 2 11//2 (3/16 (3/16 0 If 8 . - X 3N' X 1/2' 2 1/2' x 2 1/2" x 3/16' ANGLE \ - - - - 4' -0 0/C VERTICALLY & DIAGNALLY -- 42'X2' X 1 /4' 04e5.4 WRMCAL & DIAGONAL _ �T0B2 2 1/2' x 2 1/2' x 3/16' ( 4 6" ANGLE SHT.(4 PLACES) BRACING : 1 3/16 > 2 1 `I \ 1/2' B0LT CENTER `BOTH ENDS 3/16" (/ 2 ----- - -�T05 0 8' -01' 3' x 3" x 1/4' ANGLE ros 0 ;'1 -9" OUTHCENTER BP x 63'-6" MODULAR STORE FRAMING ` SECTIONS yi4X1 I /2" L0. T.T. 0 16' 0/C TYPE "0" 110(X2 DECKING FRAMING SECTIONS SCALE: 1 1/2" = 1 DRAWN BY: DATE: 10 -6 -97 CHECKED BY: DATE: 81E - T- lear\m N \-W'8x1 4 -0" SPACING (T1P.) 6" x 3 1/2" x 5/I6' AN011 3" x 3' x 1/4" ANGLE - I)ErFAIL : L: I/;, 1' -_ 11„ 3'X219" X 99" X 4' LG. (2) 5/8 '0 M. BOLLS T.S. 3' X 3' X 3/16' 1EMP0RY 004.11MN 214'X211" x 41x' ANGIE DEC 3 Q 1997 5 x r 1/4' . 4' LONG ANGIE W/ BOLT TOP & BOTTOM EACH SIDE MATT 2" 0 PVC 3 "0 PVC 4" 0 PVC 1/2" 10 1" EM1 1/2" 10 1 1/2" COPPER WATER LINES ELECTRICAL & PLUMBING HOLE(S) 001L1 NOT BE LOCATED ANY CLOSER THAN 6" FROM CO) UMN OR JOIST TO BASE FRAME CONNECTION. / -(:5 X 6 7 BEAM WEB PENETRATIONS 4 X5.4 I)ELI'AII, SCALE: 1 ,`,;, 1 _ O" C5 X 6.7 1 "T02 " 95 6. B T - -3 1/2' X 2 1/2" ANGLE TS 3' x 3" x 3/16" (2) 3" x 3" x 1/4" ANGIE W/ A 5/8"( 6. BOLT 1HRU EA. IN SHOP & ON STE j -- 3' x J" x 1/4" ANGLE E6 6 OF 18 S O U TH C EN TE R BP DRAWN BY: ....,L ii„,,,,,,.. o w ' o JOB T --15BT -- C TUKWI DATE: 10 -6 -97 ° by i R 1998 34 -9 X 63 -6 MODULAR STORE CHECKED BY. R ' / --- y 'ERMR= OENTER - - 9T V ti` SECTIONS DATE: II L�I16s1i� SC,AlE :4 0 tl_ n e lssnr� DRAWING I - T3563! - 97 FASCIA - ALUMINUM COMPOSITE MATERIAL COLOR- SILVER .050 ANODIZED ALUMINUM - TRIM FLASHING These drawings and all inform- ation hereon are of n confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by Written permission of Frey -Moss , Stnagtrres, lnc. is strictly prohibited. 10 12 -24 -97 20 GA. ZEES 0 48" 0/C FASTEN TO RIBS W/ #14 X 3/4 TUFF -HIES 20 GA. GALVANIZED GUTTER 3 PVC DRAIN SE FLOOR PLAN FOR LOCATIONS BASE REVEAL 11/2" x 1 1/2 x 1/8 33ITH4 #14 X 1 I/2• LONG TUFF -DIES AT 18' O/C riTITTTdTTS Ti TT TT? T T T T T TO 2 •? ItdTI2TTITdT4TdTTTI2d T TT Tit TITITTTI• DitrTd2ITTTIT T !TT??? TITdTI2IZI TIT dSTT4TTT2d2IT l DENSGOLD BOARD' EMPLOYEE AREA 18 GA HATS 0 24. 0/C FASTEN TO ZEES IV/ /14 X 3/4" TUFF -7IIES 6'X:5" X W GA. WARE MESH SALES AREA TT!!! T 21 TT l_42it2 S S2 S2 S stns2 resz nnsIPSISt s _RSZStntcsL UNFACED FIBERGLASS INSULATION 3'4 WIRE STRAINER C4 x 5.4 `44' x 3' x 1/4' OVER C7 X 9.8 SILVER GREY 20 GA METAL PANELS • i 3• ROOF DECK 24 x 48'. x 1/2' GYPSUM CEILING PANELS w/ NNW FACE AND SUSPENDED GRID SYSTEM SILVER GREY GE METAL PANELS TROWEL FINISH CONCRETE__ W/ CHARCOAL NNYL COVE BASE & SEALER BY DATE 02 -19 -99 1 -19 -99 M.J. CBW M.J. CHK REVISIONS 3. ADDED INSULATION NOTE 2. REVISED PER CO',, 14 _.' REVISED FLOOR; INSULATION. TILE UNDER ALL /CABINETRY 2' x 2' x 20 GA. S.M.4 11 IF N-12 GA WIRE 0 ±45' 4 lu IN ALL FOUR DIRECTIONS 6' UNFACED FIBERGLASS INSULATION j - - PEIIJET SlGNAGE BY OTHERS �4 BACK -LIT P ELMET / 1� x 1' -6• TALL G C. \ JJ 7x 1'x 20 GA. 5.1.1.4 INSTALLED 8181 PARE 0 12'-0' 0/C MAX AND 4' -0't FROM WAILS THROUGHOUT CEILING /F000 BAR (BY FOUNTAIN & FAr THERS) C 17 3000 PSI.UGHTWEIGH' CONCRETE OVER TYPE •F" STEE_ FLOOR DECKING DETAIL "A" PURIM C4 x 5.4 ROOF PURUN SUSPENDED GRID MAIN STRUCTURAL TEE LAYER OF 3' FIBERGLASS INSULATION (R -10) w/ V194. UP (AS VAPOR BARRIER) ALSO, VINYL UNDER. MTH . ATTACHMENT ANGLES & WIRE GRID FOR 5/UPPING 12 GA/ WIRE WHERE MAIN TEES. CROSS PURUNS 0 4 -0' 0/C t 63' -6" 0/0 OF BUILDING 62' -4 0/0 OF STEEL -DAL TILE 12803 W/ NATURAL GROUT & MATCHING CERAMIC COVE BASE R -10 VINYL VAPOR BARRIER SEE DETAIL 'A' FREY -MOSS STRUCTURES 1801 Industrial ''; Blvd. oss Conyers, Georgia 30207 Phone: (770) 483 - 7543 • Fax: (770) 483 -6037 ROOF SLOPES 1/4" PER 12' TO GUTTER AT LEFT -SIDE 3000 PSI IJGIFLWXIGHT CONCRETE OVER TYPE • F" FLOOR DECKING W8 x10 24" X 48' X I/2" GYPSUM CEILING PANELS & SUSPENDED GRID SYSTEM MASTIC - SII VLR GREY 20 GA. PANELS FREEZER DOOR - -- 9222222222222222 T.S. 3' x 3" x 14 GA. 4 4' x 3' x 1/4" OVER C7 9.8 TOS = 10' -4 1/2' ROOT SI iIPES I/4' PER 12' -- 50 GUfilii AI REAR C4 x 5.4 3' VINYL FACED FiitiiiiASS 5 11 10 I11ST11 ATI011 - \-24 GA. h1ETAl. i =i U SICK• ACROSS ENTIRE ,;StiiiiiG I1 C12 x 211.7 1L ROOF 51GK FEB :191998 -C4 x 5 4 .RE J `v ED 1990 -1151. TILE 22803 W/ NARJRAI. GROUT & MATCHING CERAMIC COVE BASE 3000 P51 LIGHTWEIGHT CONCRETE OVER TYPE "F" FLOOR DECKING 24 GA FL ASHING� G4 x 64- 1 /2' GOTLli - UOAFiu I IIINIII ICL ,3i1113 4" X 4' X 1/4" g5011 W/ WAIVE GROW 3" X 20 GA. WAIL PALLET 3 1/2" FIBLRGI ASS INSULATION -- R -11 W /VAPOR BARRIER N WAI I S ill �..► ''' if222S?2S6222 2 29 2QQ2S 929 252999 2RS2S2 2S? 299 252 9522229 29Q9 C12 x 20.7 -FASCIA - ALUIJINiiX LOAPOSUE MATERIAL i COLOR -511 VER \ -1 I/2" STYRENE W/ iiksil'I 1/2 DENS;OID 50 WEATHER PROOFING MATERIAL BEHIND DENS GOLD BOARD / (TIP) ` -. BASE REVEAL , -SEE SIIEEI Fl FOR 1440112 ATION DETAILS (TV) Keh. in r I MAR 101990 _ rE 5L5- •. STATE OF WASHINGTON DEPT OF LABOR & INDUSTRIES CONSTRUCTION COMPUANCE SECTION FACTORY BUILT HOMES &COMMERCIAL STRUCTURE a 1 55 PLANS ACCFPTEONO. L15 ' 4x81 - SUBJECT 1O IBD ldRON OVERSIGHT OR NOLAIIOMCM RNOTINISED DATE. 03.o9-vP, EXPIRATION DATE: o/•i3=99 E1 7 OF 18 These drawings and all inform - ation'hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS), Any use or reproduction of these dr nlr )s ! r any purpose, except by vl - Resn pGrr0let,00 or Fray -Moss .. IcF , 1., B' t AfDFD DETAIL 'A" ■ i 24 GA. FLASHING DATE 02 -19 -98 BY M.J 1 -19 -98 CBW 12 -2g -97 M.J. CHK REVISIONS 1, ADDED VOID '& INSULATION NOTE, 3., REVISED PER CO 14 2. REVISED FLOOR INSULATION. COOLER PANELS LAMINATED W/ 3' POLYSTYRENE. INSTALLED PER NANUF. SPECS. COOLER TROWEL FINISHED CONCRETE W/ CHARCOAL /VINYL COVE BASE k SEALER COOLER DOORS COOLER PANELS LAMINATED W/ 3' POLYSTYRENE 2 2 20 GA. S.M.4 12 GA/ WIRE WHERE LIMN TEES CROSS PURUNS 0 4' -0' 0/C t SECTION THRU BLDG. SCALE: 3/4 " = 1' -0" -1 - I� 2'x1'x20GA.S.N. INSTALLED WITH W1RE 0 12' -0 0/C MAX 12 Gk YAK • t45" 4 AND 4' -0't FROM Iv - - IN ALL FOUR DIRECTIONS WALLS THROUGHOUT CEILING TOTAL INSULATION THICKNESS TO DEVELOP R -21 OR GREATER r ROOF DECK DETAIL "A" 34' -9' 0/0 BUILDING 32' -10" C4 x 5.4 RCtf PUR11N FASCIA - ALUMINUM COMPOSE MATERIAL COLOR- SILVER 1/2'. DENSCOLD BOARI BASE NEOT:AL (TYP.) SEE SHT.E4 FOR CONNECTION DETAILS 3' VINYL FACED FIBERGLASS INSULATION W/ 6' x 6' x 10 GA. ,VAREMESH, ATTACHED W/ 1 1/2' C12 x 20.7 WBx10 NO VOIDS IN i C12 x 20.7 INSULATION (TYP) C12 x 20.7 LAYER OF 3' FIBERGLASS INSULATION (R- 10),w/ MNYL.UP (AS VAPOR BARRIER) ALSO,: 000L UNDER 01111 ATTACHMENT ANGLES e. WIRE GRIDFOR - SHIPPING ROOF DECK ATTACHED. W/ ) FILL W/ INSULATION TOS = 10' -7 1/2' 114 x 3/4' TUFF -TITES r 0 EACH RAFTER 3' ROOF LIECK 110 x 5/8' HH 3' 0 GO CAD 1 TRUSS -25' DEEP 6' FIBERGLASS F10 INSTALLED �!y� 10017 0RON, R -19 / !7!I! LT111, G �_ =� �l IZ ®l� � A *X� , � � Man "Ind G l/ � � ®I A 11 �Z r ,w e , vo r "sr Nor GtZT tZ�. Lt112�S�1�Z�l�3tZti�Sil�l�l�Zti itIK�.UZtI�V��1�i�Iti�ltStSti�i l lt ��Itl R l O l� tll�� ibl ��' I J ►7�111t "it." I 01•i• 7 T 1•ZK•1•1•i • •i• • • • i � � i�l�i�i�. �i�i�i- ��i- i- i- i- ili- i- l- u- oi- i�i�i�oi�i- ri�i�i- ��i -i�l�� i�i�i� « -.�i Y i�i�i iii L� iii -� -i -i- �i -i � - � - - � � - it � C4 x 5.4 , T r . 6' UNFACED FIBERGLASS INSULATION SEE DETAIL 'A' NVIVW IM/11/1/1/ ! !MM lYi4i2i? i2iSi2iYiSiTi2i2i2iSi2iYi4iYlYi2i31N2i2i2 i2i2i4i2i2i2 i2iYItYi2i2i Wi2i2i2i>3Yi2iYWi4iTi2 i2 i1i2iYi2iTi2i2iTi2i2ifiYi2 i2ifiYiYi2iYiYi2i2i2iTiSi2i2iYiYi2i4iS i2iYi? i2i2i2 i2 i2 i? iYi2i2i 2 iYi 2 i 2 i 2 i?i 2 i?i?iTi 2 i! %? ?Yi%! Yi2i2i2i2i7i2i2iT mis CWB v v v IF v v 11' IF w w v SUSPENDED GRID MAIN STRUCTURAL 1E0 3' DECK CAP FIELD INSTALLED SALES AREA FREY —MOSS STRUCTURES 1801 Industrial Blvd. oss Co n G 30207 Phone: (770) 483 -7543 • L' Fax: (770) 483-6037 FILL W/ INSULANOLI Al_ RIE J20B 0/. NAIURA0 GROUT0 MATCHING CERAMIC COVE BASE TRUSS -25' DEEP SOUTHCENTER BP 34' -9" X 63' -6" MODULAR STORE SECTIONS 3' ROOF DECK 0 70 x 5 /8' 161 s ±S- 11 o oryo raw SEE HT E FOR CONNEC110N DETAILS ., 1011SS - 42 1/2' DE --- 2 X 46' X 1 /2 ' GIPSON CEILING FAMES 01 SUSPENDED GRIN SYSTEM -3050 PSI IIGIITWEIGIII CONCRETE OVER TYPE F' STEEL FLOOR DECKING 2 1/2" x 2 1/2' X 3/16' - ANGLE rl 4' -0' 0/C VERIICAILY k DIAGONAIIY SEE GLASS SCHEDULE- SILT. E3 20 GA. HEADER PANEL. -' (SIL V£R -GREY) 3" X 3' X 1/4' ANGLE 0 11)7 k BOTTOM -24 GA. MASHING 1'- 3' AUM. TRIM ANGLE FASCIA - 01110114110 COMPOSITE MATERIAL 1 COLOR SILVER - HEADER - 7/51110114 . COMPOSITE MATERIAL COLOR -GREEN AjliOr RR , WAWA "SUSS i2i iTiTiTi2i2i2iTi i?Z2e MIlYI S � -R -11 I0151A500 Z �' - -.500 SLIT E4 050 \ CONNEC710N DETAILS 4 � _ Cl2 2 _ SEE SHEET El FOR 10011001100 10 x DETAILS (TYP) 1FG111 E8 8 OF 18 FASCIA - ALUMINUM.