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HomeMy WebLinkAboutPermit D98-0062 - TUKWILA Q-LUBE - 2-BAY OIL CHANGE FACILITYThis 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. D98 -0062 Tukwila Q -tube 6816 South 180th Street 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 198,203 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. d98-0062 6816 south 180th street tukwila q-lube t •,r, r T HIS CE IsSUEU PU,RtSUAFLT , Tt? ; THE •REOt1I ' fit F „;SEC TI;Ot4 1:09 OF.. THE; UNIFURt+i BUILDING COD '�CERT:IFYIt4 , T I4A 1 .AT , TI t 1F THI _ STPUCT-U�RE WAS ;IN C;OMP W ' TH E - -;'-4,V At 'U UR UINAt4 :' E, UEF; s�`r i t I " °B UILDIh�L1' CONSTRUCT:•ION 7R U E , PIP :V=4 'APPLICABLE: CITY `FIRE OD ,: E - FOR.,THE FOLLOWI►NQQ: a . e 6:+d + i ' JS� "4 ' `+ ► tit ^ ti °.,, '�}u sr ; � C� .c.4up t T 1P W LA LU.ElE, � � �; Pe MIL t+i cs;' 4 ,ct tlUiti�. a ul l dins Add e } f] . : b81E: 5 4 ?T s ° 4 :�+ ° a, ,ud.t,O , I L3 !� p4 9 0 1404 Y DEP.QT: } 'rR i , v N Ar1F NEW 3 '237 sF .PAY , 4iIL CFIANGE �. F'Ac I TY„ Us,LIc` ACTI`JI3LEy;4t STORt1\ URA I,N IGE` SANITARY SIDE SEWER, \ RF�7G T:ION r' ' 1” PgRtvIA 4ENT WATER METER & ,i" CECItIC.T WATER ET R'. ,. • FOR RRIGATIr w� r` ! REF ER 'l1 MIS? ,�1t GL;`t,F�R FLOOD • ?ZONE Cdh4YROL „ �P,ERMIT zt' a� 'i Sy t � t ' 4 •. P ')9; _:�ERTIFICAT E ;t:►F OCCUPANC" C iT.Y O F:: TUP WSLA 00 SUUTH4CENT.ER BOULEV �1JITE • • TUt WILA ' W,ASHINGT N 98 • City of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 362304 -9074 6816 S 180 ST NOT DEVPERM V -N 001 North: .0 South: TUKWILA Sewer: Slopes: License No: COMMESI184MK OCCUPANT TUKWILA Q -LUBE 6816 S 180 ST, TUKWILA WA 98188 OWNER HOME DEPOT 2455 PACES FERRY RD NW, ATLANTA GA 30339 CONTACT JOHN SCHEFFEY /ADAPT ENGINEERING 800 MAYNARD AV S #403, SEATTLE WA 98134 PLANNER MICHAEL JENKINS 6300 SOUTHCENTER #100, TUKWILA WA 98188 CONTRACTOR COMMERCIAL STRUCTURES INC. P.O. BOX 68845, SEATTLE, WA 98168 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 3,237 SF 2 -BAY OIL CHANGE FACILITY. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, SANITARY SIDE SEWER, IRRIGATION, 1" PERMANENT WATER METER & 1" DEDUCT WATER METER FOR IRRIGATION. REFER TO MI98 -0088 FOR FLOOD ZONE CONTROL PERMIT. i**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 148,125.12 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 400 Fill: Landscape Irrigation: Y Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,344.21 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:; DEVELOPMENT PERMIT Fire .0 East: TUKWILA Y Signature: _ , • Print Name: _ j&mal_ __E _ _Rurm azp. This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D98 -0062 ISSUED 07/07/1998 01/03/1999 SERVICE STATION 1994 N/A .0 Phone: (404)433 -8211 Phone: 206 - 654 -7045 Phone: 206 431 -3670 Phone: 206 246 -3939 Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit Date: 1/7 /Iii if the work is not commenced within if the work is suspended or abandoned inspection. Awl WaziANAZINtala......o....on,.....noi.w..04%.102WWX.WOCOMILCONANCitensimastiK Status: I�il1ECr' :AO 03x`02:"1998 I.. u 117107/1 k " k •k •k k •k, k A• k 'A * k. ,4 •k 'k 'k 'k •k.'k ' k Address: 7`e'rYa n t T vu.e C '`' Parcel # ~6"304 9074 •k •k tit k k •k'k k k yA A *. Ar * * k `k 'k .•k 'k k A,'k' k * 7l *, •k ;4 A k •k :k * k 'k . •.. * •k .* •k Ai k A k A Permit Conditions: `,No chanties; will be Made: to the . p i ens . Unless approved by the Ar^ch.itect or Engineer and the Tukwi`la.Building g0ivis'ion. • Plunihino permits shall be:,;robta,,int d hth47 the S eat t.le- i':ino County Department of Publ hi ealtti ".2 r =P1u: q0;9� wi.l l be i:ra "sbeoted.:bv thaty as ncv lncludinl all cia otoi, 9 (296 4720 ,r,i ,, ' r, ;, Elect ical u A m•i t ^-. shaltl' bye o btained ; •thr o'u,q ncton' bake' Division ate Leber end Inllustr ies and el eetrq\da1`: war k w 11 be 1n :oecte'i bv, that "agency (248 ob30 • A11 me chani cal wor sh�al`l be under seuarete p em nr1+�' trhe l 1.C' } Tiri w 7i;a . t� , jE, ` i } j t, n All p @rxmit 1n ectiont ds . grid .aoi'r`' ed'..o Ian: ': ha1y1 aval tablet a } t tf t { n ^.job ; ite , py for tot``' the start at r an�f con - '' „ s truc iori i ",.These doLunients 'a► e > be ' 'ma intaineti',and a''vai � s't r�u n41 trisDect i on 'agt.r�oya,l is granted. A1 a l )+.. a� Fcttd.i`al° concrete- °shal'l be suec'a 1 instected` fS.ec C_ t ( 3'66 y . ?'L �? � av . (''l t (� }.., Tejnuorar v er as i on t ont'r a I niea5ur e'. = si l 1 be i mp 1 emen ted a t {1e ti r st ar d.er of ,bu mess i to br,event :etj'imentat ion, s,ilte ur Into e wistiila stor m.rir`airiage; t ax i -1 t le The H �s1 t�e ;`�s h al 1 hav u'ertmpne Cl OsiOf cor�trr l measures in D1:ace as`Soon 'as' oosss,ib1,,e f2ria'i: rriii has comD,i1e d rlar` "tu °'tlt'e F ina`i Hati Off?) • ',o,;ve,r� 50 cv. shat r , i �y g ,• 1 e,ciuir e'}appllc:atlan ;for a, Ha�i'11na Permit tir tor. to any associated acti,vi,ty ••- Q. PRIOR . •TT0 FINAL.' PERMIT SIGN OFF THE ISSlUE" OF .AN ADDITIONA TURNING; LANE. 'HAS �: TO BE RE`SOLVE01. F f A1,1 q "r;'ibate storm'%:dr•ain, pine .s,ha11 ''be a ,,itherJ::;'4Lncrete r.einto 4 'ce,d ADS p ":, Treated 'corruga "tyedY�'niet.a'l c>>ue .may; used fc'r ; d tent.AOn fac4i „lities. 11: 12.. The exemtrt :meter work sharl:3l ,include.a's'S'tate Geoartmen Health app Geed double check va rye assembly. 1'3. The deduct 'rne'te.r- shall read :'t ow:- i ties i n cub feet ' -' s{ 14 . REFER TO MI98 008?;8., ,FOR, THE FLOOD'' R'PERM T NO OCCUPANCY SHALLF ,ALL.')WEP UNTIL; ,THE FLOOD . CONTROL PERMIT MI9.8- Obiii' '-. IS'°.;; 44.0,E,D OFF Y:;OIC CHANGE PIT. SHALL BE FLOOGPROOFED . 1a;. When special inspection, is required either the owner. architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior' to the first building inspection. Copies of all.,speci.al inspection reports shall be submitted to. the Building. Division in a timely manner. Reports shall contain. address, project name, permit number and type of inspection' being performed. 16. All structural welding shall be done ..by W. A.B:O, certified Welders and special inspected. (UBC Sec 306.(a)5) . ' 17. Bolts instal led .in concrete shall be; specia'1; ins'pe.cted . 4.UBC Sec. 1701.5.2) 18. When special, inspection is, required either the owner, . .a .. ., I.i bux. ... n �.,w i.naa. . ( - 11 .,.w1.i.►'.. a.l..-. T..l•...4 7.. o..t'1.a a'....,. ►i;visi`on d.f appoifltment; of the inspec a gencies; prior to :he r st'`building :insp,ection Copies af: a1 l special n pec shall he'submitted to _ the >:Buil:dirir� ii,vi,i'on ri a imel:y manner Reparts s,ha;11 .contain ; address';' . rr.'aiec;t name pet mit'•-number:. and type of , inspection: belnq ►. f ct`r�nietl e sped J i n pector sha 1,1 ..subm,i t"' a. f i na l signed . repor t �a whether` th;e;:wo,rk requiring special inspect.iari::wats. the:; best at tite ins ector's knowle e, in conformance th pCr r.iived li lari "ariii: s Otis `•a :the . appli.-cab 1_e::. wor kntansh i pr vi o s i,onc'' 'the UBC, .: ' • 2O A1'i con,.truct to.n • to. be >.done. i n c a, n fo r �nian c e ; .approved ans• reoui::renients•;ot' tie Unitor'm pis i ld7na 'Code `•',(1:, E�1i t roan) as amended . •:.Un •i•t orm McOnen• i c 1: Code . (19.4 Ed i,t i on) an W as hington :,-tate E , gv�;CC ez t:f n) 1 N otifv th e :; City of •T ukv: 1: 1�t u -iy.Sir$iaon. b for to rJl acina a can:cr t i- is .p roc ` edure it tian ` an oW i nements e fp� , c. i 3' a iii ° c. t i t " w e �; 2 2 ?T h e r :? shall e'... o" ., o c 8'r n vt � ` t h b u i l d if ► t s) `°iii't � 't h e t n a 1: ' n s pe 11 kr e •rn •c'kb p 'e C e d 4 t G e 4..1-. t'.i . w.i � , �br i) d i n + • I n s pe■tor:i f . .eEitti /4T CiF QCUPAI∎PY WILL. BE ,RE OU!I1 ED FOR T1II.13'.',,,ER IT �4 Ja`l rse 10Jf 4 rods' ;: 'MI i.�su aii[�]}e . •of;' e rre.tm tiri•. p,p.i.70 ti :nt . ai � K. • . . ',,R 3 w i t' �'� i pl s e,cif icati.00n an;. o.mpu ' at.r ons.:sne 11 obee,carr 4 st' d to t be a' :perrnri t fb M i or an` a ipr�ava•l of. nvR 'ti;ai y . c e { ti . t i a r �g� lat r� at a . at ''he pr ov i` i;ai�. o t�..kthe ` :bu i l d r na code or of..i nv ` } a t , hr ar arts nce of . the iut i s ' Na •'ner�mit pt eatrm'in q •t ai,v / s•. .ut`iar� •tv V ia i , a te : ap,(c ;t he. •p a o ' this:•-\'' t R•: ax + . ..w n�n ++..we.,� l4 . , w ' x S''St o +3 ,,.4.+411-1 be /a i i d. - t C n •5 Jr-. ,,�.,,, `�,, t f 4 " , + � ✓ fir • v. M yl • 2 H t J 14,t` k.� • Gi 4 U ;P, ;TOTAL WATER Clair r d.e Project Name/Tenant: - TVK4.�ILIR Q- Lt.,/ 0,6 Existing use: 7—Retail ❑ Restaurant ❑ Multi- ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ School /College /University jabther family ❑ Warehouse Hospital ❑ Office - V lue of Constructs / 3 Jc S. I Site Address: (p .S 180 ST City State/Zip: TtAWI LA ge lee ax Parcel Number: '3Ca 2104 - R 1 O5 Property Owner: l F-oe `Tt tPSor4 Building Square Feet: © existi 3 37 ng'' new Area of Construction: Phone: 2e4 575 caw, Street Address: ( 1 STRX QL VO City State /Zip: A 1ti4 %mg Fax #: aoc, g7 --- N t. ao Contractor: Phone: Street Address: City State /Zip: Fax #: Architec • r-CZ ©ci.L`1.lt CI Phone: 1. 05 - ^ 1 451 -1'3 . Street Address: , 555 1 t � Tt 1416 u E 1'46 ' 165 City State /Zip: zl..01,E WA 98011 Fax #: '-t2-45- t 8N 1 EngJpeer. lJ0++4P'C� �aGt�1�� - Qlh1G LAC- Phone: ReX2 La 5 4 t oy S Street Address: Pen Mktt � ANC �x ,k '1 City Slate /Zip: ir- Wet � 13 Fax #: aoO (4641 704 C ntact Person: sC>a F — U met p./61C., Phone: 00(k (QS' - 7 0 YS Street Address: City State /Zip: Fax #: Description of work to be done: C 512t.)C't'tC>k-A 6 F Ol v2- Q11c4 btl.. CO/ ycr ri.c t Lt VI Existing use: 7—Retail ❑ Restaurant ❑ Multi- ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ School /College /University jabther family ❑ Warehouse Hospital ❑ Office - 0 -G L ProposQd use: 2rRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church 0 ❑ Motel/Hotel ❑ Office ❑ School /College /University 71 Other Oe1Vty TNI akt I- kte1d iCL7 Sc vi CO ❑ ty � Will there be a change of use? yes 1�1 no 1 If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: © existi 3 37 ng'' 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 TW'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: in Sanitary Side Sewer #• ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 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 epted NCPERMIT.DOC 1/29/97 Date applicatl expires: ale it Applicat PLEASE SIGN BACK OF APPLICATION FORM • BUILDING OWNER , UTHORIZ D AGE) ' .• r` . .+n u, D ate :. M eE - k , 'a " �a`�E; � Signature: '�!i ���� , w ' * #t • i Print name: 1 904A 3Ct\t _ .Phone: (.e 1-101.1 Fax # • 65q 8 WA- �(a(3 it Address: M�Mt� 14 I7 A s. tk.l,1 City /State /Zip: r LC NCPERMIT.DOC 1/29/97 I - FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Q' 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. ❑ LJ 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 : ❑ l3' 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). 17 Vicinity Map showing location of site Q Building Elevations (Include dimensions of all building facades and major architectural elements) a Mechanical Drawings ' Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) l' Architectural drawings a Specifications (if separate document) t' Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis [-Y Soils Report stamped by Washington State licensed Geotechnical Engineer ' ipegraphieei and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) 1 Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL 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) El Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. '04 ifer f'. a:vment . Total Fees x 1.1E35.12.. Total ALL Putts: 0 al ante r.. k : A k• k ,4, h:k A. ok E?�fe,4 h A i4ikkAkk ' kkk� fit . v4*•*.4 *d *�41• 2:344.21 :: 2.344..21 .00 A .ikk•AkA* *hA•A•k'A�47k•t1dr Amount, 432.50 251.12 20,00 10.00 1' ) . 0 0 2.0.00 100 15,:0() • ~ 0 54.00 22.50 •'*,i:4Shkle•k *.hit *' *•A•ArA ka .,I*.AA;*k.l *akk.k ', Y or TUKWTLA WA ' r RA lSM , r k•h • , A 4 Tt . A 1 . A • * h . A . . . * • k k A k* t**:1A ?. 4 •k4k \ .,;,.. :HN MIT Numb r� e:: f(9700793 Amaurnt. 1:1Ei „12 07/09/98 10:38 . 'avmcnt he�l: hod 1: CLHEC1t Notation: ,T ' INC` .• „ Init Per�mi t `: a. 0913 -0062 Tvac� ))CVPERM DFVELUPMLWT PERMIT Parcel' No: " 362304 - .9074: S ite ";Adds °6gaK : 6816 S 180 ST [his h *A*4*•k •A . ** -AA* * * **1 11ccount, Code Descr Y Dt ion :)00/322 .100 BUILDING - 'NOrlRES 000/345.E330 '' PLAN CHECK •- NON) F_S — nQ0/345.1330 PLAN CHECK - . UTILITY 000 /345..430.: PAN CHECK(. -.'WATER. METER 401/342400. /ASP FEE - FL.H /LT /DIME 412/342.400 XNaP FEL . � STORM : DRAIN 40 2/342.40() XNSP FEE:, rt}ElSfir 401/388.102 WATER coNNE.CTI0N: 401/386,. 520 _ WATER .,INSTALL:ATI' ON' . ;(DEP:), 101/342..4.00 WATER' INSPECT:IQN FEE 401/343.4Q5 • 41A1 ER ` TURN-:ON FEE �. 000!3f22 00 LAND ,ALTER INC' PERMIT ` (EL:. O00/345.J3.0 LAND,. AL " TER l;i)C PLAN C'r)ECK`. * 4****** A ±.ii11 *4 A *4* *:l* * **11 [ * * * 1.** * A*** *l.1***40*0*A r,. CITY ,OF .TUKWIL.A, 'WA , , rRONSMIT: A ,1 ** *AA- A:A' * ** * *,A **4 ** * * *• . *A * *AkA# * * *4ti: * *AA* *1+641 *o4* A * *3a•'AA.A ** TRANSMIT : Number: R9700720 Amount: 1 03/02/9.8 16:04 Payment hfethod CHECK.`. Notation: EJT INC Iri i t < . BL:H Permit: Na„ 098 -•00h Type .DEVPLRM DEVELOPMENT PERMIT Parcel Ni : 362304- .5074 :.: . rite - 'Address.: '68i0 9 J80 ST.. Total Fees.; 1 1 1 5 ' 9 . 0 9 This Pa;ymertt 10 . a Total ALL Pmts. 1,159 :09 Balance: `` :00 l* AA*****4 .4* * *M•a *** ** *A4:*-M * i *A ** *A1+ * * ** *y4 * *I.l ∎o* 4 : * * *** *'41+4 *d * * Account Code Description Amount 000 /322.100 BUILDING - NONRES G99.75 000 /3f45.830 . pLAN CHECK ••- NON! ?FS'.. 45*4w84 000/386,904 ESTATE BUILDING SURCHARGE 4.50, O. n a !$6,:03/0 TQTAL:' i59 »Q t..•r•�.nr�wf:;r �V�:a6:!!:•,4�r�j rF.,i. Project: rukl�tiu ?• t:. .e.— Type of Inspection: I i :Address: &gar4.t8'xi Da e He : 4 Special instructions: fk G0' cto, ' 'I.Lk. ...-- 1 et- Date ant d: it O f lor a.m. p.m. Requester: ,i 1 ptc-& 6..&iM M.44 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY_OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. fl Corrections required prior to apprI. ■ COMMENTS: 1` rne.44Ae4 , f© e Inspector Date:4/ $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: emu" INSPECTION 'RE Retain a copy with INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA Special. instructions: COMMENTS: (206) 431 -3670 Corrections required prior to approval. Inspector: Date: G U $42.0 EINSPECTIO E REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection: Receipt No.: Date: Project: / � _ U Lb e. Typ l n lrt Qn: nun AddrerAG s s I go st Date called: i q 9 Special instructions: Date wanted: j a.m. I _ ( ~' 11 p.m. Requester:� .0 PhnNQ.: 1 74✓ _.-10 (0 INSPECTION REC D Retain a copy withmit INSPECTIOKNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: S Y/t f r.. `/2. /r-ep a vi 0)- / d•, L c,c1-- op -#7 �O y 3) woad (,r /I//, ho d- , h / Date: / coa (206) 431 -3670 Approved per applicable codes. [ Corrections required prior to approval. [ 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule, reinspection. .t re , • Lep, 4+ ,:t ,.c INSPECTION NO._ CITY OF TUKWILA BUILDING DIVISION 6300 • Southcenter Blvd:, #100, Tukwila, WA 98188 Address: Ls) `81(0 Special . instructions: Type of inspection: c ‘.. : 4/„. 4 Date called: / Date wanted: a.m. (Vg S3 ': P.m. Requester: i j (amM4Kci... UNV. Phone No.: Approved per applicable codes. COM Date; : o $42,00 REINSPECTION FEE REQUIRED; Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.. Inspector: (1 Receipt. No.: (206) 431 -3670 Corrections required prior to approval.' Date: 11W % INSPECTION RECO Retain a copy with pit INSPECTION. NO. CITY :.OF: TUKWILA BUILDING DIVISION 6300 _Southcenter• Blvd:, #100,': Tukwila, WA 98188 Project: Address: Special instructions: Type of inspection: ktcl$ -0197 gOTt+ Date called: a.m. p.m. Date wanted: 2 4 9 / 7 cs 6/1ri. Requester: phone No.: ;Approved per applicable: codes. Inspector: (206 Corrections required prior to approval. COMMENTS: Date: CiU $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FMITIVE ININTRXeM INSP RE D Retain�a'copy wit l m INSPECTION NO. : CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Type of insp Address: I I'�Date called: IV- � Special instructions: Date wanted: . 1 Zl, j a. . l 7 Requesters C Phone No .: ^� t „ ��/ Approved per applicable; codes.: 14 Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431 -3670 Inspect 6? ) D ,, • ate: �.1.�� DL 4 F-1 $42. 0 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection• I Receipt No.: Date: 1 - .4,4A. FMITIVE ININTRXeM INSP RE D Retain�a'copy wit l m INSPECTION NO. : CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Type of insp Address: I I'�Date called: IV- � Special instructions: Date wanted: . 1 Zl, j a. . l 7 Requesters C Phone No .: ^� t „ ��/ Approved per applicable; codes.: 14 Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431 -3670 Inspect 6? ) D ,, • ate: �.1.�� DL 4 F-1 $42. 0 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection• I Receipt No.: Date: Project: Q .. L Type of inspectioryr'1 �! J Address: 0 c ( Cip ) ' -Date called: VI y Special instructions: Date wanted: II I a. m. p.m. Reques &2 P , 0 we e / R ^ 3 hgnp �..P 52 s,' `1 1 `t , 4 Approved per applicable codes. • Corrdotibns required prior to approval. CO MENTS: > f. c--- 7S IC- C. ra • P al._ . .-,i2.-"t_re.:t.-3 et'X ... ? ! ,/ L e yy 7 H 0 %7 -6 r,.-r 1 --,e.(_ a -e-e._ ` '.ih ac Inspector: INSPECTION RECD Retain a copy with , mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Date Via- 5 Ql d1� r $42.0 REINSPECTIO EE REQUIRED. Prior to inspection, fee must ' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Q ` - 1 _ 1 , i _ e 'Type of inspection: 4- vim-c.0 4.- A. SsS L1 11.41 a Address . (v$ Its :� : ISO I. ST, Date celled: t Str 11i3vfit Special instructions: • Date wanted • a.m.. t � p.m. Requester. Phone No.: INSPECTION RECD Retain a copy with p INSPECTJON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per.applicable codes. Inspector: I 431 -3670 Corrections required prior to,appreval. COMMENTS: SSS :.' ' i J Date: C V l!� 3o 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: . r O INSPECTION RECOF' k Reta a copy with p i� INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100 ;:.Tukwila, WA 98188 Project: Type of inspection: Q �Lu be . waFel- Serer, s � IV,a ( Address: 6 Date cafied Special instructions: Date wanted: 1/ � 1 16 ;5 Moil, St. R- 98 1(— zo -98� Requester: D ail Phone No:: 2O /9 7 L- X518 1 1 Approved per applicable codes.: 1 1 Corrections required prior to approval. COMMENTS: I PERMIT NO. (206) 431 - 3670 Inspector: r , / . Date: I �/�� GJ V 7 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: iR4:. A •• �t AP ;..' IN S PECTION *RE Retain a copy with C mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Address: Special instructions: Type of inspection Date called: Date wanted: a q Requester: Phone No.: Approved per applicable codes COMMENTS: r' ( I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Receipt No.: Inspector Date; $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must ` be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: INSPECTION RECOR Retain a copy.with per INSPECTION NO. CITY.OF;TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100; Tukwila, WA 98188 Project:: Type of inspection: b e f r Address Q = �u be t Date called: 681 4,) 5 , 1 8D +>h S+ 11_13_61g Special instructions: Date wanted: I1-13 -9$ a.m. Requester: Derrick w1Kr Phone No.: 5/ 25 IlielgettENZ Approved per.. applicable codes. [' I Corrections required prior to approval. OMMENTS : PERMIT NO. Dc18 -002 (2061431 -3670 Inspector: Date; ,, /1319g. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, PERMIT NO. •s: . _ INSPECTION. RE Retain' a copy with INSPECTION NO. , CITY OF .TUKWILA BUILDING DIVISION • 6360 Southcenter Blvd:, #100; Tukwila, WA 98188 Pro Address � . ailep /c &�! . Special instructions: .Type of inspecti : ! -�� Date called: Date wanted:. J, p 0 '" 4y p.m: Requester: Phone No.:. Approved per applicable codes. (206) Corrections required prior to approval. , COMMENTS: Inspector; Date: $42.00 •REINSPECTION EE REQUIRED, . • Prior to.inspection, fee must be paid, at 6300 Southcenter Blvd., Suite` 100. Call to schedule reinspect Receipt .No.; Date: Project: .. LLB t.lc -- TT-of i 7 t n f 4 d- QA Address: V 6 3•01''`t to ca ed: t k ) £ . Special instructions: ... Date wanted: (t 1 1 G 0 I p.m. Requester: Phone No.:a 049.,:s-- / Z INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 A pproved per applicable codes: COMMENTS: [Inspect Receipt No.; :r. i+n'Y - •�;ye;cr w INSPECTION RE Retain a copy with mit 10 '0 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. cei Date: / / 7 4, 5 `I/ r G/ $42.00' REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4 Project: /r I T i - s Q-L 4 !� T e fin ec 'on: yPS�i..e e s f• EC. y c Address: 6s/6 g 1 2O r Date called: r W Special instructions: Date want?" e a.m. (I I p.m. Req ster: Phone No.: , )-CG, 57S — 4ZL11 CITY OF TUKWILA BUILDING DIVISION . 63'00 Southcenter Blvd., #100, Tukwila, WA 98188 INSP NO. Approved per applicable codes. COMMENTS: g 0 'INSPECTION REcrl D Retain a 'copy with mit /A/0 ze/� ,/27 i d6 /E N ik (Ote-- i , rx(s01=eteni B =ooca PERMIT NO (206) ' 431 -3670 Corrections required prior to approval. Inspe •'�� /// / //.�/�'. / Date: j? (� $42.0' FEE REQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No,: Date: INSPECTION RE D.. �. Retain a copy with mit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project:' yp f inspe lo T �YtScitkrioti Address Date called: 181, tS oSr fr 1 q� --- Date wanted/ La. ,m:"' t 2 q p.m. Reques Phone No::2 f si S _ Livi 2 v Approved per applicable codes.: Corrections required prior to approval: . . Special instructions: ( Inspector A v t rn Date : /0-'2,2 El $42.00 REINSPECTIO FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project i w; i s `Q ,� u (-� . T t in s srtion: �t o n / b. f Addres : Sr Date called: Special instructions:. Date wants d: 22 aI: Requester p -r c Phone N...:._0 S 7 q q INSPECTION NO. CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: INSPECTION RE Retain a copy with mit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. _1 $42.7 0 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Special instructions: Phone No:: COMMENTS: PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date : / ,r `6 $42.00 REINSPECTIO( EE F EOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 Special instructions: :: Date wanted: Requester: Phone No.: Approved per applicable codes. CO'MMENTS:` Inspector: I I Receipt No.: INSPECTION REC Retain a copy with it r , ERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date; "'� Opel 49=4 -y $42.00 REINSPECTION ff E. REQUIRED. Prior . to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: /'� y / C� (tee/ Type of in lion: r Date caile�c: S , f Addres 6 S /6o1../4 Special instructions: Date wanted: /0 'w � —' Requester: Phone No.: o � INSPECTION NO. CITY OF :TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes: • COMMENTS: 41 • Inspector: 5 V_ rev 4 INSPECTION RECr1p Retain a copy with it rr 6 4i/) Date: Ii ,D9g-ez6 0-- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. JiAr 440 C am_- u� -� -�-e $42.: 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 with it INSPEC N NO. fi r. >.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,'. #100, Tukwila, WA 98188 Receipt No.: 4 , , PERMIT NO. (206) 431 -3670 Project: Address: C// Special instructions: Approved per applicable codes. Type of '' pection: I' ... v}'7'7 Date called: 16/3 e Date wanted: / o h" , ! j P.m. Requester:'" Phone No.: c z b j 7 Corrections required prior to approval.. COMMENTS: ;r. $42.00 REINSPECT! QN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: h 1) S T O Mfr WALL TO Ft.; 4. IM tOrehot; i PLu 4.4 11 , ,44.00 .4 Foty / c. , z) 620(AP\) Lava S i IZnc7AA_ T-AN M4Y 3 U N i:. Z !De. rn2 L N bTH r O DOc,7 'A -10 0 upiRetz of 10° Special instructions:, . C Nb 1 iP' - PROM G rill p AM ML2 7, Lf:VEL -- - . 'D' • peg OR. 73 )0 UT t) 1 '; ►{ p.. • Dovr ME N.)) Ne CL. T, CDT H-ei2 Do (1 11_7401: 01' (f� (2 IL. tb "r I < figr Project: ("Q i r Type of inspection: �f ‘....74.a -r77 frils Address: / pb is _ l �c� CJ Date called: q . 7 9 , / Special instructions:, . Date wanted: / 0/ a.m. Requester: ,s b Phone No.: 64. -.5 75 / 1 f 4- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION RE Retain a - copy with 14, Ow-006 PERMIT NO: Corrections required prior to approval. Date: /0 / 5 $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: ! rr n 0....... 0....... Type of inspection:ff)I 4c w l--Ct tff tt££( 6°4) Address: Chi / a Date called: ql�7/Ff Special instructions: Date wanted: os /sue Requester Phone No . oG -57r- 1 /zyz INSPECTION RE Retains a copy wit mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. Date: in $42.00 REINSPECTION FEE REQUIRED, 'Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iu Tp f isetok drs: eez 6d f t ae cle: / i r /3 /4 pca ntutos J . Dt atd Rqetr Py INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. C Project: Approved per applicable codes. I 1 Corrections required prior to approval. Inspector: WAIIMI/ Date:9 _....Arixt-mwr , Lar,i d ■ [1 $42.001EINSPECTION (EE REQUIRED. Prior to inspection, fee must, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: INSPECTION PE Retain a copy wit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Project: Address: Special instructions: Type.of inspec Date called: 9 / 7/ CIl a.m. idl P.m. Date wanted: Requester: Phone No.• f, -57S — 4) Approved per applicable codes: Lt No.: COMMENTS: Corrections required prior to approval. Date: .. El $42.00 • REINSPECTION FEL REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dater Project: c. ,...._ , Type of inspection: ' ..1:2_,...k......c, ;......„ Address - a• I S 0 Date called: ""i 20 Special instructions: __€CLJ27 " " ". Date wanted: 1 7.4 a Requester: ---- Phone (----_. COMMENTS: -C,j-y...t 1 ERMIT N (Mk/ , 757 '6/1.42 s INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., V100; Tukwila, WA 98188 Approved per applicable codes. Inspector: • 6 V • (2O31-367O Corrections re9uired prior to approval. Date: 5-- fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. I Receipt No.: Date; • , ' _ Project: Q L Li be. H. Type qf inspection: S'-torrn, rotio (a ra I h Address: 62 i 6 3 1 , 80 .0, .. Date called: z ...... 2 1. 4 ...... CI 8 Special instructions: Date wanted: g .... ..) 1 i A- "1 Requester: an Phone No.: i (201,) 97z- 5g1Z INSPECTION CO Retain .a copy with p . INSPECTION CITY OF TUKWIL'A BUILDING DIVISION 6300 Southcenter #100, Tukwila, WA 98188 . • • Approved per applicable codes. D93-0062. PERMIT NO. (2Th Corrections requipsid prior to approval. COMMENTS: 6 k-If 3 Ear" I N5rAil r dc,„,,, az 7;34( fi Ati" 5c4 eois oupte cr.)".5744....er 1.4441 ge,"042.J Inspector: 6 V Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: , • • , „ . ' • • • • „ • Project: Q- Lube pe of inspection: Type W li ne Address: 68iQ Si8oh Sf Date called: g -i R - 98 Special instructions: Date wanted: g' a 4 O"' / 0 p.m. Requester: Dave Rome Phone No.: 575 �rtw� INSPECTION RECO 1r; Retain a. copy ,:with pe INSPECTION NO. Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable codes. Date: D q8 -Dpt a I T NO. (2 06 1 -3670 Corrections required prior to approval:: COMMENTS 6/)-e rye t In i spctor: 4. t" 6. Date: - 20 • x$ 42 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be'p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No COMMENTS: CO . . .. � � ! L ,.� D 4 -6* T Q iv 4(Vity 6 -F-d-A ,uc 4 pstn, alLAN o Gul d" c t-624 _keA 6—AA "L�. if-4'l cio 1 A U 6....k.-6 (, 10 o` A. ( I A :�. -, 7 owo& Q.1 Le-1 e.. 44,_ CA r/..v-Q -W-Q-t. W Ite ii t 6 ifte' C 0/ / "tcl ee ( CI?, -.. e_ .Lic oiA. 7t1yh .... lt i-tv-dv , 4 k Gc t,, AAL,24 AA-t' 5 — Project: Type of inspection: D Q Address: (p l& 50 i p _ Date called: o Special instructions: Date wanted: l( 5 a.m. p.m. Requester: Phone No.: INSPECTION RECORQ -�. Retain a copy with pe f t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 inspector: Approved per applicable codes. Re ipt No.: • �V Corrections required prior to approval. Date: 'e I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; 94 (206) 431 -3670 COMMENTS: INSPECTiOW • , Retain a copy wItIJm,t , INSPECTI • NO. CITY OF TUKWILA BUILDING DIVISION 6300 9 I Southcenter Blvd #100, Tukwila, WA 9818 ' Type of inspection it41 Uti OIL Date called: Proje Special instructions: Date wanted: e) 40/ — 5 - 16 a.m. Requester: D Phone No.:200_57s_ 42-fi • 1 Approved per applicable codes.' Inspector: b%-ooG PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: ri $42, REINSPE T N FE REQUIRED. Prior' to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. COMMENTS: Approved per applicable codes. Inspector: , Date: INSPECTION - RE D \ a Retain a copy witi mit uq4 -006 INSPEO'rION NO PERMIT NO. . . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981881, - (206) 431- 3670 Projec • Type o A lK w� �. - L�b�...: 1 ,4,44.--1-) Addr�Qs! /�Q _ Date called: Special instructions: � � ��. Date wante /�� . a. Requester: 1?3 el Phone No.: Corrections required prior to approval. [ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must: be paid at 6300 Southcenter Bivd,, Sulte 100. Call to schedule reinspection. I Receipt No.: Date: I INSPECTION RECOR Retain a copy with per INSPECTION NO7 ' CITY OF TUKWILA BUILDING DIVISION \6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: s 'Address: Special instructions: Type of inspection: LA Date called: 151S g Date wanted: ' / �^ Requester: Dm) a.m.: p.m: Phone No.: Approved per applicable codes. Corrections required prior to approval. COM \ �r C crt 1476 AlltAAA1..p LLge p T 5 Date: Gam' 0 7/7.0/ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Fire Departrnent TURWILA FIRE DEPARTMENT FINAL`APPROVAL FORM Needs. shift inspection T.F.D. Form F.P. 85 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: Authorized S ignature ' FINALAPP.FRM Rev. 2/19/98 Headquarters Station: 444 Andover Park East • Tukwila; Washington 98188 • Phone: (206) STS-4404 . Ave (206) 57S4439 !: • 4 611<LaCiL185 ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEE 1998 CONSTRUCTION TESTING & INSPECTION COMMUNITY DEVELOPMENT November 20, 1998 KA Project No.: 066 -98115 Mr. Rick McNeill COMMERCIAL STRUCTURES, INC P O Box 68845 Burien, Washington 98168 RE: Compaction Testing Q-Lube Tukwila, Washington Dear Mr. McNeill, In accordance with your authorization, we have performed compaction testing at the above referenced project. The limit of our testing was defined by the project specifications. Test results represent the compaction at the test locations only. Neither construction observation or full time testing was conducted on this portion of the project. The tables on the following pages present the results of the density tests taken at the project site. The depths - cited are measured from rough grade. Corresponding daily field reports are included for your review. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Construction Services Manager Pacific Northwest Division WBT /DA/sm Enclosures cc: ADAPT ENGINEERING CITY OF TUKWILA C (1 Dean Alexander Principal Engineers RPE No. 30508 With Ten Offices Serving The Western United States ,. 25418 - 74th Avenue South • Kent, WA 98032 • (253) 854-1330 • Fax (253) 854-1757 RECEIVED Compaction Results I. Laboratory Compaction Curve Data Sample Description ASTM Material Curve Max. Dry Optimum Test Method Classification No. Den. (pcf) Moisture Medium Dense Light Brown Sand and Gravel 5/8" Top Course II. Field Density Tests Test Curve Test In -Place Moisture Percent Percent No. Station or Location No. Depth Density Percent Compaction Required 9- Nov -98 Paved Areas - Aggregate KA Inspector. R. Ferrier 4 N side of building B 0 -1' 130.2 5 S side of building B 0 -1' 129.6 6 E side of building B 0 -1' 130.6 7 W side of building B 0 -1' 131.7 Italicized Tests did not meet required percent compaction. 98115 compaction D1557 D1557 GW GW Krazan & Associates, Inc. With Ten Offices Serving The Western United States -- -- - - ..':os .%r. . r�"• 3s' T' v�9 ',�dATr; l r i c �Xa . ''I' r '.�. - 7.9 95% 95% 9.2 95% 95% 8.0 95% . 95% 8.1 96% 95% 135.0 137.0 Project No. 066 -98115 Q -Lube Page 2 7.0 7.0 • Compaction Results 1 KrC1IdL1& ASSOCIATES, INC. November 11, 1998 Dear Mr. McNeill, WBT /DA/sm Enclosures cc: ADAPT ENGINEERING CITY OF TUKWILA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Rick McNeil COMMERCIAL STRUCTURES, INC P O Box 68845 Burien, Washington 98168 Compaction Testing Q -Lube Tukwila, Washington Respectfully submitted, KRAZAN & ASSOCIATES, INC. -Willi . B. Throne Construction Services Manager Pacific Northwest Division In accordance with your authorization, we have performed compaction testing at the above referenced project. The limit of our testing was defined by the project specifications. Test results represent the compaction at the test locations only. Neither construction observation or full time testing was conducted on this portion of the project. The tables on the following pages present the results of the density tests taken at the project site. The depths cited are measured from rough grade. Corresponding daily field reports are included for your review. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Dean Alexander Principal Engineers RPE No. 30508 With Ten Offices Serving The Western United States 25418 - 74th Avenue South • Kent, WA 98032 • (253) 854 -1330 • Fax (253) 854-1757 KA Project No.: 066 -98115 RECEIVED NOV 171998 COMMUNITY DEVELOPMENT Moisture Percent Percent Percent Compaction Required 6.2 . 96% 95% 6.9 96% 95% 7.3 96% 95 % Compaction Resit Compaction Results I. Laboratory Compaction Curve Data Sample Description ASTM Material Curve Max. Dry Optimum Test Method Classification No. Den. (pcf) Moisture Medium Dense Light Brown Sand and Gravel II. Field Density Tests Test Curve Test In -Place No. Station or Location No. Depth Density 23 -Oct -98 Utility Trenches KA Inspector. R. Ferrier 1 10' E. of Vault A 0 -1' 129.7 2 20' E. of Vault A 0 -1' 129.1 3 30' E. of Vault . A 0 -1' 129.4 Italicized Tests did not meet required percent compaction. 913115 compaction D1557 GW Krazan & Associates, Inc. With Ten Offices Serving The Western United States Project No. 066 -98115 Q -Lube Page 2 135.0. 7.0 November . 10, 1998 Mr. Rick McNeill COMMERCIAL STRUCTURES, INC F' 0 Box 68845 Burien, Washington 98168 RE: Compressive Strength Test Results • Q-Lube 6810 South 180 Street Tukwila, Washington Dear Mr. McNeill, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Construction Services Manager Pacific Northwest Division WBT/sm GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Enclosures cc: ADAPT ENGINEERING CITY OF TUKWILA x‘10 Project No. 066-98115 • NksZ' " f‘0 140 4 4 4 ‘ 41 GYie-VO 1 Offices Serving The Western United States 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax: (253) 854-1757 sails : ; krazan & Associates, Inc. 25418 74th Avenue South Kent, WA 98032, (253) 854 -1330 Project No. 066 -98115 co. Code 3438 Pour Date 09 -28 -98 Report No. Weather Sunny Jurisdiction City of Tukwilla Permit No. D98 -0062 Project Q -Lube Engineer Not reported Location 6810 South 180th Street - Tukwilla, WA Architect Adapt Engineering client Commercial Strucutres, Inc. Contractor Commercial Structures Field Data Placement Area Footings Walls Columns Grade Beams Slab /Deck Slab X Pilings Other Grids Entrance and exit slabs to building. Supplier Miles Sand & Gravel Plant No. 3 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 1:30 n/r n/r n/r 6.50 61 70 Remarks Slab depth per approved plans. 6x6 WWF in place 3000 PSI concrete placed. .50 w/c ratio Inspector F. Adams Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 3438 -1 10/05 7 6X12 3438 -2 10/26 28 6X12 3438 -3 10/26 28 6X12 3438 -4 3438 -5 3438 -6 3438 -7 3438 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By Area 28.30 28.30 28.30 Site Mix Design Strength 3000 Wt. Max. Comp. Lbs. Load Str. (psi) 80000 2,820 119500 4,230 121000 4,280 2. Cone & Split Set # Date Reviewed 3. Cone & Shear Reported Batch Data Cement Type Type I -I I Design X Actual Mix No. 1550 Cem. lbs. 568 F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 2460 C. agg. lbs. 3 Sand lbs. 1573 Water Admixture Other Air Ent. (oz/cwt) /1 / /' 4. Shear Water Added on Job (gals.) 10 Items Inspected X Conforming Non - Conforming 09 -29 -98 Date Specimens Rec'd. Tested Break Test Method By Type DC 3 ASTM C39 DC 1 C -1231 X DC 2 Other Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) .& ASSOCIATESINC GEOTECHNICAL.ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Permit No 098-0062 Mr. Flick McNeill COMMERCIAL STRUCTURES, INC P O. Box 68845 Burien, Washington .98168 Compressive Strength Test Results Q -tube 6810 South 180t Street Tukwila, Washington Dear Mr. McNeill, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC C. "U William B. Throne Construction Services Manager Pacific Northwest Division WBT /sm Enclosures cc: ADAPT ENGINEERING CITY OF TUKWILA Offices Serving The Western United States 25418.74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax: (253) 854.1757 961I3 Irazan & Associates, Inc. Project No. 066 -98115 Cyl. Code Weather Clear Project Q -Lube Location 6810 South 180th Street Client Commercial Strucutres, Inc Field Data Supplier Miles Sand & Gravel Concrete X Mortar Prisms Grouted Cyl. Code 3211 - 1 Time Truck # 2:30 725 I Placement Area Footings Walls Columns SlablDeck X Slab Pilings Grids Building main floor slab, sampled at C - 5.5. Remarks Concrete placed via pump and mechanically consolidated. Inspector R. Ruch Laboratory Data Test Field Date Cure 09/01 3211 -2 3211 -3 3211 -4 3211 -5 3211 -6 3211 -7 3211 -8 Remarks Results Reviewed By 09/22 09/22 Ticket # 427474 Grout Ungrouted % Air Slump -- 4.0 Reviewed By Age Dim. Area 7 6X12 28.30 28 6X12 28.46 28 6X12 28.46 Codes for Break Types: 1, Cone 3211 Jurisdiction City of Tukwilla Design Strength 3000 Wt. Lbs. 2. Cone & Split Site Mix Plant No. 1 Flex Beams Other Conc. Air Temp. Temp. (F) (F) 76 75 Max. Load 79250 100000 99500 Grade Beams 25418 74th Avenue South, Kent, WA 98032, (253) 854 - 1330 Pour Date 08 -25 -98 Report No. Permit No. D98 -0062 Engineer Adapt Engineering Architect Contractor Commercial Structures, Inc. Unit Wt. Other Comp. Str. (psi) 2,800 3,510 3,500 Set # Date Reviewed fD p(� 3. Cone & Shear Reported Batch Data Cement Type Type I -I I Design 3000 Actual 3000 Mix No. 1550 Cem. lbs. 5687 F. Ash lbs. C. agg. lbs. 20460 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 15730 Water 363 Admixture Other Air Ent. (oz/cwt) 4. Shear Water Added on Job (gals.) Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. Tested Break By Type RF 3 RF 2 RF 2 Test Method Other 11 08 -27 -98 ASTM C39 C -1231 X Compressive Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) ' ► Krazan & Associates, Inc. Project No. 066 -98115 Cyl. Code 3090 Pour Date 07 -29 -98 Report No. Weather Sunny Jurisdiction City of Tukwilla Permit No. Not reported Project Q -Lube Location 6810 South 180th Street Client Commercial Strucutres, Inc Field Data Supplier Miles Sand & Gravel Plant No. 1 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 7:30 041 423875 -- 4.50 68 65 -- Placement Area Footings Walls Columns Grade Beams SlablDeck X Slab Pilings Other Grids Slab Remarks Concrete conforms to approved plans. Inspector T. J. Sandhofer Reviewed By 3090 -2 3090 -3 3090 -4 3090 -5 3090 -6 3090 -7 3090 -8 Remarks No batch weights available Codes for Break Types: L 1. Cone R 2. Cone & Split 25418 74th Avenue South. Kent, WA 98032, (253) 854 -1330 Engineer Not reported Architect Adapt Engineering Contractor Commercial Structures Site Mix Results Reviewed By � Date Reviewed /4 3. Cone & Shear Reported Batch Data Cement Type Design 3000 Actual 3000 Mix No. Cem. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (ozlcwt) Water Added on Job (gals.) 08/26 28 6X12 28.27 96750 3,420 RF 1 Other 09/23 56 6x12 28.19 108750 3,860 RF 1 4. Shear • 0 Items Inspected X Conforming Non - Conforming Laboratory Data Design Strength 3000 07 -31 -98 Cyl. Test Field Wt. Max. Comp. Tested Brt Recd. Code Date Cure Lbs. Load Str. (psi) By Type Test Method Age Dim. Area (p ) Set # y yp 3090 -1 08/05 7 6X12 28.23 83000 2,940 RF 1 ASTM C39 08/26 28 6X12 28.27 95000 3,360 RF 2 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION •October 13, 1.998 Mr. Rick McNeil • COMMERCIAL STRUCTURES, INC P 0 Box 68845 Burin, Washington 98168 RE: Laboratory Testing Q-Lube 6810 South 180 Street Tukwila, Washington Dear Mr. McNeill, In accordance with your request and authorization, we have performed laboratory tests on the soil sampled from the above referenced project site. The laboratory tests performed on the soil were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully, submitted, KRAZAN & ASSOCIATES, INC. WBT sm William B. Throne Construction Services Manager Pacific Northwest Division cc: ADAPT ENGINEERING CITY OP TUKWILA KA No. 066-98115 7,0 Offices Serving The Western United States •' 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax: (253) 854-1757 9$I1 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 135.5 pcf Optimum moisture = 6 % 128.5 pcf 7 % N c a) D 140 130 120 w 0. 110 o 100 90 80 70 Project No.: 066 Project: Tukwilla Q -Lube Location: NE corner of project Elev. /Depth: Stockpile Remarks: None Description: GW; medium dense light brown silty sand w/ rounded course gravel. Classifications - Nat. Moist. = NA % Liquid Limit = NA % >3 /4in.= 21.6% 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 2.6 0 5 ( COMPACTION TEST R&ORT USCS: Curve No.: 3323 MATERIAL DESCRIPTION Test specification: ASTM D 1557 -78 Method C Modified Oversize correction applied to each point 10 15 20 Water content, °A) KRAZAN & ASSOCIATES, INC. AASHTO: Sp.G. = 2.67 Plasticity Index = NA % <No.200= 1.9% Date: 10 - 25 - 98 25 30 35 40 Plate y..,A.tt;., t . ; !i,'� .'`.r t .;. 4. ..n.V.a 1. ��:'�.., �. ui4 {�ji4� MEMORANDUM TO Brenda Holt FROM Michael Jenkins DATE March 22, 1999 RE Landscape bond on Q -Lube, 6816 S. 180` Street (D98 -0062) I inspected the site today regarding the status of their landscape plan and if it had been completed. The landscape must be completed prior to the release of their bond dated March 10, 1998. Based upon my inspection, the following items do not meet the plan requirements Much of the Vibernum Davidii has already died or will die shortly • The area surrounding the freestanding sign has not been landscaped •;: The area along the front property line adjacent to S. 180 has not been barked Before the Bond may be released, these remaining elements must be resolved. A copy of the landscape plan is attached. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 . (206) 4313670 • Fax (206) 4313665 September 21, 1998 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINriiaIaI21 1998 CONSTRUCTION TESTING & INSPECTION Mr. Rick McNeil COMMERCIAL STRUCTURES, INC P 0 Box 68845 Burien, Washington 98168 RE: Special Inspections Q-Lube 6810 South 180 Street Tukwila, Washington. Respectfully submitted, KRAZAN & ASSOCIAT S, INC. William B. Throne Project Manager Testing & Inspection Division WEIT\DA\sm cc: ADAPT ENGINEERING CITY OF TUKWILA & ASSOCIATES, EV.0:;) E1VED Dear Mr. McNeill, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from September 4 to September 10, 1998. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports were in accordance with the approved project plans and specifications, and the 1994 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Offices Serving The Western United States Dean Alexander Registered Professional Engineer RPE No. 30508 25418-74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax: (253) 854-1757 • COMMUNITY DEVELOPMENT ICA No. 066-98115 Permit No. 098-0062 . 6 98115 dtudoc Krazan & AC ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 PROJECT #: ( 9f 1 f, s -4 PROJECT: — r+ -- PRESENT AT SITE: C LOCATION: (p elf) c /kV Sr- / ��f Jq COPIES TO: G5 f' KRAZAN PROJECT MANAGER: ( /7• WEATHER: STR CTURAL STEEL (ELD / SHOP A � WELDING 124 V.T. ❑ MATERIAL ID ❑ U.T. /� ❑ M.T. ❑ P.T. 6/14.7 j� Item(s) inspected: A . % oi+ �C 4r 7. --C . ( ..S" dr' 7/s4 - 7CS' Cexa-Auf....7 44.16 /ay 46‘ifts Avvis T (e X aryl CIAJ 6.8 Tp S'v rg S T 616 x 9 • F Leeeerenr Position: Process: Weld Type: Weld Size: Codes: To the best of my knowledge, the abov Superintendent /Representative: 4231 Foster Ave. Bakersfield, CA 93308 (805) 633 -2200 Welder qualification /certification verified for: WA.r't, CODOZ7% 3/16" FCAW C.P. AISC 25418 74th Ave. S Kent, WA 98032 (253) 854 -1330 GSA Fi' Cpl. No. OSHPD No. Permit No. _,9' ' CONTRACTOR: frefre I.O.R.: TE MP': t „ HORIZONTAL OVERHEAD Filler Metal: �� ygg' GMAW SAW ❑ Other: P.P. PLUG ❑ Other: 5/16" 3 /e" ❑ Other: TITLE 21 TITLE 24 UBC ASME r NOTES / ❑ DISCREPANCIES ❑ yam /\ % COMPLETE t c ±"..7Act s2_ /4ID Za4.C.Mc - '�' `ii' i &ttio l .f Q /Mk 6i@6k'r 4.14-5 ?,ter a>Z . S ' (�CP.C4N =" WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: AL.," 215 West Dakota Ayrinue 550 Parrott St. #1 123 Commerce Circle Clovis, CA 93612 San Jose, CA 95112 Sacramento, CA 95815 (209) 348 -2200 (408) 271-2200 (916) 564 -2200 FILE COPY 4itilKrazan GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 - !D - 73 PROJECT #: - 9S9/ PROJECT: CO - L U 5 LOCATION: rt(r A J l A KRAZAN PROJECT MANAGER: W ti & Associates, Inc. Permit No. DSA File /Appl. No. OSHPD No. CONTRACTOR: CeDv,n/si'c i A I.O.R.: 3 + PRESENT AT SITE: COPIES TO: WEATHER: S u,u N y ? 2 1998 Lprr TEMP: 7S — CA) s,' pt. r kree s C.L?c&J.I- 4 ab / -& iu caPiPIE. e c &)w 43 .Yb (Taut l i -- Rec C I .rotr ,pirOC ss3 c 58 f GJc7 s F ULJL , CZ.C 1 'PO J hL k - Lab Pc o cr -or- ma y , Superintendent/Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 21, 1998: Mr. Rick McNeill COMMERCIAL STRUCTURES, INC P 0 Box 68845 Burien, Washington 98168 RE: Compressive Strength Test Results Q-Lube 6810 South 180 Street Tukwila, Washington Dear Mr. McNeill, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. WBT/sm Enclosures ,,, • William B. Throne Construction Services Manager Pacific Northwest Division cc: ADAPT ENGINEERING CITY OF TUKWILA • Offices Serving The Western United States 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854.1330 • Fax: (253) 854-1757 911115.doc Kraian & Associates, Inc. 25418 74th Avenue Sou h : Kent, WA 98032, (253) 854 -1330 Project No. 066 -98115 Cyl. Code Weather Sunny Project Q -Lube Location 6810 South 180th Street client Commercial Strucutres, Inc j Field Data Site Mix Supplier Miles Sand & Gravel Plant No. 3 f i Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Time Truck # Ticket # % Air Slump 15:00 109 0423069 - 5.5 Placement Area Footings X Walls Slab /Deck Slab X Inspector R. Ferrier Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 3074 -1 07/28 7 6X12 3074 -2 08/18 3074 -3 3074 -4 3074 -5 3074 -6 3074 -7 3074 -8 Remarks No batch weiahts avail Results Reviewed By 08/18 28 6X12 28 6X12 Codes for Break Types: 1. Cone 3074 Pour Date 7/21/98 Report No. Jurisdiction City of Tukwilla Permit No. Not reported Engineer Not reported ;-~- .7 Architect Adapt Engineering Contractor Commercial Structuf±e) 2 2 1998 Columns Pilings Grids 3" structural sub -grade slab Remarks Concrete vibrated mechanically Reviewed By 2. Cone & Split Conc. Air Temp. Temp. Unit (F) (F) Wt. 72 83 - Grade Beams Other Design Strength 2500 Wt. Max. Comp. Tested Area Lbs. Load Str. (psi) Set # By 28.29 72750 2,570 RF 28.27 83000 2,940 RF 28.27 82000 2,900 RF Date Reviewed 3. Cone & Shear Reported Batch Data.• Cement Type Design Mix No. Cern. lbs. F. Ash lbs. C. agg: lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) Water Added on Job (gals.) 4, Shear Other ;_LOPMENT Actual 0 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 7/22/98 Break 1 Type Test Method 1 2 1 ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) i I ( Il. Kiaian & Associates, Inc. 25418 74th Avenue Sou Kent, WA 98032, (253) 854 -1330 Project No. 066 -98115 Cyl. Code 3133 Pour Date 08 -06 -98 Report No. Weather Overcast Jurisdiction City of Tukwilla Project Q -Lube Location 6810 South 180th Street Client Commercial Strucutres, Inc Field Data Supplier Miles Sand & Gravel Plant No. Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 6:15 -- -- 3.9 4.25 56 57 -- Placement Area Footings Walls X Columns Grade Beams Slab /Deck Slab Pilings Other Grids Exterior walls at full perimeter of building. Remarks Concrete placed via pump and was mechanically consolidated. Inspector R. Ferrier Reviewed By Laboratory Data 3133 -3 3133 -4 3133 -5 3133 -6 3133 -7 3133 -8 Remarks No batch weights available Results Reviewed By Codes for Break Types: 1. Cone R 2. Cone & Split Site Mix Engineer Not reported Permit No. Not reported Architect Adapt Engineering SP 2 2 1998 Contractor Commercial Structure Water Added on Job (gals.) IL Y, u 1 Reported Batch Data '�'i + W:�._��'i ° i� j i 1 = Cement Type Type I -I I Design 3000 Actual 3000 Mix No. Cem. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) 0 Items Inspected X Conforming Non - Conforming Design Strength 3000 Date Specimens Rec'd. 08 -07 -98 Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim. Area Lbs. Load Str. (psi) Set # By Type Test Method 3133 -1 08/13 7 6X12 28.10 79250 2,820 RF 1 ASTM C39 3133 -2 09/03 28 6X12 28.23 97250 3,450 RF 1 C -1231 X 09/03 28 6X12 28.23 96250 3,410 RF 1 Other Date Reviewed Cone & Shear 4. Shear 5. Columnar (Spilt) Compressive X Flexural Test Results X Conforming Non - Conforming • • ' 1 • • • 1 • • - • . • „ , . •• • • August 28, 1998 diliKraZan & ASSOCIATES, INC. William B. Throne Project Manager Testing & Inspection Division WBTWA\sm 4 44 •• GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION • Mr. Rick McNeill COMMERCIAL STRUCTURES, INC P 0 Box 68845 Burien, Washington 98168 • Special Inspections Q-Lube 6810 South 180' Street Tukwila, Washington Dear Mr. McNeill, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from August 20 to August 25, 1998. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports were in accordance with the approved project plans and specifications, and the 1994 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, .KRAZAN & ASSOCIATES, INC. CC: ADAPT ENGINEERING CITY OF TUKWILA Offices Serving The Western United States Dean Alexander Registered Professional Engineer RPE No. 30508 25418 . 74th Avenue South • Kent, Washington 98032 • (253) 854.1330 • Fax: (253) 854-1757 01111S MAN 1 • • , ■ I • Krazan & Associates, Inc. Material Field Report Project No. Weather Project Location Client Mortar Cyl. Code Slump (In.) �t+c - 140's Report Date Jurisdiction Q- Lc�BE 62/o .S'rxmr rt'g:r- '4A me faC. S /itaG. Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) XI Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing Specific Location(s) Grids Remarks W.42,c ,t) /t4vA.J �a3 4 e z Ate 4 45 AlacA.44,Azic. his "�X1L�"4T�. .► Concrete Cyl. Code Slump (in.) w Supplier No. of Samples Air Content Mix No. Design Strength Total Cubic Yards Placed /sso 3 Time Conc. Temp. (F) 12;.70 P/4 Air Temp. 175' 7, Grout Cyl. Code Slump (in.) Supplier No. of Samples C Total Cubic ' J Design Strength s Placed Time Air Temp. Grout Temp. (F) Type of Mortar No. of Samples Total C items Inspected Explain: Inspector V!IIM VAIII Date ; ._ ,.......... ...we. mca.+.s�^rtsxNIS1S3JAW :* 25418 74th Avenue South, Kent, WA 98032 (253) 854 -1330 Report No. Design Strength Yards Placed Engineer Architect Contractor Conforming Permit No. Page No. 098 -+hZ AtIAPr 11 Type of Structure Inspected Columns Slab -on -Grade Structural Slab Post - tensioned Slab Footings Pilings Grade Beams Walls Other (specify) Time Air Temp. Mortar Temp. (F) Non - conforming azan & -4sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /4•14-2 , 2a /958 PROJECT N: �� 9 /is PROJECT: _€ LOCATION: 61EVED S , _4n7"27- TGtet4h 04, KRAZAN PROJECT MANAGER: Air- 5 STRUCTURAL STEEL L� FIELD SHOP WELDING . V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Item(s) inspected: li(J g2!z . ,4 &.`45 2N /247-x- r �t,,�N1A-e_?vnAl n c 4 itlar%JZ Losatiarr- Welder qualification /certification verified for:1_tIC4L4ai Gt. Q.4b ( 4M solifoimA0A) .144,u fl Position: Process: Weld Type: Weld Size: Codes: 4231 Foster Ave. Bakersfield, C4 93308 (805) 633 -2200 3/16" To the best of my knowledge, the abov Superintendent /Representative: VERTICAL FCAW C.P. AISC ❑ NOTES ❑ DISCREPANCIES 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota Atu 0 e Clovis, CA 93612 (Z09) 348 CONTRACTOR «, ,.,..,, /i iG I.O.R.: 44C.F7r• .#6. PRESENT AT SITE: COPIES TO: C„ S` WEATHER: Cog_ ❑ % COMPLETE Technician: OSA( Appl. No. OSHPD No. Permit No. _ D98 - jF,2..._ HORIZONTAL OVERHEAD IN Filler Metal: Ci 7a8 GMAW SAW ❑ Other: P.P. PLUG ❑ Other: 5/16" 3 /e" ❑ Other: TITLE 21 TITLE 24 UBC ASME WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 550 Parrott St. *1 San Jose, CA 95112 (408) 271 -2200 TEMP: ( 123 Commerce Grcle .. Sacramento, CA 95815 (916) 564.2200, ..: a1.l+eN.•. • RECEIVED 4 451KraZan & ASSOCIATES, INC. August 18, 1998 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEE;WiefiumTy CONSTRUCTION TESTING & INSPECTION DEVELOPMENT • Mr. Rick McNeill COMMERCIAL STRUCTURES, INC •P 0 Box 68845 Burien, Washington 98168 RE: Special Inspections Q-Lube 6810 South 180 Street Tukwila, Washington Dear Mr. McNeill, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from July 17 to August 6, 1998. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports were in accordance with the approved project plans and specifications, and the 1994 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, • ICRAZAN & ASSOCIATES, INC. WBTIDAlsm Cc: ADAPT ENGINEERING CITY OF TUKWILA William B. Throne Project Manager Testing & Inspection Division Offices Serving The Western United States 1 3 • . o rt, Dean Alexander Registered Professional Engineer RPE No. 30508 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax: (253) 854-1757 KA No. 066-98115 Permit No. N/A NIIS eras K razan & Associates, Inc. Permit No. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DSA Flle/Appl. No. CONSTRUCTION TESTING AND INSPECTION OSHPD No. CONTRACTOR: 1.0.R.: F PRESENT AT SITE: LOCATION: — MI . 4 \ COPIES TO: KRAZAN PROJECT MANAGER: IS, II 71/1/2ir-.. WEATHER: C TEMP: . 75 .4 DATE: 11 PROJECT #: cx,0970/3 PROJECT: G - IX-- C \ /1t , %AA-A e;) .S 17— C c.. AU. ( 41--k UQc (r)n•N e■-) 1) Superintendent/Representative: Techn" n: PAGE of Krazan & Associates, Inc. Material Field Report Project No. Weather Project Location Client Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) X Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing Specific Location(s) Grids Remarks Cp s v /w2cila Concrete CyI. Code Slump (in.) Supplier No. of Samples Air Content 3 Design Strength Total Cubic Yards Placed Mix No. bzx Time Air Temp. Conc Temp. (F) is $3 .Grout CyI. Code Slump (in.) Mortar CyI. Code Slump (in.) Explain: Inspector 66,/ 5 5u LvbE__ 6,3,0 S c-#4 ■. rh S 1-rEs 4- Items inspected Supplier NC As �C _ 1, f i` 0 '■ cir• Report Date Jurisdiction C afi uet, o. of Samples Total Cubic Yards Placed Date f 7 as 'n 25418 74th Avenue South, Kent, WA 98032 (253) 854 -133 0 Report No. Engineer Architect Contractor Design Strength 'c Yards Placed Type of Mortar No. of Samples Design Strength Reviewed by :.;;mraesr; Permit No. Page No. Ic.ia pi- EAJc3 rnt & 54-r I. - fi:.5 Type of Structure Inspected Columns Slab -on -Grade Structural Slab Post - tensioned Slab Footings Pilings Grade Beams Walls Other (specify) Time Air Temp. Grout Temp. (F) Time Air Temp. rtar Temp. (F) Conforming Non - conform ng Date 4iSilKrazan & Associates, Inc. DATE: 7 - 29-90 PROJECT #: 064 - 98/1-5 - PROJECT: LOCATION: 4/Ff ittY)t- KRAZAN PROJECT MANAGER: fi e IA IV7 p o-ce GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 404 ( )1 Arefie.d. . sr)itlek Superintendent/Representative: Permit No. DSA File/Appl. No. OSHPD No. CONTRACTOR: Ca?I�!/ 1.0.R.: PRESENT AT SITE: COPIES TO: WEATHER: _KG.,,n f. l/ A p /a #ict ori i Tec cial n ■<-fra.e.Aa. /ICJ • PAGE of TEMP: -<Ve 1 ogyf'41r C.P Carctoie 0 01r,c0 • Pea azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: - 5 1 $ / PROJECT: r_L\._)\01.. LOCATION: LAI A- • KRAZAN PROJECT MANAGER: ( \ p ,e4e Pzc PL6A.) s , Superintendent/Representative: Technicia PAGE of Permit No. DSA File/Appl. No. OSHPD No. CONTRACTOR: ___C 1.0.R.: e, Fc_rr st.f PRESENT AT SITE: COPIES TO: WEATHER: S (,) g i.J I1J y TEMP: 70 OA) \:›T_ —S +Ft" L2ts yvv% i\X4..AD 1 0 OF_ ?5.-s-- c - 4<kfth,-/) Er Cy eV , (4■...s C5 c.ni\scorvv.ektQa F ius ce-)r e.f c,-)c.c? "kJ Concrete Supplier j/W, Z r., sa,u4 6 „ hitt Mix No. Time 4,0 ,/ « Q Cyl. Code Code Slump (In.) No. of Samples 7 Design Strength 3 E Air Temp. s-1 4',,75 Air Content -- Cubic Yards Placed '— Conc Temp. (F) Grout Supplier Time Cyl. Code Slump (In.) No. of Samples Design Strength Air Temp. Total Cubic Yards Placed Grout Temp. (F) Mortar I Time i Cyl. Code No. of Samples Design Strength Air Temp. Slump (In.) Total Cubic Yards Placed Malta p. (F) Krazan & Associates, Inc. Material Field Report Project No. Weather Project Location Client Explain: 06G 9»/ Co-4-(as* ............M.langtouxs,vorow•n-.0..onio. • sre-Vri■AirAro.,,h,S1,1TATs ■Iww C. Report Date Jurisdiction TuKu);c1...a L bt 6 /0 S, io t rtz - r - 1/4JKL,Ax1..a. Co yviPyrf-cA'21_ S r"'s Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire-proofing Specific Location(s) Grids Remarks 4,5;gzais c_. .c_ L,L) aL4.,5 Lt . c)\ U i' & L c A e ;t ()V &'■ e • 7 tv icsaLly Items inspected . 1EL 5 I tie-(e- _,541 Date 25418 74th Avenue South, Kent, WA 98032 (253) 854-1330 Report No. Engineer Architect Contractor Reviewed by Permit No. 1116 A Co f_r-c,t a L s iy,x,Avrts Type of Structure Inspected Footings Pilings Grade Beams Walls Other (specify) Columns Slab-on-Grade Structural Slab Post-tensioned Slab Conforming Page No. Non-conforming a /7 CAS # Components cis Vol 64742 -65 -0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -80 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0 -80 , 64742 -62 -7 Residual Oils (petroleum), Solvent Dewaxed 2 -6 84605 -20 -9 Polyolefin alkene amine 1 -5 68649 -42 -3 zinc Cl -C14 alkyldithiophosphate 1 -2 68648 -89 -5 Styrene - ethylene /propylene block polymer 3 -8 127883 -08 -3 Ethylene/propylene copolymer 0 -2 MATERIAL SAFETY DATA SHEET Material Name Quaker State Super Blend 10W -30 Motor Oil • Section 1 - CHEMICAL PRODUCT AND COMPANY Chemical Name: Petroleum distillate mixture Internal Part No.: Order Nos. 01206 (case /4x4 qt); 01210 (55 gallon); 01219 bulk Product Use: Manufacturer Information Quaker State Corporation P.O. Box 989 Oil City, Pennsylvania 16301 - -- -PHONE #: (814)676 -7676 EMERGENCY #: (814)676 -7676 Mfg. Part #NA Synonyms: Motor Oil C Section 2 - COMPOSITION / INFORMATION ON INGREDIENTS Component Information /Information on Non - Hazardous Components This product is not considered a hazardous product under 29 CFR 1910.1200 (Hazard Communication). All mineral oils used in this product have been severely hydrotreated and /or solvent refined. Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final product. Section Z0'd 200 00:2T AON None Sup. Part #NA - HAZARDS IDENTIFICATION Supplier Information Page : 1 Issue Date: 11/02/1994 NUS No.: QS - 017 IDENTIFICATION 01208 (5 gallon); Emergency Overview This product is a viscous amber liquid. It will burn at elevated temperatures (above 400 F). Addition of water or foam to the fire may Continued on next page... 1 b98- 0062. Rile: QC'h"f1! rtr sn r ., RECF11 /Ef rn•y Or TUr.V i'•.l ik 'fi:i1141i1 CENTS CAS M Components Percent 107.21 -1 Ethylene Glycol _ >95 7632 -00 -0 Sodium Nitrite <1 11130-12-4 Sodium Borate Pentahydratc <I 7631 -99-4 Sodium Nitrate <0.5 1310 -73.2 Sodium Hydroxide <0.5 6834 -92 -0 Sodium Metasilicate <0.5 Yr; Page of 6 Quaker State Corporation 225 F.. John Carpenter Freeway Irving, Texas 75062 Material Safety Data Sheet Material Name: Quaker State Antifreeze and Coolant * * * Section 1 Chemical Product and Company Identification * * * Chemical Name: Ethylene Glycol Product Use: Antifreeze in heating and cooling systems Synonyms: Order No. 69113 (6/1 gallon); 69110 (55 gallon dru Manufacturer information Phone 0 :(800)562.5928 Emergency if: (800)424 -9300 CHEMTREC ID: QS-103 General Comments Cl IENiTRL C Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, tire, exposure or accident involving chemicals. All non- emergency questions should be directed to customer service. * * * Se ction 2 - Composition / Information on Ingredients * * * I Component Information/Information on Non- H*ear d oua Components Other components are non - hazardous usin the criteria established in 29 CFR 1910. 1200 ( Hazard Communication). Emergency Overview Product is a non - flammable, green liquid. Product is a corrosive, amber aqueous solution with slight odor. This product is harmful by inhalation, when in contact with the skin and if it is swallowed. This product may be absorbed by the skin. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Addition of water or foam to the fire may cause frothing. Hazard Statements DANGER! (HARMFUL OR. FATAL IF SWALLOWED. Causes birth defects in laboratory animals. May cause kidney and nervous system damage. Potential Health Effects: Eyes This product may cause severe eye irritation. This product can cause prolonged vision impaientent, tears, swelling and redness. Potential Health Effects: Skin This product may be harmful if it is absorbed through the skin. Potential Health Effects: Ingestion This product may be fatal if it is swallowed. This product may cause nervous system damage if swallowed. Ingestion of large amounts may also produce nitrite poisoning including development of methemuglobinemia, cyanosis, nausea, vertigo, spasms, tachycardia and possibly coma. Cardiac failure and pulmonary edema may develop after ingestion of this material. Swallowing large volumes of ethylene glycol can lead to kidney damage. Cases of unconsciousness and nystagmus (an involuntary, rapid eye movement) have been reported following an ethylene glycol intoxication. Potential Health Effects: inhalation Excessive inhalation of this product may cause headache, dizziness, blurred vision, nausea and vomiting. Exposure to high concentrations of vapor may cause central nervous system depression. Exposure to vapors or mists may cause damage to the kidneys, liver, lungs and blood. nITY RECEIVED 60'd ^00' V0:cI 0.V7 hON * * * Section 3 - Hazards Identification * * * Issue Date: 07/17/96 Revision: 1.0000 Print Date: 7/3 1/97 `.: f1MIT CENTE=R ca 1 a ) 1Rr' CAS N Components Percent 64742 -53 -6 Petroleum Distillates, Hydrotteated Light Naphthenic 0.95 64742 -65.0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -95 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0-95 68649.42-3 Phosphorodithioic Acid, 0,o-di-c1-14-alkyl Esters, Zinc Salts 1 -5 Iq- ... �.-. ......- ._.......- ,....,.. -. . -. -. Material Safety Data Sheet Material Name: Quaker State Power Steering Fluid 1D: QS -082 * * * Sect i on 1- Chemical Product and Company Identification * * K ..rte Part Number: NA Chemical Name: Mixture Product Use: Synonyms: Order Nos. 67117 (12/12 oz.); 67055 (1 gallon) Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway -- . Irving, Texas 75062 Phone #: (800)562 -5928 Emergency #: (800 )424 -9300 CHEMTREC General Comments CUl;M1'RF.0 Emergency telephone number is to be used in the event of chemical emergencies involving a spill, teak, fire, exposure or accident involving chemicals. All non- entergenc • uestions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * Component Information/Information on Non - Hazardous Components .. Other components in this product are considered non - hazardous under the criteria specified in 29 CFR 1910.1200 (Hazard Communication Standard). All mineral oils used in this product have been severely hydrotreated and/or solvent refined. Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final product. Emergency Overview Product is a corrosive, amber aqueous solution with slight odor. Containers of this material may be hazardous when emptied due to remaining residues. Observe all hazard precautions. Extinguish tire with carbon dioxide, dry chemical, foam or water log. Hazard Statements 1Ianntul if inhaled, Harmful or fatal if swallowed. Launder or discard soiled clothes. Potential Health Effects; Eyes This product may cause irritation to the eyes. If irritation should occur, it is expected to be transient. Potential Health Effects: Skin No skin irritation can be expected from single short -term exposure to this product. Prolonged or repeated contact may produce some irritation. Vapors may also produce skin irritation. Product contains component(s) which may be absorbed through the skin. Potential Health Effects: Ingestion Ingestion can cause gastrointestinal irritation, nausea, vomiting and diarrhea. Potential Health Effects: Inhalation This product may be harmful by inhalation. Excessive inhalation of this material causes headache, dizziness, nausea and incoordination. Exposure to oil mist/fume/vapor may cause respiratory tract irritation. HMIS Ratings; Health: I lire: t Reactivity: 0 Pers. Prot.: goggles/gloves Hazard Seale: 0 - Minimal l Slight 2 Moderate 3 = Serious 4 = Severe *I* Chronic hazard Page 1 of 4n' 4 can' (Ito hn• c ^• ^ * * * Section 3 - Hazards Identification * * * Issue Date: 06/21/93 Revision: 1.0000 Print Date: 7/31/97 4111=MMI1121.■61911.=-7 RECEIVED CITY OF Tt.IKWILA PERMIT CENTER CAS li Components Percent 6474i-97-5 Distillates (petroleum), Solvent Refined Light Naphthenic 0-88 64742 -56 -9 Petroleum Distillates, Solvent Dewaxed Light Paraffinic 0 -83 64742 -55 -8 Petroleum Distillates, Hydrotreated Light Paraffinic 0 -88 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0 -88 64742 -65 -0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -88 Not Available Labe Oil Additive with Donated Polybutenyl Succinic Anhydride Nitrogen Functionali7,ed Dispersant, Subtituted Alkyl Phosphite, Methacrylate Copolymer and Solvent Extracted Mineral Oil 0 -12 64742 -38 -7 Solvent Naphtha (petroleum), Medium Aliphatic 0 -4 Not Available Methyacrylate Polymer 0-4 84605 -20 -9 Amines, Polyethylenepoly -, Reaction Products With Succinic Anhydride Polyisobutenyl Deri vitivcs 0 -4 Component Information/information on Non - Hazardous Components Page 1 of 6 Material Safety Data Sheet Material Name: Quaker State Dexron(R) iWLMercon(R) Automatic Transmission Fluid * * * Section 1- Chemical Product and Company Identification Part Number 3- 02- 10000, 3 -02- MI CO Chemical Name: NA Product Use: Automatic Transmission Fluid Synonyms: 406348 (12s1 qt); 06308 (5 gallon); 06309 (16 gall Manufacturer information Quaker State Corporation 225 F.. John Carpenter freeway Irving, Texas 75062 Phone *: (800)562 -5928 Emergency It: (800)424-9300 CHEMTREC Ceneril Comments CHLMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, Icak, fire, exposure or accident involvin chemicals. All non- emergene questions should be directed to customer service. * * * Section T - Composition / Information on Ingredients * * This product has been reviewed using the criteria specified in 29 CFR 1910.1200 (Hazard Communication Standard). Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final product. All mineral oils used in this . • •act have been severely hydrotreated and/or solvent refined. * * * Section 3 - Hazards Identification * * * Issue Date: 03/14/97 Revision: 1.0000 Print Date: 7/31/97 * ** ii): QS-940 Emergency Overview Product is a non - flammable red petroleum distillate mixture. Hazardous combustion products may include carbon monoxide, carbon dioxide, and oxides of boron and phosphorus. Containers of this material may be hazardous when emptied due to remaining residues. Observe all hazard precautions. Hazard Statements No information is available, Potential Health Effects: Eyes This product may cause irritation to the eyes. Putentlal Health Effects: Skin This product may cause irritation to the skin. Prolonged and/or repeated skin contact with this product may cause irritation / dermatitis. Prolonged or repeated contact may result in allergic skin sensitization reactions. RECEIVED CITY nr T +UKV/ ?:-A' P :HMIT CENTER CAS ft Components Pcrccut 112 -98 -1 Dibutoxy Tetraglyeol 2,5,8,11,14- pentaoxapentadecane 20.70 0 -30 143 -24.8 4353.28 -0 3,6,9, 12,15- pentaoxahepttdecane 0-30 89399 -28 -0 Dicthylene Glycol Methyl Ethers 0 -30 25322-68-3 Polyethylene Glycol 0 -20 112 -27 -6 Triethylene Glycol _ 0 -10 112-60-7 Tetraethylene Glycol 0 -10 4792 -15.8 3,6,9,12- tetrsoxatettadecane- 1,14 -dfol 0 -10 Material Safety Data Sheet Material Name: Quaker State DOT 3 450 F Drake Raid Part Number: NA Chemical Name: Mixture Product Ute motor vehicle brake fluid Synonyms: 67041 (12/12 oz); 67064 (1 gal) Manufacturer Information Quaker State Corporation 225 E. John C,arpentcr Freeway Irving, Texas 75062 * * * Section 1 - Chemical Product and Company Identification * * * ID: QS-080 Phone n: (800)562.5923 Emergency M: (800)424 -9300 CIIEMTRLC General Comments CIIEMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, tire, expos ure or accident iavotvin. chemicals. All non- emergency questions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * C omponent Related Regulatory Information This product may be regulated, have exposure limits or other information identified as the following: Glycol ethers. Component Tnformation/Information on Non - Hazardous Components The manufacturer has claimed one or more hazardous ingredients as trade secret under the OSHA Hazard Communication Standard. Other components are non - hazardous using the criteria established in 29 CFR 1910.1200 (Hazard Communication). Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final roduct. * * * Section 3 - Hazards Identification * * * Emergency Overview Liquid and vapor may be irritating to the eyes, skin and respiratory system. Extinguish fire with carbon dioxide, dry 'chemical, foam or water fug. Excessive inhalation of this material may cause headache, dizziness and incoordination. Hazard Statements WARNING! IIARMFITT. OR FATAL IF SWALLOWED. EYE AND SKIN IRRITANT. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health Effects: Skin Prolonged and/or repeated skin contact with this product may cause irritation / dermatitis. Potential Health Effects: Ingestion Ingestion can cause gastrointestinal irritation, nausea, vomiting and diarrhea. Potential Health Effects: Inhalation F-xeessive inhalation of this product may cause headache, dizziness, blurred vision, nausea and vomiting. This product may cause irritation to the respiratory system. REC lVr_il CITY CI ' O: , LA HMIS Ratings: Health: I Fire: 1 Reactivity: 0 Pars. Prot.: goggles/gloves Page 1 of 6 Issue Date: 12/06/96 Revision: 1.0000 ,- • a Crlr1 n�) "0 • C T 1 6 n" nf1�i /l ^n I n r Print Date: 7/31/97 PERMIT CENTER cot , nR o+'- CAS # Components Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic l— deceae, homopolymer, hydrogenated Percent 40 -65 20 64742-65-0 68037 -01 -4 _ 64742 -54.7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0 -25 Not t Available Lube Oil Additive with Zinc Salt of Dialkyldithiophoephoric Acid, Doratcd Polyisobutenyl 7-10 Succinic Anhydride Nitrogen Functionalizd Dispersant, Magnesium Alkyiaryl Detergents and Solvent Extracted Mineral Oil Not Available Aube Oil Additive with Ethylene and Propylene Copolymer 5 -8 Not Available Lube Oil Additive with Dialkyl Fumarate and Vinyl Acetate 1 -2 Not Available Lube Oil Additive with Sulfurized Hydrocarbon in Solvent Extracted Mineral Oil <1 . . 4' Material Safety Data Sheet Material Name: Quaker State 4X4 SAE IOW -30 Motor Oil * * * Section 1- Chemical Product and Company Identification Part Number: 3- 01 -0(6CO Chemical Name: NA Product Use: Motor Oil Synonyms: Order Nos. 14424 (ease/6XIgt); 14410 (55 gallon) Manufacturer information Quaker State Corporation 225 F. John Carpenter Freeway Irving, Texas 75062 General Comments CHEMTRF.0 Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, fire, =Insure or accident involving chemicals. All non - emergency • uestions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * t .omponettt Intorma ton/informatlon on Non - Hazardous Components+ All mineral oils used in this product have been severely hydrotreated and/or solvent refined. This product is considered hazardous under 29 CFR 1910.1 200 (Hazard Communication). Page I of 6 Phone #: (800)562 -5928 Emergency #: (800)424 -9300 CIIEMTREC * * * Section 3 - Hazards Identification * * * ■MIIIIIMMINI•111==■••••11R, AIMOMMI3 Emergency Overview This product is a viscous amber liquid. It will bum at elevated temperatures (above 370 degrees F). Addition of water or foam to the fire may cause frothing. Use dry chemical or carbon dioxide for small tires, water spray or foam for large fires. Hazard Statements No information is available. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health F;ffects: Skin This product may cause irritation to the skin. Prolonged or repeated contact with skin may cause mild irritation and possibly dem:atitis. Potential Health Effects: ingestion No significant adverse effects are expected upon ingestion of the product. ingestion of this product may cause nausea, vomiting and diarrhea. Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury, possibly death. Potential Health Effects: inhalation Low vapor pressure makes inhalation unlikely at standard temperatures and pressures. Inhalation of oil mists or fumes con ,. cause irritation of the nose, throat and upper respiratory tract. Repeated and prolonged overexposure to oil mists may result in droplet deposition, oil granuloma formation, inflammation and increased incidence of infection. Breathing mists llniay l\ Ef j „ cause dizziness and/or pulmonary irritation. CITY ' J. <V%./LA Issue Date: 02/28/97 Revision: 1.0000 Print Date: 7/31/97 * * * ID: QS-013 PERMIT CENTER • CAS ii Components Percent 64742 -54-7 Petroleum Distillates, Hydratreated Heavy Paraffinic 0.95 6474'2 -65.0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic Poly olefin alkene amine 0 -95 3 -5 84605 -20 -9 68855.45 -8 Calcium dodecylphenylsulfide 2-4 64741 -88 -4 Petroleum Distillates, Solvent - refined Heavy Paraffinic 0 -5 Not Available Acrylic copolymers (CAS error. n/a) _ 1 -3 Not Available Zinc dialkyl dithiophosphate 1 -2 68649 -42 -3 Zinc C1 -C14 alkyldithiophosphate 1.2 Not Mailable L.ube Oil Additive with Dialkyl Fumarate and Vinyl Acetate 1 * * * Section 1- Chemical Product and Company Identification Part Number: 3- 01 -136C0 Chemical Name: NA Product Use: Motor Oil Synouyms: Order nos. 04306 (case/4x4gt); 04808 (5 gallon); 0 Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway Irving. Texas 75062 Page 1 of 6 Material Safety Data Sheet Material Name: Quaker State HDX 15W40 Universal Fleet Motor 011 Phone X: (800)562 -5928 Emergency 0: (800)424 -9300 CHEMTREC General Comment., CHF.MTRIIC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, tire, exposure or accident involving chemicals. All non-emerge= uestions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * C omponent information/Information on Non - Hazardous Components 'this product is considered not hazardous under 29 CFR 1910.1200 (Hazard Communication). All . mineral oils used in this product have been severely hydrotreated and/or solvent refined. Exact composition of this product will vary with availability of materials. All ingredients listed above ma not always be included in final roduct. * * * Section 3 - Hazards Identification * * * Issue Date: 03/17/97 Revision: 1.0000 Print Date: 7/31/97 * ** ID: QS -031 Emergency Overview This product is a viscous amber liquid. It will burn at elevated temperatures (above 410 degrees F). Addition of water or foam to the fire may cause frothing. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Hazard Statements No information is available. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health Effects: Skin Prolonged or repented contact with skin may cause mild irritation and possibly dermatitis. Contact with liquid may produce severe skin irritation including redness, inflammation and chemical burns. Potential Health Effects: Ingestion No significant adverse effects are expected upon ingestion of the product. Ingestion of this product may cause nausea, vomiting and diarrhea. Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury, possibly death. RC_C:r:l\T o CITY (fir. 3 L ' .": LA PERMIT CENTER CAS # Components Percent 64742..62 -7 Residual Oils (petroleum), Solvent Dewaxcd 55 -60 64742 -65 -0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 25-35 72162 -26 -6 Olofin sulfide 2-5 71888 -91 -0 Alkylamine :salts of phosphoric acid eaters 1-2 Part Number: NA Chemical Name: Gear Lubricant Product Use: Page 1 of5 Material Safety Data Sheet Material Name: Quaker State UIish Performance 80W90 Gear Lubricant * * * Section 1- Chemical Product and Company Identification * * * Synonyms: Order Nos. 60138 (case \ 12xlgt): 60125 (35 lb); 601 Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway Irving, Texas 75062 Emergency #: (800)424 -9300 CHEbfI'REC >;.mergency Overview I1 ••. . •- • I l? 1+ -• Phone #: (800)562 -5928 General Comments CHEMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, tire, exposure ur accident involving chemicals. All non -emer: ency questions should be directed to customer service. * * * Section 2 - Composition / Information on ingredients * • 'Component Information/Information on Non - Hazardous Components The manufacturer lists no ingredient; as hazardous according to OSHA 29 CFR 1910.1200. All mineral oils used in this product have been severely hydrotreated and/or solvent refined. * * * Section 3 • Hazards Identification * * * IRMIS Ratings: Health: 1 Fire: 1 Reactivity: 0 Pero. Prot.: chemical goggles/gloves Hazard Scale: 0 - Minimal 1 - Slight 2 - Moderate 3 - Serious 4 - Severe • - Chronic hazard * * * Section 4 - First Aid Measures * * * �• First Aid: Eyes Flush eyes with large amounts of water for 15 minutes, Get medical attention or advice. ** This product is a viscous brown liquid. It will burn at elevated temperatures (above 390 deg F). Addition of water or foam to the tire may cause frothing. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Hazard Statements None. Potential Health Effects: Eyes This product is irritating to the eyes. Contact with liquid may produce severe eye irritation, causing severe conjunctival irritation, corneal defects and possibly permanent loos of vision. Temporary redness or burning may occur. Potential Health Effects: Skin .Prolonged or repeated contact with skin may cause mild irritation and possibly dermatitis. Potential Health Effects: Ingestion Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury.. Potential Health Effects: Inhalation High vapor /aerosol concentrations may be irritating to the respiratory tract. Vapors may irritate mucous membranes. Exposure to high concentrations of vapor may cause central nervous system depression. Issue Date: 12/15/94 Revision: 1.0000 Print Date: 7/31/97 10: QS-042 CITY (v PERMIT CE:N -1.0.1 Telephone 425 , 151-1232 • Fax , 125 451-1841 rogero(4)nsvlink.com Roger 01Ienburg and Aiiociates Architectural and Development Services .555 116th Avenue NE, Suite 155 • • Bellevue, Washington 98004 • • ',. 15 6 NS CORRECTIONS AND CHANGES May 13, 1998 Plan check No: D98-0062 • Q-Lube , esponse to Tukwila Building Division plan review comments, dated April T,,1998. Two sheets have been revised, A-5 and A-9. Revisions have been clouded. 1 Sheet A-5, Detail J, specification for rigid fiberglass insulation has been added. Manufacturer's specification data sheets (5) attached. 2. Sheet A-9, Floor Specification, specification for the Toilet floor has been added. Type* Thickness - inches (Thickness - mm) (/5100 ** ( Shaftwall 1 1/2" (38). 24" x 96" (610 x 2438) US 150 ** 1, 1 1/2, 2 2 1/2, 3 3 1/2, 4 (25, 38, 51, 65, 76, 89, 102) I/S 225 1, 1 1/2, 2 2 1/2, 3 3 1/2, 4 (25, 38, 51, 65, 76, 89, 102) I/S 300 1 , 1 1/2,22 1/2,33 1/2,4 (25, 38, 51, 65, 76, 89, 102) *All densities are available in board form and standard sizes of 24" x 48" (61cm x 122cm). Non - standard lengths and widths pre -cut to meet specfic dimensions can also be furnished upon request_ __ ____ * *Also available in roll form, 16 ", 24" and 48" (41, 61, and 122cm) widths. 1nSUI- Jtilt.LU119 Description Sizes: Insul- SHIELD® Shielding Your Tomorrows Insul- SHIELD® MSDS Insul- SHIELD® Insulation is a series of thermal and acoustical insulating products used in exterior curtain walls, cavities, and other general commercial construction applications. Because of their rigidity, Insul- SHIELD® boards can be used where framing is not present. I/S 100 is often used as shaftwall insulation. Insul- SHIELD® (I/S) - Semi -Rigid and Rigid Fiber Glass Insulating Boards Composition and Materials: Schuller Insul - SHIELD® insulation is made from inorganic glass fibers bonded with a thermosetting resin and is preformed into semi -rigid and rigid boards. The insulation is available in varying densities and is furnished unfaced or with FSK, PSK, or black or white mat facings. (US 100 is available unfaced only.) Limitations: Product should not be exposed to weather during shipping, storage, and installation. For limitations of use, check applicable building codes. Page 1 of 5 R CE] ED MAY 1 8 1998 TUKWI LA PUBLIC WORKS http://wwwjm.corn/commercial/insulshield/index.html com/ commercial /insulshield/index,html 5/ 14/98 Product and Thickness US 100 Nominal Density (Unfaced) — 1L(pc0 _ 1.5 (kg/m [24 NRC 1.00 I US 150 - 2" (51 mm) I/S 225 - 2" (51 mm) _1125 ASTM C -612 Type IA [36 48 1.05 j 1.05 1 I/S 300 - 2" (51 mm) _J[0 ` � *Per ASTM C-423, A- mounting Type US 100 US 150 US 225 US 300 ASTM E -136 X X X X ASTM C -612 Type IA X X X X ASTM C 612 Type IB X ASTM E 84 Fire Hazard Classification, 25/50 or less X X X X ,ASTM C 665, Type I xX X C ASTM C 665, Type II or III, Category I X HH- I -558B, Form A, Class 1** - — X X HH -I -558B, Form A, Class 2 ** - r — X HI-1 -I -558B, Form B, Type I, Class 6 * ** X X HH- I -558C, Form B, - -_ Type I, Class 7 IC 1 X ___ F (State of California Insulation Quality ufSUI- artttLuuy Technical Data Applicable Standards:Insul - SHIELD® meets air erosion standards up to 1,800 fpm (9.14 m /s) per UL 181. Fire Hazard Classification: (ASTM E -84) Flame Spread < 25 Smoke Developed < 50 Meets NFPA 90A, 90B, and FHA as either plain insulation or on a composite basis. Acceptances:ICBO, BOCA, SBCCI Sound Absorption Data* Specification Property Compliance Page 2 of 5 RECEIVED, MAY i 8 1998 PUBLIC , �WORKS http: / /www.jm.com/ commercial /insulshield/index.html 5/14/98 lliSUL- Jn1CLL 1) _ II " *When ordering material to comply with any government specification, a request for certification must appear on the purchase order. Government regulations prohibit the certification of compliance after shipment has been made. Standards, Title 20 Thermophysical Properties *: 'r *Replaced by ASTM C 612, Type IA or 1B. ** *Replaced by ASTM C 553, Type I, II and III. http://www.jm.corn/commercial/insulshield/index.html RE CEIVED HAY 1 8 1998 PUBLIC Page 3 of 5 5/14/98 Product Name K -Value Btu /ft • h • °F Thickness (inches) _ - - - C _� -- - ^ BTU /hr • ft • &$176;F) ( ) -- - - R � 2 • ° (hr • ft FBTU) 1 / S 100 K =0.25 1 1 /2 0.18 5.6 Us 150 K =0.24 1 0.24 I 4.2 11/2 0.16 F 6.3 2 0.12 8.3 2.1/2 0.10 10.4 3 0.08 12.5 31/2 0.07 14.6 4 0.06 16.7 L US 225 K =0.23 1 0.23 4.3 11/2. 0.15 6.5 2 0.11 F 8.7 2 1/2 0.09 10.9 3 0.08 13.0 3 1/2 0.07 15.2 4 0.06 17.4 -- 1/S 300 K = 0.23 ------- ---- - - - 1 F 0.23 4.3 1 1 /2 0.15 J 6.5 8.7 2 0.11 2 1/2 r 0.09 10.9 3 0.08 13.0 3 1/2 0.07 15.2 - - - - -- __ - - - -- - 0.06 -- - J�_ 17_4 lliSUL- Jn1CLL 1) _ II " *When ordering material to comply with any government specification, a request for certification must appear on the purchase order. Government regulations prohibit the certification of compliance after shipment has been made. Standards, Title 20 Thermophysical Properties *: 'r *Replaced by ASTM C 612, Type IA or 1B. ** *Replaced by ASTM C 553, Type I, II and III. http://www.jm.corn/commercial/insulshield/index.html RE CEIVED HAY 1 8 1998 PUBLIC Page 3 of 5 5/14/98 Litaul -till LILLLVY rage 4ot 5. Installation Insul - SHIELD insulation can be easily cut and friction -fit between vertical or Z- shaped framing. The insulation can also be installed with impaling pins or with suitable adhesives (be sure to follow the manufacturer's recommendations for surface preparation and adhesive pattern). Recommendations and details regarding installation are available through your local sales representative or insulation contractor. Pin Patterns for I/S: I/S 100, 150, 225 and 300. Pins should be placed approximately 3 " -5" (76mm- 127mm) from the edge(s) of the product. Availability And Cost http://www.jm.corn/commercial/insulshield/index.html RE'CEJVED NAY 1 8 1998 PUBLIC, WORKS 5/14/98 Product Name K -Value Watts /m • °K Thickness l (inches) CSI • (Watts /m °K) RSI (m • ° K/Watts) ■ us 100 38 1.02 .099 Us 150 25.4 1.36 0.74 K =0.035 [ 38 0.91 I 1.11 51 J 0.68 1.46 64 0.57 1.83 76 0.45. 2.20 89 L _ - 0.40 0.34 2.57 - 2.94 102 j Us 225 K = 0.033 25.4 1.31 0.76 38 _J 0.85 1.14 51 0.68 1.46 64 0.51 J 1.92 76 0,45 2.29 89 0.40 2.68 102 0.34 3.06 Us 300 K = 0.033 25.4 _ 1.31 0.76 38 0.85 1.14 51 0.62 1.53 64 0.51 1.92 76 0.45 2.29 89 0.40 2.68 102 0.34 L 3.06 Litaul -till LILLLVY rage 4ot 5. Installation Insul - SHIELD insulation can be easily cut and friction -fit between vertical or Z- shaped framing. The insulation can also be installed with impaling pins or with suitable adhesives (be sure to follow the manufacturer's recommendations for surface preparation and adhesive pattern). Recommendations and details regarding installation are available through your local sales representative or insulation contractor. Pin Patterns for I/S: I/S 100, 150, 225 and 300. Pins should be placed approximately 3 " -5" (76mm- 127mm) from the edge(s) of the product. Availability And Cost http://www.jm.corn/commercial/insulshield/index.html RE'CEJVED NAY 1 8 1998 PUBLIC, WORKS 5/14/98 Filing Systems is available throughout the United States. Cost: Contact your local sales representative. Warranty Maintenance No maintenance required. Technical Services Johns Manville provides technical services through local sales representatives, zone offices, and distributors. Contact Johns Manville, Product Information Center, PO Box 5108, Denver, CO 80217 -5108. Phone: (800) 654- 3103. • SPEC -DATA® II •: Sweet's General Building File- 07220/MAN • Schuller publications: o Commercial Building Insulations Brochure (1-110 -726) o Technical Brochre (I-HG -1068) o Sound Control Insulations Contact PI" i . f l i t I • . UIJUI-J► ►ILL' ►YVY http: / /www.jm,com/ commercial /insulshield/index,html t%age'`ot 11 ;:i wvossef. -.2..,;J.evtomiu. c, vxetuve... w gematewar7toraz 4-44ee erta EuS+SL'rnsem. %! evrz kipreetr teYl3 C 06/10/1998 15:45 425- 451 -1841 ' Peab -02 -98 03:37P T Elasto- Shield SERIES 262 Pitt it 11 t I I'Hl It II I GENERIC DESCRIPTION (OMAiON USAGE (O:011 FINISH PERFORMANCE CRITERIA ( ()AIItiI. •,sit AONESION PROMOTER AND PRIMER TOPCOATS s1 HI,\( I PHI. t'.\H IIO1 STEEL GALVANIffO STEEL CONCRETE All SURFACES II ( iItil( :1I i\A 1A VOIUMI SOLIDS RECOMMENDED OH CURING TIME VOLATILE ORGANIC COMPOUNDS IHEOREIICAI (OVERAGE NUMIItR OF COMPONT1S PA(AGING HET WEIGHT FIR CATION APPROX. SNIPPING WE!GNi STORAGE TEMPERATURE /NC Mcttttfietl Polyurethane Cltt;tniial- and abrasion- resistant elastu' t rut• membrane with eztrrti(m :d .trtngth ;tr•.tl flexibility ideally suited for environmental reciuirtnlcnts u1 mute Containment fir pri :n ;.n or xvcutldary containment. spray applied. it forms the monolithic. impermeable liner rc\quired for r;trtlt collec7ic'n dnd catch basins. f e(native ponds and fountain,. rr.ert•nir. cooling towers, dams aril .pillwa }�. Black Gloss. Note, Prolonged I II I or t:xposnn• will enure'luut :ning nt tilt• fini.h. Exten.;ce test fiat :t available. Contact your'I'ntmet representative- t %ret•ite rt•sul:. Steel: Series (Its. 69, 161. 163. 36t) Galvanized Steel and Non- Perron* Metals: Stvrh•. (,h. 0 161, 16 266 Concrete; .' dt pruning or Series (10, 69. 161, 103 CMU: Nelt printing Ili•:woes (JO. (t). 101. 1(,3 Note: The use of the recommended epoxy primer will greatly reduce ihr I i itra$ tendency of Cnn, rate and C Ell () oullt;cs —;I frequent eau *► Of pt:lyuretbane Inrt'n; t babbling. 'see also Caution statement a' API'lit:ATtON. Series lip – Optional, when additional CAI protection or a color e•na is tle•rtirctl. Immentlan Sertrieet SSPC -.P11 Ncar•Whitc Blast C1s fining Non- )tnmerslon Service: SSPC•SP6 Cumrncrcial Mast cleaning Surface prri,arutitln recolnlnentl :Ition:t will vary depending on substrate and exposure contlitions..Contacl your 'I'neittee' repro; enl:utir.' nr Tnetrex Technical Services. Allow new eontrctc to cure 2A days. HruNlt - off blast u!1 surrovr +. sat l la::ttt :tihirld Appli- cuuun Guide fur .addition :11 instruction.. Mot be Clean. dry and free of of :, grta. -'. turn relea.c ;rgt•ns. curing cr,cnl>,Itlnds%nrinl)rincs sealers. hardeners anti other ctlnl : H ?.o t 2.11% rmixr(I) 50 to 10O dry mils t 1270 to 2541) microns) by spray. Multiple poises al timed intervals are required to achieve reewntrtcndtd dry tilts thicknc.+. cm vortical sud:u'(•,•. riming i.. dependent upirn material and substrate temperature-4. Ste Eiasttt•hititl Application (:uitlr for .t(Iditinnal instructions. lop to 125 nuts ( 3175 micron.) per coat by 'yteeegee Temperature initial Cure *trout Immersion 4 to .1 hours r I to i II,!Itr.. i t)i h J (Turing time varies with ;fir N substrate temperature. air nittt•tmt•nI. humidity and Iilm thickness. Note: C1tnt :1C1 your Tne111C•C•representative for curing ri me • involving +evert .IbI'tlsion anti traffic applications. Also. scarify the .Ilrfat anti apply a chat nt Buries 260 'forme -Hand before actuating it the maximum roY•1)at time h:l% been exceetirtl Unthinned ti.wr 1h: )1011 )n (104 Soanhvl :Col 1.396 mil sq ft /gal (34.2 nt',L at 25 microns), See /IMPLICATION to► iuvor :I t• r:ut•■• Two start A and Part li KO' (()Nats'I or! r 5 liaCun Ku 'S'1. I 4'(t – at tit mils PA.*T A PART 0 (Partially f ; ::\al I l Pathan). filIcti 1 Cu .: gallon p.til 't: K.Ihttlt plastlt' utt: H Pi a . 25 II). (.4.71 . kg) I mowO) S.4.1llt.in Kitt •10 Ih. t 21 kg) Pal Minin 21j °p Co -CI Mot H: , Iirlitnlom 't+•r (21't') Ii t i.iu.., I•N.. I`\ I .1.•..,..• t...ww,'. 1... ROGER OLLENBURG 767 751136 Maximum l iota (43'( :) .%I ;tscintunt 4 )e•F (w('; I•'At_t U2 Nilsen Mixed . ] igallun. I Is t) L) .01 RECEIVED JUN 1 0 1996,, TUKWILA PUBLIC WORKS Gun Cativo 204.0011 Fluid 1 Norsk Mr Gap Air (Huse Ili Mst'I Huse ID Aluntizing Pressure truing = fluid Pressure I, 167.111 160.6%H I(0.660' IOO bl.. 1 /14" min (9.S inoti 3•4• still 119 (1 fum) I - 411.11111 p.i I2.H•6.') bar) 2o(•I)7Il )(1:I l'o.Altlt'II rum(( 1S0•Mut.i psi 114 1.4S L haul :15U•MU11 psi bar) 124 1.55 bar) hillks 7112 it • I14 Pole 4 7 - /N" 3/I4 it' 201' lig• min. (9.5 nun1 3.'4' min (10.0 n1n11 411•IU11 psi . 9 I1url I2.H(a 4 1 - ci470 i1 C:nm.1 hump 06/10/1998 15:45 425 - 451 -1841 Feb-02-98 03: 37P TL INC SERIES 262 FIasto Shic1d i1 MOINE ASSISTANCE SHELF uFE WS MINI. SETA MEIIMI E; SA M CAUTIONI COYI1AGE VIES AWING POI OH' (MINNING SURFACE i EMPU*IUAE AtiIKAiIONEOUIPMENT Dry Mils' (Microns) 10.10n II 270.25.10) Val• r oii.11'01011'@ 411••■•••.,. •.M r... r. r.• , err.,.. • •.•.• ... .. ... . Wet Mils' (Microns) 55.1)0 (140f.2Ht)n) NI:o iiuunl I21Y1' ti19 ROGER OLLENBURG 6 767 7568 I 1 ( iINI( \I 11 \ 11.141in (1 (Dry) Continuous 201)'1 t') ° ( :) Intermittent 25111 Part A: 2 ylaf. and Pat U• tl rnnntll. :11 metu11111it•ntlktl ■feral((• temperatures. Part A: 101"F (WC) tare N: >250 (121'C1 This product Corn:Oils chemical ingrvtlirnls which are einl.iderutl Nix :tr,inus !(r :)tI 1'unl:unt'r lapel warning anti Material S:il't' y 1Jata Sheet for important health :Intl safety to the use of this ptodutt. Keep out of the reach of children. .\►•Pl is . 