-' COMPOSITE MATERIAL COLOR - SILVER 20 GA. SIL €R GRAY LAMINATED WALL PANELS: SEE SHT E5 FOR CDNNEC71 DETAILS �t14T4ITTTa?ItlI IiTTITITTZ III iiTiiTT1TT TTTTTTTTTTTTT TTTTTTTTT RESTROO GYPSUM CEILNG , D GRID SYSTEM W i TiiI1TIT TI IT 41 TIIi iTI I I i i i i ///1T ITitititltTtTtItitTtlt t t t titT4lt f �itititLtititTtltTtTtTti`! T44444T4 _ TTTTTTTTTTTTT TT /T /44412 1 i /4/14444 Tliesa drawings and all Inform- atlon hereon are of a confidential �(i4lEurn and tempi!) the property of, Fii*Moae Structures, Inc. (FMS). Any`use or'reproduction of tbpse drawinga'for any purpose, except by . written permission of Frey -Moos Structures, 1,c. Is ehicIIy.. prohibited. GUTTER 12. MM 11' 24 GA. FLASHING 44' x 3'x 1/4' OVER C7 x9.8 TOS = 9' -8 3/8" C4 x 5.4 ELECTRICAL PANELS UTILITY DoG11-0 1 REVISED INSULATION IN FLOOR. C4 x 5.4 24' X 48'.X 1/2' GYPSUM CEILING PANE15 & SUSPENDED GRID SYSTEM 48x10 TROWEL FINISHED CONCRETE W/ )/- CHARCOAL VINYL COVE BASE 06622) SO� a CU 3" ROOF DECK PURUN TYP 12 GA/ RARE WHERE'' MAIN TEES CROSS PURUNS • 4' -0' o 4 0 SECTION THRU BLDG. SCALE: 3/4" = RETAINING ANGLE 34' -9' 0/0 OF BUILDING 32' -4' 0/0 OF STEEL SLOPE: 1/4" IN 12' -1/2' GREEN -BOARD HUNTIN0180 I/4CE WHITE 1 G -111 W/WHITE GROUT 3' X 20 GA. WALL PANEL R -10 24' X 48' XT PANELS k SIl DAL TILE /2803 1ATURAL GROUT & MATCHING CERASIC COVE BASE 1 x 10 n 6' UNFACED FIBERGLASS INSULATION CDKFAess8a T= 3" H LLWAY DAL 111E 12803 W/NARTRAL GROUT & MATCHING' CERAMIC BASE ut,, TOP LAYER OF 3' FIBERGLASS. INSULATION (12-10) w/ VINYL (AS VAPOR BARRIER): AND BOTTOM LAYER OF 6' FIBERGLASS II(SULA110N(8 -19) w/ VINYL 00144, FOR SNIPPING PROTECTION, . HEtD. UP w/ A WIRE. GRID. J. FREY -MOSS ST > 1801 Industrial ;d. oss Conyers, Georgia , T , 707 Phone: (770) 483 -7543 • Fax: == '(770) 48 —6037 10 34 TOTAL INSULATION THICKNESS TO DEVELOP R -21 THICKNESS OR GREATER 3' 40 GA. WALL PANEL C4 x 5.4 3' VINYL FACED FIBERGLAS INSULATION W/ 6' x 6' x 10 GA. WARE MESH ATTACHED W/ 1 I/2' x 1 1/2' x 1/8' STEEL ANGLE THCEN TER BP ( 63'-6" MODULAR STORE in SECTIONS 3' ROOF DECK G�,.vressi9 o z° 24" X 48' X 1/2' GYPSUM CEILING PANELS k SUSPENDED GRID SYSTEM RESTROOM LIUNTINGTON ICE W1111E 4' X 4' X 1/4' # C-HI W /WHITE GROUT SHYER GREY 20 GA. METAL PANELS DAL 11LE #'2803 W /NATURAL GROUT / MATCHING CERAMIC COVE BASE S2S2 S2SMS2S2S2S2S2SS/S/2 2i 622 99 3000 PSI LIGHTWEIGHT CONCRETE OVER TYPE 'F' STEEL FLOOR DECKING TOS = 10' - 4 1/2' -- SEE SHT E5 FOR CONNECTION DEEMS C4 x 5.4 /2' GREEN- BOARD 1' 6' \4 GA. FLASHING DEC 3 01997 j /--18 GA. ZEE (TYP.) \\ -BASE REVEA1. ` S11T E4 FOR DARK GREY CONNECTION DETAILS q 4 "'k 3' x 1/4' OVER C7 9.8 ALUMINUM COMPOSITE MATERIAL �� COLOR - SILVER 20 GA. HATS HORIZONTAL E9 9 OF 18 cfrtnvinge and oil Inform- ot!on •hereotti of .a confidential i and:ronicdn the property of F Inc, (EMS), 1144ise:cir,;1.5prodtiction of these d'rptv Ings for ofirporpode, except by . 00tteri:,PenniesiOn , of Frey-Mope Strubtaree, nQ. W strictly prohibited. 20 PVC CONDUIT IN ATTIC 'FOR CASHIER COMPUTER CABLES. LOW VOLTAGE 3/40 PVC CONDUIT IN ATTIC SPACE FOR CAMERA IN CASHIER AREA ALL (4) CONDUITS STOPPED BEHIND WALL ALL (3) CONDUITS STOPPED 0 MOD. LINE 3/e. DONN TO or LOCK BOX 3 PVC CONDUIT IN ATTIC FOR PUMP & COMPUTER CABLES. LOW VOLTAGE GENERAL NOTES :7> 1'9 PVC CONDUIT IN ATTC FOR INTERCOM 0 OFFICE AND.CASHIER. LOW VOLTAGE A- • -- 2", AND 3* PVC TO UPLITY ROOM BY flilE STIJB OUT 111RU WALL AT 18 A.F.F. TOWARD INTERIOR Ji -24 A-7" A-7 BREAK FOR MODULE LINE ALL (4) CONDUITS ./ .1.1 it I- 7- 2-11 1/2' [ CASH A-2 REG r A NEON SIGNS A.F.F. 2'-'" C W C 26Ur HII H NG UN C T ONTACTOR 20 j B PANEL •Er SHUNT e-5. D-26 - D-13 1. SITE ELECTRICIAN IS RESPONSIBLE FOR MOUNTING CT, METER, AND MAKING FINAL ELECTRICAL CONNECTION OF SERVIC( TO BUILDING MAIN DISTRIBUTION PANEL (MDP). 2. SITE ELECTRICIAN TO MAKE PRIMARY GROUNDING TO BUILDING WATER PIPING AND DRIVEN ROD PER NEC 250-81(a). 3. EMT CONDUIT SHALL BE INSTALLED IN BUIWING, AS A COMPLETE SYSTEM AND BE SECURLY FASTENED IN PLACE TO :STUDS, OR BLOCKING AT LEAST EVERY 10 AND WITHIN 3-O OF EACH OUTLET BOX, OR J-BOX, OR FITTING. ..: 4. A SECONDARY GROUNDING IS SUPPLIED IN 1BUILPING BY GROUNDING BETWEEN INTERIOR WATER PIPE AND BUILDING, STEEP FRAME. 5. ..cs.' RESPONSIBLE FOR ALL ELECTRICAL WORK OUTSIDE OF THE BIOS.- TO INCLUDE POWER COMING IN & LIGHTING' CIRCUITS GOING PUT AT MDP. , . 6. ALL WIRING TO BE COPPER TYPE THHN OR THWN INSTALLED IN EMT CONDUIT PER THE NATIONAL ELECTRICAL CODE. ' NO POWER WIRING SMALLER THAN #12. 7. BUILDING CUSTOMER IS RESPONSIBLE FOR OBTAINING A FAULT CURRENT STUDY IF REQUIRED BY LOCAL AUTHORITIES. 8. ALL WIRING, FIXTURES, AND EQUIPMENT ARE U.I. LISTED OR LABELED. 9. INTERRUPTING RATING OF SERVICE EQUIPMENT IN .1i114 BUILDING IS 16.000 SITE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY AND DETERMINE AVAILABLE FAULT CURRENT. REMOTE MOUNTED MAIN SWITCH WIN CURRENT :UNITING FUSES SHALL BE PROVIDED AND INSTALLED IF NECESSARY TO LOWER FAULT CURRENT:TO COMPATIBLE LEVEL 10. ALL SWITCHES AND RECEPTACLES WILL BE 'LABELLED 00 FRIS ELECTICAL COMPACTOR. D-19 ' IS-0 12'-4 A / 0-14 5-17 14 1/2 A-3 I C R A E S G H . _ . 15.-t 16 1/2 16 1/4' D-2 0-23 DATE BY UHK REVISIONS . 20-5 fiL3o ELECTRICAL PLAN SCALE. 3/8" = 1-0" 24'-1C 0-25 T - • \ LOCATION OF OPENING IN BOTTOM OF CABINET 4 J-BOX W/ 1/2" CONDUIT THROUGH COOLER CEILING A-34,3638 COOLER CONDENS$ NEMA 3-R DISCONNECT ON RO1f A-19 WP GEC! ON ROOF R -ce,E„ 1)Lub • NricyKia.ritinft ELECTRICAL LEGEND EP, RAIN TIGHT, 1101255 POWER RATED DISCONNECT STMTCH, al JUNCTION BOX OR OUTLET BOX CONCEALED ABOVE CEILING ging i- LOCKING TYPE ISOI,TED GROUND EH NEMA 1 ENCLOSURE 5c DUPLEX 20A, 125V RECEPTACLE 5tOG DOUBLE DUPLEX 5:0 DUPLEX 15A, 125V ISOLATED GNI, RECEPTACLE 1.282 V WALL MOUNTED TELEPHONE OURET 0 ' NOTI R OIT THT T Z8Igi utP itt " T4ARs wp WEATHERPROOF A.F.F. ABOVE FINISHED FLOOR (i OF BOX) G.F.C.I. GROW, FAULT CIRCUIT INTERRUPTER TYPE OURET HEATING ELEMENT L RJ35X PHONE JACK (ABOVE CEILING) NOTE: ALL RECEPTACLES ARE TO BE 18" A.F.F. TO CENTER UNLESS NOTED OTHERWISE FREY—moss STRyciukEs, 801 Industrial Blvd. oss Conyers, 9,99rgla 3 , Phone; (770) 483-7543' • Fax; 70) 48, ' A- 39, 41 HVAC NBA 3-R DISCONNECT 42-3 1/2' ,2I T. 112 11'-5 4. Al2 + SIERS DETAIL C — IL REQ'D w/ LONG SWEEP ELBOW - BY E.C. CO CONDUIT OUT TO SITE A-30,32 WP (LUSH M11) J-BOX +48" A-31 Lp :1 _ 80' AIL (3) CONDUITS STOPPED HERE I ill SOUTHCENTER BP 34'77 63'-6" MODULAR STORE ILECTRICAL PLAN 7—) D-8,10.12 LOW TEMP FREE2EIT CONDENSER UNIT NEMA 3-41 DISCONNECT / ON ROOF DRAWN BY: .&(25 Anclne...tv DATE: 10-6-97 CHECKED BY: DATE: FIE - T-USER \ ELI SEE DEITA G : CO 8-30 1 '11 CFCI -17 T07" . • I T SEE 1)E1A11 C ETA "G" DEC 3 0 1997 C=3C1IFININII (1) 3/4 CDX PI MOOD TELEPHONE MOUTIRTIG BOARD 3'-0" X 3-0 BY ENE BOTTOM EDGE 44 40" F F FEMALE COUPLING I CONDUIT OUT TO SITE 1 AS REQ'D w/ LONG SWEEP ELBOW - BY E.C. DRAWING 1 -T3563L-97 EL1 10 OF 18 ELECTRICAL FIXTURE SCHEDULE MARK QTY. DESCRIPTION A 18 2' x 4' RECESSED T -GRID FLUORESCENT FIXTURE WITH (2) LAMPS, ENERGY SAVER B 3 - 2' x 4' RECESSED T -GRID FLUORESCENT FIXTURE WITH (2) LAMPS, ENERGY SAVER, EMERGENCY FEATURE © 2 APPLETON VAPOR LIGHT #VPX -1050G W/ LAMP AND LAMP GUARD 5 3 E T STRIPE U GHT W/ 2 -LAMP BALLAST #8 -1- AF - - WHIT 800 MA - 5 5 1 28 -6O1, ENERGY SAVING LAMPS E 1 WHITEWAY STRIPE UGHT W/O BALLAST #8- 1 -AF -1- 800 MA- 55109 -801, ENERGY SAVING LAMPS F 3 WHITEWAY STRIPE LIGHT W/ 1 -LAMP BALLAST #8 -1- AF -1 -800 MA -LB, ENERGY SAVING LAMPS © 2 LITHONIA LIGHTING EXIT SIGN #XSW -1REL W/ BATTERY_ BACK -UP AND CHARGER (COLOR - WHITE) H 2 BROAN EXHAUST FAN #689 3"0 & ROOF CAP, 110 CFM, WALL MO UNT, SEE M1 AND M2 0 1 50 WATT H.P.S. WALL PACK 0 1 10 TON AC, SEE M1 AND M2 e 1 COOLER CONDENSER UNIT, SEE M2 © 2 COOLER FAN COILS, SEE M1 OM 1 LOW TEMP. FREEZER CONDENSER, SEE M2 0 1 ICE MACHINE CONDENSER, SEE M2 O 1 20 GAL. WATER HEATER (ELECTRIC), MOUNT 60` A.F.F. O 1 30 GAL. WATER HEATER (ELECTRIC), MOUNT 6- A.F.F. ©* 3 • WHITEWAY STRIPE UGHT W/ 2-LAMP BALLAST #8 -1- AF -1 -800, MA- 55128 -801, ENERGY SAVING LAMPS WHITEWAY STRIPE UGH W/0 BALLAST #8- 1 -AF -1- 800 M- 55109 -B01, ENERGY SAVING LAMPS R 1 WHITEWAY STRIPE UGHT. W/ 1 -LAMP BALLAST # - 1 - AF- 1- 800..MA- LB,.ENERGY SAVING LAMPS O 3 1' x 4' RECESSED T -GRID FLUORESCENT FIXTURE WITH (1) LAMP, ENERGY SAVER TT 2 LITHONIA - CS-1-48 FLUSH MOUNTED TO SIDE OF VALANCE O 3 2 X 2 RECESSED T -GRID FLOURESCENT FIXTURE . w/2 LAMPS, ENERGY SAVER ELECTRICAL SWITCH SCHEDULE MARK CONNECTION Sl LIGHTS IN FRONT EMPLOYEE AREA S2 LIGHT IN CASHIER AREA S3 LIGHTS IN SALES AREA (FRONT); - 3 WAY '.. S4 LIGHTS IN SALES AREA (REAR) ,, S5 LIGHT IN OFFICE S6 LIGHTS IN COOLER AND COOLER DOORS - 3 WAY S7 LIGHTS IN UTIUTY ROOM SB LIGHT AND EXHAUST FAN IN RESTROOM(FRONT) S9 LIGHT AND EXHAUST, FAN IN IiETROOM (REAR) -- l COOLER COILS -. - . SOFFIT LIGHTS (FRONT) ,,. g ® SOFFIT UGHTS (REAR) S1 SALES . LIGHTING - EMERGENCY - DAYLIGHT ZONE ® SALES LIGHTING - EMERGENCY EIXTURES !o and all inform- fogy her ®on are :of a conf1denti01 Pe and remai t h e property of Fre Mgea Stru Inc. (FM p 'o r repr of thege; +1(aN#Age „ „for 0nytpyrpose, except by 1∎10n, permission' of Frey - t Struc Ino, Is atrIctly prohlblted. * — INDICATES OPTIONAL EQUIPMENT DATE 12 -18 -97 M.J. CHK "REVISIONS REIASED'REST ROOM. OPTIONAL J -BOX W/ PHOTO CELL ON ROOF. 51 (DA-25 C -21 3 TILES 0 2' -0 = 4 TILES 0 4' -0 = DISCONNECT SWITCH IL — 13 TILES 0 = . 52' - U P1 i1 CJ W C1 L1 t1 V C1 AC -I ROOF MID. co A -20 53 A -8 3 WAY I� - -I I. 1/4' A -20 ® (S9 A- 0 OPT. DISCONNECT SWITCH J BOX ON ROOF W/ PHOTO -CELL IMRE AHEAD. OF CONTACTOR, THEN THRU PHOTO -CELL. SZ” 1 R 0�2 1' - l/8' LIGHTING ELECTRICAL & CEILING PLAN SCALE: 3/8" = V-0 1 IS A HONEYWELL PROGRAMABLE THERMOSTAT MODEL #T3700 WITH REMOTE $ 'N SORS IN A RECTANGULAR AIR DUCT. THIS THERMOSTAT HAS 5' MINIMUM DEAD BAND, N , ,HT SET Be+CK AND AUTOMATIC SHUT -OFF CAPABILITIES PER TRANE CO.` FREY -MOSS STR =. CTURES 1801 Industrial Blvd Conyers, Georgia 30207 (770) 483 -7543 • Fox: (770) 483 -6037 oss Phone: ® 1 DRAWN BY: ,Brawn, At' danaoo� DATE: 10 -6 -97 SOUTHCENTER BP 34' -g" X 63' -6" MODULAR STORE CHECKED BY: LIGHTING ELECTRICAL PLAN DATE: OPTIONAL REAR SOFFIT LIGHTING I' -11 1/91 SCALE : 3 DRAWING 1 - T3563L -97 51 RECEPS. (FRONT SALES) OUTSIDE RECEPS. (LEFT SIDE) OUTSIDE RECEPS. (RIGHT SIDE) ROOF TOP RECEP COOLER 'FAN COILS COOLER DOOR HEATERS 12 20 1 12 20 1 12 20 1 12 20 1 12 20 1 12 20 1 12 20 1 12 20 1 12 20 1 12 20 2 12 2 12 20 1 12 20 1 4334 37 4 300 1 15 12 6 840 1 20 12 8 840 1 20 12 10 1116 1 20 12 12 792 1 20 12 14 435 1 20 12 16 1250 1 20 12 18 1300 1 20 12 20 900 1 20 12 22 500 1 20 12 24 250 1 20 12 26 1014 1 20 12 28 540 1 20 12 30 1800 2 20 10 / 12 34 3100 3 30 10 36 3100 3 10 38 3100 3 10 REVISIONS SRS COMPUTER SYSTEM SALES LIGHTING SALES LIGHTING NEON STRIP NEON STRIP NEON STRIP NEON STRIP NEON STRIP UTIL /RR /OFFICE LTS.,FANS.,ETC EXIT SIGN SECURITY LIGHT COOLER DOOR LIGHTS RECEPS. (RIGHT SALES) ROOF MIS. COOLER CONDENSER ROOF MED. COOLER CONDENSER ROOF MID. COOLER CONDENSER SPACE SPACE SERVE DISPENSER LIGHTS GAUGE SLUSH MACHINE HOT CHOCOLATE MICROWAVE COFFEE MAKER COFFEE MAKER POST MIX HOT BAR CONV. OUTLETS CONV. OUTLETS SPACE 12 20 12 20 12 20 12 20 2 20 SCALE: N.T.S. = / 10 LOW -TMP FREEZR & CONDENSR 20 12 PIZZA SERVER 25 12 .WRAPPER 20 12 ICE CREAM MERCHANDISER 20 12 SANDWICH MERCHANDISER SPACE 20 12 BUN WARMER 20 12 COFFEE GRINDER 20 12 POPCORN MAKER LIGHTING CONTACTOR FREEZR & CONDENSR FREEZR & CONDENSR SPACE PANEL BOARD S SCHEDULE "A LOAD WRE TRIP N0. SIZE AMPS POLE* CONSOLE /CASH REGSTER RECEP. SAFE RECEP RITE UTES & CASHIER RECEPS. (LEFT SALES) RECEPTACLES SECURITY SYSTEM FLOOR, RECEPS. SPACE SALES LIGHTING WELL WATER OR WASTE PUMP WELL WATER OR WASTE AC- 1' -10 TON AC -1 -'10 TON 46,587 W CONNECTED LOAD LOAD 12 12 12 1)C -1 - - 10 TON 4 20 15 20 DEMAND LOADS "MAIN SERVICE" -- .' Y'A• 16,225 W 0'"8 14,983 W 0 •C• 15,379.W WIRE SIZE 3 3 PANEL BOARD SCHEDULE "8" WATTS 600 200 480 4334 TRIP NO. WATTS AMPS POLES REGULAR PUMP (1 1/2 hp) REGULAR PUMP (1 1/2 hp) SPACE SPACE , .SPACE, DISPENSER POWER (7,9,11) PLUS PUMP (1 1/2 hp) 'PLUS' PUMP (1 1/2 hp) SPACE SPATE SPACE WELCOME SIGN LIGHTING sPAcE S PAOZ: 4. NC1i 0U1R*T (800x) SOFFR 115 (WAR) 1M#I OtOPUT 030#1), WIT ITS (IRONY BAC401T SPREADER (4 OISP °/6 LAMPS EA) 10 14 10 10 12 12 12, 12 12 25 15 25 15 20 1 20 20 2 0:: 20` 1260 1260 1800 1260 1260. 100 1600 500 660 770 1440 5 13 ,151 17 19 '21 23 '25• DISPENSER POWER (1,3,5) 14 15 1 1800 SPACE" SPACE!: 0 `x:.:7;780 W 1'• 8,158 W 5,08o vi • 4 21,0188 CONNECTED LOAD Tlieee drawings and all inform, atlan_ hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc, (P6:). 69)1 808 or reproduction of these drpwIegs,for any purpose, except by wrltten Frey -Moss' Strictures, inc,! Is strictly prohibited. tt • N 29 29 3 - • 27. CIR. NO 3 5 41 PHASE A I B I C LIGHTING ....... 10,417 W x 1.25 = HVAC /CONDENSER ,,...,, 22,302 W x 1.25 = EQUIP 7,798 W x 1.25 = RECEPTACLES ............ 6,070 W x 1.25 = CIR. PHASE A 1 B. 1 C PHASE Al 1C TOTAL CONNECTED LOAD = 46.6 KW CIR, WATTS N0. TRIP WARE NO. POLES AMPS SIZE 120/208V, ,30.4 -W, 100 A M.L.O. TOTAL CONNECTE LOAD = 23.2 KW CI PO 14 16 18 20 22 24 26 28 30 2 4 10 12 32 40 42 2 4 8 10 12 14• 16• 18• 20 • 22 24 28 286 30 2 400 1800 WATTS 1200 1260 2 1260 2000 20 1800 1260 1260 800 480 200 2000 1600 1600 13,021 W 27,877 W 9,748 W 7,588 W = 58,234 W POLES 2 , 2 LIGHTING ......... 18866. W x .25 =. .21,083 W SIGNAGE . 4,152 6 x .25 = 5,190 W. = 26,273 W TRIP AMPS 15 25 20 15 15 25 15 15 15 20 WATTS N0. TRIP POLES AMPS 20' 20 20 WIRE SIZE 14 10 10 12 12 14 12 12 12 12 12 10 12 SPACE SPACE 1440 W x .25 = 1,800 W 10,080 W x .25 = 12,600 W I 11720'W x 1.25 = 14,650 W = 29,050 W 120/208V, 30 k-W, 150,A M.L.O. TOTAL CONNECTED LOAD = 21 KW *SIRE SIZE 2 12 1600 1 20 12 620 1 20 12 910 1 20 12 1440 1 20 12 1056 1 20 12 1800 1 20 12 100 1 15 12 2122 1 25 10. LOAD EPOS PRINTER RECEPS. AIR COMPRESSOR (OUTSIDE) AIR COMPRESSOR (OUTSIDE) LOAD DISPENSER POWER (2 4,6) SUPER PUMP (1 1/2 hp) SUPER PUMP (1 1/2 hp) SPACE 30 GAL WATER HEATER W1 SHUNT 1870 CONTROL PAREL DISPENSER .POWER "'(8,10,12) DIESEL PUMP (1 1/2 hp) DIESEL PUMP. (1 1/2 hp) SPACE SPACE ELE. INTERFACE 80X (SITE CONTROLLER) SELF TANK 20 GAL. WATER HEATER #2 CANOPY 0066 LIGHTS (4 -400 -SRN) CANOPY DOWN LIGH15 (4-4008 -9577) SPACE SPACE YARD UGHTWG (4- 4009 -SNIT . MAX.) HIGH RISE CANOPY PRICE SIGN NORMAL ID /PRICE SIGN BACKLIT SPREADER (4 DISP.' /,6 LAMPS EA.) FASCIA BANDLETTER FASCIA'BANDLETTER LIGH1I140 CONTACTOR CONTROL POWER HIGH RISE ID SIGN. SPACE 58,234 W _ 161.3 A 208 x 26,273 W = 73 A 208 x J SLUSH MACHINE DAIRY SPACE SPACE PANEL BOARD SCHEDULE "D LOAD 0 'A' 14,690 W 0 '9' 14,615 W 0 C 12,620 W 41,925 W CONNECTED TOAD WIRE TRIP SIZE AMPS 8 40 N0 . POLES 2 HIGH RISE CANOPY PRICE YARD LIGHTS WELCOME 958 LIGHT YARD LIGHTS WATTS 3640 FASCIA BARMIER BACKLIT SPREADER BACKUT RISE ID 918 GN HIGH 6SE ID 5GN NORMAL PRICE ID. SIGN CI PHASE A)8)C 0C 16 TO C -13 TO C-15 TO C -14 TO C -24 TO C -25 TO C-20 TO C -28 TO C -30 TO C -I8 120/208V. 30 7T-01. 150 A 61.0. TOTAL CONNECTED LOAD = 41.9 KW CIR. 9 0. TRIP WIRE N0. WATTS POLES AMPS SIZE LOAD 4 • 1775 1000 52,406 W 20 20 20 20 EQUIP 29,665 W x 1.0 x 1.25 = 37,081 W KIT. EQUIP ............ 12,260 W x 1.25 = 15,325 W CONDUIT &. CONDUCTORS_ ` TO 00815 ROOM BY FMS. 12 12 12 12 TO CARWASH SHUNT TRIP TO DP -30 TO CARWASH LIGHTING CONTACTOR CANOPY DOWN LIGHTS CANOPY DOWN GH u Ts CANOPY D0MR4 LIGHTS CANOPY DOWN LIGHTS FLAG POLE LIGHTS FASCIA BAND LETTER TO SUPPORT 8105 LOAD CENTER':DP28 TO CAR W404 10*D CENTER SLICER ICED TEA MAKER HOT DOG MACHINE LOW -TMP LOW -TMP SANDWICH MERCH 8 -12 TO C -26 .0 STORE LIGHTING CONTACTOR TO , 406 W 208 52 x f NDISgR 1'45.6 A TO PANEL B't:SHUNT TRIP CONTROL & SHUTDOWN CONNECTION DIAGRAM SCALE: N.T.S. = 1 -0" 0 0--TO. 6 0 o-TO 0 -8 o R - 10 0 o-TO R-12 0 0-T0 0 -27 0 0 -TO" 22 0 0- -TO •GHTING'. CONTACTOR 0 SUPPORT: BLDG.- 0 o-T! ' r 1140 CONTACTOR ££ 0 "K CARWASH FREY -MOSS STRUCTURES 1801 Industrial Blvd, Conyers, Georgia 30307 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 T LIGHTS.(REAR) 001' DOWIf LIGHTS `!q' - 40PY. DOWN LIGHTS OANOPY 0084 LIGHTS P f{OPY 0004 LIGHTS CANOPY:OOWN UGN1S '9fr40PY DOMN LIGHTS O'()t{OPY: DOYA{ LIGHTS OPY 056N LIGHTS T UGHT8 (FRONT) SWITCH IN STORE 0 o-TO C -21 o o-TO C -1 0 o-TO C -3 0 -T0 C -5 0 o-55 C -7 0 0-TO C -9 0-T0 C -11' 0 0-T0 C -2 0 0-TO C -4 o-TO C -23 TO NEUTRAL IN PANEL 'C" TO C 26 SOUTHCENTER BP 34' -9 X 63' -6 MODULAR STORE ELECTRICAL PANELS MARK O O 10 11 12 13 DRAWN BY: Ancluwm DATE: 10-6-97 CHECKED BY: DATE: Ei1E - 9- 1680,51 vATER AL SCHEJUL DESCRIPTION MAIN DISTRIBUTION PANEL - SQUARE ° D ° CATALOG # 11011452 -6; 600 A1AP MAIN LUGS ONLY 11 L. LISTED AND LA43EIED SIIITABIE FOR USE AS SERVICE EQUIPMENT. WHEN NO MORE #IAN 6 DISCDN14EC11NG MEANS ARE PROVIDED. INSTAI L 3 .1OS1-75 MODEL )1250 -32 SURGE ARRESTORS AND SUB-FEED BREAKERS AND CONDUCTORS AS 5N0W17 ON PINTS- PANEL "A' - SQUARE `0' CATALOG 4004327.200, 200 AMP MA1N LAGS 0111.Y. PANEL '8` - SQUARE 'D" CATALOG #00430E100; 100 AMP MAIN LUGS ONLY,),- PANEL 'C' - SQUARE '0' 44ALOG 100430.150; 150 AMP MAIN LUGS 91LY. PANEL "D' - SQUARE '0" CATALOG 00442E10Q 100 AMP MARILIIGS ONLY. (OPTIONAL 225A MAIN BREAKER) OPEN PUMP CONTR07. RELAYS- DRESSER -WAYNE MODEL #4R DISPENSER DISCONNECTS -POINT EIGHT POWER MODEL # 05 -6 1101104/ CONTACTOR - SQUARE "D' CATALOG 48903 TYPE WZ939FA853 W/ 2 -8 POLE CONTACTORS & 1 -10 POLE CONTACTOR CONIACTOR CONTR01. BOX - ALIEN BRADLEY MODEL 540- 800T -3TZ W/ KNOCKOUT PLUG 400- 800T -NI INSIALIEDIN CARWASII SHUTDOWN WITCH 00510011. INSTALL Al FRONT CASIIIER COUNTER -SEE PLAN. ISLAND EMERGENCY 01111100YM. SWATCH - 011114 6400110 MODEL #AR- 8001 -D6Q4 W/ EXTENDED GUARD 1)0)1RN0 CONTACTOR CONTROL SLMTGI - AILEN RRAOIEY MODEL #AB- 800E -112A W/ ON /OFF LABEI. CARWASH EMERGENCY SHUTDOWN SWATCH - ALLEN BRADLEY MODEL 0R- 8O0T -D6D4 W/ EXTENDED GUARD E.C. CO MAIN SERVICE (400A', MAXIMUM) MPD CABIING 0 MAIN SERVICE (400A MAXIMUM) 12 MPD CABLING O ROLLOVER CARWASH POWER 10 MPD CABIR1C 40710VER CARWASH I CONTR9 14 MPD CABLING O ROLLOVER CARWASH SIGNAL ) 5 MPD CABLING O SUPPORT BUILDING POWER. 0 MPD' CABLING WATER /WASTE PUMP LIFT 17 MPD CABLING PUMP POWER (SUPER) 18 605 CABLING O PUMP. POWER (PLUS). 0 18114058 WRING O PUMP POWER (REGULAR) 9b INTERCOM.3MRR)G. 1 Q PUMP POWER (DIESEL) 20 TANK GUAGE \DU. T SCHEDUL SCALE : 3 01 DRAWING` L- T3653L -97 SUPPLIER FME FME FME FME TANK GUAGE TANK WAGE 0 CANOPY DOWN LIGHTS 0 NEON STRIPS 0 FLAG POLE LIGHTING YARD LIGH15 26 NOTES: [HELD NO1E! 1. CONDUCTOR AMPACITYIS WM ON 75' AMBIENT TEMPERATURE. MINIMUM 5171 SHOWT. EC, SHALL CALCULATE VOITAGE DROP. AND MAKE ADJUSDIENTS TO SIZE AS NECESSARY, 2. RIE SHALL WIRE LINE SIDE & LOAD SIDE OF WHIM CONTACTOR FOR BUILDING SOFFIT UGHTS. FRE SHALL ONLY WREIINE SIDE OF . 1.101111145 CONTACTOR FOR ALI OTHER CIRCUITS, AIL 011IERS BY E.C, 3. LIGHTING CONTACTOR WRING DIAGRAM SHOWS 1,1061111,4111,1 REQUIREMENTS,- 4. WIEN ETTORE COUNTER PUMP CONTROLLER IS USED IN IJEU OF ETECTRONIC INTERFACE BOX, E.C. MUST PRE-WiRE DIE CASH REGIS1ER RECEPT CLES ON,CIRCUITS 0-1 AND 0-2 TO CIRCUIT 8-24. 