1111)x. All tnaa•rial, t'ryuip supply and .urfa(rs t1) be coaled must be kept dry. Do not apply lvhcn wet we•lthcr Or wet t•).Nlllitiom may occur within 4 hour. of appiicrlit Do not apply ill direct wnlight. %1:Neriai must he applied when surface !cower :tures;ire stable or in a descend- ing pattern. !(f to 1 lasso- .hicl) Application tittitle for further instructions. • Spray application on vertical surfaces requires multiple passes to achil•ve minimum lilnt thickness. Caution' Do not apply when surface temperature IS Wow sow ( 10 material icmpee turc al (idle of :Willilation most he a minimuln of GUI: (!G'C1. Allow for oversprav anti surface irregularities. Applie(IUun of Coaling below minimum recommended dry film thickness may adversely affect coating performance. (km' u 1/2• (S.5 amp) variahlc tIily t1 drill with a thvw:dl mud or plaster mixing Mall,;. l mix the entire corm:ne of I':1n A tile pail supplied. While continuing agitation, slowly add the entire contents of the Nan h jolt ant! mfr Air 3 minute.. dotes Do ncil vary therm: Jiret1ion4. Also, (Iles(• )n:ucnals are suck.ijje ! by weight and the ratio or pall A and Pan 13 should nu( be altered. Refer u, I:Iaalo•Sltieltl Application Cuidk• I,w irthlitiunal information. i5 ( at (10'1: (169:) iO nrinules at 70'1: 121 °C1 20 minutes at HO (17•(:1 1(1 minutes :u'90'I' 132 ° CI • Values are for pouring k alul aprcAthnl; applitaiuns..Sprayablr. times will he somewhat less. Caul recommended hliniuuun 5 t) • I t II)'C) Ala Se ra)• Sq P1/Gal (tti9G 11) 1•i.'i•2f+.9 (1.3.2.7) initlru0:10 prior t Pump must hat•c : minimum nt 2 pint delivery. • I'Iefctted Air ( :ap slesigII.ltien Vertical Surfaces; A functionaI coat 041 litaau•shit'Id may contain •nnrl' rum ;1nt1 .roi 9ackrolling can help ulleviatc till' condition. Horizontal Surfaces: MUChf•:I tettleegee. Refer en hlaaln•Shieltl Apo:le: dl,ln t.,i idlt CLEANUP Flush :Intl ■'lean all equipment immediately Mier use will% IOInerai .pi,i1• $ listed pressure is al gun. WIMU•111 t name Or 111011 tuHUll 10 (1.111.1. lw 00 as 014 4•1 m 144•15 10101 few •14. hs 4'ww /• 4Wa0 tI /Nutt tunas•• 'a hi 01)00)11, tli(I,a) 1. 1 1 1 MOW IwatwIe.I M M tutu 01 AV 01411 WIWI,. mil WO D1 011140. 0f:0e1f 11,1110111111110 10, Yt WK. estlurr II rt/(M sra&'lm M I1n(t11PS 1,*10n1t1t MAI( Nil Olt 10 WIIY1t111t1 1100 is MS(IS110101 let 1 0(1 Mlllp Ill Wro'11M Ili come v Morn 1•••11 (tow( pd, pp It In 3131 OM I •• 14.1.14 0+01 Ar s 11•1•1. / 1• p441 1•!/11. 1.10 • Ohl It 11•40 Nr(h'sour•(. Sal Oak. a, w1103 01OO•■•l• 04.6411 Ito l%: •10113 10) ylls 1,14.941 'i•;O0 •,,'rain• :naI•uly room) 01111 CIMf 1 33 1 11M 13 131113331 14111'.1411 N 1(1%114 h! NMI hi Ns IgIM Il 114 ,111nn, 4113. Vd M M mow Ml 31 .4••• It 16 1,411 I .• 1.1111 • .114' 11 i1 IPA I1 W 1. It1 Ia4m1 II)1 • • M lima 01 LM Will M .411111' 1.011 M bit n ig111 Isom, 1• 4 •arm of IW N 11(1141 1'. 61114. 111411 l.,4...I I•I motif* .1.^1WM l44.• , 1•0114 Yd. WOW 11 044%4 u 11f11/ W .1 011 14.4 1114 31W 1410.1 /H'il't 1 3 1 11 1 N111 1 1 1 3101 Na 11••• • 1 1661.4•11•••••••• l04 h•••4 (a ••q hire •1 4 •• .1.1. •a 4 n 1•..1,1 1 114. 41,4Wt nwv01 N• IwYlq• M 1/1!111. rn.n4.N 10111 holm IM •'• 144.110t,,,. J.. Is, 1 stimuli • 1.0 1111 111 v4.1 111 uv •s P41160I0'It1111111 4010 440'1U11( 111 %11111 10 (10411 k'ItIWI 1101'(1 1 0•411 100 COIN( 11 ICI (u11101 11($•'(14 0111 100 iilllu(0011 101 11t111)INI Ill 60:r 11.111(1 VI PAGE 03 P.02 RECEIVED JUN 1 0 1998 TU KW I I_A PUBLIC WORKS . -.�... ... _...____•._........,._....,..,...,.... �. r.. i.. �w.•,...... a.. v,...,. d........,,.„..-....:......» �»..,.., n,....... n+.... ano. m+ ksw. �nnr l.�.x.kaacir +w.wx....,+ea.s,..0 December 1, 1997 ADaPT Job No. S -WA97 -721 Thompson & Associates 687 Strander Boulevard Seattle, Washington 98188 -2922 Attention: Mr. Gene Thompson ADaPT Engineering, Inc. 800 Maynard Avenue South, Suite 403 Seattle, Washington 98134 Subject: Subsurface Exploration and Geotechnical Engineering Report Proposed Tukwila Q -Lube Site South 180 Street and West Valley Highway Tukwila, Washington Dear Mr. Thompson: Tel (206) 654 -7045 Fax (206) 654 -7048 At the request of Thompson & Associates, ADaPT Engineering, Inc. (ADaPT) has completed a subsurface exploration program and prepared this geotechnical engineering report for the proposed Tukwila Q -Lube. The project site is that of an out - parcel in the Home Depot parking lot in Tukwila. The general site vicinity is South 180 St. and the West Valley Highway in Tukwila. This study is intended to address the specific geotechnical considerations for a two -story, two -bay Q- Lube retail outlet. The building footprint is approximately 1,725 square feet. The building would be of split face CMU construction, and would entail the excavation of a full basement below grade to accommodate two lubrication pits and storage. The floor above the retail area would be used for office space. ADaPT's field exploration program consisted of two test borings within the building footprint area. The test borings indicate the site is underlain by asphalt pavement above about 2 -feet of fill and then by alternating layers of loose sand and soft silt to the 33 -foot depth. Below 33 -feet, loose, black, saturated coarse sand was encountered, which extended to the full depth of the exploration, at 40 -feet. Both discrete layers of peat and scattered organics were encountered. The near surface soils are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. For detailed soils description, please refer to boring logs appended to our report. Based upon the available soil information, and the actual Q Lube building load requirements, it is our opinion that the proposed Q Lube facility can be developed utilizing conventional foundations supported on structural fill, underlain by a geotextile separation fabric. Because of the soft soils and near - surface groundwater, the excavation will require either shoring or relatively flat side slopes to allow safe foundation construction. This report is provided for the information of Thompson & Associates, Inc. only. The reproduction of this report, except in full, by any method or its transmittal by any means to a third party without the written permission of ADaPT Engineering, Inc., is prohibited. RECEIVED CITY OF TUKWILA q ) 5 ;I l Nef9006 `� ij t! f. i.3 Z PERMIT CENTER espectfully Submitted, Th ompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 2 K.V. Lew, P Eng; Senior Geotechnical Engineer W e would like to thank you for selecting ADaPT Engineering Inc to provide you with geotechnical an environmental engineering services. If you have any questions, please contact us at (206) 654 -7045 TABLE OF CONTENTS. • 0 INTRODUCTION SITE AND PROJECT DESCRIPTION 3.0 SUBSURFACE INVESTIGATION 3.1 SOIL 1 ' 32 GROUNDWATER 2 4.0 RECOMMENDATIONS 4.1 SITE PREPARATION AND GENERAL EARTHWORK 4.2 STRUCTURAL FILL 3 4 4.4 FOUNDATIONS 5 " 4.5 FOUNDATION WALLS 6 4.6 SLAB-ON-GRADE 6 4.7 EXCAVATIONS AND SLOPES 7 4.8 DRAINAGE 7 4.9 PAVEMENT AREAS 8 5.0 CONCLUSIONS 8 4.3 SEISMIC DESIGN CONSIDERATIONS 6.0 LIMITATIONS Figure 1 Figure 2 Location Map Site Plan ■,1 S PRMIT CENTER ; ' • '• ,.•., RECEIVED CITY. OF TUKWILA MAR 0 2 1998 Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 1 1.0 INTRODUCTION 2.0 SITE AND PROJECT DESCRIPTION 3.0 SUBSURFACE INVESTIGATION 3.1 Soil ADaPT Engineering, Inc. This report presents the results of our field exploration program' and geotechnical engineering study. The purpose of our study was to provide geotechnical recommendations for design and construction of the proposed Q Lube store given the actual building load requirements. Our field exploration program consisted of two hollow -stem auger test borings drilled within the proposed building footprint as shown on the attached Site and Exploration Plan (Figure 2). The test borings indicate the site is underlain by asphalt pavement above about 2 -feet of fill, and then by alternating layers of loose sand and soft silt to the 33 -foot depth. Below 33 -feet, loose, black, saturated coarse sand was encountered, which extended to the full depth of the exploration, at 40 -feet. Both discrete layers of peat and scattered organics were encountered. The near surface soils below the pavement and surficial fill are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. Based upon the available soil information, and the actual Q Lube building load requirements, it is our opinion that the proposed Q Lube facility can be developed utilizing conventional foundations supported on structural fill underlain by a geotextile separation fabric. Because of the soft soils and near - surface groundwater, the excavation will require either temporary shoring or relatively flat side slopes to allow safe foundation construction. The subsurface conditions encountered in each test boring are summarized on the boring logs appended to our report. The project site is that of an out - parcel in the Home Depot parking lot in Tukwila, Washington (see Figure 1, Location Map). The general site vicinity is South 180 Street and the West Valley Highway. This study is intended to address the specific geotechnical considerations for a two -story, two -bay Q -Lube retail outlet. The building footprint is approximately 1,725 square feet. The building would be of split face CMU construction, and would entail the excavation of a full basement below grade to accommodate two lubrication pits and storage. The floor above the retail area would be used for office space. Our recent visit to the site indicated that the site remains vacant, with development limited to fill placement and asphalt pavement in the proposed project area. As the remainder of the site is presently occupied with an existing asphalt parking areas, we do not anticipate significant grade changes. Site drainage will likely be conveyed through a system of catch basins to the adjacent street drainage system. The location of the proposed Q Lube in relation to the property boundaries and other major features is shown on the Site Plan, Figure 2. This Figure also shows the locations of test borings completed by ADaPT for this study. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ADaPT should be retained to perform a general review of the final design. ADaPT completed a subsurface exploration program for the subject site on November 10, 1997 RECEIVED Two test borings were completed. The borings were advanced to a maximum depth of 40Ct t OF TUKWIU1 MLR 0 213913 PERMIT CENTER Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 2 3.2 Groundwater 4.0 RECOMMENDATIONS ADaPT Engineering, Inc. below the existing site grade. Similar subsurface conditions were disclosed in both test borings. The site is asphalt surfaced. The thickness of the pavement structure was 2- inches to 3- inches of asphalt, underlain by about 4- inches of crushed rock base course, over sandy gravelly fill to a depth of 2 -feet. The existing pavement is then underlain by alternating layers of loose sand and soft silt to a depth of 33 -feet. The silts and sands are underlain in turn by loose, black, saturated coarse sand to the full depth of the exploration at 40 -feet. Both discrete layers of peat and scattered organics were encountered in the test borings accomplished for this study. The near surface soils are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. Boring B -1 was advanced near the southeast corner of the proposed structure. The soils directly below the pavement and near - surface fill consist of moist, soft, dark gray to black silt, which was interbedded with fine sand at 10 feet, and was classified as saturated fine sand in the sample recovered at a depth of 15 -feet. A discrete layer of peat was noted in the 20 -foot sample. The soils were classified as soft. The site stratigraphy disclosed at the location of Boring B -2 was similar. Boring B -2 was advanced at the northwest corner of the proposed structure. This boring indicated soft silts directly below the pavement and surficial fill, which extended to the full depth explored. At a depth of 10 -feet, the silt was interbedded with sand and indicated a trace of organics. Boring B -2 was terminated at a depth of 16.5 feet. It should be recognized that subsurface conditions may vary between locations of the test borings. Some variation from the conditions encountered should be anticipated. Groundwater seepage was observed at a depth of about 10 -feet in both test borings accomplished for this study. The depth to groundwater, and the volume of groundwater will likely vary, depending on seasonal variations in rainfall, regional changes in the groundwater regime, changes in site utilization, and other factors. Based on the available subsurface exploration information and the actual building load requirements, we offer the following recommendations for the design and construction of the proposed Q Lube store at the subject site. It is our opinion that the proposed Q Lube building may be supported on a conventional spread footing foundation bearing upon properly compacted structural fill of adequate thickness in lieu of pile foundations or other deep foundation options. The silt soils contain a high fines content. These soils would be difficult to be re -used as structural fill as they can only be placed in favorable weather conditions. Depending on weather conditions and costs, the use of selected import fills is recommended, or the substitution of lean mix concrete or CDF and should be considered to expedite construction. w... ri1. Mtt. IITnGC( IT. KYM1YJf.+ 9m}}L'{M5.`.'i'g:VJSLYS•rv. r?. �. We anticipate that the existing grades in the proposed development area will not require significant elevation changes to achieve proposed design grades. The excavation required to achieve the proposed lubrication pit subgrade elevation will be approximately 8 feet within the building area. We recommend that the foundation for the lubrication pit be supported on a minimum of two (2) feet of compacted structural fill, underlain by a gotextile separation fabric. As an alternative � REcc►vEn CI OF TUKWILA PERMIT CENTER Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 3 structural fill placement, the use of lean concrete, or Controlled Density Fill (CDF) may be considered for fill purposes below the footings. The use of lean concrete or CDF would expedite construction by limiting the time the overexcavation would need to remain open, and would also reduce dewatering requirements and allow fill placement to take place in a wider variety of site and weather conditions. At the time of the field exploration program, it was noted that the lower soils within or slightly below the pit bottom elevation tended to be wet or saturated, and groundwater seepage was noted at about 10 -feet below the existing grade in the borings. In our opinion, fluctuations in groundwater levels at this site should be expected on a seasonal and annual basis. We recommend that the lubrication pit be provided with a perimeter drainage system to prevent hydrostatic pressure from acting on its' lower portions. Alternatively, the basement could be designed to compensate for buoyancy forces and leakage without the use of foundation drainage. 4.1 Site Preparation and General Earthwork ADaPT Engineering, Inc. As mentioned above, we do not anticipate that significant grade changes will be required to achieve proposed site grades. Site preparation will largely consist of stripping of the surficial pavement, followed by excavation of the lubrication pit and site utilities. The installation of the lubrication pit will require an excavation extending to a depth of approximately 8 -feet below existing grades. While sufficient room is available to lay the excavation side walls back at safe slope inclinations, it may be expedient to shore the excavation so as to limit the existing asphalt pavement removed to allow the pit excavation to proceed, and the backfill required to backfill the open cut, once the pit walls are cast. At foundation locations, foundation preparation would additionally involve overexcavation and installation of structural fill bearing prism below the footings. Localized groundwater seepage is anticipated within the top 10 feet of soils at the time of the lubrication pit excavation. We recommend that the contractor place a working pad consisting of 12 inches of 4 to 6 inch diameter quarry rock underlain by a layer of geotextile. This material will protect the underlying subgrade soil from becoming soft and unstable during slab construction. Below footings, the thickness of spalls and fill should be increased to 2 -feet. Additionally, this free - draining material will provide good working surface above any seepage that may collect in the excavation base before being pumped out. As an alternative to fill placement, the use of lean concrete, or Controlled Density Fill (CDF) may be considered for fill purposes below the footings. 4.2 Structural Fill Structural fill is defined as any compacted fill placed under buildings, roadways, slabs, pavements, or any other load- bearing areas, such as utility subgrade. Structural fill located under the footings, floor slabs, or utility lines, should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density, determined in accordance with ASTM Test Designation D -1557 (modified Proctor). The fill materials should be placed at or within 2 percent of the optimum moisture content. Fill under pavements and walks should be placed in horizontal lifts and compacted to 90 percent of maximum RECEI \ /ED • rrrV Or TUKWILA PrfitA{T CENTER U.S. Standard Sieve Size Percent Passing by Dry Weight 3 inch 100 3/4 inch 50 -100 No. 4 25 -65 No. 10 10 -50 No. 40 0 -20 No. 200 5 maximum Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 4 4.3 Seismic Design Considerations Table 1 ADaPT Engineering, Inc. density, except for the top 12 inches, which should be compacted to 95 percent of maximum density. Where structural fill is placed below footings, the fill should extend laterally at an inclination of 1H:1 V (Horizontal: Vertical) from the outside edge of the footing to the base of the excavation. During dry weather, most non - organic soils can be used as structural fill under ideal weather and soil moisture contents at the time of compaction. The soils at this site have a high fines content (fines passing the No. 200 sieve), and would be considered moisture sensitive and prone to disturbance when mkt. Generally, soil with more than 5 percent fines can become unstable if exposed to construction traffic and excessive moisture, and compaction and grading will be difficult or impossible to achieve if the soil moisture increases significantly above its optimum condition. The site soils are considered to be well above the optimum moisture content. As a result, we do not recommend the use of these soils for structural fill during wet weather conditions. We recommend the slab area be stabilized by the placement of 1 -foot layer of quarry spalls underlain by a geotextile separation fabric. At a minimum, we recommend that all foundation members be supported above a two -foot minimum thickness of compacted structural fill consisting of import soils. As a construction expedient, the use of lean concrete or CDF may be considered for fill placement below footings. The imported material to be used as structural fills should be free - draining and have a gradation that meets the minimum specification given in Table 1, unless approved by the soils engineer. 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 our analysis of on -site explorations, we interpret the subsurface site conditions to correspond to a seismic soil profile type S -3, as defined by Table 16 -J of the 1994 Uniform Building Code. Soil Profile type S -3 applies to a profile consisting of at least 20 feet of soft to medium stiff clay. RECEIVED CITY OM TUKWILA ``R AD 0 2. 1'` E'i F PERMIT CENTER Thompson & Associates ADaPT Job No S-WA97-721 December 1, 1997 Page 5 4.4 Foundations We recommend that all building exterior footings and lubrication. pit foundation be founded on compacted structural fill placed on prepared subgrade soils. For footings founded on a minimum of two (2) feet pad of compacted sand/gravel structural fill, we recommend an allowable bearing pressure of 1,500 pounds per square foot (psf) be utilized. We recommend that continuous footings have a minimum width of 16 inches and individual footings a minimum width of 24 inches. All exterior footings exposed to frost action shall be placed a minimum 18 inches below finished grade. Either CDF or lean mix concrete may be substituted for the structural fill below footings. Lateral loads can be resisted by friction between the foundation and compacted structural fill, or by passive earth pressure acting on the buried portions of the foundations. The foundations must be poured "neat" against the existing soil, or backfilled with a compacted fill meeting the compaction requirements for structural fill outlined previously. We recommend the following design parameters, which are expressed as equivalent fluid densities. Passive pressure (Below groundwater seepage level) Coefficient of friction = ADaPT Engineering, Inc. 250 pcf 125 pcf 0.30 The above values include a factor of safety of 1.5. With structural loading as expected, total settlements ranging between approximately 1 to 2 inches, and differential settlements of approximately one-half to one inch are possible. Most of the anticipated settlements should occur during construction as dead loads are applied. A one-third increase in allowable bearing capacity may be utilized for short-term loads such as in the case of a seismic event or wind loading. All footing excavations should be examined by a ADaPT geotechnical soils engineer prior to placing forms or rebar, to verify that subgrade conditions are as anticipated in this report. If loose or soft soil conditions are encountered, these soils shall be compacted, or removed and replaced with structural fill. RECEIVED CITY OF TUKWILA MAR 0 .2 1998 PERMIT CENTER 4.6 Slab -on -Grade Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 6 4.5 Foundation Walls ADaPT Engineering, Inc. Foundation walls for the proposed lubrication pit should be designed to resist the lateral earth pressures imposed by the retained soils. Since the foundation walls will not be allowed to move and mobilize active earth pressures, the foundation walls should be designed to resist the lateral earth pressure imposed by at -rest conditions. We recommend using at -rest pressure equal to an equivalent fluid with a unit weight of 60 pounds per cubic foot (pcf). This value is based on a horizontal backfill condition, and assumes that surcharges due to backfill slopes, hydrostatic pressures, structural loads, or other surcharges loads will not act on the foundation walls. If such surcharges are to apply, they should be added to the above design lateral pressure. Because of the fine- grained nature of the site soils, we recommend foundation walls be provided with a perimeter drain system. The walls should be backfilled with a free draining material. We recommend that wall backfill material conform to the specification for structural backfill presented in Table 1 above, except that this material should contain no more than 3 percent fines passing the U.S. No. 200 sieve. The free draining material should extend at least 18 inches behind the wall. The remainder of the backfill should consist of structural fill. A perforated drainpipe should be placed at the base of the wall. The drainpipe should be perforated with holes less than one - quarter inch in diameter, and be fully enveloped by three - eighths inch pea gravel. The building's slab -on -grade floors may be constructed above the recommended thickness of one foot of structural fill, which has been prepared as described within the Site Preparation and General Earthwork section of this report. To prevent moisture transfer from subgrade soils into the interior spaces, the building slab areas should be provided with a capillary break. The capillary break material should consist of 4 inches of clean building sand or pea- gravel. This material should be free draining and contain less than 3 percent fines. We also recommend utilization of a vapor barrier such as a 6 -mil plastic membrane to prevent moisture build up beneath the concrete slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. The slab -on -grade floor of the lubrication pit can be supported on the structural fill required to reestablish the subgrade elevation after excavation of the native soil, and placement of the quarry spall working pad. Regardless of whether the lubrication pit foundation is, or is not, provided with a perimeter foundation drain, we recommend that the slab and foundation walls be sealed with waterproofing. In the absence of a perimeter and underslab drains, the uplift forces on the slab may be calculated assuming 4 feet of upwards hydrostatic pressure with a unit weight of 62.4 pounds per cubic foot. Additionally, the pit foundation should include waterstops at the slab and foundation wall connections to prevent groundwater seepage into the pit should the perimeter drain fail. RECEIVED CITY OF TUKWILA t'3io 0 2 i..+,:3 PERMIT CENTER Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 7 4.7 Excavations and Slopes ADaPT Engineering, Inc. We anticipate that excavations on the order of 8 feet plus the necessary overexcavation for structural fill installation will be required to remove the native soil from beneath the proposed lubrication pit subgrade elevations. Similar excavations will also be required for installation of site utilities Excavation slopes should not be steeper than the limits specified in local, state and federal safety regulations. Temporary cuts greater than four feet in height should be sloped at an inclination no steeper than 2H:1V (Horizontal:Vertical). Where the excavation for the lubrication pit is to be conducted, we recommend that the initial cuts be opened in short sections of 10 feet or less, so that localized groundwater, if any, seepage inflow volumes and the stability of the excavation side walls can be evaluated by a soils engineer from our office. If unstable conditions develop, the excavations should be laid back at shallower inclinations, or backfilled until a plan to de -water and stabilize the excavation is developed. In order to limit site disturbance and pavement replacement related to the open cut option, you may elect to shore the excavation. If a dewatering system is required, we anticipate either deep wells or well points may be used. Dewatering should be completed in advance of excavation. If stable slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary to complete the pit excavation. Utility excavations would typically utilize trench boxes. Such shoring will help protect against slope or excavation collapse, and will provide protection to workmen in the excavation. In order to minimize site disturbance related to open cuts at this site, we strongly recommend this site have shoring. If temporary shoring is required for the basement excavation, the shoring system should be designed to resist the "at- rest" lateral pressures outlined earlier. Generally, the resistance to the lateral loads on the shoring system is provided by passive pressure below the base of the cut. In this case, the passive pressure criteria outlined earlier for saturated conditions should be utilized. The design of the shoring system for the contractor should be completed by a Professional Engineer, and reviewed and approved by ADaPT. 4.8 Drainage We recommend that the lubrication pit be provided with a permanent perimeter footing drain. The footing drain system should be constructed as recommended in the Foundation Walls section of this report. In lieu of providing a perimeter drainage system, we recommend that the lubrication pit be designed as a watertight structure in the event that the drainage system fails. Therefore, the basement should be designed to resist hydrostatic uplift forces, and utilize waterstops between the foundation walls and slab connections. This design, combined with waterproofing both the interior and exterior of the structure, are commonly used by local designers in similar applications. Roof downspouts should be tightlined to discharge into the storm -water collection system separately from the footing drain system. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the downspout tightline systems. The site should be graded such that surface water is directed away from the building areas. Water must not be allowed to stand in any area where slabs or pavements are to be constructed. Final site grades must allow for drainae RECEIVED CITY OF TUKINIL' PERMIT CENTER Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 8 4.9 Pavement Areas 6.0 LIMITATIONS ADaPT Engineering, Inc. away from the building foundations. We suggest that the ground be sloped at a gradient of 3 percent for a distance of at least ten feet away from the buildings, except in paved areas, which can be sloped at a gradient of 1 percent. The adequacy of site pavements is related to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Sitel'reparation and General Earthwork section of this report. The following pavement section for design of lightly - loaded traffic areas. This section is what was observed during our field exploration program. The alternative section would provide similar structural capacity: • Two inches of Asphalt Concrete (AC) over 4 inches of Crushed Rock Base (CRB) material, or, • Two inches of AC over three inches of Asphalt Treated Base (ATB) material. 5.0 CONCLUSIONS6 In conclusion, we feel that the proposed construction is compatible with the existing site conditions provided that the foregoing recommendations are implemented in the design. We recommend that ADaPT be retained throughout the project to assure compliance with these recommendations and specifications. This report has been prepared to aid in the evaluation of the site. Our conclusions and recommendations have been prepared in accordance with generally accepted professional engineering principles and practices. We make no other warranty, either expressed or implied. Our conclusions are based on the results of the field exploration and on our interpretation of surface and subsurface conditions. Largely, our study relied on widely spaced explorations. We recommend that ADaPT be retained during construction and be allowed an opportunity to confirm the conditions assumed in design during the initial earthwork phase once construction equipment has been mobilized to the site. If conditions are encountered that appear to be different from those described in this report, we should be notified so that we may review and verify or modify our recommendations. This report has been prepared for the exclusive use of Thompson & Associates and their agents for specific application to the project site. Use or reliance upon this report by a third is at their own risk. ADaPT does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to ADaPT. RECEIVED CITY OF TUKWILA PERMIT CENTER ADaPT Engineering, Inc. 800 Maynard Avenue S., Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 Fax : 206.654.7048 FIGURE 1 - Vicinity Map Location : South 180th Street & West Tukwila, Washington Client : Thompson & Associates Date : 11 /11 /97 Job # DO NOT SCALE R ECEI CITY OF TUK W!LA V 4 1tey�Hwy Ot :.i i o lo 20 SCALE N FEET ADaPT Engineering, Inc. 800 Maynard Avenue S., Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 Fax : 206.654.7048 FIGURE 2 - Site Plan Location : South 180th Street & Wes NkffeSEh`7►''Y Tukwila, Washington CITY TUKVPLA Client : Thompson & Associates,. .. �.�..:� Date : 11/11/97 Jab' t: S4W 7 -7: r�- lotT CENTER JaPT Engineering, Inc. BORING LOG 800 Maynonf Avenue Saulh, Suits 403 SEATTLE, WASHINGTON 99134 TEL: 206.854.7045 FAX: 206.654.7048 PROJECT : Tukwila Q-Lube Job Number : WA97 -721 Boring No.: B -1 South 180th Street & West Valley Hwy. Tukwila, Washington Waft nMrws: WA VA* ConpbMd: WA 1 AS-BUILT DESIGN 17.511PAI 1 I i ii 1 11 1 11 I I �� araw . 2" Asphalt, 4" granular base over • - - S1 3 3 „- • _5 - - 10 - S ' -15- G I - -20- s --- -25- G LEGEND RECEIVED ra ta : np tomp(atton Date : 1/10/9 y: K.V.. ----_, `"' :.JaPT Engineering, Inc. 'BORING LOG f100 Mayrwd Avenue South, Suits 403 SEATTLE, WASHINGTON gS134 TEL: 206.654.7045 FAX: 206.654.7048 PROJECT :Tukwila Q-Lube Job Number : WA97 -721 Boring No.: B-1 South 180th Street & West Valley Hwy. Tukwila, Washington wow Irr,ws: wA wM0r d: N/A O m n i Moo BrAllin : N/A G i g erNih,: N/A AS•BUILTDESIGN TEMTNO o ir i/ 11 1 1 011110110 �l Grey, soft, saturated, interbedded sand/silt/peat. loose, saturated, medium to coarse sand. Valley sand formation). – of heaving encountered. 1 [ si se 'push . 5 - - Black, (Kent 10' 35- 40 Boring Hole removal terminated 0 40'. caving in to 11' at the end of drilling after _ of auger. – - – - Y - - _ -45- -50- -55- r i -60 —_ :,4.cc,4r? r TL .. ,An: A 1 LEGEND ,„ i'� I 1.4nd, Q0.41141ou,r„pr X ...y :NO WON lwwlrp,lrNI VI t il # 2 ` OATS Ir wo Wow lava: PERMIT CENTER - OAR A+d,dl TN.* W7PWO .,,, Page : 2 of 2 no : an : 11/ y: K.V.L. ...iaPT Engineering, Inc. BORING LOG °00Maynard A South, Sub SEATTLE, WASHINGTON 05134 TEL: 206.654.7045 FAX: 206.654.7048 PROJECT : Tukwila CI-tube Job Number : WA97 -721 Boring No.: B-2 South 180th Street & West Valley Hwy. Tukwila, Washington Oman Wow : WA WIG., ld: WA Swim Omen : WA Q Ow : WA AS -BUILT DESIGN TUTP O 1 i it 1 1 3" Asphalt, 4" granular base over _ silty sandy gravelly fill. Moist, dark grey to black, soft SILT with trace organic. Change to grey @ 5'. Grey, soft, wet, interbedded silt and sand with of peat. sl s3 4 3 . . - - - - — _5d 10- M '15' Boring terminated @ 16.5'. Hole caving in to 11.5' at the end of drilling after removal of auger. – - – - – – — - — -20- -25 : — . 30 A + 1 LEGEND RECElvEn i = a+oes o. o. sylua000n Sample jr NNW W,Yr LMI of Drip X DATe Mmpe mil no00.rod IN* Wnllf Lwsl orry f t UM. sri • WM L D. D a Y a.w1. I i t: ,:, E; t.. I _ I w,.»a.. w. °AT° PERMIT CENTS MAYA* Telly ►<aaa : 1 Of 1 at*: 1 rig COmpl.tWn Oa • : Lopped By . l 5 -10 -15 E25 r• BORING LOG PROJECT : WW PCS SE -3884C 225 South 140th Street Burton, Washington 98188 Oaad galas aa.rw: S '-30 t, LEGEND Landscaping bark over loose, moist, gray, silty SAND, some gravel (fill). Loose, moist, brown grading to blue gray, silty, gravelly, fine SAND (fill). Medium dense, moist, gray with mottling, silty fine sand, some gravel. Medium dense, saturated, gray, fine to medium SAND. -20 Very dense, wet to saturated, gray, silty, gravelly SAND with broken gravels (glacial till). Job Number : S-WA-97-739 Boring No.: e-1 Caine Omar : $1 S2 $3 54 ss 0 2 6 10 18 5 6 11 a V ;:O I OaPT Engineering, Inc. !00 M n d Awmw soim 9ulb 4! 9EAT7LE. WMHN VOTON 9S134 TEL: 208.664.7046 FAX: 206.654.7048 AS•eULT DESIGN RECetv>;o C n v ' fi ;{,f..._A I Saar 0. 4 � 0. •apanlaw* Was War oa.a4 I LTU•Id DaYra a1.D.•ra LLLL an X WM. nal ANOW of Was War lava MTV ` m""r' I MMpaa1Wray brining Start Dale : 11201117 >Sri1 ngi Comet don Oita : 1120197 LDgesd13) : C.C,C PERMIT CENTER Pag• 1 of 2 CAS # Components % Vol 64742 -65 -0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -80 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0 -80 ; 64742 - 62 - 7 Residual Oils (petroleum), Solvent Dewaxed 2 -6 84605-20-9 alkene amine 1 -5 68649 -42 -3 Zinc C1 -C14 alkyldithiophosphate 1 -2 68648 -89 -5 Styrene - ethylene /propylene block polymer 3 -8 127883 -08 -3 Ethylene /propylene copolymer 0-2 t Material Name Quaker State Super Blend 10W -30 Motor Oil Section 1 - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Chemical Name: Petroleum distillate mixture Internal Part No.: Order Nos. 01206 (ease /4x4 qt); 01208 (5 gallon); 01210 (55 gallon); 01219 bulk Manufacturer Information Quaker State Corporation P.O. Box 989 Oil City, Pennsylvania 16301 - -- -PHONE #: (814)676 -7676 EMERGENCY #: (814)676 -7676 Mfg. Part #NA Synonyms: Motor Oil Product Use: MATERIAL SAFETY DATA $HUT None Sup. Part #NA Section 2 - COMPOSITION / INFORMATION ON INGREDIENTS Component Information /Information on Non - Hazardous Components This product is not considered a hazardous product under 29 CFR 1910.1200 (Hazard Communication). All mineral oils used in this product have been severely hydrotreated and /or solvent refined. Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final product. Section ZO'd S00'°N 001ST 2.6,4ti (ON - HAZARDS IDENTIFICATION Supplier Information Emergency Overview This product is a viscous amber liquid. It will burn at elevated temperatures (above 400 F). Addition of water or foam to the fire may Continued on next page... Pr71bo(' D/r3 4006 80S8SV 0.:4I Page : 1 locus Date: 11/02/1994 NODS No.: QS -017 RECEIVED CITY OF TUKW LA PERMIT CENTER snid a6elsod/Aq CAS N 107.21 -1 Components Percent Ethylene GI col >95 7632 -00.0 Sodium Nitrite <1 11130 -12 -4 Sodium Borate Pentahydrate <1 7631 -99-4 Sodium Nitrate <0.5 1310-73-2 Sodium Hydroxide <0.5 6834 -92 -0 Sodium Metasilicate <0.5 er; • Chemical Name: Ethylene Glycol Product Ilse: Antifreeze in heating and cooling systems Synonyms: Order No. 69113 (6/1 gallon): 69110 (55 gallon dru Manufacturer Information Quaker State Corporation 225 F.. John Carpenter Freeway Irving, Texas 75062 = • Page 1 of 6 Material Safety Data Sheet Material Name: Quaker State Antifreeze and Coolant * * * Section 1- Chemical Product and Company Identification * * * Phone K: (800)562.5928 Emergency N: (800)424-9300 CHEMTREC Issue Date: 07/17/96 Revision: 1.0000 Print Date: 7/31/97 60'd 200' 00 : S T .!.6t7 Z (\ON 80282Zb : Q I 1D: QS-103 General Comments C(IEMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals. All non -enter e questions should be directed to customer service. * * * Section T - Composition / Information on Ingredients * * * Component Information/Information on Non - Hazardous Components Other components are non - hazardous win the criteria established in 29 CFR 1910.1200 (Hazard Communication). * * * Section 3 - Hazards Identification * * * Emergency Overview Product is a non - flammable, green liquid. Product is a corrosive, amber aqueous solution with slight odor. This product is harmful by inhalation, when in contact with the skin and if it is swallowed. This product may be absorbed by the skin. Use dry chemical or carbon dioxide for smell fires, water spray or foam for large fires. Addition of water or foam to the fire may cause frothing. Hazard Statements DANGER! HARMFUL OR FATAL IF SWALLOWED. Causes birth defects in laboratory animals. May cause kidney and nervous system damage. Potential Health Effects: Eyes This product may cause severe eye irritation. This product can cause prolonged vision impairment, tears, swelling and redness. Potential Health Effects: Skin This product may be harmful if it is absorbed through the skin. Potential Health Effects: Ingestion This product may be fatal if it is swallowed, This product may cause nervous system damage if swallowed. Ingestion of large amounts may also produce nitrite poisoning including development of methemuglohinemia, cyanosis, nausea, vertigo, spasms, tachycardia and possibly coma. Cardiac failure and pulmonary edema may develop after ingestion of this material. Swallowing large volumes of ethylene glycol can lead to kidney damage. Cases of unconsciousness and nystagmus (an involuntary, rapid eye movement) have been reported following an ethylene glycol intoxication. Potential Health Effects: Inhalation Excessive inhalation of this product may cause headache, dizziness, blurred vision, nausea and vomiting. Exposure to high concentrations of vapor may cause central nervous system depression. Exposure to vapors or mists may cause damage to the kidneys, liver, lungs and blood. RECEIVED (CITY Qt' TUKWII.l1 PERMIT CENTER snl.d a6elsodidgg CAS a Components Percent 64742 -53 -6 Petroleum Distillates,14ydrotreated Light Naphthenic 045 1 64742-65-0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -95 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0-95 68649.42-3 Phosphotodithioic Acid, 0,o-di-c1-14-alkyl Esters, Zinc Salts 1-5 Page I of S Material Safety Data Sheet Material Name: Quaker Stele Power Steering Fluid * * * Section 1 Chemical Product and Company Identification Part Number: NA Chemical Name: Mixture Product Ilse: Synonyms: Order Nos. 67117 (12/12 oz.); 67055 (I gallon) Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway --- . Irving, 'texas 75062 Phone s: (800)562 -5928 * ** Emergency tt: (800)424 -9300 CIIEMTREC General Comments CHEMTRF.0 Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, fire, ex osure o r accident involving chemicals. All non -erne nc • uestions should be directed to customer service. _ * * * Section 2 - Composition / Information on Ingredients * * * Component Information/Information on Non-Has ardous Components Other components in this product are considered non - hazardous under the criteria specified in 29 CPR 1910.1200 (hazard Communication Standard). All mineral oils used in this product have been severely hydrotreated and/or solvent refined. Exact composition of this product wilt vary with availability of materials. AU ingredients listed above may not always be included in final roduct. * * * Section 3 - Hazards Identification * * * Emergency Overview Product is a corrosive, amber aqueous solution with slight odor. Containers of this material may be hazardous when emptied due to remaining residues. Observe all hazard precautions. Extinguish fire with carbon dioxide, dry chemical, foam or water fog. Hazard Statements Ilarmful if inhaled. Harmful or fatal if swallowed. Launder or discard soiled clothes. Potential Health Effects; Eyes This product may cause irritation to the eyes. If irritation should occur, it is expected to be transient. Potential Health Effects: Skin No skin irritation can be expected from single short -term exposure to this product. Prolonged or repeated contact may produce some irritation. Vapors may also produce skin irritation. Product contains component(s) which may be absorbed through the skin. Potential Health Effects: Ingestion Ingestion can cause gastrointestinal irritation, nausea, vomiting and diarrhea. Potential Health Effects: Inhalation This product may be harmful by inhalation. Excessive inhalation of this material causes headache, dizziness, nausea and incoordination. Exposure to oil mist/fume/vapor may cause respiratory tract irritation. HHMIS Ratings: Health: 1 Eire: l Reactivity: 0 Pers. Prot.: goggles/gloves ,.. Hazard Scale: 0 a. Minimal 1 •-• Slight 2 Moderate 3 is Serious 4 a. Severe • - Chronic hazard Issue Date: 06/21/95 Revision: 1.0000 Print Date: 7/31/97 80'd 5200 V0: £I /10N 209.8c7Vc'•0,1: aI ID: QS -082 RECEIVED CITY or TUKWILA PERMIT CENTER said a6plsod /dai3 CAS It ' Components Percent 6474 (-97-5 �Distillates ( petroleum), Solvent Refuted LightNaphth Petroleum Distillates, Solvent Dewaxed Light Paraffinic 0 -88 0 -88 64742 -56 -9 64742 -55 -8 Petroleum Distillates, Hydrotteated Light Paraffinic 0-88 - 64742 -54 -7 Petroleum Distillates, Hydrotreated Heavy Paraffinic 0 -88 64742 -65.0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0 -88 Not Available Labe Oil Additive with Boated Polybttenyl Succinic Anhydride Nitrogen Functionaliz.ed Dispersant, Subtitutcd Alkyl Phosphite, Methacrylate Copolymer and Solvent Extracted Mineral Oil 0 -12 64742 -88 -7 Solvent Naphtha (petroleum), Medium Aliphatic Methyacrylate Poi mcr 0- O.4 Not Available 84605-20-9 Amines, Polyethylenepoly -, Reaction Products With Succinic Anhydride Polyisobutenyl Derivitivca 0 -4 Component Information/Information on Non- Hazardotu Components Part Number: 3- 02.10000, 3-02-10 ICO Chemical Name: NA Product Use: Automatic Trunstnission Fluid Synonyms: 406348 (12cl qt); 06308 (5 gallon); 06309 (16 gall Manufacturer information Quaker State Corporation 225 E. John Carpenter t'rneway Irving, Texas 75062 Material Safety Data Sheet Material Name: Quaker State Dearon(R)11I/Mercon(R) Automatic Transmission Fluid * * * Section 1- Chemical Product and Company Identification Phone S: (800)562 -5928 Emergency 5: (800)424 -9300 CHFMTREC * ** ID: QS -040 Central Comments CHLMTREC Emergency telephone number Is to be wed in the event of chemical emergencies involving a spill, lurk, fire, exposure or accident involving chemicals. All non -eme _ enc questions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * This product has been reviewed using the criteria specified in 29 CFR 1910.1200 (Hazard Communication Standard). Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final product. All mineral oils used in this . . • net have been severely hydroveated and/or solvent refined. [7 Emergency Overview Product is a non-flammable red petroleum distillate mixture, Hazardous combustion products may include carbon monoxide. carbon dioxide, and oxides of boron and phosphorus. Containers of this material may be hazardous when emptied due to remaining residues. Observe all hazard precautions. iiazard Statements No information is available. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health Effects: Skin This product may cause irritation to the skin. Prolonged and/or repeated akin contact with this product may cause irritation / dermatitis. Prolonged or repeated contact may result in allergic skin sensitization reactions. Page 1 of 6 LO'd 9.00' £O:S.I * * * Section 3 - Hazards Identification * * * (ION Issue Date: 03/14/97 Revision: 1.0000 Print Date: 7/3l/97 $OcBc7t7 O. :(1I RECEIVED CiTY Or TUKWILA PERMIT CENTER snld a6Plsod/dg>3 CAS M Components Percent 112 -98 -1 llibutoxy Tetraglycol 20.70 143 -24.8 2,5,8,11,14- pentaoxapentadecane 0.30 4353.28 -0 3,6,9,12,15- pentaoxah .tadeeane 0-30 89399 -28 -0 Diethylene Glycol Methyl Ethers 0-30 25322.68.3 Polyethylene Glycol 0 -20 112 -27 -6 Triethylene Glycol 0.10 112-60-7 'rctraethylene Glycol 0 -10 4792 -154 _ 3,6 ,9,12- tetraoxatetradecane- 1,1441ol 0 -10 Part Number: NA Chemical Name: Mixture Product We: motor vehicle brake fluid Synonyms: 67041 (12/12 oz); 67064 (1 gal) Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway Irving, Texas 75062 Material Safety Data Sheet Material Name: Quaker State DOT 3 450 F Brake Fluid * * * Section l - Chemical Product and Company Identification * * * ID: QS-080 Phone if: (800)562.5925 Emergency p (800)424 -9300 CT3EMTREC General Comments CI•IEMTREC Emergency telephone numbcr is to be used in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals. All non - emergency uestions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * I C omponent Related Regulatory Information This product may be regulated, have exposure limits or other information identified u the following: Glycol ethers. Component Information/information on Non - Hazardous Components The manufacturer has claimed one or more hazardous ingredients as trade secret under the OSHA Hazard Communication Standard. Other components are non - hazardous using the criteria established in 29 CFR 1910.1200 (Hazard Communication). Exact composition of this product will vary with availability of materials. All ingredients listed above may not always be included in final roduct. L , ..� * * * Section 3 - Hazards Identification * * * Emergency Overview Liquid and vapor may be irritating to the eyes, skin and respiratory system. Extinguish fire with carbon dioxide, dry 'chemical, foam or water fog. Excessive inhalation of this material may cause headache, dizziness and incoordination. Hazard Statements WARNING! HARMFUL OR FATAL IF SWALLOWED. EYE AND SKIN IRRITANT. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health Effects: Skin Prolonged and/or repeated skin contact with this product may cause irritation / dermatitis. Potential Health Effects: Ingestion Ingestion can cause gastrointestinal irritation, nausea, vomiting and diarrhea. Potential Health Effects: Inhalation Excessive inhalation of this product may cause headache, dizziness, blurred vision, nausea and vomiting. This product Sr!P1yEivE_n cause irritation to the respiratory system. CITY Or T!JKWILA HMIS Ratings: Health: I Fire: I Reactivity: 0 Pers. Prot.: goggles/gloves Page I of 6 Issue Date: 12/06/96 Revision: 1.0000 Print Date: 7/31/97 90'd 200' 70:21 16,177 AON 80£827b -'02. : Q I PERMIT CENTER snld n6oisndiJgg • • • • CAS M Components Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 1— decent, homopolymer, hydrogenated Petroleum Distillates, Hydrotreated Heavy Paraffinic ffi ' Percent 40 -65 20 0 -25 — 64742.65 -0 68037 -01 -4 64742 -54.7 Not Available I-ubc Oil Additive with Zinc Salt of Dialkyldithiophoephoric Acid, Borated Polyisobutenyl Succinic Anhydride Nitrogen Functionalizd Dispersant, Magnesium Alkylaryl Detergents and Solvent Extracted Mineral Oil 7-10 Not Available I.ube Oil Additive with Ethylene end Propylene Copolymer 5 -8 ^" Not Available Lube Oil Additive with Dialkyl Fumarate and Vinyl Acetate 1 -2 Not Available Lube Oil Additive with Sulfurized Hydrocarbon in Solvent Extracted Mineral Oil <1 Page I of 6 Material Safety Data Sheet Material Name: Quaker State 4X4 SAE 10W -30 Motor OU Y• _ * * * Section 1 - Chemical Product and Company Identification Part Number: 3- 01- 66CO Chemical Name: NA Product Use: Motor Oil Synonyms: Order Nos. 14424 (case/6XIgt); 14410 (55 gallon) Manufacturer Information Quaker State Corporation 225 F.. John Carpenter Freeway • Irving, Texas 75062 * ** Phone 0: (800)562 -5928 Emergency 0: (800)424 -9300 CUEMTREC ID: QS -013 General Comments CHUMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals. All non - emergency questions should be directed to customer service. * * * Section 2 - Composition / Information on ingredients * * * .omponcut lntorma sort/Inrormatlon on Non - Hazardous Component. All mineral oils used in this product have been severely hydrotreated and/or solvent refined. This product is considered hazardous under 29 CFR 1910.1200 (Hazard Communication). Emergency Overview This product is a viscous amber liquid. It will bum at elevated temperatures (above 370 degrees F). Addition of water or foam to the fire may cause frothing. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Hazard Statements No information is available. Potential Health Effects: Eyes This product may cause irritation to the eyes. Potential Health Effects: Skin This product may cause irritation to the skin. Prolonged or repeated contact with skin may cause mild irritation and possibly dcmratitis. Potential Health Effects: ingestion No significant adverse effects are expected upon ingestion of the product. Ingestion of this product may cause nausea, vomiting and diarrhea. Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury, possibly death. Potential Health Effects: Inhalation Low vapor pressure makes inhalation unlikely at standard temperatures and pressures. Inhalation of oil mists or fumes can cause irritation of the nose, throat and upper respiratory tract. Repeated and prolonged overexposure to oil mists may result . in droplet deposition, oil granuloma formation, inflammation and increased incidence of Infection. Breathing mist rrri $�Of fllK�`!!LA v ED cause dizziness and/or pulmonary irritation. Issue Date: 02/28/97 Revision: 1.0000 Print Date: 7/31/97 SO'd 200 TO: S T ,16.V7 AON SOcgc;. V701 QI PERMIT CENTER snid a6plsodidge CAS H - Comments Petroleum Distillates, Hydrotreated Heavy Paraffinic Percent 0.95 —� 64742 -547 64742 -65.0 Petroleum Distillates, Solvent Dewaxed Heavy Paraffinic 0-95 84605 -20-9 Polyolefin alkene amine 3 -5 68855.454 Calcium dodecylphenylsulfide 2-4 64741 -88 -4 Petroleum Distillates, Solvent - refined Heavy Paraffinic 0-5 Not Available Acrylic capolymera (CAS error. Na) 1 -3 Not Available Zinc dialkyl dithiophosphate 1-2 ' 68649 -42 -3 Zinc C1 -C14 alkyldithiophosphate _ 1 -2 Not Available IT Labe Oil Additive with Dialkyl Puma/ate and Vinyl Acetate 1 r 1 or 6 Material Safety Data Sheet Materiel Name: Quaker Slate HDX 15W40 Universal Fleet Motor Otl ID: QS -031 * * * Section 1- Chemical Product and Company Identification Part Number: 3.01 -136C0 Chemical Name: NA Product Use: Motor Oil Synonyms: Order nos. 04406 (case/4x4gt); 04808 (5 gallon); 0 Manufacturer Information Quaker State Corporation 225 E. John Carpenter Freeway Irving. Texas 75062 Phone 0: (800)562 -5928 ** Emergency N: (800)424 -9300 CHEMTRF,C General Comments CHF.MTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, tire, exposure or accident involving chemicals. All non-emergency questions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * C omponent Itt(ormationRnformatfon on Non. tzardous C omponents this product is consideced not hazardous under 29 CFR 1910.1200 (Hazard Communication). All oils used in this product have been severely hydrotreated and/or solvent refined. Exact composition of this product will vary with availability of materials. All indents listed above ma no be included in final roduct. v Emergency Overview This product is a viscous amber liquid. It will burn at elevated temperatures (above 410 degrees F). Addition of water or foam to the fire may cause frothing. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Hazard Statements No information is available. Potential Health Effects: Eyes This pmduct may cause irritation to the eyes. Potential Health Effects: Skin Prolonged or repeated contact with skin may cause mild irritation and possibly dermatitis. Contact with liquid may produce severe skin irritation including redness, inflammation and chemical burns. Potential Health Effects: Ingestion No s ignificant adverse effects are expected upon ingestion of the product. Ingestion of this product may cause nausea, vomiting and dianitea. Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury, possibly death. * * * Section 3 - Hazards Identification * * * Issue Date: 03/17/97 Revision: 10000 Print Date: 7/31/97 VO'd c00 TO : c T (ON 3O2n7 V :0,! : Q I I RECEIVEf CITY Or TUKWILA PERMIT CENTER snld a6Plsod /Jgg CAS # Components Percent 64742.62 -7 Residual Oils (petroleum), Solvent Dewaxed 55-60 64742 -45 -0 Petroleum T)iatillates, Solvent Dewaxed Heavy Paraffinic 25 -35 72162 -26 -6 Olefin sulfide 2 -5 71888 -91 -0 Alkylainine salts of phosphoric acid esters 1.2 C Material Safety Data Sheet Material Name: Quaker State high Performance 00W90 Gear Lubricant * * * Section 1 - Chemical Product and Company Identification * * * Part Number: NA Chemical Name: Gear Lubricant Product Use: Synonyms: Order Nos. 60138 (case112x1gt); 60125 (35 lb); 601 Manufacturer Information Quaker State Corporation 225 IL John Carpenter Freeway Irving, Texas 75062 Phone #: (800)562 -5928 Emergency $: (800)424-9300 CHEMTREC ID: QS -042 General Comments CHEMTREC Emergency telephone number is to be used in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals. AU non-em ency questions should be directed to customer service. * * * Section 2 - Composition / Information on Ingredients * * * • ~~ ' Component Information/Information on Non - Hazardous Components The manufacturer lists no ingredient; as hazardous according to OSHA 29 CFR 1910.1200. All mineral oils used in this product have been severely hydro :gated and/or solvent refined. Emergency Overview This product is a viscous brown liquid. It will bum at elevated temperatures (above 390 deg F). Addition of water or foam to the tire may cause frothing. Use dry chemical or carbon dioxide for small fires, water spray or foam for large fires. Hazard Statements None. Potential Health Effects: Eyes This product is irritating to the eyes. Contact with liquid may produce severe eye irritation, causing severe conjunctival irritation, corneal defects and possibly permanent loss of vision. Temporary redness or burning may occur. Potential Health Effects: Skin .Prolonged or repeated contact with skin may cause mild irritation and possibly dermatitis. Potential Health Effects: Ingestion Small amounts of this product, if aspirated into the lungs, may cause mild to severe pulmonary injury.. Potential Health Effects: Inhalation High vapor /aerosol concentrations may be irritating to the respiratory tract. Vapors may irritate mucous membranes. Exposure to high concentrations of vapor may cause central nervous system depression. HMIS Ratings: Health: l Fire: 1 Reactivity: 0 Pen. Prot.: chemical goggles/gloves Hazard Scale: 0 .- Minimal 1- Slight 2 - Moderate 3 - Serious 4 - Severe • - Chronic hazard Page t of 5 * * * Section 3 - Hazards Identification * * * * * * Section 4- First Aid Measures * * * rte, - First Aid: Eyes Flush eyes with large amounts of water for 15 minutes. Get medical attention or advice. Issue Date: 12/15/94 Revision: 1.0000 Print Date: 7/31/97 c0'. c'00' oN 00:2T ,t6. Gir AON 80('?''717701 0I RECEI\IEn CITY (P TUI(V./'L\ PEntvjrr CENTEt1 s a6Plsod/ .dgg Space Heat Type ❑ Electric resistance All other (see over for definitions) Glazing Area Calculation Note: Below grade wails may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical 8 overhd) Gross Exterior divided by Wall Area times 100 equals % Glazing , b 5 - 16q / • X 1 00 = !.^ G Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum insulation R- values Roofs Over Attic So Da A,b •f-4r4 •. For Building Department Use All Other Roofs Applicant Name: iztte AAA,.jga eh . 12- . C 0 Opaque Walls tt.195p12i 1 Below Grade Walls le. I b Floors Over Unconditioned Space 1 . Slabs -on -Grade NA Radiant Floors AM Maximum U- factors Opaque Doors 0'00 Vertical Glazing /0 . ? 0 Overhead Glazing N A Maximum SHGC (or SC) Vertical/Overhead Glazing l 1 . OD Project Info Project Address © , 1.06E Date 2. 2a . ?r So Da A,b •f-4r4 •. For Building Department Use ' ftl'w ►t q, 0)-At Applicant Name: iztte AAA,.jga eh . Applicant Address:956.11o.n.1 cc. let -t AyUrr t WA Applicant Phone: 425 451 , 123 2 Envelope Summary Climate Zone 1 ENV -SUM 1994 Washin a to tate Nonresidential Ener• Code ' . `in a hence Form 1994 Washington State Nonresidential Energy Code Compliance Forms Project Description 1 121 New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option f .Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi - heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: ..,.....u..n....rw. 2191'019,emw. ..*m......ew,.MIENO.MirJYC SV iMit sT.sW 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 walls with HC 2 9.0 Btu/ft •'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor VYiS• ooca. Apnt. 199a RECEIVED CITY OF TUKWILA )'S ') i rti PEFitilIT CENTER 1 it Building Permit Plans Checklist ENV -CHK m Ape`, 1904 1904 Washington State Energy Coda Cophance Fame Project Address Q Luu. Auto Uto ' n , t .� � ga tuo (GA , , `h Date Z , 20 , ci p O The following Information is necessary to che 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 Required Location on Plans I Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed A ) 1302 Space heat type yes 670 n.a. Electric resistance es no n.a. Other Indicate on plans that electric resistance heat is not allowed • A al ye ( n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation y es no n.a. 1311.1 !Haul. installation Indicate densities and clearances es no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts AA /45 es no n.a. 1311.3 Wall insulation Indicate R -value on wall sections; • Indicate face stapling of faced batts; 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 option is used or if credit taken in ENVSTD; 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 A.4 A ';r' tp, v to `2 'rC ‘.. vr. • yes no n.a. 1311.4 Floor insulation yes no n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected yes no n.a 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 6 no n.e. 1312 [ Glazing and doors Provide calculation of glazing area (including both vertical .. - vertical and overhead) as percent of gross wall area A A O no n.a. 1312.1 U- factors Indicate glazing and door U- factors 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, glazing layers, gapwidth, low -e coatings, gas fillings Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary ri� 1 A C l e yes no n.a. 1312.2 SHGC & SC 1313 Moisture control e no n.a. 1313.1 Va. •r retarders Indicate va• •r retarders on warm side A a) no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate va •. retard. with sealed seams for non -wood strut. es no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section AS s no 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no n.a 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage s no n.a. es no n. e. 1314.1 1314.2 Bldg. envel. sealing Glazing /door sealir� Indicate sealing, caulking, gasketing, and weatherstnpping Indicate weatherstripping _ Arc/ es no n a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing ALl SCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 - 23 or 1330 - 34) es no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary • 1994 Washingto no is circled for any question, provide explanation: ate Nonresidential Energy Code ( ante Form 1'Uih11T CENTER Paled The bileedhl Wehildlch 111 hdc Ohl:beck a Washington Slate NonresIdenthil Energy Code.' il_ . - ' _P mechanical penult applicaUon for compliance WM therechanicid requirelnents , Information R . ti lib In Ma ' Applicability 1 Code .._kcb omit_ . Section RVAC RE UIREM (Sections I L on Plans INNEN! Department I Notes 1411 Eqprnt Peffomience Pk. elec. ht . IL - . Minimum efficiency List hesi ...IL . on schedule _ _ ' VA • a no i I 1411.4 • yes no (r) 1411.1 1412 Equipment schedule with type, caPacky, efficiency INAC controls Temperature zones Indicate locations on plans ' . no n.•. 