5 f1,4E SHALL INSTALL LOCKOUTS FOR CIRCUITS A-22, 0-24, A-26, A-284 CATALOG #Q01L FOR DOUBLE POIE BREAKERS INSTALLER C2 :) NORMAL ID/PRICE SIGN UTG (9 HIGH RISE ID SIGN LIGHTING TELEPHONE INCOMING WRING E.C. - ELECTRICAL CONTRACTOR T-15BT EL3 12 OF 18 3/4' CONDUIT TO J -130XJ ABOVE CEILING CAMERA IN SALES AREA These drawinga and all Inform- ation hereon are of a confidential nature and remain the property of Frey =Moss Structures, Inc. (FMS). or reproduction of these drawings for any purpose, except by Written permission of Frey -Moss Structures, Inc. Is strictly prohibited. TELEPHONE CO. TERMINALS BY G.C. I FIELD NOTE I ADT MONITOR W ADT J.00K BOX': 2° -8• DISPENSER INTERFACE OR SITE CONTROLLER I FIELD NOTE DATA DISTR. BOX BY G.C. l ' - 7" 3' -3 FMS TO PROVIDE J -ROX W/ RJ38X PHONE JACK ABOVE CEIUNG 8 -24 I FIELD NOTE TANK GAUGE BY G.C. I FIELD NOTE I ELEVATION SCALE: • 3/4" = 1' -0" 0 0 A -20 DATA 0100818. BOX BY G.C. a a 21 6 . 9 65 2©04 fi' -0 BLOCKOUT 1/2' CONDUIT A -13 B -28 ELEVATION 14' 8' x 8 -90' 8" x 8 ° -90' SGY}LE: 3/4" 1'-O" TELEPHONE JACK FOR G.C. 9 8" x 8" x 48' WIREWAY 2 . �. 2 . PANEL • C' 1508 30 00 M.LO SRS COMPUTER CABINET A -4 0 0 12" PANEL '8' 1000 30 CKT M.LO. 0 PANEL 'D" 150 A 30 CKT M.L.O. 2' 2 8' x 8' x 48' YJREWAY 8' x 8' -90' PANEL 'A 200 A 42 CKT M.L0 29 1/2 14' 8' x 8 " -90' 2' - BL0CK0UT FOR 0.1.1.E. 14• NOTE: CONFORM TO NEC 110.16(A) ALI(NMENT SIDEVIEW FREY -MOSS STRICTURES 1801 Industrial Blvd, Conyers, Georgia 39207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 OSS INSIDE WALL UNE 14' 14' 8' x 8" -90' 3' x 8' 6' 8 "x8 "x6'- GROUNDING ELECTRODE CONDUCTOR 1- /.3 /0.CU.CONNECT TO METAL FRAME OF BUILDING, METAL UNDER - GROUND WATER PIPES -J:- DRIVEN -ROD PER N.E.C. ARTICLE 250. (80 EC) 8 " -T ' 8 " -T 8' x 8' 18' YAREWAY BY 061E ELEVATION SCALE: 3/4" = 1' -0" SQUARE "Jr HCN I -LINE 600A 8.LO. OR EQUAL PNL A 200 A PNL 8 1008 PNL C 150A PUMP CONTROL RELAYS 0 SOU TH CEN TER BP 34'-9 X 63' -6" MODULAR STORE ELECTRICAL DETAILS 8' x 8' x 36' VAREWAY BY FILE LIGHTING CONTACTOR DISPENSER DISCONNECT SWITCHES 8 (BLOCKOUT) T. _.0' PNL D 150 A C/W 200 A PNL A 200 A 3' EMT CONDUIT PNL 0_1 A PNL B C/Y! 100 A 200 A PNL C 150 A '8.0.0.' 1 PANEL 'C' LIGHTING 150A 30 CKT M.L0 0 PANEL '5' APPLIANCE 150 A 30 CKT M.L0 DRAWN BY: k DATE: 11-1 CHECKED BY: DATE: I F11E — T— 4 1- r - NAL , co 4 -O 3/0 CU IBM IN 2'e CONDUIT PANEL . "B' PUMPS 100 A 30 CKT, 9:LO 0 1 _30) C, T,6'3 PANEL 'A' HVAC 200 A 42 CKT M.L.0 0 ,"..LLED °.ERNC0 ENTRANCE CONDUCTORS. 2 - SETS - OF4 - r 350 kcm0 THWN IN 3'0 R.M.C. (BY EC) 14TH 1T 111W COPPER 801113 SERVICE ENTRANCE ONE —LINE DIAGRAM SCALE: N.T.S.' = 1' -0" 4 -) 3/0 CU HEWN IN 2'e CONDUIT E - 3l U T4 4 51 -� 3/0 CU TIiWN IN 2'0 CONDUIT 81087, DEC 3 01997 ss 'oos 0 0 19T6� `( s'9rONAL 2t T1tu1 CU OIYRI - IN 2'e CONDUIT G"Y7 PANEL 'A' 200 A TYPE '02' BREAKER W/ 4 -1 3/0 AWG CU FEEDER CONDUCTORS PANEL "E' 100 A TYPE 'KA' 86081<ER W/ 4 -/ 3 AWG CO FEEDER CONDUCTORS AND SHUNT TRIP PANEL 'C' 150 A TYPE '02' BREAKER W/ 4 - -1 3/0 AWG CU FEEDER CONDUCTORS PANEL '31' 150 A TYPE '02' BREAKER W/ 4 -j' 3/0 AWG CU FEEDER CONDUCTORS CARWASIT 200 A TYPE '02' BREAKER W/ 4_y 3/0 085 C11 FEEDER CONDUCTORS 1XL.CP JOB 1 T -159T art Of TUKWILA MAR PER14410 CENTER SCALE 3/4" = i' -0 DRAWING', 1 - T3563L -97 303' EL4 13 OF 18 OOR TO TRAP'. PRIMER SUPPLY AT HAND LAVATORY FLOOR DRAIN iir 3 0 DRAIN FLOOR DRAIN DETAIL 1 1/2', PVC - SLEEK OCNT ■ 1 3 1 • ■ • 0 O ,-2 "0 VENT r FLOW CONTROL a � F CLEANOUT LOOR 4 "0 ---` 3" T)RAIN 1/2' HW & CW STUB -UPS 3 "0 1 FLOOR CLEANOUT • 3 „ 0 6 " -10' _ F T TO SANITARY SEWER FLOOR SINK 3 "0 S.S. GC CONNECTION (TYP.) 1 1/4" WATER h SERVICE GRATE 1 /2 "HW &CW 2 "0 VE NT 3 "0 SEE DETAIL "F 1 3 /4 "H &C W 'These drawings and all inform - Uonthereon are of a confidential 3tur remain the property of ey±Moss Structures, Inc. (FMS). y , use or reproduction of these 1WWRgs for any. purpose, except by. [tent permission of Frey -Moss ictures, Inc, M striotly prohibited. 2 "0 VENT SEE DETAIL "J" 2 "0 FLOW CONTROL VENT TO ATMOSPHERE 2 "0 VENT - SEE DETAIL "F" 1/2" H & CW - -0 ll . 4'0 SEE DETAIL ° E" 1 ETA I SEE D TAL GRADE CLEANOUT BY GC (TYP.) 3'0 P -TRAP 3 "0 S.S. TRAP PRIMER DETAIL I-2' FT'106-F-5 FLOOR DRAIN IN RESTROOMS � Jf 7 1 CONCRETE FLOOR L 3 -COMP SINK FINISFIED FLOOR £z - -1 FLOW CONTROL VENT- 2'0 VENT -- - - 1: "0 VENT IN WALL 11"-6 1/2" d A -Ol 714: r G.C. CONNECTION -40 LB. GREASE TRAP SINK 10 GREASE TRAP DETAIL 6" 6" CHASE THRU WAIL FOR SYRUP LINES @ 12" AFF 12' -11 /2" it-- OU TODE 1 I r a000 IJNE I I FLOW 4 I CONTROL P -TRAP 1 e `LY. 2 "0 VENT DATE 12- 29 -97. 11 -24-97 BY. M.J CHK REVISIONS 2, REVISED PLUMBING;' IN REST ROOlI. 1. REVISED PIPE AT 11' -7 0 3 "0 HD 2 "0 VENTS 4 "0 BAR SINK C e VIN' = N To N MWt IATEfA L w 4'0 TO S.S. \ �iHIS UNIT MUST BE PROVIDED WITH A WATTS 9BD OR EQUAL BACKFLOW PREVENTOR - APPROVED IN THE STATE OF WASHINGTON (BY OWNER) 1/2" CW- srue up COfFEE Dc11-00 G.C. FIELD CONNECTION (TYP) 30 GALLON P- -6 WATER HEATER W 6" AFF SEE DETAIL #1 14' -9 " ` I 16' -6 1/2 VENT L 3 "0 WASTE RISER DETAIL `1/2" CW STUB -UPS 1 W.C. O CONCRETE FLOOR 3 "0 HD 17' - 8 1/2" 2 "0 VENT SEE DETAIL "F" 2 "0 VENT 23' -0 DATE BY CHK REVISIONS -- LOCATION OF OPENING IN BOTTOM OF CABINET - 3 �- DETAIL "E" 26 PIPE HANGER DETAIL / ___---FACE OF COOLER WALL r 3/4' SCH. 40 GAS PIPE THRU SLEEVE IN WALL AT 36" AFF - STRAP TO WALL 3 "O HD OSS T= 3/4T CONDENSATE- LINE F OM COOLER EVAPO ATOR. \ 4 ", 3" OR 2 O'RVC.SS OR G.T. SEE NOTE'3. BY F.M.P. 3 "0 S.S BY G.C. SEE NOTE 4. GATE VALVE,:. i/2 "0 COPPER TEE FOR DROP CEILING. _. 3/4" PDF -OFF RUN TO OFSIDE 6' A.F.F. T WATER HEATER P1 f . STAND t o Ey. oF FINISH WATER HEATER DETAIL #2 3/4" 01 SCH. 40 GAS PIPE FREY -MOSS STRUCTURES 1801 Industrial Blvd, Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770), 483-6037 UP THRU PITCH POCKET TO ROOF - PLUMBING PLAN SCALE: 3/8" = 1' -0 "" BUILDING PROFILE = J MARK P- P -2 FINISH FLOOR FUTURE EXPANSION TANK DROP CEILING J 3/4" POP-OFF UNE RUN TO OUT0DE6' A.F.F. WATER HEATER DETAIL #1 1 X 1/2" HW & CWT 1n SEE DETAIL "E" GRADE CLEANOUT--/ BY CC (TYP.) P -3 P -4 P -5 P -6 7 P -9 P -10 QTY. 1 1 LIT i. 1/2" I HW & CW-1 , jl5" I Lp 2 "0 VENT P -10 2 "0 VENT -, t, 1 3- COOLER EVAPORATOR 20 GALLON - WATER HEATER @ 60" AFF SEE DETAIL #2 1 I/4 "0 STUB -LIP THRU FLOOR FOR G.C. WATER coNNECTIOTJ SEE DETAIL 'B" 3 "0 - 2 2 "0 VENT SEE DETAIL "F" + 8' -162" 4' -3" DESCRIPTION WAIER LOSEC KOWR iK 3544E13 GB 1 w/ BfMS <II �IP)II ERa"r SFA IX 11 lpi - 1 1RO L1E ea [/ F Vaitl aRI RaaP a1rsxF s Tn EpHSER o R mu) GREASE NIERCEPTOR,S41111 8100 $E]0ES, 40 LB CAPACITY HAND SW, 140.1 27538 - (13 • c 131 w/ K -BOAT MEET SET. COO - MITE (OR EQUAL) BAR SKK, -POLAR STAINLESS S'IED_ HACSNK 4115SI0 W/ 4' IE1ER HANDLE COWED( FAUCET SET, 1/011NTWG MACK ET, AND DRAW ma (Oft MA) 3 WW. SKK, IEA14 MASTERS; NSF or ova, w/ FAUCET SET AM WII■E. ORAN BOA (I• NUN) F OPSIN 1W1- l -PLACE W HOT d 1010 WA1EA FAUCET SET, 3'0 NAP k tt�AW AND CRAZE STRAINER (OuoiW) WATER IEAls5 30 CAL 1600180 - REED 08VI0$ (0E N01E -14) E1xHART FRE2E -PROOF H06E BIB PC w/ NSOE (144 00 Vu1f AAD VApAN BAE,II�A (at EQUAL) WATER HEATER, 20 CAL ELECTRIC - RIEE14 A81VP20S (SEE ND1E -14) ' SOUTHCENTER BP 34' -9" X 63' MODULAR STORE PLUMBING PLAN 3"0 t, ■ - 1 3- ".3 "0 FLOOR DRAIN 2 "0 VENT I� 1/2" CW, FXT HOSE BIB 24" A.F.F. \-3%4 LE r P 9 "E"T CW -' �, l DETAII "E I - _ o I - YI is. `2 "0 VENT -3"0 ED W/ 2 "0 VENT TRAP PRIMRI' !I 3 -3 I/O" -3 "0 FD W/ TRAP PRIMER; P-� VENT 3 "0 l S !1 --WC j j . .1 3/4" CW. "..-3 "0 VENT PLUMBING SCHEDULE "e3 1/2" CW 0 B ".AFF AND 3" DRAIN 1/2' HW & CW 0 12" AFF AND 1 1/4" DRA SEE NOTE 7 3'0 INLET AND 3'0 OUTLET, W/ FLOW CONTROL 1/2' HW & CW 0 22" AFF AND 1 1/4' DRAIN I/2" 11W & CW 511/0 -0P 0 22 AND 1 T /2` DRAIN 3/4" VW & CW 0 22" AFF AND 1 1/2' DRAIN TO FLOOR SINK I/2" HW & CW 0 24" AFF AND 3" DRAIN 1" CR, 3/4' POP -OFF RELIEF DRAIN TO HUB DRAIN 1/2' CW TO FROST-PROOF HOSE BIB 3/4' CW, 3/4" POP -OFT RELIEF DRAIN TO 3 FLOOR DRAIN DRAWN BY: 4•010 .... DATE: 11 -19 -97 CHECKED BY: DATE: FYE - T- 168T\P1 / / FMP FMP OWNER FMP FMP/ FMS FMP FMP FMP FMP IMP OWNER 3` OR 4 "• PVC S.S BY F M P. OR G. F SEE NOIE 3 40 BUILDING DRAIN ROSI -PROOF ' >; 1 1/4" THREADED FITTING - ' --- -- BY FMP FOR CW SERV1(:E I I DETAIL "f " WATER SERVICE -- - - UNDERGROUND TO UTILITY ROOM BY G.C. I'- 1 1/2' - GENERAL NOTES: 'VETII DRAWING T35631. -97. 2 ", 3" ON 4 "• S.S OR G.1 HY G_C. SEE NOTE 4 6" WATER SERVICE I UNDERGROUND 0Y G.C. DETAIL "B" - 1 1/4" FEM IIIREADED FITTING BY FMP FOR CW SERVICE 1 1/2" 03 __._I Y' I II II I I I I L_ 1/1/4' WATER SERVICE IN DETAIL "D" I. ALL PLUMBING TO DE PER APPIICABIE PLUMPING CODE, (SEE SHEET A -1) 2. % EREICE PIPING. .IEET P2 FOR WASTE RISERS T AND GOLD WATER RISERS,AND CAS 3. REFERENCE TII15 SHEET MITI Ft • P2. AIL. PLUMBING VENTS TO BE REVENIED AND POSTIONED AS NECESSARY TO MAINTAIN.10' -0' CIEAgAIICE BEIWEENVEN1 AND HAKE UP AIR. 5. VERRCAE SUPPON 11RE0 ON 1 I /2 0R LARGER COPPER TUBING EVERY IO' -0' ANO 1 I/� IS ANO EVRY ' 4' -0' NORI2ONTAL SUOPO" TS REWIRED ON 2' OR LARGER COPPER RIBINC EVERY 10' -0' AND 1'I / 2' AND SAIALER EVERY b' -0'. ' -�- 7- VF3I TICAL SUPRTS OUInEU 0 0 OR ARGC SCII. 40 EVERY 10' -0 AN PO D 1 1/'1' AN SNALI Efl EVERY L 4' -0ER PV' B. H ORIZONTAL 0 SUPPORTS RE I S REQUIRED ON ALL 5 ZE OF PVC SCH. 10 EVERY 0 VERTICAL SUPPORTS REWIRED ON AIL SIZES OF GAS PIPING AT EACH STORY SUPPLIER INSTALLER on to 0 10. HORIZ ONTAL SUPPORTS HE99UIRES ON 1/2' CAS EVERY 6' -0', 3/4', FMP FMP ' EVERY 8' -0', 1 1/4 o EVERY 10' -0'. 11 ADD INSULATION TO HW LINE • P -TRAP O SINKS • LAVATORIES WITH EXPOSED PIPING. FM WITH P FMP 12. ALL FLOOR DRAINS TO HAW 4' DEEP SEAL: TRAP. 1]: ALL NT IHRU.ROOF SHALL B OF 3' • TO PREVENT FROST aow RE. 12' aEi.ow ROOF ro 1r E A A Roof. 14. AIL P -TRAPS FOR EWIP4ENT.IIISIOE THE BOLDING BY FNP. 5. ALL P-TRAPS Tt WOOL[ 0 11 AN SINKS UNDER BUILDING ARE PVC AID SUPP ANp INSTALI EO F BY fA/P 18. ALL SANITARY WER NNECTIONS T O 5 I INDICAIEO ARE PVC Ofl'. rlt' PEW LOCAL CODE SE AND AR SUPPLIED ANp INSTALLED 'BY'GC I:' 17, ALL WATER LINES TO BE COPPER AND U. WASTE PIPING ro BE 46C. FMP 18. PR0000 NESSARY ANCHORING ID OR STIIAPPI00 FO WAIER NEATER TO RESST HOR MOVEMENT A DU0 1' 044.0 AA R FMP/ -. T11f1 T 11.1:; FMS HELD NOTES: FMP 1 BUILDING CUST T0 . p II M PSTER F°°"'1 SITE PLA rAl LOCA TION Of. 5E ' T! II AND WATER M AINS, P ANp 6}pgM pRANS w1H PLUMepID'nE INS TO BUILDING SEWER SYSTEM. SIZE CONTRACTOR TO SUPPLY AND INSTALL ALL PWMBING REG'0 Ofl SIT AND MARE nEl➢ JOI CONNECTIONS TU BUILpING AT LOCATION$ 91pWtN 011 �] 19(I 3. DR AINA GE AN p VENT SYSTEM 91AL1. dE TESTED will 10' 0640 OF WAT DE J 3 O 'JJ� A FTER BLi101NG INSTALLA WATER SUPPLY SYSTEM 91A14 8E 1STEp wR1 NOi LESS R1AN Z7 P9 3/4" COWOERSVTE DRAIN LINE TO 3 FIIIB W ORKING PRES9/AE BOTH IN 51100 A N0 ON 6110. DRAIN LOCATED OUTSIDE COOLER' W /2' MR 0 10 FM P FMP 5, 9 CO N 16 RESPW9dlE FOR SITE CREASE TRAP IF APPLICABLE P1 14 OF 18 GAS SUPPLY SCHEDULE AC -1 10 TON. 205,000 BTU TOTAL 205,000 BTU TO SANITARY / SEWER These drawings and all inform- ation hereon are of a confiidentlal nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these: drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. L \ SCALE: NONE _ . 1' -0" STUB OUT REAR WALL 36' AFF FOR FINAL CONNECTION TO METER BY G.0 \ 2'0 3/4' SCHED. 40 BLACK 'IRON PIPE IN ATTIC ABOVE COOLER DRAIN, WASTE & VENT P -4, HAND SNK 3/4' SCNED. 40 BLACK IRON PIPE �' YDOYN INSIDE EMPLOYEE STUB OUT AT AREA- c ! ALL - 36' AFF OPED IENGIH Pc U" - 1 3 13 Eli Mil IIIMET ® ®® ® ®® DATE 11 -24 -97 AS 1.'EDDED 2 REVISED ,DRAINAGE LAYOUT IN REST ROOM NOTES ON DRAIN. WASTE & VENT DIAGRAM. 3 "0 VTR 7 11 � P -6 3- COMP. SINK MANIFOLD I 2•m VENT t)e c711 -F—fs'1D 4(MfNcS �c 711(C) ATE VALVE NION / VENT I I \ 3" 2 VENT FLOW CON fR01.- FLODA VENT THRU ROOF AND PITCH POCKET HD CONNECTION BY CC (TYP.) 1/2' CONNECTION 3 "0 VTR CONDENSATE DRAIN = i NNE TO HUB ORA1N VAR GAP "& TRAP. �- 2'0 VEJil 3'0 HD - FLOW CONTROL VENT TO ATMOSPHERE ONLY 2'0 VENT V(R T \ 2'0 \ 2'0 VENT / VENT I � D oFFSt I I c D 3'0 DRAIN AT MOP SINK DATE BY CHK REVISIONS 3'0 HD I?1i� lJ -oFes^ WE\(-- M „� . Te v� PrJ Jac � oz'Ij - -P -S, BAR SINK W/ DIRECT WASTE GAS RISER DIAGRAM t*dC WEN01x 6\ SCALE: NONE = 1' -0" TpAS t �1T n ` Gµpc. 1 J OSS ROLL £O919T1S D1IM 1u1M 33NVIldv103 NI 0131i 0113 311100.4 TN SHONIENN PALMS WHEN BATHROOM YO VENT 2 "0 VENT VSTRNJI1 3' FLOOR DRAIN -- I I W /TRAP PRIMER P -2, LAY 3'0 FD W/ ]RAP PRUJER Ut vACt....✓.'�VMJes �a�- 1� =2pr2 - A - ws cc—Ns . 1/2' HW P -4 ,3/4 C RCW 19.27.170 WATER CONSERV. STOS EFFECTIVE 7 //93 WAX DE 1.6 10 SUBJECT o FIXTURES PECTION FOR COMPPL EE WITH 1 Q wAc 3'0 I - I, WC 2'0 - I" H.W. 1' C.W. G.C. CONNECTION FREY-MOSS STRUCTURES 1801 Industrial Blvd, Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 P -2, L 3/4" HW h t•W P - 6 2"0 VENT 1/2" CW STUB FOR POST MIX 1/2' HW & CW P -7 BACKFLOW DEUCE BY G.C. 1 1/4' CW 1 -037 3 "0 VENT 2 VENT // r y --TRAP PRIMER 11ITW 4 � 13/4' HW I/4' CW� 3/4' HW \ / 1 _i OFt P~=01 6/1 /L 3A1133df3 A3SNO3 N31VM OL1'LZ'6L A431i 0-8, WATER HEATER CW 1 1/4' CW 1/2" CW STUB FOR COFFEE MAKER CW STUB P -5 J �Ri. HW STUB 3/4' CW P -5 G.C. CONNECTION UNDER FLOOR 1 I/4" WATER SUPPLY TO BUILDING, G.C. TO PROVIDE A 1 1/2' WATER SERVICE WITH A MINIMUM OF 60 PS WATER PRESSURE AT SERVICE. SOUTHCENTER BP 34' -9 X 63' -6" MODULAR STORE PLUMBING RISERS - 3/4 CW 1.000001. NOTES. 1 AIL PLUMBING TO 130 10 ACCORDANCE 0181 111E APPIICABIL PLUMBING CODE 2 WATER LINES TO BE COPPER 3 AL WASTE LINE MAKING 10 BE P00 0WV 4 AIL PLUMBING VENTS TO BE REVENIED AND 10CA TED AS NECESSARY 10 MAINTAIN A 10' -0' CLEARANCE BETWEEN VE111 AND MAKE - UP AIR UNIT. 5 ALL VENTS 111011 000E SHALL BE A MINIMUM OF 3" 0 TO PREVENT FROST CLOSURE. 12' BELOW ROOF TO 12' 00000 ROOF - G.C. CONNEC IION 111IDER FLOOR -3/4" HW "I 1/4' CW P -10, WATER --' HEATER i DRAWN BY: D s CHECKED BY: DATE: FILE - T- 13131,P2 .> ` \. 3/44' CW I I /2" IIW P -2 b CW CW P -9 `1 1/4' CW LIMIER GRADE TO POINTS LOCATED ON F -I FOR G.C. CONNECTION 1/2' 11W 4" CW P -1 1/2 HW 0 CW P -2 WATER RISER DIAGRAM SCALE: NINE = 1' -0" - 1 - 44., (0- aF 1`45 0002 60161 ad �z = 7 F.,), 0• 3/ r' = Z. r I 1 (6 = 7 DEC u 01991 EI@1eE8I o SCALE : N.T.S. DRAWING 1 - T3563L. -97 11111 1 .1 IH!Ii P2 15 OF 18 1 FIXTURE SCHEDULE MARK QTY. MTG. SIZE DESCRIPTION ® 18 RECESS T -GRID MTD. 2' -0 X 4' -0 LAY -IN w/ 2 -40 W TUBES, ACRYLIC DIFFUSER FLUORESCENT - ENERGY SAVER ® 3 RECESS T -GRID MTD. 2' -0 X 4' -0 ' LAY -IN w/ 2 -40 W TUBES, ACRYLIC DIFFUSER FLUORESCENT - ENERGY SAVER (NIGHTLIGHT) © 7 CEILING T -GRID MTD. 2' -0 X 2' -0 TDC 12 x 1 2 NECK HVAC SUPPLY REGISTER - 4 WAY „O 8 RECESS T -GRID MTD. 2' -O" X 2' -0" TDC 12 x 12 NECK HVAC SUPPLY REGISTER - 3 WAY O 1 RECESS T -GRID MTD. 2' -0 X 4' -0 LAY -IN HVAC RETURN GRILL O 1 RECES T -GRID MTS. S 2• -0 X 2' -0 LAY -IN HVAC RETURN GRILL ® 2 SURFACE WALL MTD. BROAN EXIIAUST FAN 089 W/ 3 "0 DUCT & ROOF CAP, 110 CFM, WALL MOUNT O 1 ROOF MTD. 10 TON GAS HVAC UNIT (SEE ALSO DWG M2) 0 1 ROOF MTD. COOLER CONDENSER (SEE ,DWG M2) 0 2 SURFACE CEILING MTD. COOLER FAN COILS ® 1 FLOOR/ ROOF MTD. LOW TEMP. FREEZER & CONDENSER (SEE ALSO: -DWG M2) K 1 �J FLOOR/ ROOF MTD. ICE MACHINE & CONDENSER ® 3 RECESS RECEID MTD. 6" X 12" LAY -IN HVAC SUPPLY REGISTER - 3 WAY ® 3 RECESS T -GRID MTD. 1' -0" X 4' -0" LAY -IN W/ 1 -40W TUBE, ARYLIC DIFFUSER FLUORESCENT - ENERGY SAVER V 3 RECESS T- -GRID MTD. 2 -0" X 2' -0' UUREEN W/2 LA SC ENERGY T FIXTURE SAVER ALL DUCTWORK SHALL BE WRAPPED IN INS " ULATION WITH A MINIMUM VALUE OF R -7 "goe 3° V u5ec TA", - 14 s If OJCS,0c g., - ROUND DUCT SIZE AND GAUGE Ur .E 6,8 U "c SIZE (IN INCHES) GAUGE 3 -' 9 26 GA. 4Aw 9 - 14 26 CA.4pw 15 - 23 24 GA. c These drawings and all inform- . ation hereon are of a confidential nature and ,remain the property of Frey -Moss Structures, Inc. (,'61S), Any use or reproduction of these drawings for any purpose, except by written',permleeton of Frey-Moss> SMUO$U es Inc. le strictly prohibited.' I2• x 20' LOUVir1 DOOR FOR RETUR HE10 JOINT , l 8 �8 W/DAMPER • ( II LINE (A180 CFM ELBOW_ ._�. B•0 W/DAMPER 8 W/DAMPER 8'0 10' 0 FREY -MOSS STRUCTURES 1801 Industrial Blvd oss Conyers, Georgia 30207 Phone: (770) 483 -7543 + Fax: (770) 483-6037 1111111111111111 2. REVISED REST ROOM. 1. ADDED DUCT WORK & INSULATION NOTES. 112111115/43111 ® ®® MINN REVISIONS 10• 12 30' 0.50W 21 180 Dal J 350 CAI 8-090. EJOW 4 it 0 8 10' /DAMPER - 8 W/DAMPER 90' ELBOW 6 10' 0 12' 12•• 90' ELBOW 50 "x7 10 ELBOW SIM SOUTHCENTER BP 34' -9" X' 63' -6" MODULAR STORE HVAC LAYOUT 10 "0 90' ELBOW 1 � -- I2 0 \ 8 8/ DAMPER 8 10` 0 SJP PEA O Y S Co E Imo_' o.. WAf DATE: FYE - T- 1E8I5W 14 FL - RETURN PLETlUM CNP� L. DRAWN BY: 4 DATE: 11 -19 -97 CHECKED BY: 07- L iYf.Y �ti,F ��c G J — 8'0 9o' D 8 90' ELBOW I ; . 180 UV FIELD JOINT DE 3 01997 12 x 20" L0111ER IN DOOR FOR RETURN AIR 6 90• ELBOW 8 8" W/ DAMPER 160 CFM© \ -I f 8•• 90' ELBOW r 6 6 W/ DAMP L�R 6' W/ DAMPER j- 6 90' ELBOW U 6 50 EN 65 UM 6` W/ DAMPER DRAWING LLT3563L -97 Li EXHAUST FAN 110 CFM DUCTED TO ROOF NOM DSD — STET SMOKE OFTFCTORS • SMOKE DETECTOR TO BE INSTALLED IN MAIN RETURN_ DUCT, 3c_ IN SUPPLY DUCT DOWNSTREAM OF THE FILTERS. THESE DETECTORS WILL AUTOMATI9y@(1.11 SHUTDOWN THE HVAC WHEN SMOKE IS DETECTED. M1 EXHAUST FAN 110 CH.L 000TED TO ROOF 6 "0 90' ELBOW 65 CFM 16 OF 18 CNJ ••+PC PITCH POCKET These drawings and oil inform- ation hereon are of a confidential Nature and remain the property of Frey -Moss Structures, Inc. (F:.'S). Any use or reproduction of these . drawings for any purpose. except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. RAIN COVER ROOF TYPICAL DOWN THRU ROOF TO EQUIPMENT GUTTER T FIELD JOINT MELD JOINT REFRIGERATION UNE ROOF DECK 11 -24 =97 AS t ADDED EQUIPMENT SCREEN VTR r 0 IT / VTR �T-BOX W PHOTO -CELL T C -26 -MODULE EINE-- MODULE EINE p1_1- d57b U4a NOTE: PROVIDE WEATHER TIGHT DISCONNECT AT EACH PIECE OF ELECTRICALLY OPERATED EQUIPMENT. LADDER REQUIREMENTS: (1) SIDE- RAIUNGS MACH EXTENT) AT LEAST 30' ABOVE THE ROOF EDGE (2) 14' I11 YADTN (3) RUNGS NO MORE DIAN 14' ON CENTER (4) 6' MINIMUM TOE SPACE EQUIPMENT SCREEN --\\ INC ONDENSATE UNE RUN TO GUTTER VTR UNC 321.8 (h) EVERY FURNACE INSTALLED IN OR ON EXTERIOR WALL OF A BUILDING, YALICH. IS DESIGNED SO THAT THE BURNERS OR CONTROLS MUST BE SERVICED: FROM OUTSIDE THE BUILDING SHALL READILY ACCESSIBLE. J/ GAS METER L_ (R) COOLER CONDENSER UNIT -ROOF MOUNTED Phone: (7° ---- A- 34,36,36 - SEE TRW BELOW PITCH POCKET FOR DISCONNECT PITCH POCKET FOR REFRIGERARON ONES V1R LOCATED MIN. - T) -0" CLEAR EROM ECONOMIZER. 3/4' B1 SCH. 40 GAS PPE IN ATTIC, ABOVE COOLER A- 37,39,41 PITCH POCKET TO ROOF 0 10 TON HVAC UNIT ROOF MOONED L `SEE N OTE BELOW 1/2' GAS 1 CONNECTION AT ROOF EQUIPMENT LAYOUT SCALE: 3/8" = 1 "_0„ - —MODULE -LINE MANE MODEL y YCDI2TC300D ROOF MOUNT HVAC UNIT - 10 011 206/30 3,500 CFM ARI RATED NET COOLING CAPACITY - 117,000 EER 9.0 LOCAL DISCONNECT BREAKER 70 AMP FUSED ROOF AC ESS- LA DER ItDT A -19, WP GFCI W V , 2 o`r 00% ECONOMIZER W/ BAROMETRIC REUEF, ENTHAIPY CONTROLS & PARTIAL COOLING. SEE NOTE BELOW -� RESTROOMM EXHAUST FAN 110 CFM W/ RAIN CAP VSTR - - \ D- 6,10,12 LOW TEMP. FREEZER CONDENSING UNIT `- PI101 POCKET FOR -MODULE -FINE- - REFRIGERATION TINES FIELD JOINT 20 GA. CONTINUOUS S.M.ANGLE SILVER ACM EQUIPMENT SCREEN FASCIA SYSTEM 20 GA. CONTINUOUS S.M. ANGLE SECTION FILE - T- 108T\MY NOTE; ROOF TOP NNECTS FOR CONDENSING UNITS AND HVAC UNITS MUST BE LOCATED ADJACENT TO THESE UNITS.'