1412.1 .., i no 11.5. 1412.2 00 43 1412.3 no •e. 1412.4 Ile fl.i 1412 Deadband control indicate 5 degree deadband minimum Humidity control Automatic setback •Indicate Indicate humidistat Indicate thermostat with night setback and 7 different day typos ..— damper location and automatic controls Whale microprocessor on thermostat schedule r.. -..... ,.. yes no Si& 1412.5 Heal pump control allr # 14121 Combustion htg. Indicate modulating Of staged control -- A n° no n.e. 1412.7 eth no E 1422 ' no n.a. . 1423 Babncing Indicate balancing features on plans Ci_ Themlostat dertock» Economisers indicate thermostat interlock on plans Equipment schedule 1413 - Ak economizers no n.e. 1413.1 Operation Indicate 100% capability on schedule no n.e. 1413.2 Control. 11 Indicate controls able to evaluate outside air no n.e. .1413.3 operation - Indicate capability for partial cooling t i 'I 1 Ducting systems Indicate sealing necessary ACA no n 1414.1 . . a. Duct seating no n.e." 1414.2 Owl Insulation I Indicate R-value of insulation on duct AC01 no n.a. '1415.1 Piping insulation Indicate R-value of insulation on coping AC yes no' Separate air sys. Indicate separate systems on plans yes no Mech. Sum, form Completed and attached. Equipment schedule with typo oWiit . , efficiency. cfm, hp, economizer SERVICE HATER HEATING ANID RLS (Sections 14404454) 1440 Service valor htg. Indicate R-10 insulation under tank fr. a no n.e. 1441 Elec. water heater yes no a 1442 Shalt-off controls Indicate automatic shut-off 1450 Heated pools yes no 1452 Pool water heaters Indicate not electric resistance yes no 1453. Pool heater controls. Indicate switch and 15 degree control ..... yes no 1454 Pool COWS Indicate vapor retardant cover ....- yes no .a 1454. Pools 00. degrees Indicate R-12 pool cover • • f pc' m ( Pt mit 1 echecisii • • . • MECH-CHK *Alm no is circled for any question, provide explanation: , . liE CEIVED CITY OP Tuicwu PIAR 0 2 1978 PERMIT CENTER Cooling Equipment Schedule Equip. ID Brand Name' Model No.' - Capacly Total CFM _ OSA CFM Econo SEER or EER IPLV Location AL - Tr& e. C+)0(00 aFoo _ ZQ „ 3 0 v (0.00 EF.Z R FF Grata C,e.'lar+� eel it.) • iv .4 G • • Fan Equipment Schedule Equip. D Brand Nsn1a' Model No . CFM . . BP' - HPIBHP Flow Control Location of Servbe CFI ' ttr•hec 4f= . e.__. 046E -%' 4 1C•72-4 J. 0 -14)... . c 6ID Vic 70 ©.tom r? •ZS chits Kw t o • its- Gv Ci ` EF.Z Gu• eA he FF Grata C,e.'lar+� eel it.) • iv .4 G • Heating Equipment Schedule Equip. ID Brand Name Model No.' • Capacily Total CFM OSA cfm Econo Input IRA Output Stub Efficiency' Act TEA. Yel)0 (a0 (17,15= Z. 66P • .moo . trot) 74obo - 7e?: • Mechanical Summary GP I ��1• • MECH -SUM • ION WsaarrMsstt .aa.a.wmsnsatbre Oaf Csoro sw Project Info Project Description Briefly describe mechanical system type and features. Compliance Option • si t= .i'�1��•!1'!.. .,SAY• ?: •f .. . ,.o.. • • '• • Pto sctAddress Q -. LAA - � ' k1u�:1�•- o to 219 l Q Applicant Name: For Building Department Use EK., I Ke e I • Applicant Address: lob N 1b14% S e 1 OA 181 Applicant Phone: 6• L B• S4 e._. el Simple System Cl Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) orm 11/rl INS Equipment Schedules 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. +... :1) r� w , - ' yai�ailia.; iAdliiksi ffioaipllstees . �t+ �p�ird . COP „HSPF llonEAklerq r,uAFUE.tisoppthuels. `�/: 'aflswimir y ms: taV.00iriaire Maim, of Nitible * Penton- C`N-TAIn Project Info Project Address SOUTH 1•oTH STREET (check appropriate box) Date 2/16/98 • TvSNNik, NASHraoroN 1.50 For Building Department Use 1324.5 o -LURE BORE STORAGE Applicant Name: ROGER °LIMBURG & ASSOCIATES 279.0 Applicant Address: 355 -116TH AVE. NE, SUITE 133 - BELLEVUE, NA Applicant Phone: (423) 451-1232 MAIN LEVEL Alteration Exceptions - ■ No changes are being made to the lighting (check appropriate box) Less than 60% of the fixtures are new, and Installed lighting wattage is not being increased • Location - (floor /room no.) - Occupancy Description Allowed Watts per ft Area in ft Allowed x Area LONER LEVSL AUTO REPAIR sxora 1.50 883.0 1324.5 LONER LEVEL STORAGE 0.50 558.0 279.0 NAIR LEVEL AUTO REPAIR SHOPS 0.50 900.0 450.0 MAIN LEVEL COMO AREA - WAITING AREA 0.80 261.0 208.8 MAIN LEVEL OBICE 1.20 60.0 72.0 MAIN LEVEL STORAGE - UTILITY Roam 0.80 136.0 108.8 MEZZANINE orrICE 1.20 567.0 680.4 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3105.0 •• From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3123.5 Location v (floor /room no.) v v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed TYPE A 4 PT. (2 -T• LAMP) FLUOR. STRIP WITH ELEC. BALLAST 2 62.0 124.0 TYPE B 1 1T. (4 -T• LAMP) FLUOR. TANDEM STRIP N/ E.R. 6 114.0 684.0 TYPE C • rT. (4 -TS LAMP) nun. TANDEM STRIP N/ E.R. 9 114.0 1026.0 TYPED 1 :4 (2 -T• LAMP) FLUOR. WRAPAROUND N/ Z.S. 4 62.0 248.0 TYPE E 4 IT. (2 -T• LAMP) FLUOR. STRIP WITH ELEC. RALLAST 3 62.0 186.0 TYPE H 2z4 (7 -T• LAMP) TIMOR. TROTTER W/ ELEC. akLLAST 9 93.0 837.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3105.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft 12700.0 2540.0 Outdoor Areas 0.2W/11 Bldg. (by facade) 0.25 W /ft F; Bldg. (by perim) 7.5 W/lf 160.0 12E4)0 Note: for building exterior, choose either the facade area or the perimeter method, but noi both) Total Allowed Watts 37 40 . .'0 Lighting Summary - 1 1 - I - . . - f 1 - .. . 11 . 11 LTG -SUM 1994 Washington Stab Nonresidential Energy Coda Compliance Fame [Project Description l© New Building ❑ Addition ❑ Alteration Compliance Option Q Prescriptive • Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior (�Vfct2 - • Jun.,1995 /'CI'MIT CENTER Lighting Permit Plans L iecklist LTG -CHK 1994 Washington SIals Energy Cods Com esnos Fonts June, 1095 Project Address SOWN 1509X STRUT Date 2/16/98 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n a.) Code .Section (Com ponent Ilniormation Required I on Plans I Building Notes Department LIGHTING CONTROLS (Section 1513 yes 1513.1 'Local control/access Schedule with type, indicate locations s -2 yea 1513.2. Area controls Maximum limit per switch 1 -2 1513.3 Da 1lgM zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans 1-2 overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib/speclal Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, Indicate location yea (a) timer wlbackup' Indicate location 1-2 - yes (b) photocell. Indicate location 1-2 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors . Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture s -2 I (Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I If "no" is circled for any question, provide explanation: CrTyRC)I: TUKWILA " 0 2 PERMIT CENTER December 1, 1997 ADaPT Job No. S -WA97 -721 Thompson & Associates 687 Strander Boulevard Seattle, Washington 98188 -2922 Attention: Mr. Gene Thompson ADaPT Engineering, Inc. 800 Maynard Avenue South, Suite 403 Seattle, Washington 98134 Tel (206) 654 -7045 Fax (206) 654 -7048 RECEIVED MAY 2 6 1998 Subject: Subsurface Exploration and Geotechnical Engineering Report Proposed Tukwila Q -Lube Site South 180 Street and West Valley Highway RECEIVED Tukwila, Washington taY 2 i` 1998 Dear Mr. Thompson: ROB F..}:1 FOS A it ASSOC At the request of Thompson & Associates, ADaPT Engineering, Inc. (ADaPT) has completed a subsurface exploration program and prepared this geotechnical engineering report for the proposed Tukwila Q -Lube. The project site is that of an out - parcel in the Home Depot parking lot in Tukwila. The general site vicinity is South 180 St. and the West Valley Highway in Tukwila. This study is intended to address the specific geotechnical considerations for a two -story, two -bay Q- Lube retail outlet. The building footprint is approximately 1,725 square feet. The building would be of split face CMU construction, and would entail the excavation of a full basement below grade to accommodate two lubrication pits and storage. The floor above the retail area would be used for office space. ADaPT's field exploration program consisted of two test borings within the building footprint area. The test borings indicate the site is underlain by asphalt pavement above about 2 -feet of fill, and then by alternating layers of loose sand and soft silt to the 33 -foot depth. Below 33 -feet, loose, black, saturated coarse sand was encountered, which extended to the full depth of the exploration, at 40 -feet. Both discrete layers of peat and scattered organics were encountered. The near surface soils are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. For detailed soils description, please refer to boring logs appended to our report. Based upon the available soil information, and the actual Q Lube building load requirements, it is our opinion that the proposed Q Lube facility can be developed utilizing conventional foundations supported on structural fill, underlain by a geotextile separation fabric. Because of the soft soils and near - surface groundwater, the excavation will require either shoring or relatively flat side slopes to allow safe foundation construction. This report is provided for the information of Thompson & Associates, Inc. only. The reproduction of this report, except in full, by any method or its transmittal by any means to a third party without the written permission of ADaPT Engineering, Inc., is prohibited. w,P ng P. ior GeotbthnitfEngrneer .119mpson,&Apsociates: ADaPT December 1; 1997 :Page 2 vt, •-e 4 .14 ea . . We would like to thank you for selecting ADaPT Engineering Inc. to provide you with geotechnical and environmental engineering services. If you have any questions, please contact us at (206) 654-7045. • 7 Respectfully Submitted, ADaPT Engineering, Inc. , Kurt W. Groesch, P.E. Senior Geotechnical Engineer i; ‘.. INTRODUCTION SITE AND PROJECT DESCRIPTION 3.0 : SUBSURFACE INVESTIGATION 3:1 SOIL I 3.2 GROUNDWATER 2 4.0 RECOMMENDATIONS 2 4.1' SITE PREPARATION AND GENERAL EARTHWORK 4.2 ` STRUCTURAL FILL 3 4.3 SEISMIC DESIGN CONSIDERATIONS 4 4.4 FOUNDATIONS 5 4.5 FOUNDATION WALLS 6 4:6 SLAB -ON -GRADE 6 4.7 EXCAVATIONS AND SLOPES 7 4.8 DRAINAGE 7 4.9 PAVEMENT AREAS 8 5.0 CONCLUSIONS 8 ,. -. 6.0 LIMITATIONS Location Map Site Plan TABLE OF CONTENTS Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 1 1.0 INTRODUCTION ADat'T Engineering, Inc. This report presents the results of our field exploration program and geotechnical engineering study. The purpose of our study was to provide geotechnical recommendations for design and construction of the proposed Q Lube store given the actual building load requirements. Our field exploration program consisted of two hollow -stem auger test borings drilled within the proposed building footprint as shown on the attached Site and Exploration Plan (Figure 2). The test borings indicate the site is underlain by asphalt pavement above about 2 -feet of fill, and then by alternating layers of loose sand and soft silt to the 33 -foot depth. Below 33 -feet, loose, black, saturated coarse sand was encountered, which extended to the full depth of the exploration, at 40 -feet. Both discrete layers of peat and scattered organics were encountered. The near surface soils below the pavement and surficial fill are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. Based upon the available soil information, and the actual Q Lube building load requirements, it is our opinion that the proposed Q Lube facility can be developed utilizing conventional foundations supported on structural fill underlain by a geotextile separation fabric. Because of the soft soils and near - surface groundwater, the excavation will require either temporary shoring or relatively flat side slopes to allow safe foundation construction. The subsurface conditions encountered in each test boring are summarized on the boring logs appended to our report. 2.0 SITE AND PROJECT DESCRIPTION The project site is that of an out - parcel in the Home Depot parking lot in Tukwila, Washington (see Figure 1, Location Map). The general site vicinity is South 180 Street and the West Valley Highway. This study is intended to address the specific geotechnical considerations for a two -story, two -bay Q -Lube retail outlet. The building footprint is approximately 1,725 square feet. The building would be of split face CMU construction, and would entail the excavation of a full basement below grade to accommodate two lubrication pits and storage. The floor above the retail area would be used for office space. Our recent visit to the site indicated that the site remains vacant, with development limited to fill placement and asphalt pavement in the proposed project area. As the remainder of the site is presently occupied with an existing asphalt parking areas, we do not anticipate significant grade changes. Site drainage will likely be conveyed through a system of catch basins to the adjacent street drainage system. The location of the proposed Q Lube in relation to the property boundaries and other major features is shown on the Site Plan, Figure 2. This Figure also shows the locations of test borings completed by ADaPT for this study. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ADaPT should be retained to perform a general review of the final design. 3.0 SUBSURFACE INVESTIGATION 3.1 Soil ADaPT completed a subsurface exploration program for the subject site on November 10, 1997. Two test borings were completed. The borings were advanced to a maximum depth of 40 -feet Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 2 ASPT Engineering, Inc. below the existing site grade. Similar subsurface conditions were disclosed in both test borings. The site is asphalt surfaced. The thickness of the pavement structure was 2- inches to 3- inches of asphalt, underlain by about 4- inches of crushed rock base course, over sandy gravelly fill to a depth of 2 -feet. The existing pavement is then underlain by alternating layers of loose sand and soft silt to a depth of 33 -feet. The silts and sands are underlain in turn by loose, black, saturated coarse sand to the full depth of the exploration at 40 -feet. Both discrete layers of peat and scattered organics were encountered in the test borings accomplished for this study. The near surface soils are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. Boring B -1 was advanced near the southeast corner of the proposed structure. The soils directly below the pavement and near - surface fill consist of moist, soft, dark gray to black silt, which was interbedded with fine sand at 10 feet, and was classified as saturated fine sand in the sample recovered at a depth of 15 -feet. A discrete layer of peat was noted in the 20 -foot sample. The soils were classified as soft. The site stratigraphy disclosed at the location of Boring B -2 was similar. Boring B -2 was advanced at the northwest corner of the proposed structure. This boring indicated soft silts directly below the pavement and surficial fill, which extended to the full depth explored. At a depth of 10 -feet, the silt was interbedded with sand and indicated a trace of organics. Boring B -2 was terminated at a depth of 16.5 feet. It should be recognized that subsurface conditions may vary between locations of the test borings. Some variation from the conditions encountered should be anticipated. 3.2 Groundwater Groundwater seepage was observed at a depth of about 10 -feet in both test borings accomplished for this study. The depth to groundwater, and the volume of groundwater will likely vary, depending on seasonal variations in rainfall, regional changes in the groundwater regime, changes in site utilization, and other factors. 4.0 RECOMMENDATIONS Based on the available subsurface exploration information and the actual building load requirements, we offer the following recommendations for the design and construction of the proposed Q Lube store at the subject site. It is our opinion that the proposed Q Lube building may be supported on a conventional spread footing foundation bearing upon properly compacted structural fill of adequate thickness in lieu of pile foundations or other deep foundation options. The silt soils contain a high fines content. These soils would be difficult to be re -used as structural fill as they can only be placed in favorable weather conditions. Depending on weather conditions and costs, the use of selected import fills is recommended, or the substitution of lean mix concrete or CDF and should be considered to expedite construction. We anticipate that the existing grades in the proposed development area will not require significant elevation changes to achieve proposed design grades. The excavation required to achieve the proposed lubrication pit subgrade elevation will be approximately 8 feet within the building area. We recommend that the foundation for the lubrication pit be supported on a minimum of two (2) feet of compacted structural fill, underlain by a gotextile separation fabric. As an alternative to ST 4.2 Structural Fill Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 3 4.1 Site Preparation and General Earthwork ADtt'T Engineering, Inc. structural fill placement, the use of lean concrete, or Controlled Density Fill (CDF) may be considered for fill purposes below the footings. The use of lean concrete or CDF would expedite construction by limiting the time the overexcavation would need to remain open, and would also reduce dewatering requirements and allow fill placement to take place in a wider variety of site and weather conditions. At the time of the field exploration program, it was noted that the lower soils within or slightly below the pit bottom elevation tended to be wet or saturated, and groundwater seepage was noted at about 10 -feet below the existing grade in the borings. In our opinion, fluctuations in groundwater levels at this site should be expected on a seasonal and annual basis. We recommend that the lubrication pit be provided with a perimeter drainage system to prevent hydrostatic pressure from acting on its' lower portions. Alternatively, the basement could be designed to compensate for buoyancy forces and leakage without the use of foundation drainage. As mentioned above, we do not anticipate that significant grade changes will be required to achieve proposed site grades. Site preparation will largely consist of stripping of the surficial pavement, followed by excavation of the lubrication pit and site utilities. The installation of the lubrication pit will require an excavation extending to a depth of approximately 8 -feet below existing grades. While sufficient room is available to lay the excavation side walls back at safe slope inclinations, it may be expedient to shore the excavation so as to limit the existing asphalt pavement removed to allow the pit excavation to proceed, and the backfill required to backfill the open cut, once the pit walls are cast. At foundation locations, foundation preparation would additionally involve overexcavation and installation of structural fill bearing prism below the footings. Localized groundwater seepage is anticipated within the top 10 feet of soils at the time of the lubrication pit excavation. We recommend that the contractor place a working pad consisting of 12 inches of 4 to 6 inch diameter quarry rock underlain by a layer of geotextile. This material will protect the underlying subgrade soil from becoming soft and unstable during slab construction. Below footings, the thickness of spalls and fill should be increased to 2 -feet. Additionally, this free - draining material will provide good working surface above any seepage that may collect in the excavation base before being pumped out. As an alternative to fill placement, the use of lean concrete, or Controlled Density Fill (CDF) may be considered for fill purposes below the footings. Structural fill is defined as any compacted fill placed under buildings, roadways, slabs, pavements, or any other load- bearing areas, such as utility subgrade. Structural fill located under the footings, floor slabs, or utility lines, should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density, determined in accordance with ASTM Test Designation D -1557 (modified Proctor). The fill materials should be placed at or within 2 percent of the optimum moisture content. Fill under pavements and walks should be placed in horizontal lifts and compacted to 90 percent of maximum U.S. Standard Sieve Size Percent Passing by Dry Weight 3 inch 100 3/4 inch 50 -100 No. 4 25 -65 No. 10 10 -50 No. 40 0 -20 No. 200 5 maximum Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 4 AdoriT Engineering, Inc. density, except for the top 12 inches, which should be compacted to 95 percent of maximum density. Where structural fill is placed below footings, the fill should extend laterally at an inclination of 1H:1V (Horizontal: Vertical) from the outside edge of the footing to the base of the excavation. During dry weather, most non - organic soils can be used as structural fill under ideal weather and soil moisture contents at the time of compaction. The soils at this site have a high fines content (fines passing the No. 200 sieve), and would be considered moisture sensitive and prone to disturbance when wet. Generally, soil with more than 5 percent fines can become unstable if exposed to construction traffic and excessive moisture, and compaction and grading will be difficult or impossible to achieve if the soil moisture increases significantly above its optimum condition. The site soils are considered to be well above the optimum moisture content. As a result, we do not recommend the use of these soils for structural fill during wet weather conditions. We recommend the slab area be stabilized by the placement of 1 -foot layer of quarry spalls underlain by a geotextile separation fabric. At a minimum, we recommend that all foundation members be supported above a two -foot minimum thickness of compacted structural fill consisting of import soils. As a construction expedient, the use of lean concrete or CDF may be considered for fill placement below footings. The imported material to be used as structural fills should be free - draining and have a gradation that meets the minimum specification given in Table 1, unless approved by the soils engineer. 4.3 Seismic Design Considerations Table 1 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 our analysis of on -site explorations, we interpret the subsurface site conditions to correspond to a seismic soil profile type S -3, as defined by Table 164 of the 1994 Uniform Building Code. Soil Profile type S -3 applies to a profile consisting of at least 20 feet of soft to medium stiff clay. Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 5 4.4 Foundations 7 Engineering, Inc. We recommend that all building exterior footings and lubrication pit foundation be founded on compacted structural fill placed on prepared subgrade soils. For footings founded on a minimum of two (2) feet pad of compacted sand/gravel structural fill, we recommend an allowable bearing pressure of 1,500 pounds per square foot (psf) be utilized. We recommend that continuous footings have a minimum width of 16 inches and individual footings a minimum width of 24 inches. All exterior footings exposed to frost action shall be placed a minimum 18 inches below finished grade. Either CDF or lean mix concrete may be substituted for the structural fill below footings. Lateral loads can be resisted by friction between the foundation and compacted structural fill, or by passive earth pressure acting on the buried portions of the foundations. The foundations must be poured "neat" against the existing soil, or backfilled with a compacted fill meeting the compaction requirements for structural fill outlined previously. We recommend the following design parameters, which are expressed as equivalent fluid densities. Passive pressure = 250 pcf (Below groundwater seepage level) = 125 pcf Coefficient of friction = 0.30 The above values include a factor of safety of 1.5. With structural loading as expected, total settlements ranging between approximately 1 to 2 inches, and differential settlements of approximately one -half to one inch are possible. Most of the anticipated settlements should occur during construction as dead loads are applied. A one -third increase in allowable bearing capacity may be utilized for short -term loads such as in the case of a seismic event or wind loading. All footing excavations should be examined by a ADaPT geotechnical soils engineer prior to placing forms or rebar, to verify that subgrade conditions are as anticipated in this report. If loose or soft soil conditions are encountered, these soils shall be compacted, or removed and replaced with structural fill. Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 6 4.5 Foundation Walls 4.6 Slab -on -Grade APT Engineering, Inc. Foundation walls for the proposed lubrication pit should be designed to resist the lateral earth pressures imposed by the retained soils. Since the foundation walls will not be allowed to move and mobilize active earth pressures, the foundation walls should be designed to resist the lateral earth pressure imposed by at -rest conditions. We recommend using at -rest pressure equal to an equivalent fluid with a unit weight of 60 pounds per cubic foot (pcf). This value is based on a horizontal backfill condition, and assumes that surcharges due to backfill slopes, hydrostatic pressures, structural loads, or other surcharges loads will not act on the foundation walls. If such surcharges are to apply, they should be added to the above design lateral pressure. Because of the fine - grained nature of the site soils, we recommend foundation walls be provided with a perimeter drain system. The walls should be backfilled with a free draining material. We recommend that wall backfill material conform to the specification for structural backfill presented in Table 1 above, except that this material should contain no more than 3 percent fines passing the U.S. No. 200 sieve. The free draining material should extend at least 18 inches behind the wall. The remainder of the backfill should consist of structural fill. A perforated drainpipe should be placed at the base of the wall. The drainpipe should be perforated with holes less than one - quarter inch in diameter, and be fully enveloped by three - eighths inch pea gravel. The building's slab -on -grade floors may be constructed above the recommended thickness of one foot of structural fill, which has been prepared as described within the Site Preparation and General Earthwork section of this report. To prevent moisture transfer from subgrade soils into the interior spaces, the building slab areas should be provided with a capillary break. The capillary break material should consist of 4 inches of clean building sand or pea - gravel. This material should be free draining and contain less than 3 percent fines. We also recommend utilization of a vapor barrier such as a 6 -mil plastic membrane to prevent moisture build up beneath the concrete slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. The slab -on -grade floor of the lubrication pit can be supported on the structural fill required to reestablish the subgrade elevation after excavation of the native soil, and placement of the quarry spall working pad. Regardless of whether the lubrication pit foundation is, or is not, provided with a perimeter foundation drain, we recommend that the slab and foundation walls be sealed with waterproofing. In the absence of a perimeter and underslab drains, the uplift forces on the slab may be calculated assuming 4 feet of upwards hydrostatic pressure with a unit weight of 62.4 pounds per cubic foot. Additionally, the pit foundation should include waterstops at the slab and foundation wall connections to prevent groundwater seepage into the pit should the perimeter drain fail. Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 7 4.7 Excavations and Slopes 4.8 Drainage AiaPT Engineering, Inc. We anticipate that excavations on the order of 8 feet plus the necessary overexcavation for structural fill installation will be required to remove the native soil from beneath the proposed lubrication pit subgrade elevations. Similar excavations will also be required for installation of site utilities Excavation slopes should not be steeper than the limits specified in local, state and federal safety regulations. Temporary cuts greater than four feet in height should be sloped at an inclination no steeper than 2H:1 V (Horizontal:Vertical). Where the excavation for the lubrication pit is to be conducted, we recommend that the initial cuts be opened in short sections of 10 feet or less, so that localized groundwater, if any, seepage inflow volumes and the stability of the excavation side walls can be evaluated by a soils engineer from our office. If unstable conditions develop, the excavations should be laid back at shallower inclinations, or backfilled until a plan to de -water and stabilize the excavation is developed. In order to limit site disturbance and pavement replacement related to the open cut option, you may elect to shore the excavation. If a dewatering system is required, we anticipate either deep wells or well points may be used. Dewatering should be completed in advance of excavation. If stable slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary to complete the pit excavation. Utility excavations would typically utilize trench boxes. Such shoring will help protect against slope or excavation collapse, and will provide protection to workmen in the excavation. In order to minimize site disturbance related to open cuts at this site, we strongly recommend this site have shoring. If temporary shoring is required for the basement excavation, the shoring system should be designed to resist the "at- rest" lateral pressures outlined earlier. Generally, the resistance to the lateral loads on the shoring system is provided by passive pressure below the base of the cut. In this case, the passive pressure criteria outlined earlier for saturated conditions should be utilized. The design of the shoring system for the contractor should be completed by a Professional Engineer, and reviewed and approved by ADaPT. We recommend that the lubrication pit be provided with a permanent perimeter footing drain. The footing drain system should be constructed as recommended in the Foundation Walls section of this report. In lieu of providing a perimeter drainage system, we recommend that the lubrication pit be designed as a watertight structure in the event that the drainage system fails. Therefore, the basement should be designed to resist hydrostatic uplift forces, and utilize waterstops between the foundation walls and slab connections. This design, combined with waterproofing both the interior and exterior of the structure, are commonly used by local designers in similar applications. Roof downspouts should be tightlined to discharge into the storm -water collection system separately from the footing drain system. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the downspout tightline systems. The site should be graded such that surface water is directed away from the building areas. Water must not be allowed to stand in any area where slabs or pavements are to be constructed. Final site grades must allow for drainage ( J ADaPT Engineering, Inc. Thompson & Associates ADaPT Job No. S -WA97 -721 December 1, 1997 Page 8 away from the building foundations. We suggest that the ground be sloped at a gradient of 3 percent for a distance of at least ten feet away from the buildings, except in paved areas, which can be sloped at a gradient of 1 percent. 4.9 Pavement Areas The adequacy of site pavements is related to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. The following pavement section for design of lightly - loaded traffic areas. This section is what was observed during our field exploration program. The alternative section would provide similar structural capacity: • Two inches of Asphalt Concrete (AC) over 4 inches of Crushed Rock Base (CRB) material, or, • Two inches of AC over three inches of Asphalt Treated Base (ATB) material. 5.0 CONCLUSIONS6 In conclusion, we feel that the proposed construction is compatible with the existing site conditions provided that the foregoing recommendations are implemented in the design. We recommend that ADaPT be retained throughout the project to assure compliance with these recommendations and specifications. 6.0 LIMITATIONS This report has been prepared to aid in the evaluation of the site. Our conclusions and recommendations have been prepared in accordance with generally accepted professional engineering principles and practices. We make no other warranty, either expressed or implied. Our conclusions are based on the results of the field exploration and on our interpretation of surface and subsurface conditions. Largely, our study relied on widely spaced explorations. We recommend that ADaPT be retained during construction and be allowed an opportunity to confirm the conditions assumed in design during the initial earthwork phase once construction equipment has been mobilized to the site. If conditions are encountered that appear to be different from those described in this report, we should be notified so that we may review and verify or modify our recommendations. This report has been prepared for the exclusive use of Thompson & Associates and their agents for specific application to the project site. Use or reliance upon this report by a third is at their own risk. ADaPT does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to ADaPT. ADaPT Engineering, Inc. 800 Maynard Avenue S., Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 Fax : 206.654.7048 DO NOT SCALE FIGURE 1 - Vicinity Map Location : South 180th Street & West Valley Hwy Tukwila, Washington Client : Thompson & Associates Date : 11/11/97 Job * : S —WA -97 -721 0 10 20 SCALE tN FEET ADaPT Engineering, Inc. 800 Maynard Avenue S., Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 .Fox : 206.654.7048 FIGURE 2 - Site Plan Location : South 180th Street & West Valley Hwy Tukwila, Washington Cgant : Thompson & Associates Date : 11/11/97 Job # : S— WA- 97 -72' L.JaPT Engineering, Inc. BORING LOG 800 Mhtrwd Avenue South, Sub 403 SEATTLE, WASHINGTON 88134 TEL: 208.854.7045 FAX: 208.654.7048 PROJECT : Tukwila 0-Lube JOb Number : WA97 -721 Boring No.: B-1 South 180th Street 8 West Valley Hwy. Tukwila, Washington Draft ashram : 1YA Wall d : wA I Di.na Swim emir : wA cw Swaim : WA AS -BUILT DESIGN TE11RI0 I Oil I a m� 2" Asphalt, 4" granular base over silty sandy gravelly fill. Moist, soft, dark grey to black, SILT with trace organic. Change to grey @ 5'. Soft, grey, interbedded sand and silt with trace organic, wet @ 10'. Grey, loose, saturated, fine sand. Peat Grey, soft, saturated, interbedded sand/siWpeat. I Si 1 1 I 1 - - - — — _ 5 10- „Z „" _ -15- . � -20- -25 _ — i— _ 30 1 LEGEND tan* D.e 411or:erwr V Milo War Leal tlOWN I a>s- rd,ID.Derwwr DA1t X Irw+o nil Iloaw..r INDWrr Ural e / ono • MOW. MAW I o: t ort D!Ul completion Date : Logput ay • K.V.L. BORING LOG �" . �� ��� Menu' Inc. e00 Maynard South. Suits 403 SEATTLE, WASHINGTON 90134 TEL: 208.854.7045 FAX: 208.854.7048 PROJECT :Tukwila 0-Lube Job Number : WA97 -721 Boring No.: e-1 South 180th Street & West Valley Hwy. Tukwila, Washington aloft alleranos ' PO "M°"yw' NIA Omni Salm firm : : la c EIws .n : WA AS•BUILTDESIGN X10 11 '30 IF I di ME M 01110110 OlICKAI MAO Grey, soft, saturated, interbedded sand/slit/peat. Black, loose, saturated, medium to coarse sand. (Kent Valley sand formation). — 10' of heaving encountered. - T 1 — — se 37 pith 5 - . - -35- 40 Boring terminated 61 40'. — Hole caving in to 11' at the end of drilling after _ removal of auger. — -45- -50- -55- --- 60 LEGEND —L IAA% O. D.I Ism. T lab Walt laeIIMks WI X w hmM C] 7 K / X \ rnntw INN Wally LAM _ " aTI Anwlod TWIN �-- PAP 2 o 2 • PROJECT : Tukwila Q-Lube Job Number : WA97 -721 Boring No.: B-2 South 180th Street & West Valley Hwy. Tukwila, Washington Omni lute Omen : -0- -5 -10- -15 -20 BORING LOG 3" Asphalt, 4" granular base over silty sandy gravelly fill. Moist, dark grey to black, soft SILT with trace organic. Change to grey @ 5'. Grey, soft, wet, Interbedded silt and sand with trace of peat. Boring terminated Q 16.5'. Hole caving in to 11.5' at the end of drilling after removal of auger. -25 r r r -30 LEGEND I I EG limp O. D. M'a)Mu S. . X O wMe nl lbaewr i w i . Atitolad drr brung Start Dab : 11/10/97 MIM CS0 I : WA Coins MAIM : WA S1 S3 V IIYro Vier LAW d Dim DAM _EL Mao War UAW DAM Meng Completion Dab : 11/10/97 11110 ull L JaPT Engineering, Inc. •00 Meyna d Avenue South, SuIM 403 SEATTLE, WASHINGTON 98134 TEL: 206.854.7045 FAX: 206.854.7048 AS-BUILT DESIGN 1.71. d,LD.D&UIw Page 1 of 1 Logged By : K.V.L• Prepared for: Roger 011enburg/Architect 555 116th Avenue NE Suite 155 Bellevue, Washington 98004 Prepared by: SYMONDS CONSULTING ENGINEERS, INC. 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 r eview Comment Response tructural Calculations �r Q -Lube at outh 180th Street 'ukwila, Washington SYMOND . rt Project Client Subject ?A, 6 ca- tpb Afz) COi 77-tS az-ite 0,a,olcoiv2)601 .0446: \1 2\.- *6@ \a" kr\ ID,Ok--rt 1601 Second Ave. • Suite 1000 • Seattle, WA 1-1541 P: 206/441-1855 • F: 206/448-7167 job No. ,0 ( 6 Page of By. Date 2 Cheched Date 0.-Opsc (7 . -T J\kmak • LD abcs)4. 1"0443 I 0/1)-00 +` e -rcituily40 r. 4130 k-\`` t., (4'.-cp( ' Project • Client • Subject a—LuJelt_ Pr 00 .-- 30t AS P .. LL 6) pse • DL 63) G) p-e -= (Isi(1/0:) ccb 1601 Second Ave.. Suite 1000 Seattle, WA .1-1541' P: 206/441-1855 F: 206/448-7167 Job No, e By Checked (A 5 e. \‘ T TI .6 C 3 "1' e — LA)' \c-f 9 V) \.^J:- 101 p J.4 - Ydo Lta`t 4 1.1s(151 o 6(4. •t1 )c/04 - ( L. P3 - 11 Page of Date ( 1 4 Ma Date • .„ SYMONDSc Project Cheat Subject ect.) e-Yr6, -- 7!f UAL. /c4/o UbC, c.,.r rYkere, 1ckn-i-yed-ed iock-aL.f.) e f re_ Locx.„4 05 \re.N.'ic..te, tY ,AeDc61 11 \-\ , \:Arkuir(\ Las &LI 0, ,, (1) kW .541 RC Liti -\ LSri\-+ iclAf . e , c7; - (\h54-e 4o Tetiole., asVA'.9 C1/4.cc-emzcbljc4 more qkan .petsse,y 2000 ‘(3 er Ct- S A ctire-0 Cc -- evr-cGi\s 1601 Second Ave. • Suite 1000 • Seattle, WA 9L1-1541 P: 206/441-1855 • F: 206/448-7167 Jaw°. 9(00(.69, L0 By Checked A - 1 9,S —1) = RDL. e 60 4. 0 . 5 ) Ccl A -b14) bso \b Loico Page of Date&12-1 6 Date eiLovt ASS WrA-1_ ( 2... 1 4• Cl.e.): • e \‘ cr6 alck— P , , 6,\6\e--C-€. -1 6,1 Z-3lp MSC Project a L. '�.-' Client Subject BY r.6 Checked 1601 Second Ave. • Suite 1000 • Seattle, WA L1-1541 P: 206/441-1855 F: 206/448-7167 job No. ( ( i L Page of Date 1121 "1 Date ( 1, Lice). • 10 A I 21 I 1 4 " 7 2 •1■■.. 2. ,o03. . 6,6 L ,0I3 A OlLo l-k-Sk • 2 b A6 r— I SS . 41 2- At ( -N ILI-k\e.,--c•L' '7 k9--Ct , co Lo. fl\ czTP- • • • . 7- I. / 14 r rmt uS■ ry (AL . . ..• . . • 2 ; r ' . Project L. \YC Job No. q G Oco 9.: Co Page, 1 . r ' oof Client By . Dates ( (::.7 Subject Checked bate 18c.cA. % O. 0414 `— d.ecie C -cv < 1601 Second Ave. • Suite 1000 • Seattle, WA 91.„ P: 206/4414855 • F: 206/448 -7167 Checked SYMONDSc ,; 1601 Second Ave. • Suite 1000 • Seattle, WA 9(1,..\ -1541 P: 206/441-1855 • F: 206/448-7167 Project ( °lent Subject _ 2 Er 4• S Clop) .6L1 \,°162\x/0 kv \-dk �e Lt ..1._ j°"° 61 0 (09 t By CP( Page of 1 °w e Si 13 / Date • ne - tz - 3 IC,r) ple / 0.111a -id' Li -2.L.H) ci,Lilss S =t).? - 1 ok 4" A 0.ca 6c-r- 1494 5°X q 124 /6 ‘, \ xi 01 c12, 1"- -h ■s;\ a4 63-e 7 1 4 d ,. an6trvakt-iilk-e-- , c ( 461 L i - kl Cid . ot 1L0-7) EC. bik " YMOND Project • Client Subject 1601 Second Ave. • Suite 1000 • Seattle, WA 6-1541 P: 206/441-1855 • F 206/448-7167 Job No. C otp ? (j i Page g of By t 66L__ Date Checked •■•• ioad slcry‘ czyl.cANee OL. 2 rje.._ 1 ' IL LI 'r 1.k 4,Liv-.1,0 1 ci • I 1 3:1 • \\\frad u.._ 't2kkv- r VADYI 7 0%Lior- 10,f H.D3o .',VueSe, 61, • Pt 2 6,216:1:6=A 2,4 '2L-f-tiA • hz- 0z6 I l 1 4;1Wr,, 0,16i= Pal cDt.‘, cAuck -r-Leur 0.3as 4 4, \ /21g1cape- g, -Dp '1641 .4 12,1k..aok, Protect (� Client Subject 1601 Second Ave. • Suite 1000 • Seattle, WA 1 -1541 P: 206/441 -1855 • Fi 206/448 -7167 Co Job No. ' C 0( 0 1 . 1.40 . Page `i. '7 SYMONDSc Project Client Subject aLi3O44_ 1601 Second Ave. • Suite 1000 • Seattle, WA Li\ -1541 P: 206/441-1855 • F: 206/448-7167 I Job No. e/1 ( 4 C Page of I By Date 61 ait Chechcd Date ra Qc sktro • mIdoie- cefri.;4-rm - C■ (2.)'1)(0 • Project Client Subject 1601 Second Ave. • Suite 1000 • Seattle, WA P: 206/441-1855 • F: 206/448-7167 Job No. By Checked SLF k-Ak- d Li' :2 .5 Skea- 0)0S-D L of 0/ Date Page Date \j L1L al q',2„v 68 p 4.41 \\e- t - tk6g 1-tCoA kr\cL )O4 -41/ Cpcopi-Caet sa poi SYMONDS° Project Client • Subject v'eL3 4 -4 TL 1601 Second Ave. • Suite 1000 • Seattle, WA 1-1541 P: 206/441-1855 • F: 206/448-7167 By. l: -5 4.— Checked Job No ( 0 L Page of ill) I/20/.9e Date CQ—s[r Date 7ssusie,Y zst ($-v) SYMONDSc Project a L Client Subject 1601 Second Ave. • Suite 1000 • Seattle, WA :%1 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. ( 06 Page Checked e . d 1e0.) C611,11,-.. Z Z-e 4 Sri( wot eo 24.1# 4- _, `= 22 4 , WE-4 ckk... --1+ - - - - Ia th wt 31 tAig- (Su P i ul-Qc � b'"kL45 3 8 4 pL -P aJ � 2 ( 13 By Date latv- Date vo St ?1 I DS I 2 ?. 6.4 I (o 1)4p 1-C 1)1.• =2L • , • • • ' • • • , • , .• • . . • • • . • • , „ , • , • • .• ...• , Pro jut Client Subject SYMON 1601:Second Ave. •Suite 1000 • Seattle, WA t.... C 11-1541 P: 206/441-1855 • F:206/448-7167 3/ 3 I jab No. 9 CO Page of t 3 aD te BY Checked Date teu. Ce-rAdy-124 t v yLIA ct-E .m4i1 4_ -rlae■ ea)L tait tro : d ,„. oc,a_Lo I I b - roJo■t. 9,1s 11 cnereA-7 s44 boi •ft` 41.1- ix60 s1/4e1,33 -= 2, tau() 620*i 6ol-E sit ---4 I )) .() f 41aQC3 feu Ji Ac t 28 \ Aw--1- 61.6 ■ Prepared for: Roger 011enburg/Architect 555 116th Avenue NE Suite 155 Bellevue; Washington 98004 Prepared by: SYMONDS CONSULTING ENGINEERS, INC. 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 EXPIRES 2/20/ c l% 96069.6 Kristi Stingl Lewis February 18, 1998 Pr4W Chen( J eC Subject tS tl Second Ave. • Suitr 1000 • .Seatticr WA 98101. P: 206/441.1855 • F: 206/448.7167 p,b No. 16669. 6 OIIP,•..Enre, cry J Chcchrd T T 8E, hz 83.1 Z @d 81,Z t4): ikc-,) 4- 2 ►. -4c2 qDp-Q ' /A;6 U�� �e —T-1L ' SeeN3 11SNO0 SONOWAS 19T1- 8b7-9 @Z • RI . ht Wall De • th 26" 30" 34" 38" 42" 46" 50" •14 16 18 318 297 276 307 288 269 296 279 263 285 271 [ 255 ' 43 260 1 249 .1t, 238 259 243 228 252 237 223 245 231 219 240 226 1,213 236 '• 222 1 210 231 1 218 I 207 220 214 203 tt:' 203 200 rt r 189 .. ( I7� ..: '<< , : J 14 , 'tih '24 i C`t ! ti.:.. -; ;P " f,... ir; i .y. x i+!_, it , • t 1 � .) ; ''t! fi •60 ' i• C...:4;;;• ' 1 y ' ` I L.,: u�i7 215 211 207 202 I 200 1 195 193 187 181 174 157 t' �:1 1'.' '.'r ; 4 ,. • a w �; �, ':.4. • f 1 .' .. 20 22 24 26 28 30 32 34 36 38 42 44 46 48 50 52 54 56 58 `'81, •% • it .. 4, M'r. i`1, , . I. L ; {i . ? 4 ,(i4 • Tf ¢ • i 99.1 i trdd 4.87:: ;1J96' i 67 JO i ' 5 9 .j3,t;..° t; 52 X65, _.. 47 160 1Lt•Y - 42 . •55): , 38 .50 t ji.i 46' 1C i134 40'4! ' 38 IG ' 3B4 1•31•35r: 62 64 66 68 Span Right Wall Depth 38" 142" 146" I 50" 18 241 227 213 201 20 23 223 209 198 22 23? 7 206 '96 24 227 215 : 203 ' 193 26 223. 211 ; 201 190 28 219 ; 207 • 198 ' ' 184 30 11 204 194 178 32 ".'L 188 170 34 . • . 172 159 36 38 r` ` i` "i }I 140 40 1 kai' !7 ; 132 42 10. t. ; 12 3 44 a pt f'1 1 "3 46 t; - ' ,r, %i ,' 48 '85 "j6' •'y' ; r'., 50 Q:76:; ; . ';• • 1 ' 52 m -72't tilt£ 54 tttltilk.4 ; • 2,, 58 ' s< : : i ii r. r . 62 48 1 ,; d ' % 64 04 "1,17 `1,W.:,. , . 45:1 66 41 45 7 ••1 198 41 1.. t 68 70 f ,. ,Tapered TILTM Series 281. 263 247 232 274 256 241 227 265 249 235 221 258 243 ( 230 . 216 238 225 ` 212 220 1 209 205 '•181' 4 " Left all Depth 26" Left Wall Depth (Sean 122 24 26 _ 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 6 12 Right Wall Depth 30" l 34" 138" l 42" 146" I 50" 278 260 245 229 216 205 270 25 239 225 213 201 262 248 234 221 209 195 241 243 ' 229 217'_ 205 195 .1219> 223 ; 225 213 • 202 191 207 209 200 • 187 X1,•, "1.< 195 1.' ,i � 7 174 1 62 t a 149 135 1123 TOT w i 55 1,1 50 45 41 try 18" Left Wall Depth 30" Left Wall Depth 259 243 228 214 203 253 238 223 211 200 247 233 219 208 196 241 228 1 216 1 204 ". 194 236 i 224 ; 212, 201 1 191 1, 217 I 209i 198 l 186 ?00 194 179 184 172 161 150 141 129 Load Ta! /Snow (115 %) Allowable Uniform Load (pH) 22" Left Wall Depth 34" Left Wall Depth Other depth combinations are available (minimum wall depth = 14 ": maximum wall depth = 50 ") Use the TJ•Beam'" soltware program or contact your Trus Joist MacMillan representative for assistance in sizing other depths. 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2 Straight line interpolations may be made between depths and spans. 3 Values shown are maximum allowable load capacities of the trusses in pounds per lineal loot (pil) based on • simple span. uniformly loaded conditions. • an assumed 25 °%° ratio 01 dead load to total load (eg.: 30 psi live/ t 0 psi dead). These tables may be non-conservative it the actual ratio is higher than 25 %. A more accurate analysis can be obtained by using the TJ•Beam'" software program • top chord no•notch bearing clips with 1 bearing Higher values may be possible with other types of bearing clips a These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of t" 12 ") with or without cantilevers +(e 4roK both ends Cantilevers are funded to ' 1 of the main span provided the inboard shear for cantilevered conditions is ited to 2.500 Itol r 5 Values in gray shaded areas may be increased 7% for repetitive member usage If the criteria on page 9 7 are met. .. r 1^1 R Q'Q•OJ NI RI , ht Wa I De • th 22" 26" 30" 34" 38" f 46" 50" 14 342 1 320 299 280 262 246 231 217 16 326 i 308 289 271 • 255 238 224 212 18 297 281. 263 • 248 233 220 208 20 " 271 256 242 2 27 215 204 22 -• ••' . 250 237 224 211 200 24 ' 231 219 207 197 26 215 204 194' 28 ••1 198 188 30.. 182 32 1 >. .. 1 "1 34 85 , 36 73 iy < 38 63 .' 40 55 • < ' Ala 42': 49 ;y 44 _43 .7r, 46 .. 48 50 .__ 46 ... :µ. 52 42 ;.... ..t 54 4 - , 56 ... _. ._._...._ . ,Tapered TILTM Series 281. 263 247 232 274 256 241 227 265 249 235 221 258 243 ( 230 . 216 238 225 ` 212 220 1 209 205 '•181' 4 " Left all Depth 26" Left Wall Depth (Sean 122 24 26 _ 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 6 12 Right Wall Depth 30" l 34" 138" l 42" 146" I 50" 278 260 245 229 216 205 270 25 239 225 213 201 262 248 234 221 209 195 241 243 ' 229 217'_ 205 195 .1219> 223 ; 225 213 • 202 191 207 209 200 • 187 X1,•, "1.< 195 1.' ,i � 7 174 1 62 t a 149 135 1123 TOT w i 55 1,1 50 45 41 try 18" Left Wall Depth 30" Left Wall Depth 259 243 228 214 203 253 238 223 211 200 247 233 219 208 196 241 228 1 216 1 204 ". 194 236 i 224 ; 212, 201 1 191 1, 217 I 209i 198 l 186 ?00 194 179 184 172 161 150 141 129 Load Ta! /Snow (115 %) Allowable Uniform Load (pH) 22" Left Wall Depth 34" Left Wall Depth Other depth combinations are available (minimum wall depth = 14 ": maximum wall depth = 50 ") Use the TJ•Beam'" soltware program or contact your Trus Joist MacMillan representative for assistance in sizing other depths. 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2 Straight line interpolations may be made between depths and spans. 3 Values shown are maximum allowable load capacities of the trusses in pounds per lineal loot (pil) based on • simple span. uniformly loaded conditions. • an assumed 25 °%° ratio 01 dead load to total load (eg.: 30 psi live/ t 0 psi dead). These tables may be non-conservative it the actual ratio is higher than 25 %. A more accurate analysis can be obtained by using the TJ•Beam'" software program • top chord no•notch bearing clips with 1 bearing Higher values may be possible with other types of bearing clips a These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of t" 12 ") with or without cantilevers +(e 4roK both ends Cantilevers are funded to ' 1 of the main span provided the inboard shear for cantilevered conditions is ited to 2.500 Itol r 5 Values in gray shaded areas may be increased 7% for repetitive member usage If the criteria on page 9 7 are met. .. r 1^1 R Q'Q•OJ NI Sccood Ave Suite 1000-• Seattle; WA :98101. , t •. Pr 206/441.1855. F::206/4 ,4bNo. qLyG�i T T 86 bZ 834 204 8G8 SNSNS fl$NQQ SQNOWJ.S• , 49T4- 81 -9w cycl RE �CUKVJ��•.A Pruitt(. Client SubXn AA. OP A q 4 01104 A!? I Second Ave. . SO.te 1000 • Seattle. WA • 98101.1 1 206/441 -1855. F; 206/448.7167 Project Client 1601 Second Ave.. `Suite 1000 Seattle, W'/{J}, J101 -1541 P: 206/441 -1855 F: 206/448 -7167 Job No 0. .9 1 } , [ I % .. Page : BY Date: Checked' :. Date 0155 QFY 585 SYMON D mim • Project Client Subject F i E . WV, 415 Ak e-E:t_ifyon,;+\.t_. . . A ( o i, s?ote;41 joi etc 6:3:1010' C O pit 1601 Second Ave. • Suite 1000 • Seattle, w( P: 206/4414855 • F: 206/448-7167 Job No 0 69 Page DL - 2_0 By p ay Date Checked Date Use_ TV TIT /\k il e 11-4' •, 4- Au)) b1e,-R \141,4 \ PI \/. ax los \Ai= 101\ pi.-P L ydo 4 /...2-S(N1 ) c. • a 5(0k II )cic) to. 1 (04k • lkoD -°' a ' ; 9- "`k OA of #18 00- 10 041 ?so' 1— .t .s'7 P a n 1 i Q.k;;12• ;4 , 1 4 /...04 . :. ',`•14Y 7 C ;r,• ••••� I 268 218 180 "' . � ' "' .a 270 250 232 "':14iy �� - 'r c -fir - •M •.t '. 280 258 240 MIESSE2ral3?'z "' .. `^ 1. ,,t•; N .. r• i..4 :iti.:l 290 267 248 , 1... r ry" .��.. ICO '. �� y ., 324 299 278 ', '` - • !!ii ►•'1 - 1. J P-, � r 339 312 290 : .��.- ...., -. �'a - v' . I . '1'• Ir:' 352 325 302 r. ,�, ' ti r �' .f '' �,` ' ►'� � 358 330 307 n -..=',46,.:- 2:) •n. : } ,i• t • 7 t'' • - COM es.:. -. %_ '• 350 323 I 300 1 28' .:11.:' ., ; : : � 350 323 300 30` . • u Nn it � n i � COM' i .:.. 350 323 300 , • •` � ,, ' � ( :;V, SpenN • ''..12a` �• ',.% . , 13 4-14, 15++ 150 216 210 224 232 259 271 282 286 280 280 280 1. 15;..;, ' m • 126 178 210 217 243 254 264 268 262 262 262 t': ;16 ?;i; 1, " : 101 142 197 187 204 228 239 249 252 247 247 247 7• , -;: r 81 154 115 186 152 193 193 216 226 235 238 233 233 233 • . - p (y • 1 p p a tf� �p m o �`QI.N NySrN N N N N RA l'f 1:1 � l!f�l~' P�f O r • ; ,t• ; 66 133 94 125 183 158 204 196 214 222 226 221 221 221 4q20 ;N 55 115 78 103 174 131 194 163 203 197 211 215 210 210 210 48 100 68 90 115 143 193 173 201 204 200 200 200 • 42 88 60 127 79 101 126 184 153 192 182 195 191 191 191 "�' 37 77 53 113 70 90 112 136 184 162 186 182 182 182 ax 47 100 62 80 100 121 174 145 179 170 175 175 175 -1.8. 1 42 89 55 71 89 109 130 153 168 166 168 rs 37 80 50 107 64 80 97 117 138 161 160 161 161 . 4. 7 :17 33 71 45 97 57 72 88 105 124 155 145 155 155 2 ' 40 87 52 65 79 95 113 131 150 150 -* tr ' 36 79 47 59 72 86 102 119 145 137 145 • ' 33 72 43 53 65 79 93 109 125 140 a;.. 39 83 49 60 72 85 99 115 135 . 32 4 35 78 44 55 66 78 91 105 131 32 71 41 50 60 71 83 96 37 46 55 66 77 89 • . ' 34 42 51 60 71 82 `?`T ' 32 70 39 47 56 65 76 • ". .: 36 43 52 60 70 40 48 56 65 • ,r" 37 44 52 60 1'' 40 .%i9 41 48 56 i.,. w..*a,tt�.:�•.•1i A1V.0 T11 Joist Load Tab' °s /Floor (100%) Performance Plus® Web Material • S mpl Span • Parallel TJI® Joist ` Allowable Uniform Load (plf) Nailed Fl. . �i��Cf 77,6 11 r . Or"' `r . m 07-- • •, -- :�C tIL -- 'S x ["'71!;111 / j � 1 / � � � +� s .i'y LC". - ' '' ♦1 , •1 (�' 1�• , �yy.. .,..._. _.. .. - .... ....W • • . COU :.'y 280 258 240 198 224 167 210 134 197 108 186 88 73 64 56 127 49 113 44 100 39 89 35 80 31 71 232 259 217 243 177 204 226 228 282 264 249 144 193 184 216 118 183 151 204 97 174 125 194 235 222 189 211 75 66 59 52 47 107 290 324 267 299 248 278 166 201 147 192 130 184 95 116 174 76 93 ■ 76 93 31 72 40 51 63 37 83 46 57 33 78 42 52 42 97 54 38 87 49 34 79 44 68 84 62 76 56 69 31 71 39 48 35 44 33 40 30 70 37 34 286 268 252 238 226 215 199 204 176 195 156 186 140 179 125 ■ 112 76 69 63 101 92 83 58 53 49 45 42 39 36 280 262 247 233 221 210 280 262 247 233 221 210 280 262 247 233 221 210 200 200 191 191 182 182 165 175 175 148 168 168 133 161 155 161 200 191 182 175 168 161 120 155 140 155 155 109 127 150 147 150 99 116 145 134 145 t gtri .23'. (�1 itiatv.t.; 90 105 122 140 82 96 111 135 75 88 102 131 69 81 63 74 58 68 2a'. 54 63 74 36i 50 58 68 '": ., 37; • 46 54 63 40 43 50 59 47 0 55 Glue - Nailed Floor 1. Values shown are maximum allowable load capacities of the joists in pounds per lineal foot (plf) based on simple span. unifo mly loaded conditions with web stiffener and bearing length criteria shown on page 3.2 (lower or higher load capacities may be possible with different criteria, use the TJ•Beam'• software program or contact your Trus Joist MacMillan representative for assistance. lues in gray - • areas may be increased 4% for repetitive member usage if the criteria on page 9.7 are met. , _ amber (2250' radius) is available for simple span applications only. Contact your Trus Joist MacMillan representative for availability � �� , r L I .,' ' 4. For loading conditions not covered by these tables (eg.: concentrated loads), use the TJ- Beam'" software program or contact your TruLOdisP MacMillan representative for assistance. , 7.4c P �t1 cGtAlec REV. 6/97 W • ••• •": • • , , • • • ••: • ,„ , I • v. • „ SYMON Proica Chem Subjccl r 100, "b \ = • 1601 Second Ave. • Suite 1000 • Seattle, WA c 01-1541 ___ P: 206/441-1855 • F: 206/448-7167 Job No q 6 06 di Page q By P71‹ Date ( /11-1 /18 Checked Date 2-2,5D i . is SAA,Ine■ F Z.. Fk, i r osi - • C - SC - 1 - f 7 OE), DC)Op F 1-0 CL 1- F (ss ,e-t) flpsi % m azsDC1 ree A ( 1, e Try 6 x 6 •• s, • • ' •(iVt5 MO, lc T,1de b) (NI V) • X 11 Ai • 5 Cll.. i-)Ct31.— • 3 '8 I 0700, 0°10(\ 4 13, 1 4) 5•<_ 6 DF 7: • • 17 • 1 -,.kuLe)e • lia,%41 k° -Car— • • com'i.59:e..4441"*.T , ) SYMON 1601 Second Ave. • Suite 1000 • Seattle, WA '" 01-1541 P: 206/441-1855 • F: 206/448-7167 Pro" Q.- Lviot.. Client Solject L' Joib i)c\iDert e - 1 - &-e Sqttt/ = s • L s p /14 + 3 ,, L, "2-5 p -1 2_00 I 0 3'- Job No. g6061 Page A o By p yk Date Checked Date ?..4 ( I " " ) Ify_o" 7_ m 11 - M . 70'3 AUO,DJL L— , BOIS -C4-16 e4kt_L 30i4 f3oi5)-7- R,oao > 11,156. VT C16)(I") (255o)(Is-o" 7— 116 Vit_.-= 3336. 112 2131 1 Aliotdc,,bk 2:330 lb 20_ Lf 60 lb >2.815 lb ok siLtkAos.,64 o L. • scek\°*11k.1% • • o r( Y.\ IO Ce141e‘ V)f•C 4'titat ••• Svbjca ess ( 5 I Second Ave. Suite 1000 Seattle, WA 98101 L ' P; 206/441.1855 1 206/448.7167 Job No.ei /./1j.� tly `� ='- Dat7 , q f q CAethcd Date : ?s TT 86t n 834 8218Na 11SNOO SQNOWJ�S L9T4-- 8170. -9e S?MO ND5 ProJ ett �u CCiou Sub Jett 1 ii;'/Second Ave, Suite 1000 Seattle, WA 98101 •1 P: 206/441-1855 • F: 206/4487167 lob No 616 i L l— . ,Pa B y Checked 1 pa = '172 C),H 0 80 D ,2� (7- Ut 1 . T ti e6, oz 634 9ad 812, SJ8►J3 . ilSNO9 SQNCINAS 49ti1.,- 8b7-98E C5 3(0" CITY OF TUKWILA 0 2 vin PERMIT CENTER SYMO • • •,:‘,„ • .• •, Project Client Subject L L.1/4.4:14_ CeLioJ2F Lr qo ( 't),) I '4-■r;r3 : • 17 "611 f2-6 " • 917 (:\I ' 67. G LV 4= 9-65proL 1601 Second Ave. • Suiie 1000 • Seattle, WA001-1541 P: 206/441-1855 • F: 206/448,7167 Job Ncibot , L Page of By 'V Date k VI Checked Date or. R EcetvED I 01:1 • (I 1 • . NI 1601 Second Ave Suite 1000: Seattle;. WA 01 =1 P: 206/441 - 1855'. Fi. 206/448- 7167 G160609'1 ' . Job No ' I By "/�L J • . ?Y. *60 SYMOND 1601 Second Ave. • Suite 1000. Seattle, WA (01-1541 P: 206/441-1855 • F: 206/448-7167 Project Page Client By Date Subject Checked Date • 5 D 2 - - ncor aim \S) c-ope-of LL I rt lop e 4 1-\-- Job No. 91 0 of 11/ R,E,ceNED CITY' OF TUKWiLA 1-1Pil 0 2 19 PERMIT CENTER Total Slab Deck SD Max. Unshored Clear Span Superimposed Live Load, PSF Clear Span (It.-P.) Depth Type 1 Span 2 Span 3 Span 7' -0 7'•6 8' -0 8' -6 9'-0 9' -6 10'•0 10'•6 11'•0 11'•6 12' -0 12'•6 13' -0 13'•6 14'-0 0.937 3VLI22 7' -8 9' -7 9' -7 216 195 149 133 120 109 99 90 83 76 70 64 59 54 50 5' 3VLI21 8'•11 11'•3 11' -4 230 206 187 170 128 116 106 96 88 81 74 68 63 58 54 3VLI20 9' -6 11'•11 12' -4 241 216 196 178 163 150. 111 101 93 85 78 72 66 61 57 0=21 3VLI19 10'•8 13' -2 13'•7 265 237 214 194 178 163 151 140 102 94 86 79 73 67 62 3VLI18 11'•8 14'•1 14'•6 289 261 238 218 201 186 173 161 151 142 106 98 92 86 80 44 PSF 3VLI17 12' -7 14'•11 15' -5 309 278 253 231 212 196 182 170 159 150 141 133 97 91 85 3VLI1. 13' -4 15' -8 15-11 327 294 267 24 223 r.. 1'1 178 1.7 156 147 139 132 96 3VLI22 7'-0 8' -9 8' -9 247 190 170 152 137 124 113 103 94 87 80 73 67 62 51/2 3VLI21 8'•4 10' -4 10'•4 262 235 213 162 146 133 120 110 101 92 85 78 72 66 61 3VLI20 9.0 11'•5 11' -9 275 247 223 203 186 140 127 116 106 97 89 82 76 70 65 (1=2 12') 10' -1 12'•7 13'•0 302 270 244 222 203 186 172 128 117 107 98 90 83 77 71 11' -1 13'•5 13'•11 330 298 271 248 229 212 197 184 173 130 121 112 105 98 92 50 PSF 11'•11 14' -3 14' -9 352 317 288 263 242 224 208 194 182 171 128 119 111 104 97 3VL116 12.8 15-0 15-5 373 335 304 277 255 2. 218 203 190 178 168 159 117 109 3VLI22 6' -5 8' -1 8'•1 242 214 191 171 154 • r 127 116 106 97 89 82 76 70 6' 3VLI21 7' -8 9' -7 9' -7 294 264 204 183 165 149 135 124 113 104 95 88 81 75 69 3V1120 8'•7 10'•11 10'•11 309 277 250 228 173 157 143 130 119 109 100 92 85 79 73 (l31 3VLI19 9' -8 12' -1 12' -6 339 304 274 249 227 la_ 157 143 131 120 110 102 94 87 80 3VLI18 10'•7 12' -11 13'•4 370 334 304 279 257 ("a$) 221 207 158 146 136 126 118 110 10 57 PSF 3VL117 11'•5 13' -9 14'•2 395 356 323 296 272 251 233 218 204 155 144 134 125 117 3VL116 12'-0 14'•5 14'•11 400 376 341 311 286 264 245 228 213 200 189 141 132 123 115 3VL122 6' -0 7 7' -5 268 237 212 190 171 155 141 129 118 108 99 91 84 78 72 612' 3VLI21 7' -1 8'•10 6' -10 326 254 226 203 183 165 150 137 126 115 106 97 90 83 77 3VLI20 8' -1 10' -1 10'•1 307 278 214 192 174 158 144 132 121 111 103 95 87 81 (1=31/7) 3VL119 9' -3 11' -7 12'•0 337 304 276 252 192 175 159 146 134 123 113 104 96 89 3VLI18 10'•1 12'•5 12'•10 371 338 309 285 264 246 189 175 162 151 140 131 122 115 63 PSF 3VL117 10'•11 13' -3 13' -8 400 395 359 328 302 279 259 242 186 172 160 149 139 130 121 3VLI16 11' -6 13' -11 14' -4 400 400 378 345 317 293 272 253 237 222 169 157 146 136 128 3VLI22 5' -7 6'•11 6-11 295 261 233 209 188 171 155 142 130 119 109 101 93 86 79 T 3VLI21 6' -7 8' -3 8' -3 316 279 249 223 201 182 165 151 138 127 116 107 99 91 84 3VL120 7'•6 9'•5 9' -5 338 262 212 192 174 159 145 133 122 113 104 89 8=41 3VLI19 8'•11 11' -3 11' -7 8 Q 370 334 234 211 192 175 160 147 135 124 115 8 98 3V1.118 9' -9 12'-0 12' -5 400 371 313 290 226 208 192 178 166 154 144 126 69 PSF 3VLI17 10' -6 12' -9 13' -2 400 400 394 360 331 306 285 265 204 189 176 164 153 143 134 3VL116 11'.1 13' -5 13' -10 400 400 400 379 348 322 298 278 260 200 185 172 161 150 140 3VLI22 5' -2 6' -6 6'-6 321 285 254 228 205 186 169 154 141 130 119 110 101 93 86 7 l/2 3VLI21 6' -2 7'.9 7' -9 344 304 271 243 219 198 180 164 150 138 127 117 108 100 92 3VL120 8'•10 8'•10 321 286 256 209 190 173 158 145 134 123 114 105 97 (1= 412") 3VL119 m 10'•10 11' -2 8 O 400 364 331 231 209 191 175 160 147 136 125 116 107 3VLI18 11' -7 12' -0 400 400 370 269 246 227 210 195 181 168 157 147 138 75 PSF 3VL117 10' -1 17.4 12' -9 400 400 393 334 310 241 223 206 192 179 167 156 146 3VL116 10' -8 17-0 13' -5 400 400 J Q 400 351 325 303 235 218 202 188 175 164 153 Deck Type Design Thick. Weight PSF Ip in /FI In in /F1 Sp in /FI Sn in /Ft 3VLI22 0.0295 1.77 0.746 0.745 0.429 0.442 3VLI21 0.0329 1.97 0.850 0.848 0.495 0.511 3VLI20 0.0358 2.14 0.938 0.937 0.553 0.572 3VLI19 0.0418 2.50 1.105 1.103 0.677 0.700 3VLI18 0.0474 2.84 1.251 1.251 0.795 0.803 3VL117 0.0538 3.22 1.421 1.421 0.913 0.913 3VL1 16 0.0598 3.58 1.580 1.580 1.013 1.013 `.J V ULCRAFT\ 3 VLI Maximum Sheet Length 42' -0 Extra Charge for Lengths Under 6'-0 ICBO Approved (No. 3415) Total Slab Depth 24" or 36" N=9) NORMAL WEIGHT CONCRETE (145 PCF Notes: 1 Minimum exterior bearing length required is 15 inches. Minimum interior bearing length equired is 3.0 inches. II these minimum lengths are not provided, web crippling must be checked. 2. Always contact Vulcrah when using loads In excess of 200 psl. Such loads often result Irom concentrated, dynamic, or long term load cases for which reductions due to bond breakage, concrete creep, etc. should be evaluated. 3. All fire rated assemblies are subioct to an upper live toad limit of 250 psl. 4. Inquire about malenal availability 0117, 19 b 21 gage. ''firs LL STEEL SECTION PROPERTIES Ct t`t Fyn 4 pEF1MIl- GENT COMPOSITE \ • / \ re,,\•„\ at\ CLO Cif-- are.a batAr "pe)lat L- 'pttA3 GUee,_ 6146-4' SpC1 V Siny tuf 1601 Second Ave. • Suite 1000 • Seattle, WA 01-1541 P: 206/441-1855 • F: 206/448-7167 By e€ Job No Page 17 of Date -2,113/ Checked Date cV-. ANA/ s /00p 0(A ■ +1:7 2 cAc. (7' = s6ppt. , 4 - 4 ick,biel zo,i0 . 0,00 " ! --e--Q,}t: 0 ,no - •6 , t ke '1361:- b./ co'111 .' , . `:( tZ". i ! S CITY OF TUKWI 0 2 1)3 PERMIT CENTER ( 1601 Second Ave.• Suite 1000 Seattle, WA' P206/44i-i855 F: 206/448-7167 Job No. By Koe_ Checked • • • • • • •• • •• :••• • ••• • „. • Cbo \D ..1 — 1,SC - 7 1- 67 1 e L4 n L,011 e-ro-ok- 1 vtc RECEIVED . CID1 OF TUKWILA 0 . 2 9 9 8 . . p6Rton. CENTER Client Subject 1601 Second Ave •'• Suite 1000 : Seattle; WA P: 206/441 =1855 F:. 206/448 -7167 Job No. By Checked : , 2-0 -� 1 —20,c6 1,11) C ►23t 5w •Q 4 0( \D "I) 55146 ' te 3c9 D ate CITY OF TU MAR 6 219U3 PERMIT CENTER Client S:tbjeci kii)itY1 t, r H1 CW1C-P4. t iq SYMONDS , 16 _ecori_ Ave. Suit 1000 . attIe, WA 98101.15 P: 206/441.1855 F: 206/448.7167 Job No L , 06 ,7 , By ' Dale Checked ; Dolt A 0112 I e-e-L ck s-PitoV o .3zs vail 4 88 1223 T 86 6 n 133d Lad 8IJ SN J.1SNO3 SCINOWAS TG-800-90Z RECEIVED CITY OP TUKWILA MAR 0 2 19 13 PERMIT CENTER SYMOND 1601 Second Ave, • Suite 1000 • Seattle, WA 9 J1-1541 P: 206/441-1855 F: 206/448-7167 , Job No.'"j ( ( , C y Page 1 of By S Date 1 1 14 1 , Checked Date Project a Client Subject •?) eg Lo T /tt o 1,3 6,4/ 12L11) 0, 6 q 4 : ••• 16,Lolce , 1 • • 6,64 `II - v • • • • t,t3C,\A ) RE . c E\ tio , 7 0 — TUKWILA 2 1‘ PERMIT CENTER S k ! � r• ,tax }�, , y{�wt �., i` �f' t., �F�:�.