. RESTROOM EXIIAEIST FAN 110 CFM W,( RAIN CAP VSTR - 1 12 x 2 x I /6' OUTRIGGER 48' 0/C SCALE: 1" - 1' -0" DEC 3 0 199i GUTTER M 4 x 3/4' TE.K. SCREW L -ROILED DECK ROOF SYSTEM .„1 19Th I!' =t• I : DATE 12- 19 =.9T 11 -25 -97 BY M.J. SM CHK REVISIONS , 3, (ADDED NOTE 'ABOUT ROOF TOP DISCONNECTS. 2, ADDED SECTION' THROUGH THE EQUIP. .SCREEN DATE, ? BY CHK REVISIONS FREY-MOSS STRUCTURES oss 1801 Indusfrigl'; Blvd. Conyers, Georgia 30207 70 ) 483 -7543 F ax: (770) 483 - 6037 SOU TH CEN TER BP 34 -9 " X 63' -6" MODULAR STORE ROOF EQUIPMENT UIPMENT LAYOUT DRAWN BY: DATE: 10 -6 -97 CHECKED BY: DATE: T -15BT RECEIVED PERMIT CENTER SCALE : 3/8" = 1' -D M2 17 OF 18 DRAWING jJ3563L -97 i7 Y3 U 3'0 ROOF DRAIN 3 - 14 REBAR EA WAY ASTM A615, GRADE 60 '0 S.S. BY G.C. NI DETAIL "J' 3'0 S.S. BY G.C. DETAIL 'F >` 1 I,I U111 3'f SS. BY G.C. DETAIL "r 1 1/4 WARN SERVICE SEE DETAIL 'D' CHASE AREA IN BUILDING ODR ILA I 4'f S.S. BY G.C. I DETAIL 4 X 3 OVER FLOW iE ROOF DRAWS These drawings and all inform ation hereon ore of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Slructures, Inc. Is strictly prohibited. 115' r -L r L I �_-_J BUILDING FOOTING I — PROFILE OR BUILDING EXTERIOR 1 — PROFILEEM BASE CHANNEL 2' -0" X 2' -0' 3 - 14 REBAR EA WAY ASTM A615, GRADE 60 CANOPY FOOTING 10' -5" C/C FOOTINGS 2' -0 X 2' -0" 4 X 3 OYER FLOWS k ROOF DRAINS 3/4' 4' -0' X 4' 5 - /4 REBAR EA. WAY 12' -11 1/2 ASTM A615, GRADE 60 4' -0' X 4' -0" 5- #4 REBAR EA. WAY ASTM A615, GRADE 60 TOP OF ALL BUILDING WELD PATES 7 0 SAME ELEVATION = 1. SECURE BUILDING BY WELDING BASE CHANNEL TO 451D PLATES BY 2. ALL P -TRAPS FOR EQUIPMENT INSIDE THE BUILDING BY FMS. 3. ALL P -TRAPS FOR FLOOR DRAINS AND FLOOR SINKS UNDER BUILDING ARE PVC AND SUPPLIED BY FMS 4. ALL GREASE TRAP MID SANITARY SEVER CONNECTIONS TO 500TS INDICATED ARE PVC OR PER LOCAL CODE AND ARE SUPPLIED BY G.C. 5. ALL CONCRETE SHALL BE A MINIMUM F 3000 PSL AT 28 DAYS. 6. TOE OF PIER FOOTINGS TO BE LEVEL WITHIN 3 1/e RR. 7. REFERENCE OVNER - ENGINEERED Sill PLANS 504 LOCATIONS OF GREASE TRAP, SEWER, WA1ER MAIN, SITE 5GH0NG AND ELECTRICAL SERVICE. 8. SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SAVORING A LOAD OF 000 PSF. SOIL CONDITIONS ARE 1NE CONTRACTOR'S RESPONSIBILITY. 9. 5ET1LING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBLUTY. CANOPY FOOTING (SEE CANOPY FOUNDATION PLAN) TOP OF ALL CANOPY FOOIN53 0 SAMEETEVA0ON BUILDING & CANOPY FOOTING RELATIONSHIP NOT TO SCALE 11E1D NOTES UNDER ENTIRE AREA OF BUILDING. 10' -6 1/2" C/C FOOTINGS 2' -6' X 2 -6' 4 - 14 REBAR EA WAY ASTM A615. GRADE 60 3' -3' X 3' -3" E A WA - /4 Y REBAR 65116 A615, GRADE 60 nn 'In no 11 1. 1 b[111Crn rl MO 11[7111 r. biro CMT1111, B' -0" 3' - X 3' -3' 4 - 14 REBAR EA. WAY ASTM A615, GRADE 60 - 2' -0" X 2' -0' 3 - 14 REBAR EA WAY ASTM A615, GRADE 60 ro DATE BY CHK REVISIONS 23' -0' DATE BY 10-6 1/2' C/C FOOTINGS S.S. �B G.C. DETAIL 'r 2 -6" X 2' -6' 4 - 14 REBAR EA WAY ASTM A615, GRADE 60 3' -3' X 3' -3" 4 - /4 REBAR EA WAY ASIR A615, GRADE 60 3' -3' X 3' -3' 4 - 14 REBAR EA. WAY ASTM *615, GRADE 60 2' -6' X 2' -6' 4 - 14 REBAR EA. WAY ASTM A615, GRADE 60 FLOOR DRAIN 63' -0' 0/0 BUILDING UNE C/C FOOTINGS 49' -6' C/C OF CANOPY FOOTINGS -\■ r 4n _ it li - - - -�� 3' 4 DRAIN PVC 012X20.7 , BASE CHANNEL (SHOWN NO IN IN FOUNDATION PEjt(,IIT) P -TRAP INSTALLED ON SITE (TYP.) SEE NOTE G.C. TO 55014DE A 6 MIL VAPOR .., UNDER ENTIRE AREA BEFORE 1 S ;I REVISIONS 10' -6 1/2" C/C FOOTINGS 2' -6" X112' -6" 4 - #4 'REBAR EA. WA ASTIA A415, GRADE 60 3' -3' 1 4 - REBAR EA. WY ASTM ' 615, GRADE 60 2' -6" X 2 -6" 4 -'14 REBAR EA WAY ASTM A615, GRADE 60 FOUNDATION PLAN SCALE: 1/4" 1' -0" NOTE: ALL PULL DIMENSIONS FROM CENTER OF FOOTINGS. 1 1/4 '0 WATER SERVICE UNDER GROUND BY G.C. 3 X 5-3" - /4 REBAR A AY EA. A615, GRADE 60 3' -0" X 3' -0' 4 - 14 REBAR EA. WAY ASTM A615, GRADE 60 T ER IS SET CF Tjj Tj � / \� / 500105 SEE FOUNDATIO PLAN 10' -7' C/C FOOTINGS ELECTRICAL BLOWOUT-- IN BUILDING FLOOR 6' X 2 -6' 4 - 14 REBAR EA. WAY ASTM A615, GRADE 60 3' -3" X 3' -3" 4 - 14 REBAR EA WAY ASTN A615, GRADE 60 2 -6" X 2' -6" 4- /4 REBAR EA WAY ASTM A615, GRADE 60 50 SEE DETAIL "E' PROFILE OF BLDG. 3/161V6" BY FMS WELD PLATE OF FOOTING SEE DETAIL FLUSH IN FOOTING 3 L- 4 X 3 ROOF DRAIN AND OVERFLOW 8' -1 1/2' FRONT OF BUIL REFER TO DETAIL "0' FOR ELECTRICAL CONDUIT CONNECTION FOR THIS AREA 4' -0' X 4' -0" 5 - 14 REBAR EA. WAY IASTM A615, GRADE 60 1' -1 1/ 1/2 C/C FOOTINGS .\ \ \ \\ \ \\\ \ \ \ \' 2' -6" X 2' -6' 4 - 14 RB3AR EA WAY \-4. -0" %.4,_0 ... 5 14 REBAR'. EA. WAY ASTM -A615, GRADE 60 2' -6 X 2' -6" 4- /4 REBAR EA WAY ASTM A615, GRADE 60 2-6" X 2 -6" 4 - 11/4 REBAR EA WAY AS111 A615, GRADE 60 \ \- ' CANOPY F00ING (SEE CANOPY FOUNDATION PLAN) 9' -6 1/4" Iii CANOPY FOOTING DING 3' -B" ASIR 0615, GRADE 60 2' -6" X 2' -6" 4- 14 REBAR EA. WAY - 1 A504 A.615, GRADE 60 SECTION "B" SCALE; NONE = 1' -Q" SEE DETAIL "B ",:, 3'0 S.S. BY G.C. DETAIL "E" C12 x 20.7 2 -0" X 2' -0" REFER TO DETAIL "C" 3 - /4 REBAR / FOR ELECTRICAL EA. WAY / CONDUIT CONNECTION ASTM A615, GRADE 60 FOR THIS AREA z S 2' -0" X 2' -0" 3 - 14 REBAR EA. WAY ASTM A615, GRADE 60 3 "6 SEE DETAIL °F° BY F.M.P. FREY-MOSS STRUCTURES 1801 Industrial Blvd. loss Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 VENT I 2 ", 3" OR 4'0 S.S OR G.T. BY G.C. �- - SEE NOTE 4. DETAIL "F" 3/16 is / / „ . ; \ 2 ", 3' OR 4 "0 PVC S.S. /OR G.T. SEE NOTE 3. TYPE 'F" FLOOR DECKING 114 x 3/4" LG TUFF -TTE AS SHOWN AT EACH 1 -6101 (TYP.) • f FEMALE — COUPLING CONDUIT OUT 10 SITE AS REQ'0 w/ LONG SWEEP 5160W - BY G.C. DETAIL "C” DETAIL "E" 1 I/4" FEMALE - TIREADED UTTNG BY FMP FOR CW SERVICE BY De WATER SERVICE —7 WAIN SERVICE IN UNDERGROUND TO URUTY ROOM BY. G.C. DETAIL "D" -4" OR 31. PVC S.S. OR G.T. SEE NOTE 3. FOUNDATION PLAN 2 5S BY GC. SEE N011 4. IP° 2. SOUTH CENTER BP 34 -9 X 63 -6 MODULAR STORE DY F.M.P. 1/26 ROD (TV.) DRIVEWAY SURFACE - DETAIL "J" I -1 1 /2" WATER SERVICE - UNIItHGROL111D BY CC. DETAIL "f3" _.. -_ I/4° STEEL PLATE WELD PLATE DETAIL SCALE: 1 1/2" = 1' -0" ( FURNISHED &'INSTALLED BY SITE CONTRACTOR ) (30 REQUIRED) STRUCTURAL NOTES: ROOF LIVE LOAD = 25 PSF ROOF DEAD TOAD = 12 PSF WIND LOAD = 22.6 PSF FLOOR LIVE LOAD = 100 PSI' FLOOR DEAD LOAD = 30 PSF SEI985.20110 3 A36 STRUCTURAL 01051 STEEL DECK Fy _ 50 KSI TUBE STEEL. ASTM 5-500 GRADE B Fy= 46 KSI, WELDING PERFORMED BY WABO- CERTIFIED HEADERS DRAWN BY: Ankil DATE: 11 CHECKED BY: RIGID INSUA0110N BY - ----____ GENERAL. CONTRACTOR SHA01 EXTEND DOWN A MIf111411(1 OF 24" BETWEEN AND ABOVE PIERS 2 "0 PVC SS. SEE NOTE 3. CONC. WAl GENERAL. CONIRPA:(OR TO PRUDE-, NECESSARY INSULATION AROUND CONIIECION TO SUIT LOCA1. CODES G.C. TO CONNECT BUILDING T0-= SANITARY SEWER /GREASE TRAP AND RUIN BELOW FROST LIME, SEE NOTE 4. FLOOR DETAIL_ BETWEEN PIER FOOTINGS REQUIRED MIN. CLEARANCE / . 1 1/4" FEMALE THREADED FITTING BY RIP FOR CW SERVICE DATE: I h EXPIRES' 9 N I' 1 0 - 110 nlE - T- 16aT�F1 CONC. WA1K -- FLOOR DETAIL © HER FOOTING • X DETAIL 11 ( 11 3/16" • FOOTING DETAIL SCALE: 1 1/2" = 1' -0" STRUCTURAL REFERENCES: 1994 EDITION OF 11I1 UNIFORM BUILDING CODE MANUAL OF STEEL CONSTRUCTION RISC 1989 SPECIFICATION! FOR 1150 DESIGN OE C0(0- FORMED STEEL MEMBER .EN,S1 1 ,.. 91998 -INSULATION BY FIRS - FINISHED Fl00R N " — SEE DETAIL C "E ", "F' "J" BEI OW ' BEYOND / FEMALE COUPLING -- CONDUIT our TO SITE AS RE0'0 w/ TONG SWEEP ELBOOW - BY G.C. SCAIE :'1 4' = 1' -0" DRAWING FINISHED FLOOR FOOIRIGS SEE FOUNDATION PLAN T3563L -97 OUT INSULATION BY & FMS n \`r WELD PLATE 0 11 OF 5001140 SEE DETAIL REBAR EA. WAY Do not use this drawing for construction unless approved by FMS in space below. DATE - NAME 01 RDA. SIGNED "11. ) v --. F1 18 OF 18 BILL OF MATERIAL SHIP DET. MARK DESCRIPTION LENGTH REMARKS 1 ■ . t iBld TYP. 5 ° PLCS.) 41 RBI 42 1/4" TRUSS 52' -6 �w � » » ° C E /1111111\k f #CL4 1 RBta 4 3" x 3" x 1/4" 52' -6" HOLES .tea, 1 RB1b 4 3" x 3" x 1/4" 52' -6" HOLES "0 14 RB1c 4 21/2" x 21/2" x 316" 3' -4 3/4" PLAIN »K„ F 5 RB1d 4 21/2" x 21/2 x 316" 4' -9 5 8" PLAIN -- .. P1I RB1e 4 21/2" x 21" x 4is" 4' -7" PLAIN 1 RB1f 4 21/2" x 21/2" x 416" 4' -10 1/2" PLAIN ' 2 RB1q 4 21/2" x 21/2" x 416" 3' -8" PLAIN i ii 1 RB1h 4 21/2" x 2W x Ms" 5 -0 1/4" PLAIN 3' -1 3/4" 1 RB1i 4 21/2" x 21/2" x ;is" 4' -6 1/2" PLAIN 06 N.S. (TYP.) 3' -9 1/2" 2 RB1j 4 21/2 x 21/2" x 426" 3' -10" PLAIN 8' -0" 2 RB1k 4 6" x 31/2" x 1" 3' -4 3/4" HOLES 32'-34 4 A6 4 3" x 3" x 1/4" 0' -3" SEE SHT. D18 ° 4 LP3 4 5" x 3" x 3/8" 0' -6" SEE D7 8 42 1/4" TRUSS 5 8 "0 A307 M. BOLT 0' -1 1 2" W NUTS #RB2b #CL3 (TYP 14 PLCS.) 4' -O" 14 CL2 4 6" x 3W x 1/2" 0' -3" SEE D18 )'1 /16" 0 HOLES 3 CL4 4 2W x 21/2" x 3/16" 0' -9" SEE D18 4' -3 3/4" 4' -0" r rr D IYP 20' -3" 32' -9" l 3' -10 3/4" 4' -0" 4' -0" RB2 25" TRUSS 52' -6" . - 8' -0" 12' -0" 1 RB2a 4 6" x 31/2" x 1/2" 52' -6" HOLES 36' -6" 1 RB2b 4 6 x 31/2" x 1/2" 52' -6" HOLES # RB2 - ONE REQUIRED 2 R62c 4 5" x 31/2" x 1/4" 1' -10 3 4" HOLES 12 RB2d 4 2" x 2" x 1/4" 1' -10 3/4" PLAIN 8 RB2e 4 2" x 2" x 1/4" 3' -11 1/4 PLAIN 1, RB2f 4 2" x 2 x 1 4" 3' - 1 4" PLAIN 1 RB2 WIIINEMINEN PLAIN RB2h 4 2" x 2" x 1/4" 4' -4 1/2 PLAIN ■ - i 1 RB2i 4 2" x 2" x ILL 4' -0 1 2" PLAIN RB21 4 2" x 2" x 1/4" 3' - 6" PLAIN 4 LP3 4 5" x 3" x 3/8" 0' -6" SEE D7 4 5/8 "0 A307 M. BOLT 0' -1 1/2 W /NUTS 14 CL3 4 5" x 31" x 1/4" 0' -3" SEE D18 LES - - ,;fin;. I. #PB #.) (( - A6 "�� 5' -6" 1. LL — 0 8' -0" . Jo — 0 8' -0 . ■ . t iBld TYP. 5 ° PLCS.) 41 �Blc (TYP. 114 PLCS.) #CL4 '# HERE . 0 10 /2" �w � » » ° C E /1111111\k f #CL4 20' -4 1/2" • ■ ° .�■r� . 51' -10 1/2" .tea, r #R8 . . �_� .fir. e i ce "0 .- orn m� »K„ F p Fp APPLY (2 RICK R6" r_3:12 6 HOLES I r i �#LP s ir .. P1I tO � #RBIk #R81i 1.—MMINIIIPIMIIMP'• #RB1b 4' -0" #CL2 (TYP 14 PLCS.) 4' -0" GA. = 1 1/2" ' GA._I 3/4'' - f281g _ .I1 -A AZZ i ii 3 1/2" 4' -0" _ #fiB1g 3' -0 1/8" 3' -0 1/8" 3' -1 3/4" 3' -1 3/4 a 4'-2 1/4" 4 "A" 48'-8 06 N.S. (TYP.) 3' -9 1/2" 3' -10 3/4" 4' -1 1/4" 4 4'-3 3/4" 3'-8 1/4" 8' -0" 12 16 2C-0" 2S-0 1/8" 2C-0W 29 32'-34 36' -6" 40'-:6 44'-6" 48'-9 3/4 52' -6" - R81 -ONE REQUIRED ° lel Per 52' -6" t92 CL3 3' -8 1/4" 42 1/4" TRUSS MARK PC.# HERE " w• 14'4 11 a lIC ECTIO\ (2) 5/8 "0 M. BOLTS 4 3" X 3' X 1/4" CONTINUOUS 1— t0 # A6 43 "X3 "7(1/4" 1 VIEW 112E31 ELM III NEM III MI IN IN 1111111 NI MI to , Thsee t swings and an inform kP1lp'n h r 'TA IT" of a confidential �11 Qf4r4 "and ear. r tha property of ii}Y 9 -Mpo. trypturps; Inc. (FMS), �ductlon, these uipose, 'nag by (fpleg of Fray Mose 190.strictly prohlblted, # LP3 4 3" X 3" X 1/4" CONTINUOUS RB1K 4' -0 1/4" 3' -9 1/4" 3' -7 3/42' 11/16 "0 HOLES , t,3 #RB1 4 2 1/2" X2 1/2 X 3/16" VERTICAL & DIAGONAL 6" X 3 1/2',X 1/2" X 3" LG. CUP (N.S) #CL2 3 1/2" SECTION "H" 4 3" X rn # A6 3" X 14" c #CL2 GA. = 1 3/4 V4" 41/4" 1 4 6" X 3 1/2" X 1/2" 7# CL4 SECTION "C" 20' -1 1/2" 19'- 10 .3 "X3 "X1/4" 43 "X3 "X1 /4" CONTINUOUS CONTINUOUS 4. 3" X 3" X 1/4" 4 3 X 3" X 1/4" CONTINUOUS CONTINUOUS 11/16 "0 HOLES #LP3 DATE BY CHK REVISIONS #RBic SECTION "K" 26' -3" #CL2 APPLY (2) PRICK MARKS HERE FREY-MOSS 32' -7 1/2" 32' -4 1/2" ;11/16 "0 HOLES - #LR3 SECTION "J" URES 1801 Industrial Br oss Conyers, Georgia 3Q207 Phone; (770) 483 -7543 • Fax: ; (770) 483 -6037 1/2" RB1K #CL3 #1482a 46 "X314 "X1 /2 4 2" X 2" X 1/4" VERTICAL & DIAGONAL SECTION "!-" 48' -6 3/4" "A' CO ao .r 48' -11 1/4" 48' -8 1/4" 6" VIEW "E" SOU TH CEN TER BP 34' -9" x 63' -6" MODULAR STORE STEEL DETAILS 11/16 "0 HOLES #LP3 DATE: L3 DRAWN BY: DATE: 10 -6 -97 CHECKED BY: II , 6 "0 H #RB2e PAINT NOTES . . . . SHOP.. PRIMER GREY SHOP FlNISH OC HOLE DIAMETER UNLESS NOTED 1 - 0 ° "�� 5' -6" IY — a 8' -0" LL — 0 8' -0" JU — 0l 8' -0" Jo — 0 8' -0 40 — 0 8' -0" DL _U 5' -6" 6" '# HERE . 0 10 /2" FEI2a 20' -4 1/2" 32' -10 1/2" % 51' -10 1/2" • 0 ' -7 20' -1 1/2 " 0 "0 51' 7 1/2 0L 4" ' i ` 4. HOLES Q 20' -0' f 11 16 H OLES APPLY (2 RICK R6" r_3:12 6 HOLES I 51' -6" i �#LP s . .. P1I tO � I MI PI GA._I 3/4'' _ .I1 -A AZZ i ii B � - `I ° ° �il I ° ll iM � ° lel Per f ~ � ° C �� t92 CL3 3' -8 1/4" #RB2b #CL3 (TYP 14 PLCS.) 4' -O" L 19' -9" 11 /16" 0 HOLES 4' -6" 32' -3 )'1 /16" 0 HOLES 62d 12 PLCS.) 4' -0" GA. = 1 3/4" 4' -0" 4' -1 1/4" VA 4' -3 3/4" 4' -0" r rr D IYP 20' -3" 32' -9" l 3' -10 3/4" 4' -0" 4' -0" 4' -0" 4'' -O" . - 8' -0" 12' -0" 16' -0" 20' -0" 24' -0" 28' -6" 32' -6" 36' -6" 40' -6" 44' -6 48' -7 1/4" 25" TRUSS # RB2 - ONE REQUIRED 52'-6 MARK PC.# HERE " w• 14'4 11 a lIC ECTIO\ (2) 5/8 "0 M. BOLTS 4 3" X 3' X 1/4" CONTINUOUS 1— t0 # A6 43 "X3 "7(1/4" 1 VIEW 112E31 ELM III NEM III MI IN IN 1111111 NI MI to , Thsee t swings and an inform kP1lp'n h r 'TA IT" of a confidential �11 Qf4r4 "and ear. r tha property of ii}Y 9 -Mpo. trypturps; Inc. (FMS), �ductlon, these uipose, 'nag by (fpleg of Fray Mose 190.strictly prohlblted, # LP3 4 3" X 3" X 1/4" CONTINUOUS RB1K 4' -0 1/4" 3' -9 1/4" 3' -7 3/42' 11/16 "0 HOLES , t,3 #RB1 4 2 1/2" X2 1/2 X 3/16" VERTICAL & DIAGONAL 6" X 3 1/2',X 1/2" X 3" LG. CUP (N.S) #CL2 3 1/2" SECTION "H" 4 3" X rn # A6 3" X 14" c #CL2 GA. = 1 3/4 V4" 41/4" 1 4 6" X 3 1/2" X 1/2" 7# CL4 SECTION "C" 20' -1 1/2" 19'- 10 .3 "X3 "X1/4" 43 "X3 "X1 /4" CONTINUOUS CONTINUOUS 4. 3" X 3" X 1/4" 4 3 X 3" X 1/4" CONTINUOUS CONTINUOUS 11/16 "0 HOLES #LP3 DATE BY CHK REVISIONS #RBic SECTION "K" 26' -3" #CL2 APPLY (2) PRICK MARKS HERE FREY-MOSS 32' -7 1/2" 32' -4 1/2" ;11/16 "0 HOLES - #LR3 SECTION "J" URES 1801 Industrial Br oss Conyers, Georgia 3Q207 Phone; (770) 483 -7543 • Fax: ; (770) 483 -6037 1/2" RB1K #CL3 #1482a 46 "X314 "X1 /2 4 2" X 2" X 1/4" VERTICAL & DIAGONAL SECTION "!-" 48' -6 3/4" "A' CO ao .r 48' -11 1/4" 48' -8 1/4" 6" VIEW "E" SOU TH CEN TER BP 34' -9" x 63' -6" MODULAR STORE STEEL DETAILS 11/16 "0 HOLES #LP3 DATE: L3 DRAWN BY: DATE: 10 -6 -97 CHECKED BY: II , 6 "0 H #RB2e PAINT NOTES . . . . SHOP.. PRIMER GREY SHOP FlNISH OC HOLE DIAMETER UNLESS NOTED #A1 4' -0" 4 -0" \-#R84b Al (T1P 12 PLCS.) 4' - 0" _ L 19' -9" 11/16" A HOLES, 4' -6" 32' -3 ff 11'16 0 HOLES , k B 4d (TYP 12 PLCS.) 4' -0 GA. = 1 3/4" 4' -0 4' 0" #A1 J 4 0' 4' - 0" "D 20' -3 1 32' -9" 4' - 0 ° 4' - 0" 4' -0" 4' -0" 8' -0' 12'-0" 16' -0" 20' 0 24'-0" 28 32'-6" 36' 6 40' -6" 44' 6" 48' -6 "_ v_.:.. Ns- -� # R84 ONE REQUIRED 52 25 TRUSS 1 F" " 0' -41/ 2 0' -1 1/2" aO.L, 4 : #RB3c PC.# HERE 0' 7 O.L. 4" 1 @4c b ee drfOR he(,on qr gr, I ji!I ra- 4' -0 # RB3 - TWO REQUIRED 6' -0" 5' -6" 8' - 0" 4' -0" 6 " -6" 5" -6" 8' -0" -00 -00 12' -0" 8' -0" #CL3 SECTION "G" 14' -0" 22' -0" 8' -0" #RB3b #CL3 (TYP 14 PLCS.) 4 -0" 14' -6" - #RB3C OR f1B4C 16' -0" » 4' - 0" 19' -9" 8' -0" 20' -3 20' -0 #RB3C OR #RB4C 3 1/2" 11/16" 0 HOLES 4' -0" 24' -0" 22' -6" MI III NM 1111111111MIIIIIIMIll 11111 1111111111 NMI 11111111I 1'12" #CL3 I, SECTION' "F 8' -0" 4' -6" 28' -6" 52' -6 B' -0" JIM IM Milill111111111111111111 QSS 30' -0 30' -6 32' -3" 32' -9" 4' -0 32' -6" 10 20' 4 1/2 11/16 "0 HOLES; 20' 1 1/2 26' -3" 32' 7 1/2 32' -10 1/2 " c 11/16 "13 HOLES APPLY (2) PRICK S j P3 I&tB44 »» 20. 0" LP3 MARKS HERE 32' -6 ■ CV 8" co 11/16" 0 HOLES 4' -0" 36' -6" ( 2 ) 5/ 8 " M. BOLTS r 1 , °ECTON CTURE B3d .) (TYP 12 PLCS 4' -0" 40' -6" 3/16" - RB3b -OR -#R84b -- 4 6' X 31'2" X 1/2" (TY P.) GA. = 1 3/4" 4' -0" 44' -6" #RB3c OR RB4c 4 : 5" X 3 X 1/4" 4' -0" 48' -6" . VIEW _„ In BSI a oqd all Inform It p PPnfldentla 4 propert of �tlon of these cif ' by f Frsy -Uosel WPUY Pfohd�lted, 38' -0" 38' -6" FREY -MOSS $ TR 1' 1801 Induslrial BIv , Conyers, Georgla 3 07 Phone; (774) 483 -7543 + Fax; (770) 483 -6037 # LP3 #RB3a OR RB4a 4 6" X 31/2" X 1/2" CL3 (N.S.) 142 "X2 "X1/4 VERTICAL & DIAGONAL 8' -0" 8' -0" 46' -0" Illif; PC.# HERE 20' -41/2" 32'- 101/2 52' 1 1 52' 41/2" » Q »20' 20' 1 1/20" " ' � 11/16 " 0 HOLES 26' -3" APPLY 2 PRICK 32' -7 1/2" .1%." 11/16"4 HOLES ` 83e 11/16 "4 HOLES , . 11 / 16 "d HOLES ( ram #LP3 MARKS H�RE 32'-6" i #LP3 52' -1 • Ira ( — I - 7I 1 RI (IYf 10 PLC .) GA. - 1 3/4� ° �' III - .1 T - - -- - � �fi� c c - c I = ■111 i ■ M5 ■I c / ■ .. a � � � � ■ i �Ir� / �n ��I x • 3 9 1 IP i.:F 46' -6" 11/ 4 HOLES 0 +' �p ' _ `�111I n io er I ^T3 i a l YulIt.3E�i i J f�l��� G T�i 6" 5-6" 4' -0 " 25" TRUSS 5-6" 51' -10 1/2" 51' -7 1/2" 51' -6" 1 #RB3a OR RB4a 4 6" X 31/2" X 1/2" SOU TH CEN TER BP 34' -9" X 63' -6" MODULAR STORE STEEL DETAILS 51' -6" 52' -0" #RB3b OR R84b 4 6" X 31/2" X 1/2" DATE: CHECKED BY: f■E - T- le■I 2 1 (LES SHIP DET. MARK 2 2 4 24 20 2 2 8 8 28 1 1 2 12 10 1 1 4 14 RB3 RB3a RB3b RB3c RB3d RB3e RB3f RB3q RB3h LP3 CL3 RB4 RB4a R84b RB4c R84d R84e RB4f RB4q 1 4 RB4h LP3 5/8 "0 A307 M. BOLT 4 5" x 31/2" x 1/4" CL3 BILL OF MATERIAL DESCRIPTION 25" TRUSS 4 6" x 3 1/2" x 1/2" 4 6" x 31/2" x 1/2" 4 5 "x31 "x1/4" 4 2 "x2 "x1/4" 4 2" x 2" x 1/4" 4 2" x 2" x 1/4" 4 2" x 2" x 1/4" 4 2" x 2" x 1/4" 4 5" x 3" x 3/8" 5/8 "0 A307 M. BOLT 4 5" x 31/2" x 1/4" 25" TRUSS 4 6" x 31/2" x 1/2" 4 6" x 31/2" x 1/2" 4 5 "x3 "x1 /4" 4 2 "x2 "x1 /4" 4 2" x 2" x 1/4" 4 2 "x2 "x1 /4" 4 2" x 2" x 1/4" 4 2 "x2 "x1/4" 4 5" x 3" x 3/8" PAINT NOTES . . SHOP PRIMER GREY SHOP FlJjI '..1. V, 10 LENGTH 52' -6" 52' -6" 52' -6" 1' -10 3/4" 1' -10 3/4" 3' -11 1/4" 3' -7 1/4" 4' -4 1/2" 3' - 10 1/8" 0' -6" 0' -1 1/2" 0' -3" 52 -6" 52' -6" 52' -6" 1' -10 3/4" 1' -10 3/4" 3' -11 1/4" 3' -7 1/4" 4' -4 1/2" 3' -10 1/8" 0' -6" 0' - 1/2" 0' -3" ) Ha qr U REMARKS HOLES HOLES HOLES PLAIN ?LAIN PLAIN PLAIN PLAIN SEE D7 W /NUTS SEE D18 HOLES HOLES HOLES PLAIN PLAIN PLAIN PLAIN PLAIN SEE D7 W /NUTS SEE 018 ', 1'YIV HOLE DIAMETER _ UNLESS NOTED #LP3 H RB3c )1 11/16 "0 H #LP3 #RB4c DRAWN ' DATE: 10 -6 -97 JOB f T-15BT RFQFIVF CRV OF TLIKIII A MAR 1 8 1998 PERMIT CENTER SCALE : 1/2" = 1' -0" DRAWING /- D6 , . . m 1 fit ill 111 iii ili 0 0 0 III 1 III III Ili 1ii I lit iii, I Ili ii 1 0 1 1 1 1 111 111 ill ii III D 11 111 II 111 Il 111 1 III 1 III Fig2sT" 1 iiilj 111 1 D 1 D 1 1 li 11 1 II 11 ii 11 m - - --- Jili- Ji I JI r' 1 ,-- - 11 J - = — — — 11 ill 11 I HD 11 11 1 — — E=1 111 11 D 111 111 11 1 I: Ill 111 i 1 1 1 11 11 11 0 11 H 11 11 11 1 11 1 1 1 0 I II 1 11 11 1 11 111 111 1 111 111 60.-11. C/C COLUMNS 111 11 1 11 1 0 111 111 111 111 Ill 111 111 1 1 1 11 11 D I 111 111 M 1 Lo o III III qi i l i 0 1 1 11 ' t ___, 111 111 • DI LlJ 111 111 01 M 0 11 11 111 M • .',These drowlng5 ana'a11 Inform-, ,• 5410 , :her460 are of a oonfbientlat ature and remain th� Property..)f'• FS'iii4ttieit.Structures. Inc. (EMS) Aa of these drawings for any purpose, except by Written Poiniteeloa of FroyMciss Structures, Inc, str,ctly prollt,qed b 3T-10' LIGHTING PLAN SCALE: 1/8 1'-0" DATE BY CHK REVISIONS 96-10 0/0 CANOPY DATE BY CHK REVISIONS 1r-10* 12'-0" 19-4- C/C Of COLUMNS 1 2'-O STRUCTURES 1801 Industrial Blvd, oss Conyers, Georgls 30207 Dian. (77ft% 422-7C 4 r.... •07 env, FURNISH & INSTALL (20) NEW SCOTTSDALE SERIES LIGHT FIXTURES 14/ LENSES WRING BY OTHERS. 3 DECK man SOUTHCENTER BP DATE10-9-97 97' x 98' " T" CANOPY CHECKED BY LIGHTING PI AN nar• I BALLAST BOX LOCKING COLLAR 4'0 HOLE 0 CENTER OF DECK N -SCOTTSDALE LIGHT FIXTURE LIGHT FIXTURE DETAIL SCALE: 1 1/2" = OCT 101997 NEW BP SERVICE STATION RETAIL DEVELOPMENT 18200 WEST VALLEY HIGHWAY TUKWILA WASHINGTON PARTIAL FRONTAGE IMPROVEMENTS PLAN REVISED BETWEEN CB ire & GB OP OP < 41.30 11 -OP -10.46 SOP OF BANK _ 113017 »" )" W C.B. 'I' TYPE 11-48 11 w/oil W4154 SEg nA702. 5E1 ovEa 11.19.74 IZ "S wit I.E.Ii.z zJ'W CSM HOTEL PROJECT SITE t11 REMOVE & RESET EXIST. SIGN & MAIL BOXES 21231' — GONSTRUG-ROW --CE- TERLINE__ OF STATE ROAD 181 REMOVE & RESET EXIST. SIGNS 184.18' \ \\ WEST VALLEY HWY (SR 181) CAUTION EXISTING UNDER GROUND POWER IS IN CLOSE PROXIMITY OR MAY BE IN CONFLICT WITH THE PROPOSED STORM DRAINAGE REMOVE l RESET EXIST. SIGN V EL = 12.65 - 18" FLAP GATE EX CB (TYPE 2) EX CB (TYPE 2) EX CB (TYPE 2) EX CB (TYPE 2) -- - -- - - - - -- asrczr ..a= atarstasvta miasbosaar■ Starr .ti.rstimrearstasrtoart∎. - 111ta.itarat 16 11 -4 " 0-037(v SYSTEM. CONTACT PUGET SOUND ENERGY PRIOR TO BEGINNING CONSTRUCTION TO ARRANGE FOR RELOCATION AND ADJUSTMENT APPROVED PER PUBLIC WO A L" I DATED j iv P 4,4 Apo P OFZLL .tE Fvc� 1' = 30' 1 ' ' 3' ' APPROXIMATE LIMITS OF 1 ROCK SLOPE PROTECTION REMOVE & REPLACE EX. a GUARDRAIL W/NEW TERMINAL SEE END CTIr , , 1: P $ It �, it `W - A _,,,,A; � ,' � S r ' FRONTAGE IMPROVEMENTS PLAN C.B. 18 TYPE 1 G.E. 25,92. 1 •E• 21 .10 v,eceorEc �1C7 2 1998 SAW CUT PA! ZCOMMERCIAL DRIVE a , �I ;1: �1 '1.1 : a mp _ -'r - � a N3 - '''',`2., N MI% N ° a L ,2 Y IF, � 'r r z�a -' _ .. =_ BACK OF WALK c- TOP OF CURB Nam 11% a c, � z �, " m N ° s� Ws -4e,` DST. GROUND ADJUST GRADE TO CLEAR SD BY 12 M (BY PUGET SOUND ENERGY) VERI CLEARANCES PRIOR TO 30 CONSTRUCTION a - ASPH. RAMP NW - = °" TOP I 24" STEEL CASING TRANSITION _ t.OITY.- ^� �-- \ . 35' VIDE DRIVEWAY • 35 DRIVEWAY FI tONME W 0.50Z fi1tf12 "CONC.SD ®0.50 198 LF. 12 CONC. I • 4 MIN. 1 @ 0.509, 121 LF 12' CONC. SD �__II IF 12" CONC. SD 1 - 84 LF 12 CONC. SD 0 0.50Y, _ EX. 10' WATER MAIN C.B. 18 TYPE 1 34.08' I T. C.B. /1 TYPE 1. 34.08' I T. G.E. 15.65 LE 2269 _ 9? 181 STA 155+1201, 43.19' LT. C.B. #12, TYPE 11-48 SR 181 STA 155 +96.01, 44.08' LT. C.D. 111, TYPE 1 .081T. J G.E. 25.32 I.E 21.70 ICH OIL/WATER SEPARATOR SET OVER EXISTING 18' SD G.E. 24.18 LE 19.74 12 °SO S. I L 1V4 18'SD w (EAST) G.E 24.75 I.E. 20.16 SR 181 STA. 157 +17.00, 3 C.B. 1O, TYPE 1 60" WATER MAIN LOWER TO CLEAR 12° ' BY 12' MIN. INSTALL BENDS WITH CONC. BU CONSTRUCTION I s T. NG G.E. 24.50 LE 20.77 12' SD N & S �, : I,I : L:' ) C.B. #9, TYPE 1 I.E. 21.07 8 SD E (FUNK K G.E. 24.46 I.E. 21.08 EXIST. m,- C9 } - 11:y" w' CSM HOTEL PROJECT SITE REMOVE do RESET EXIST. 9GN & MAIL BONS 2/2.31' Os C.B. X11 -'='-` 2) — EX CB (TYPE 2) EX CB (TYPE 2) EX CB (TYPE 2) TY I ii•ii ftailtwiilr • l�iil�iil�iil�ri 'l��il��iloiil�7. i$i 12' CONC. SD 24° STEEL CASING FILL N11H SAND GONS1 UC1/ON CENTERLINE OF STATE POAD 181 - - WEST VALLEY HWY (SR 181) SIR 181 DST. GROUND ELEV. 24.9- COMPACIEZ n L 12' CONC. SD ENCASED IN 24' STD. WALL STEEL CASING PIPE STE BANDING STRAPS - CASING DETAIL N 0850'30" W 121 LF 12'_ __ SR 181 STA. 156 +22 34.08' FUTURE CURB INLET & 8'CONNECTING PIPE BY OTHERS EX: UP_ TREATED 2x6 SKIDS BETWEEN BELL ENDS RIPPED TO FlT REMOVE & RESET EXIST. SIGNS C.B. JRO TYPE 1 SECTION A -A LOOKING NORTH 12 184.18' CAUTION EXISTING UNDER GROUND POWER 15 IN CLOSE PROXIMITY OR MAY BE IN CONFLICT 84111 THE PROPOSED STORM DRAINAGE SYSTEM. CONTACT PUGET SOUND ENERGY PRIOR TO BEGINNING CONSTRUCTION TO ARRANGE FOR RELOCATION AND ADJUSTMENT REMOVE & RESET EAST. 9GN A APPROXIMATE LIMITS OF I FRONTAGE IMPROVEMENTS PLA4 1' = 30' 6 2 ,6• zb' ab• aN• FRONTAGE IMPROVEMENTS PROFILE ROCK SLOPE PROTECTION 1 MAN ROCK LAVED ON SLOPE CHOKE VOIDS W/ ROCK SPALLS KEY ROCK 1211IN. INTO EXISTING GROUND ▪ EXISTING UNDERGROUND POWER ADJUST GRADE TO CLEAR CASING BY 12" MIN. (BY PUGET SOUND ENERGY) VERIFY CLEARANCE PRIOR TO CONSTRUCTION 1' = 30'H. & 1' = 5'V. ROCK SLOPE PROTECTION REMOVE & REPLACE EX. .t' • SEE SHEET C1 AND C2 FOR ON - SITE IMPROVEMENTS . 4'''' GUARDRAIL W/NEW TERMINAL L END S CRT! fi n . Is P N7!1 � ' ��� • - - 17T Wi3D% I A • G , N 07'4130 W 3 V ` ► _ N 0831X `r - -.w�� Ij 411Pr 198 LF 12 SD SAW CUT PAVEMENT AT FOG UNE COMMERCIAL DRIVEWAY PER TUKWILA SID. RS -9 C.B. 48 TYPE 1 1 RESTRIPE E)OSTING FOQJNE Ni1H (WIDE WHITE PAINT STRIPE NOF 51'30"W 1 1 - WEST VALLEY HIGHWAY 35.00' SAWCUT AT EX. FOGLINE sr.z EXIST. ASPH. PAV'T. 3 1/2' COMPACTED DEPTH ASPHALT CONCRETE CLASS B 6 "COMPACTED DEPTH CSBC ALTERNATIVE TO CSBC 4 COMPACTED DEPTH ATB 6 COMPACTED DEP1H GRAVEL BORROW -- _ — � -� — — �1 TYPE 1 COMMERCIAL DRIVEWAY PER TUKWILA STD. RS -9 NEW PAVEMENT SEE TYPICAL SECTION - t 8 IX f NEST VALLEY HIGHWAY NOS I' .D W Lc, 6i �o TYPICAL SECTION WEST VALLEY HIGHWAY SR 181 STA. 159 +02 TO STA. 161 +83.05 LOOKING NORTH O r: ��r 4' THICK CEMENT � k CONC. SIDEWALK PER CITY OF TUKWILA STD. RS -11 2' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CEMENT CONC. VERTICAL CURB & GUTTER CONTRACTOR TO ADJUST FORMS AS REQUIRED TO MAINTAIN PAVEMENT CROSS SLOPE AND POSITIVE GUTTER GRADE TO DRAINAGE STRUCTURES 2 SR 18i STA 164 +57.97 = ' INTEPSECTICN STRANGER . 91_1_, \STA d71.n8 FO RECE / E r) :,T - 2 '?x Tulcrn_,a 1UELIC ..r15 ;Ks IGHT GREY DRYMT SILVER ACM FASCIA SILVER ACA I L I I [ I I 1 -- I • it 8" RAT 8000 ,B -,9 f j — TI 9' -4 /30 " 22' -5" 4 34 - 9" 0/0 OD BUILDING [FIELD WORK Ilrlli CRE1 i-T These drnwirrgs nnrl 1 , , ,f , olhn hereon 0, of n - nnfidantinl i r . and r -main fha property of ray -Moss Shonturee, Inr (11,11 P "y use rn reproduction of thaw rlo,inps for nrry purpase, excerpt nV ..r Otte ner rn fission of 0' I 9' 1 -19 -98 51 94 NJ Rn_9 MOUN1Ep MEr.11 A.!nCnt EOo'FMEN I, SIE BN rnrlr. F ApOinAIOR h0A14tNCC. IrP ).f00u F LINE 1J -5 3,4 OF LADDER I I !9 1791- 0 DATE BY CIO( REVISIONS - 1RATISACnOri DRAA.FP W/ SPFAVFP 79' roirll5 (1.P) CBW 2. REVISED PER CO i 11 AS 1 DELEIFU GOARD 1791( 9 II" MODULE [FIELD WORK I Rnof ArCFSS LAUDER 37 -6 IrT AH H )I r W /69 i1'0 6 - RI)111 SII)FS FIELD W ORK nn rl Irll 1 7(191 0' 6' NODULE (4' a' 0/0 OT PU90150 LEFT ELEVATION SCAI F: 1/4" = 65' 6' n/n of 911II0199' REAR ELEVATION �( Al F: 1/1" - 1' -0" 63 -6 "0 /0 Of PUIIDIIIG SCAT F: 1/4" = 1' -0" U,^,I E BY CIIK REVISIONS ROOT 99(9(HTFD MFCIANIOAI EQUIPMENT SCREENING. LIGHT C41Er Co( ORFO PANELS 10 MATCH RAIL DING ON Fr9(6 SIDES - Pr FMS - - CHI VT9 ACM FA9615 9 1/2 5(• -4' MODULE ROOF MOUNTED HANICAL EQUIPMENT SCREEN - UGHT GREY COLORED PANELS TO MATCH BUILDING ON FOUR SIDES - BY EMS N CO FRC .AS W/ 5511 0(1((5 OR EQUAL HELD N INSTA 16 5 MONT ELEVATION - LIGHT GRFr DRYV11 ✓ -ROOF MOUNTED MECHANICAL EQUIPMENT, SEE BUILDING FABRICATOR DRAVANGS, TYP. SILVER ACM FASCIA ROOT MOUNTED MECHANICAL EQUIPMENT SCREENING - LIGHT GREY COLORED PANELS 10 MATCH BUILDING (1N FOUR SIDES - RY EMS 31 6' FIELD WORK 511 VTR ACM RADIUS (1159) OS5 -/ MODULE LINE LIGHT GREY DRYVIT POSTER FRAME 1401' SURFACE MOUNTED 14' 1' FREY -MOSS STRUCTURES 1801 Industrial Blvd. Conyers, Georgia 30207 Phone: (770) 483 -7543 • Fax: (770) 483 -6037 2' 0' 8' RADIUS (tr.) SILVER ACM (TIP.) 3068 HOLLOW METAL DOOR Al E2 E3 E4 E5 E6 E7 E8 E9 EL1 EL2 EL3 EL4 P1 P2 M1' M2 F1 Nfl]EL OMER TO PROVIDE SIGN ON OR ADJACENT TO THIS DOOR STATING '1049 DOOR TO REMAIN UNLOLI(EO DURING BUSINESS HOURS.' RIGHT ELEVATION SCALE: 1/4" = 1 - 0" BP SHOP MODULAR, CONVENIENCE STORE — EXTERIOR ELEVATIONS — FLOOR PLAN — EQUIPMENT PLAN — FLOOR FRAMING PLAN — ROOF FRAMING PLAN — FRAMING DETAILS — SECTION — SECTION — SECTION — ELECTRICAL PLAN — CEILING ELECTRICAL — ELECTRICAL PANELS — ELECTRICAL DETAILS — PLUMBING PLAN — PLUMBING, GAS AND — MECHANICAL PLAN — ROOF EQUIPMENT PLAN — FOUNDATION PLAN A PLAN WATER KEY 589149110 SHOWING (4) MIDULES SOUTHCENTER BP 34' -9" X 63' -6" MODULAR STORE: EXTERIOR ELEVATIONS 20' -0" RISERS STATE OF WASHINGTON DEPT OF LABOR & INDUSTRIES CONSTRUCTION COMPLIANCE SECTIOI FACTORY BUILT HOMES 8 COMMERCIAL STRUCTURES PLANS ACCEPTED NO. BG . ' °g/ - AV 2i SUBJECT TO REIDIMPECION OVERSIGHT OR VIOLATION OF MIS NOT INCLUDED BY: 2,Ao rr },/ 4 ,0 DATE: EXPIRATION •. Mr 1 urr (5 /5/ _99 DRAWN BY: DATE: 4. 1 1 CHECKED BY, DATE: Tl.E - T-168\6. -- ROOF MOUNTED MECHANICAL EQUIPMENT SCREENING - 00911 GREY COLORED PANELS TO MATCH BU110ING ON 60115 SIDES - BY FMS ,_ROOF MOUNTED MECiAMC99( / EQUIPMENT, SEE BUILTYNr FABRICATOR DRAVANG5. 1_ US ITEMS TO BE INSTALLED BY OTHERS, SUBJECT TO LOCAL CODE HVAC C.T. CAN, METER AND DISCONNECT GAS & WATER METERS ILLUMINATED FASCIA SIGNAGE ALL SITE WORK INCLUDING FOUNDATION NOTES : 1. THESE BUILDINGS WILL BE LOCATED A DISTANCE GREATER THAN 20' FROM PROPERTY LINES OR INTERIOR LOT LINES. 2. THE SITE CONTRACTOR IS TO PROVIDE HANDICAPPED ACCESSIBILITY TO FRONT & RIGHT SIDE OF BUILDING. 3. STATE LABEL AND DATA PLATES ARE LOCATED AS SHOWN ON SHEET E2. BUILDING CODES 994 UNIFORM BUILDING CODE 994 UNIFORM GAS CODE 991 UNIFORM PLUMBING CODE W 1995 AMENDMENTS 994 UNIFORM MECHANICAL CODE 996 NATIONAL ELECTRICAL CODE 995 WASHINGTON STATE ENERGY CODE 995 WASHINGTON STATE BARRIER FREE CODE BUILDING DESIGN CRITERIA OCCUPANCY: GROUP "M ", GROSS AREA FOR EACH OCCUPANCY: 2080 OCCUPANCY LOAD - 26 CONSTRUCTION TYPE • V -N HEIGHT OF BUILDING: 11' -6" NUMBER OF STORIES: 1 DESIGN LOADS : THIS BUILDING IS CONSTRUCTED TO WITHSTAND THE FOLLOWING LOADS: ROOF- WALLS- FLOOR- LIVE LOAD DEAD LOAD 25 PSF -12 PSF WIND LOAD -80 MPH EXC SEISMIC ZONE 3 LIVE LOAD DEAD LOAD JOB I T -158 16200 W. VALLEY HWY. TUKWILA, WA 98188 -100 PSF 30 PSF 4 hI SCALE : 1/4" = 1' -0' 1 OF 18 DRAWING - T3563L -9