�1:Y,iiq,f r + s `9ppdt cC� �,. "�i•'K�i +4• <y'f�",F, a "`I° t �`�ttr4x�, :s.� ay« ��'i M..1 ! r. 4. s.1 L�! li , P ' b 3 _ t x . r,�.k at ✓' �,rh�ir,Y. �+.�M1 fika, b ?s r 1,�.� a.�lAY:i,4Ya�'�. ��.. ��"x j��'.,:� ".i °,'i�L. 1. 1601 Second Ave Suite 1000..Seattle,:W3101 1541 • P:.206/441 -1855 . F: 206/448 -7167 r job No �f. r .. Pagc G By nau ` ; 1: Chcchcd Dau ...) SYMO; a-tAloc- Projca Client Subject r orct iewN•v\o\- Ass - • s = • C. & 0; 1 2. z", 31: 0 L41-`1" 9:75(\-is-) A. -0.. • 0.1/44 0 ) \.6k 0 7s I 1 - " 10&a., CIO 1 —>32 )4) = I:75 M S, 4t F G Ae "15 I- 00 175 e s4 L)41 4Y ,0 L Q t m - '23;74 L r 7.40 .::- 12. 11-/ tc kg. g-S k R0 ,'Li 1601 Second Ave. • Suite 1000 • Seattle, WA Ull-1541 P: 206/441-1855 • F: 206/448-7167 Job No q 6061 By ■••■ i1° ( 2it 0 Chechcd ,C.g (36) T23.7 6 S k, 7 4 50 -- 25104 - 7-31 3 = oige, < ok kA kA) 6, X IL V) (0 -' AADd I/ ) Ote*t PERMIT CENTk."11 +2 Page Date Date M,L,K e I ILI - IRE...0E1\1E104-'1/4A LLic.wc. CITY OF TUKVIIIJ\ t.rn 2 i) I) 6i 9 oj I / 4 6 c ,t,...AA is v 1/40 0 yw. 6 I Ve to I l rt.\ '?Vb 06\iti ei A 04% 14k--.k A‘Gc .,.• •• • . U SYMOND Project a _ Client Subject F to ay. F /A vv. 6.6 Lk L= S, 0, 2,4to 2-61 V, 6 6. ii t; 3-10 k ° LI 1601 Second Ave. • Suite 1000 Seattle, NV()101 1541 P: 206/441-1855 • F: 206/448-7167 Job No. Q606/ Page V By Pk : Date Checked Date • • / 31 -I. ; 6 cg,l,„.1.1cci I y p \/13 C O8 1 2 C.v.... TV OF TUKWILA 0 2 1 9 9 8 98 PERMIT CENTER 1601 Second Ave. • Suite 1000 • Seattle, 0101 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. 6 Q6 q Page Q n By 1_ Dale Checked tale 5;26 1c R 6 7- 12 k 14 -6 ,k R4 = s/e 7 RECEIVED CITY OF TUKWILA tl ;R 0: 2 1998 PERMIT CENTER 1:15.LNZJO .LIwa3d ea( c`'. t' z t I V1 M 1nl :JO 1110 nania0aa hi 't" 206 -448 -7167 SYMONDS CONSLT ENGRS 'a QZ 7\ (1 -4J-1°7 1210 0.5'cr.1 w �� Q• = V J , 11 1 v. 6 I IF <-1(0011,0/ 11°61#1L-S-.1 "'hl I tO r) 0.10 r 278 P08 FEB 24 '98 11: 1-1 rQi °I.K ovI 4.( , dog ' 1 Q 7 YldhQ9 Lr z/, 1 Q(9 . vNq"f L91L :d • SSSt ;a 1 yM ' ' 0001 ailnS • • my puo3 S &A � SC NOWhS d J lu,,o • Client • 1601 Second Ave . • Suite 1000 • Seaitle, W 101-1541 P: 206/441-1855 • F: 206/448-7167 JbN , c Page , eterK Subject • . r • ( ‘01 61•:6)0k-\ 4 A4,141) USE -reD51(5)( 1 RECEIVED CITY OF TUKVVILA , MAR 02 19,18 r , 'PEnMIT CENTER Project Job No (..G``6) to Page. By e.e".7 ` Date 5„ bjeu: Checked Date 1601 Second Ave: • Suite 1000 • Seattle, Wtr101 -1541 P: 206/441 -1855 F:, 206/448 -7167 eNevi n 2 Vtb 6A"? o 1�5� Va o oto RECEIVED f E,`41\ 0 2 is3q PERMIT CENTER! f . 1601 Second 206% F: 206/448 :•• .• • B . 15tite: : : 11.11..C? : . " • . • . • " ; GY ' • . ,,„ . . ; lAciewSi,?wttik crr( ° T pew. Do rresi P: 206/441 - 1855.• F: 206/448 -7167 p ProJett6 L� {. Job No Page ..2 O ( o Client By ) 10 (_,; Date Z \ Subject Checked Date �. 1601 Second Aver • Suite 1000 • Seattle, WA -•= oil o 1 7," 3L-)t. ,00,0 0 00 D OGE, 4fr l iv l am � r VED CITY OF TUKWI -A t2'tz.va PERMIT CENTER keA .... 1�ta� m,aQ %IAA ' ,rkt L.) SYMONDt Project Client Subject —Lt.t,1 e C Ir fv1P.N 1601 Second Ave.. Suite 1000 • Seattle, WA(„_)101-1541 P: 206/441-1855 • F: 206/448-7167 Job No. 60 el • 0'\D 'boutwo N;,, D L Roo-e-s 32.!-O" 1- 17'-6" DL 15 Mt-t_ 32. '-0" A 18 / -6 DL ace - .6") 3(!-o") OL t 5 p t.J.,,It B it•kbt...vv■ce-,4 *2(_9* 3(3 By Checked 32-' X`f)'-6" DL ' 6Des4' - 2-01-7/-6n DL 7 :- 1 p5 - T0 OL 55 1-14o sLL = , ass kv..\ (8,s 2-0105-t T0L 4p I4- (H 1-1 19 DL > tkp(4-1- b z 31. 14L1,:ta ' 6L,O au Lk Page 2 % of Dale fis /cif; Date - psf - DL - DL S es-P BeceN . col ... V‘gk o 219916 peRhig ceg°/ - Subject 1601 Second Ave • Suite 1000 • Seattle; Wk,_.;)101- 1541 P: 206/441 -1855 • F :206/448 -7167. / 06 . G} Job No.) / , —) ? C. = 2 713 �- (Abaci S it By Chcched 100, D �=,- -ko X33 1601 Second Ave.. Suite 1000 Seattle, WJ P:: 206/441 -1855 •,F:`206/448 -7167 Job No: l D C611 ( �f B Y Checked Dale ( P ERMIT CENTER f�� ti Client 8 YM 0 N D 1601 Second Ave. • Suite 1000 • Seattle, W 101-1541 P: 206/441-1855 • F: 206/448-7167 • Project c JobN0.9 Subject Checked \Utv4 2,/62,9( = Ckb - 32 ("3") LflC, Outy, 130.6 -ro G PeeTP 9,01 -r By pa 3 o Date k Date `IcK5 -119'r0 —1cVA art :RECEI VED 05 TUKWILA 114 2 peRMIT GENIES • ..1, • Project aLk - Client Subject '• • 1. 1601 Second Ave: • Suite 1000 • Seattle, M/ 101-1541 P: 206/441-1855 • F: 206/448-7167 • Job No. ( 9, L Page Date Daie By Checked C.AUYYC\ - er(CA VAVA b SG C14 11521b 33 oJ IN/2111? TY e(DCFEVUE4(91411. A tINCla 2 V. PERMIT GEIsITER 1601 Second Ave. • Suite 1000 • Seattle, Wk ' ' ..1 101 1541 P: 206/441-1855 F: 206/448-7167 • ' Jot; bi Page 3( o By \ i45 bate 1 )74 Cleched Date .7‘ : BECENED CITY OF TUK1N1U MAR 0 2 1998 PERMIT CENTER Pru)eci Client . ' Silkier( y 1601 Second, Ave Suite 1000 • Seattle; 4: )101- 1541 P: 206 /441 - 1855 •F: 206/448 -7167 );gyp 14°,1 > 06 22 cb (.1 t 3'2.:) Checked BECE%VED CITY OF TUKWILA MAR a21993 PERMIT CENTER PANEL GRADE COMMON NAIL SIZE MINIMUM NAIL PENETRATION IN FRAMING (Inches) MINIMUM NOMINAL PANEL THICKNESS (Inches) . MINIMUM NOMINAL WIDTH OF FRAMING MEMBER (inches) BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS Nall spacing (In.) at diaphragm boundaries (all cases), at continuous panel edges parallel to load (Cases 3 and 4) and at all panel edges (Cases S and 6) Nails spaced 6• ( 52 mm) max. at supported edges x 25.4 for mm Casa 1 (No unblocked edges or continuous Joints penile to load) All other configurations (Cases 2, 3, 4, 5 and 6) 6 I 4 I 2er22 I 22 Nall spacing (In.) at other panel edges x 25.4 for mm 6 6 4 3 x 25.4 for mm a 0.0146 for 11/mm Structural 1 6d II/4 S /I6 2 3 185 210 250 280 375 420 420 475 165 185 125 140 Rd 1 I /2 3/8 2 3 270 300 360 400 530 600 600 675 240 265 180 200 10d 1 15/ / 2 3 320 360 425 480 640 720 730 820 285 320 215 240 C- D. C -C, Sheathing, and other grades covered in U.B.C. Standard 23-3 or 23.9 6d 1 5/ 2 3 170 190 225 250 335 380 380 430 150 170 110 125 3 /8 2 3 185 210 250 280 375 420 420 47.5 165 185 125 140 8d 11 /, 3 /8 2 3 240 270 320 360 480 540 545 610 215' 240 160 180 7 /16 2 3 255 285 340 380 505 570 575 645 230 255 170 190 l5 2 3 270 300 360 400 530 600 600 675 240 265 180 •. 200 10d 1 I5 /3 ' 2 3 .t 25 ' 385 430 575 650 655 735 255 290 190 215 19/3, 2 3 320 360. 425 480 640 720 730 820 285 320 215 240 I . TABLE 23- I- J- 1— ALLOWABLE S 1 IN POUNDS PER FOOT FOR HORIZONTAL W C STRUCTURAL PANEL DIAPHRAGMS W nFRAMING OF DOUGLAS FIR -LARCH OR SOUTHE...f PINE' ) These values are for short-time loads due to wind or earthquake and must tfc reduced 25 percent for normal Ioadinb. Space nails 12 inches (305 mm) on center along intermediate framing members. Allnwable shear values for nails in framing members of other species set for{h in Table 23- I1t -FF of Division III shall be calculated for all other grades by multiplying the )r capacities for nails in Structural (by the following factors: 0.82 for s cies with specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species d a specific gravity less than 0.42. Load { { + CASE 1 Framing Load CASE 5 Fram ng Continuous panel joints ' ' ) ' 1 1 1 1 1 1 1 1 1 11111116=11 111111111E1= i DIAPHRAGM IIOUNDAAY CASE 2 &LOCaM10 K veto CASE 3 Flco)/ diaP lur a x t ,n s ■ 2 Framing at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where nails are spaced 2 inches (51 mm) or 2 inches (64 mm) on center. 3 Framing at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where 10d nails having penetration into framing of more than 1 inches (41 mm) arc spaced 3 inches (76 mm) or less on center. Load Bloclung Continuous panel joints Continuous panel joints Load l + ++ CASE 4 NOTE: Framing may be oriented in either direction for diaphragms, provided sheathing is properly designed for vertical loading. i RECEIVED CITY Or TUKWILA •I f••. > s7 PEAMIT CENTER Project /, � )' Client Subject 1601 Second Ave • Suite 1000 • Seattle, W )101 1541 P: 206/441 -1855 • F: 206/448 -7167 Jab No 06,9 Page By .r --( . Date '. so Checked Date PERMIT . CENTER ■ .Subject Cl 1601 Second Ave. • Suite 1000 • Seattle, W(J101 -1541 P: 206/441-18j5 • F: 206/448-7167 Job No q Page 3t of By V.6L. Date I , / 6 Checked •ac:.dy (6,9.11 e D1104 2'10 ( H ..Y12] 2--04 610) '2L) DC- - SfiD -11`11 / LOS Epow 41 ' I RECEIVED CITY OF TUKWILA MAR 0 2 12 PERMIT CENTER • • • • PANEL GRADE MINIMUM NOMINAL PANEL THICKNESS (Inches) MINIMUM NAIL PENETRATION IN FRAMING (Inches) APPLIED DIRECTLY TO FRAMING PANELS APPLIED OVER Irj•INCH ``13 mm) OR sti NCH (16 mm) GYPSUM SHEATHING Nall Size (Common or Galvanized Box) Nall Spacing in Panel Edges (in.) Nall Size (Common or Galvanized Box) Nell Spacing at Panel Edges Ion.) • 25.4 for mm + 25.4 for mm 6 4 3 2 6 4 3 23 + 25.0 for mm • 0.0146 for N1mm . 0.0146 for NImm Siruclurt) I 5 /10 11 /4 bd 2101 100 1911 5111 8d 2(10 3(N) 3 51(1 !/ II /? 8tl 2314 360 4604 610 1111 280 43(1 5511 7311 7 /I(1 255 395 505 (1714 15 /32 2811 4311 55(1 73)) 15 /3? I' / III& 3411 510 665 870 — — — — — C.D. (•(. 1hca1)iiuit. plywis Af :,;uuel sitting and ulbel ,racks covered in (1.11.0. Standard 23-2 rr 23-3 • s /16 1 6d 180 271) 35(1 450 8d 180 27)) 350 450 3 /8 1 3(8) 39(1 510 200 3(10 98) 501 t /1t I1 /2 8d ' 3 410 53(1 10(1 260 38)1 4 6411 1/11, 2414 3504 4511 585 I 26(1 38(I • 4911 (rill 15 /32 I' /s 1161 3111 4(1(1 6141 7711 — _. ._ 11) /32 3411 51(1 665 871) Nall Size (Galvanized Nall Size (Galvanized Casing) 'lyswllnl panel siding ii grades :overcd in 11.11.C. itandard 23 c /lo 1 611 141) 2 275 3611 8,1 1411 2111 275 3041 vs 1 841 16(1 241) 311) 411) 11)4' 161) 241) 310 411) PANEL GRADE MINIMUM NOMINAL PANEL THICKNESS (inches) MINIMUM NAIL PENETRATION IN FRAMING (Inches) PANELS APPLIED DIRECTLY TO FRAMING PANEL APPLIED OVER ItrINCH (13 mm) GYPSUM SHEATHING Nall Size (Common GsW atztd Box) Nall Spacing at Panel Edges (Inches) Nall Size ( Ga van edr Box) Nail Spacing al Plywood Panel Edges (Inches) + 25.4 for mm • 25.4 for mm 6 4 3 J 23 I 6 4 3 I 2 ■ 25.4 for mm • 0.0146 for Nlmm • 0.01461or Nrmm 24M -W 5 /Ili 1 641 18(1 27(1 35(1 45(1 8d 180 2711 3511 45(1 v 2(N) 300 390 510 200 3141 3911 510 341 I /± 8d 230 3214 410 5304 Ilk)' 26(1 3811 49(1 640 I /Ih 240 3511 450 585 I/, 260 31(1) 4911 (141) I 42 1 I(Id' 31(1 460 6141 770 — — •- M '/ Sao 510 665 87(1 — — — . -- 1 • 1 y V a � t ; TABLE 23.1 -K -1— ALLOWABLE SHEAR FOR WIND L SEISMIC FORCES IN POUNDS PER FOOT FOR Nr•..JD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE \11 panel edges backed wish 2 -inch (5I nun) nomi or wide framing. Panels installed either II trizonlally or vertically. Space nails at 6 inches (152 nun) on center along intermediate framing members for • /N -inch (9.5 min) and 7 /16-inch (II nut 1 panels installed on studs spaced 24 it cites (611) nu 1) on center and 12 riches (3) 5 a) on Center For other conditions and panel Thicknesses. These values are for slit n•Iime loads due a wind or earthquake and mum be reduced 25 Iercenl for norm: I loading. Allowable shear values for nails in framing members anther species set forth it Table 23- III -F1 of Division III shall he caleI hued for all other grades by n ulllplying the shear capacities for nails in Structural I by the following factors: (1.82 or species with specific gravity greater Than ur equa ur (1.42 but less than 11.49. and 11.65 for species with a specific gravity less than (1.42. Vhere panels are applied on both laces old wall and nail spacing is less than 6 inches (152 nun 1 on confer tin eit side. panel joints shall he also to tall on different framing lumbers or framing shall he 3 -inch (76 mint nominal or thicker and nails on each side shall he staggered. . 'rm y adjoining panel edges shall he 3-inch 176 mm) nominal or wider and nails shall he staggered where nails arc spaced 2 inches (51 nun) on center. Die values fur V (9.5 r1un1 and ' /rr; inch III n m mm) panels applied direct It flaming ay he increased ill values show It lily 15 /s2•ureh (12 nun) panels. prodded studs are spaced a maximum of 16 inches (406 nun) on center or panels are applied with lung dimension across studs. 'raining at adjoining panel edges shall be 3 -inch (76 mat) nominal or wider and nails shall he staggered where I(Id nails having penetration into flaming of mule than I' /s inches (41 mm) are spaced 3 inches (76 111111) or less on center. TABLE 23- I -K -2— ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PARTICLEBOARD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE i 9 :c_lvrp )i TUI(W!(.A All panel eaves! ackcd with 2•in .1)1511»1») nominal or wider framing. Plywood instal ed either It 4i/oniony or vertically. Space nails at 6 inches 115'_ nun 1 tin cenierllung U r_: . • I.; uuennrdiale filming mender. for' /x•inch 19.5 111110 panel ins ailed with the lone d'nrensiun prrullel m s ads sp eed inches (61(1 1111111 on yen enuul 12 aches 1311.5 nnnl on center for other cumin ens and panel thicknesses. These values are lot short-611W loads due to w nd or earthquake and must he reduced 25 percent hurt obi T loading. M1 CENTER Allowable shear values for n; ifs in framing members of oilier species sal forth in Table 23 -III -J of Division III shall he cadeuL•lled for all grades by muliiplyine the t;dues fir common and galvanized box nails by the following factors: Group III. 0.82 and Group IV, 11.65. Where particleboard is applied on both faces ol'a wall and nail spacing is less Than 6 inches( I 52 mm) on center on either side. panel joi shall be offset 10 )app till rhtlyrcnl Il ;uoing luenlels. or framing shall be 3 -inch 176 min) nominal or thicker and na on each side shall be staggered. • • 1 . I ... 1 . . . • . . 1 . . 1 1 I..• 1 l a OA 1 , . • . 1 . 1 1 1 • .I .0 .1 ..I... . , . 1 1 . 1 1 1 . • 1 1 1 1 1 IN • 1 ' 1 1 . • .•1'.•11 1111010 1 1 : 1 1 1 . • 1 1 1 4 0 8 1 1 1111'111•, 1 t (11111 1 .111 1 W Praia OLLAAtat . Cbent ' Subic(' • 1601 Second Ave. • Suite 1000 • Seattle ./ , %,;(3101-1541 P: 206/441-1855 • F: 206/448-7167 ` Job Na tog Page of. By , Chrchcd k4o tcic'cri TD' /{ 1': 7° A(r .. \ 112 19.° 1/2.,c31 . "Fck . 0 (45f\KteAlDr. 54remajit-- Ci211 3) (aLec . 3o-vys:1( HID NAR 43 2 kriac t .; , .,_ fy ri .o c r ,ce r ivs (owiL4 /21,6\ MIT CENTER vva c l AN'etlevt • Subject r■" 1601 Second Ave r• Suite 1000 •Seattle, WA X101.1541 P: 206 /441 -1855 • F: 206/448-7167 ` Job No. q60667 L Page J . By le / 6 Dale 1 � q Checked : Date , t\n eaSt — 1 ( e:1 L 4) 'NO( ? a l , 73 0i, 3, Lf J.I. W_ 2xc� s e S 1= I. o L --F tela, (eV' b --( /4-\61 rte i00 .... 0 , qt ciN r Tuicvni q t ` 1993 peflMIT cr NrEn YMONDS (::..second Ave. • Suite jab No. t Pale Sy „it Date Subject a ckA4- Loo;QPs 10 ps,-( } .1A - eta kl20./y z oopic , 86i PZ 83J 60d 622 1000 Seattle, WA 9810C)1 P: 206/441-103 F: 206/448-7167 • Clutha c4 40 i , C -eido in- ez,vzs": Date eL...) I 5 PA61 2;13 S •etc- f`O SdON3 11SNOD SCINOWAS 49TL-600-90Z I CITy VP TUIMI A 1"1 ? 2 1,9D8 P tw r c an/ TER -K ! Sees. T r.�. - i 4V x,053 F.•�... • K♦ '1 vl r s.lr atom. 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I .; t 1 I A l I _ J 1 4. 1 MR I/ 444310.. 1r /..4 . . t M - w 4 ..40. rM0 _( �4rW f Dor6- Qp(, L .• e ▪ l • r I r.Y .bri 4 Mn 191.` 010. . .1/) Y . +.rr r....w w f- *es ..w. 4. =M (rMr�1W 410 1 �� 00 1400100111101141 1MO5GJ11O19$ 0 30 SCALE OA TUT 1. ,.1 1 ll ■ 11 • l e 01/01/3331 WEN 6100,00111[10X0 1 ®sMw rnr+l Mt 1e�.INC e v �O 1 3105 r.x 1 0 3 u 4..[f 4.0Sr.YrrM 4v V 20� m M0: 042013 23300 Y 31O10•• COMM .4 r 1116 5�a� �w1 t�Y • uw I rrs� z :. : [Mb LAM F W F co 0 r I 1' o 0 N 01AS3 MONO SPIOICAE101/ M•1 410•.10 004 3011 ,MOYW YC40.OV 10* 1. 3: 33 I5.C'a •4 Mr O[l 330054 0.9044 302 W.SM 401.0.19340459 [MC +01 014701 • .(1[4.04 IIK74]1 0101 0012 5501) 42 .01NI; 0011 0[101 4110 9l11mcv .43.V.4033 w. Mxo- 1. *MAC LAM 1040 46t*O10 ..11 1/r 1.111)54.14.1 Cm .a*c WOE. mi 0,0 5113103 100 .4.3 02,151 001/1 2 0:40:0 LA. 1 AK. 1000 04 K� ' 3 51)3!1110 .0 ,3 4. 0.2.MM0 10K, I1G1 141100. .KY .01,4 ..4411 .43 .101 WW1 at a 34 TO 40 1aM.... 50 1711911011 rW • 100-11 00111 010 ,1.11.0..,5q Sm 1+0301.1+ 00.3 4.3 .1C155M� 4.30/403 0 16 d 94 M ■4 r30r194 .* ICA 110 H 0•50. S¢ OR. r00 O541.1AIa 524+00..1. 1 M. 0010)50 1410245 1..4 r 0.4000)71 0400 n. 333 w oh 1 011 10 SIMM109 Ml 10 3C 4111:31 .M) 0000 194 .50,21. 2110 03 1410•. 0010: ti4 M.1 I0 01M0r. 1 10.11 10 00 SC11049 S.. LOIN f � *AMMO n o u .5..10 4 1.1211 m Y1 3s •951 b] . 301 1.1 NZ 355 MOOSral 1 . 0.5544.4571 21 ALL 132 44015 ..0150 5.0 w r .1x 41111 1 5. O. 0056 .1 /I1 MO 54.1E 506 .1.01113 0100.. 43.011 04.01.955 ML ..M50G 01 I. *5101 1 00Y 155 4 71 405 Y 030157.1 SQ S.QI 0 -3 OHMS. .104 63105 10 100 '0551 100 1000.:1 CO 43 ;w1YC 44,133 14 41•X 94 10C.: 1 1111 5011(,0001 904 141 400 9.570+0+04 4.2n Si. *05.42(01...011r.4 4314 _ 153 o .01 0000500 1..03404.5 111•: Sin 5011 1,5111 CLAIM •1. �la9i� .ur��rss 41. 101 -u1 -ow /at 30.131-1.7 r+. fro.Ir...1. LANDS M,• 0411 AD *r19w WA97 -357 1.5,0-01 a 50+40 a Mon 1OM. to _ LANDSCAPING PLAN m.o. j L -, 4 City of Tu kwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Michael Jenkins, Associate Planner Brenda Holt, Permit Coordinato Developer's Project Warranty - Q-Lube 6816 S 180 Street The Developer's Project Warranty posted on December 10, 1998 for parking lot and landscaping improvements for the Q-Lube located at 6816 S 180 Street, expired on March 10, 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: Jack Pace, Planning Manager }It }f r.; ;.ij,3; sir :, i 2 ys _t;.S£;? 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .. ;• } 2,. ?;; ? �, ::;:t•;i'<;i � :j :• v } :. ?•n.: i:::::r::•:4 } ? }:.i}: } •• ;: v...` }:L }} }: ^ { : : >.: ':•:::. ::�52` ?. }: •: ��y • : }: {i } {:::v:Y +;•}' +.i i \i ?: :;'. � >i " }::} ?:: i::•l ?4 ii.`:�tiii::•:•: >i i; {:; >:;:i:•? is }:ii•:•:i:�':';:::} ............... �. ........•.. . . .. .... i$ . �i ' ...<t� �� �; ill!' ItiA 4 .::. •:::: / '.:: vv .I\ . � ...•. ;..� .:± ? ^.::iv.� "�j:?Y " •• 4:�: }i:• >v ? v i ii :ti�}::i::4�i::::j::n:Y:n•::: }::: .: .. . .. ... ......... .. / { ......... . . . .... . ... .:..... 1 * ..... .� .... v .... .. :.... r. ::: i::{ f�i:•;:;::\:: 2}: is:• iiiiii: •;:i;:;:; ?iv,: >•:•:::i:� .. ... . ............................ nv. . . . . . . . ............... :. .{ ................. :.........n..... n.. :. v....... , . ..... :............. . . . ...........: ....... ....... :..:.. ..... . .n...:.... .... . .}:•}}}} Y: 4: i::• }:•:ii ^ }:::�Y }:•: } %ti. }i•:: ii4:ti ?........... NAME OF DEVELOPMENT: Q L v,hL ( . A /c . ) DATE: / 2-/// /' 6 DEVELOPMENT ADDRESS: F /6, s / J 1 7 Z 5-r , PERMIT NO.: 0 98, .- 00 (o2 CASH ASSIGNMENT NAME: gob.-J/1 Fo ff'o i TEL. NO. 0..00 575- 082,8 SHALL BE REFUNDED BY MAILING TO: ADDRESS: 0 /e / AA I-Em i ,f,si,n Bev Atety. (0 ,o1 Avg , -el L/0 - / . (please print) CITY/STATE/ZIP u c r W4. q l "1 4 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): `V r l - : rte to .r% p r ti✓{ m -t-v S w 'a h o w:-. On eM[.)vSia 5lu\ -0, , c;,\ S? S)-)r) io n . SboQ4 L-3 j ,.. 6,..,(..,.. A5 /1-• .Allo,AI 4^% v,-, L- \. As the owner, o uthorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 7413 5/. S3 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ,-s( '3 / I 0 9'9' ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail 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 complete all work listed = : • r or • equesting inspection and release of these funds. SIGNED: ;;, E --- t .,-'--'----- TITLE: Pa , A•. -r �Y{2Nvv'A ! ?! ?�ay;MYYM�`KfiY?•M.'! ^^M: ^YKM: \'-0!p�yYl +}!!+'.. Nh \:a: . Y(•KVnM:x<n:.n, v. yn+ Y. vnv.. xY•+ M:: �yw} YVnvv.: nw! .YyyyvnY::Y:NN: ?n?M'L�;•w.;nMW. ,{. Yvtv.! f.} YYY}: L. X? K?. Y+} YYYH: n:{. v..: M;!-} 1^! MxYY. N. :YYM %nYV.YYJwn}Y:MY!^`^ }yW..m?. n.YY: \.yn.LBYY:n }:�:: ::.y:.:.v CASH CITY CHECK NO. City of Tukwila • v.... DEVELOPER'S PRrJECT WARRANTY REQUEST FORM .. ?>.qr.;'•: ... ... . ^:a: :rn>...a.; }.YS «R7q.1n'S .....p}xyovx�}rq:og :.:.. }, :;:...:< . ...... ... ... ... ... THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: AMOUNT . 7 ) q 274 0 CASH I6ASH EQUIVALENT DEPOSITED THIS DATE: / Z (R ea CITY RECEIPT NO. RECEIVED BY: ' TI . M }Y�Iy�?ii: �'• ' i::i:ii?:;# ` E ' r�'; icy > }'•ii?i:i:.'�Y:'ii::;i: �t :$E ON 3: tf4 . w: ...... m �aa►� : . da �e ►.1:: DEVELOPER'S REPRESENTATIVE: CHECKED BY: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS AUTHORIZED BY: 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. DEPARTMENT: TAA,i1R: (to :be c r plef a l ► : Clt ! CASH EQUIVALENT - LETTER AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD AMOUNT: RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 09113/90 Nov - 10-98 03 37P CSI ( • 13822.1st AVE. SO. • P.O. BOX 68845 • BURtEN, WA 98168.0845 • 206.246.3939 • FAX: (206) 246.2094 Date: November 10, 1998 Demo concrete vertical curb & 2 • asphalt parking spaces Asphalt concrete cutting • Patch asphalt at curb demo Redo irrigation Landscaping - topsoil planting/bark Carpentry labor & clean-up Extruded curb Rick McN Fdent Date Qty Unit 2062464450 Work Order # 38 Job Name: Q Lube - Tukwila Job #: 1112 f" Description: Change southeast extruded curb layout, per 11-5-98 sketch Cost 8.0 hrs 65 lin. ft. Excludes revision permitting through City of Tukwila, if necessary. Date 45.00 Commercial Structures, Inc. Approved and accepted by: Extended $ $ 1,660.00 $ 400.00 $ 495.90 $ 295.00 $ 450.00 $ 360.00 $260.00 Subtotal $3,920.00 P&O (15%) $ 588.00 Subtotal $4,508.00 Tax 8.6% $387.69 TOTAL $4,895.69 NOV -10 -98 03:37P CSI WO a1« 38 UNIT aX Q Lube - Tukwila Cam& COMMUCIIOM WORK Onall1 2062464450 DATE: November 10. 1918 DESCRIPTION OF WORK TO BE DONE: Revise southeast extruded curb lavout per 11 -5.98 sketch. taking out two oarkina soaces adding IoIndscaotng curbina irriaation ESTIMATED COST: $4,895.69 REASON WHY THE WORK IS REQUIRED: Reauested by Adapt to achieve parking lot dimension as shown on as -built drawinas and poecifications needed for installation on Q Labe bollard sign. PURPOSE: The purpose of this Construction Work Order is to define the scope of extra work involved, establish an esti- mated cost witch is not to be exceeded, provide authorization to the General Contractor to perform the work and provide for the approved Change Order document which will be submitted when the actual costs have been ascertained. IT IS FURTHER UNDERSTOOD THAT: A. This Work Order serves as authorization to the GC to proceed with the work as described above. B. A complete Change Order document must be submitted with all substantiating documentation for the work described above. C. The cost of this work shall not exceed the Estimated Cost. D. If the dotter amount of this Work Order exceeds $2,500 or the aggregate amount of all Work Orders Issued to date exceeds 52,500, do not proceed with the work unless signed by the Division Construction Manage'. If dollar amount of this Work •"^ coeds $5,000 for the aggregate amount of all Work Orders issued to date exceed 55,000 do not proceed with work signed by the National Director of Construction. al . actor 11.10- Date OivisionlConstruction Manager Date National Director of Construction P. 10 DEC -10 -1998 12 %55 Date Branc ( Account Number .ITT Account Depositor Bank Name THOMPSON & ASSOCIATES. CITY OF TUKWILA ASSIGNMENT OF ACCOUNT C I/We hereby est b i our Assignment of Account in favor of the City of Tukwila in the amount of 71 . This Assignment of Account is issued in connection with construction of the project known as (. 1.4._ located at 4716 5- 19 d "'` $ A_ t , to guarantee P k r,, improvements It is understood that the nature and extent of the improver is dekted by the approved plans and conditions contained in City of Tukwila Filet 96 If, in the determination of the Director of Department of Community Development, the above - referenced improvements are not completed as required by the approved lans conditions and applicable City standards at the above location a9 later than I4 ? this bank agrees to pay the City of Tukwila the sum of 7Pt3% 455 , or such amount as required by the City of Tukwila, (not to exceed held 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. +1 206 575 4420 P.02 Title t&u44 dt/e S Address 9V3t City tate, zip TOTAL P.02 • • • r) 4 ; 0 z '?. • I EX.8? 5 SS mn.r • nu•tr. • N884547*W SIGNAL J —BOX r ..... E.. J—BOX N88'45'47''W • 4.00' 26 ..... .. .;;;;;., ................ ....... • - - - - - — .. ...... ___________ ........... _ SIGNAL—' J—BOX SOUTH 180th STREET TRAFFIC SIGNAL W/ PEDESTRIAN PUSH BUTTON CONTRACTOR SHALL PROVIDE AND INSTALL 1' IRRIGATION SERVICE AND 1" DEDUCT METER AND BOX. METER SHALL READ IN CUBIC FEET. • FIELD VERIFY SIZE, TYPE, DEPTH & LOCATION OF EX. WATERMAIN PRIOR TO CONSTRUCTION STOIE' E3 'S I / • 82.50' 94.00 •••: 26 SC' C.O.T.G. RIM=24.2 IE=20.06 • CONTRACTOR SERVICE AND METER TO B BY THE CITY. TUKWILA STD CAUTION: B.. 100± LF 2" WITHIN 4" S (OPEN CUT NOTE: BOP: BORING TO AVOID SIGN,. CONTRACT0 AS NECESS.' PAVEMENT .......................... . .. . ........ .....:. .i. a... . . ... .: ..: ..Ak :.. ...{... .R., . .2 .nR . : rd }... ,:..:.. .... ri.. n.. .. . fi . . t:.:•:... ::: :...;...:..:. ...: .... :...:... : ,.... :n; ..,. ... . ....... . ....... .....: . ... . . ..... ......... .... .....: ::::::: n•....: y v.:.:;•r : - -•: •..: ..:•:•::• ..: ^iY. Y.: � ". � • � ■ ^ }:YS' YY:4 ti•:.:•: i•:..•::: n.: vY S::• ' : i:'• i" n:: ��>;:{ i:>: i+' �j�: Sii� :i:i %: %:.vv,:.::v. +,•.:v.:::v:: r:.v.•v:.. / ... k :.:::: • ...:::::....::4:• }y }; { : {i4:• i:• YY:•},} : } }:4: {::•:• } },i}Yi:i4:4i:: }:•} :•::C,'. {$ i n• }}'r,..:: n... r .::•,:•;, .. • :.: Z :w ::::::::::::.v,v ::•..v:::::::.: } / //���� // //��������•;; '' �� is Y• .$: :}, } } } } }:•i }: {i4:•i } :i:.:Sn .... ......... � . w:: .1��2:��•n'a�.,�•w:•:�f�':1� '''' � aO •� .;: .. y(�� ::::::::::::: :::::.n .....................::: w::: v:...... ......................... ::':v:............ ::. ........ ..... >:Y }:. } } }Y:•y.:;:.}}:J.; ...:.::: ... .... . ..•....... v ..v.v : :::n::•::::..........i•:. NAME OF DEVELOPMENT: Q L. she. C� ; ,, T'nlc . DATE: / 2-//, DEVELOPMENT ADDRESS: 6 6 i(,, s. / 7U 5-2-- . PERMIT NO.: D 18 -op 6.2 CASH ASSIGNMENT NAME: 12e 1,.. ✓t' *e tf c b75 TEL. NO. 0.'001 S 7 5 068E SHALL BE REFUNDED ADDRESS: `o I4dst f"t i Ncer%i� 840 Mat &ta , -oi A „ ',N 3 BY MAILING TO: � P "4 / . (please print) CITY/STATE/ZIP . t'Tk. , L1%4- 901 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS INHERE ITEMS ARE DESCRIBED): l'u•1 \ 4.- .. "b 1.0 \ . m D r t ✓t m-*—r� 5 (y 'S I- mow,'. On en, 4,4;5 a 5I�t�(.), , G. \4: S� aL..)r, v n ')ku L 1 1....- ,., a«, 1 0,f,5 !,-h !S}npt...le1 Qt\ 1,.... ‘. . As the owner, o • uthorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ __1_,...,,,,r, • 7'/ 3 V. S 3 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: p 3 / / 0 ' 9 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail 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 complete all work listed , : • • - - or • equesting inspection and release of these funds. SIGNED: '� c". : '� TITLE: Pa 4 - , (y,jr SIGNED: ,,Lwfi, . .... ............................... 2 rwr.w,•:w.w •w {•.v:•. •v: • .Y.fRm p(::le/ ♦. i::i:�r•by ( DEVELOPER'S REPRESENTATIVE: CHECKED BY: • CASH CITY CHECK NO. City of , Tukwiia DEVELOPER'S PROJECT WARRANTY REQUEST FORM U • AMOUNT 7 q 0 CASH ASH EQUIVALENT CITY RECEIPT NO. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS (to b compl CASH EQUIVALENT - LETTER AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: DEPOSITED THIS DATE: / Zliok �¢ RECEIVED BY: 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: AMOUNT: RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 08/13/ 90 7 Nov-10-98 03 : 37P CSI Date I3822 t AVE. SO, e P.O. BOX 68845 • 8URIEN, WA 98168 • 206-246-3939 • FAX (206) 246-2094 Date: November 10. 1998 Job Name: Q Lube - Tukwila Description: Change southeast extruded curb layout, per 11-5-98 sketch Demo concrete vertical curb & 2 asphalt parking spaces Asphalt concrete cutting Patch asphalt at curb demo Redo irrigation Landscaping - topsoil planting/bark Carpentry labor & clean-up Extruded curb Rick McNeill, &dent - 9k CIMMERCIA AC. 16% Qty Unit Cost 8.0 hrs 65 Lin. ft. 2062464450 $ 45.00 Subtotal $4,508.00 Tax 8.6% $387.69 TOTAL $4,895.69 Excludes revision permitting through City of Tukwila, if necessary. Commercial Structures, inc. Approved and accepted by: Date P . 11 Work Order # 38 Job #: 1112 Extended $ - $ 1,660.00 $ 400.00 $ 495.00 $ 295.00 $ 450.00 • $ • 360.00 $260.00 Subtotal $3,920.00 P&O (15%) $ 588.00 UNIT 0 Q Lube - Tukwila DESCRIPTION OF WORK TO BE DONE: ESTIMATED COST: 94.895.89 REASON WHY THE WORK IS REQUIRED: OA& 0011111111WCTION DATE: November 10. 1998 Revise southeast extruded curb Iaggut per 11.5 -98 sketch,takina out two oarkina spacer} adding landscaping curbing Urination Rsauestsd by Adsot to achieve parking lot dimension as shown on as -built drawings and specifications needed for installation on Q Lube bollard sian. PURPOSE: The purpose of this Construction Work Order is to define the scope of extra work involved, establish an esti- mated cost which is not to be exceeded, provide authorisation to the General Contractor to perform the work and provide for the approved Change Order document which will be submitted when the actual costs have been ascertained. IT IS FURTHER UNDERSTOOD THAT: • A. This Work Order serv as authorization to the GC to proceed with the work as described above. t). A complete Change Order document must be submitted with all substantiating documentation for the work described above. C. The cost of this work shall not exceed the Estimated Cost. D. If the dollar amount of this Work Order exceeds $2,300 or the aggregate amount of all Work Orders issued to date exceeds $2,500, do not proceed with the work unless signed by the Division Construction Manager. It dollar amount of this Work 15 • coeds $5,000 for the aggregate amount of all Work Orders issued to data exceed $5,000 do not , proceed with work signed by the National Director of Construction. 11.10.9 Dale OlvislonlConstruction Manager National Director of Construction DEC -1O -1998 1255 Date Bank Name 1�^L `' ✓ 1 Branc Account Number rT - ` mac. _ Account Depositor THOMPSON & ASSOCIATES +i 206 575 . P.02 C CITY OF TUKWILA ASSIGNMENT OF ACCOUNT 1./We hereby estIbliqh our Assignment of Account in favor of the City of Tukwila in the amount of 71c./1. 3 . This Assignment of Account is issued in connection with construction of the project known as (1 L,,h, _ located at 4 Q) 6 S- / or`` $h - , to guarantee C p lkrArA ., J improvements It is understood that the nature and extent of the improvemegti is def ned by the approved plans and conditions contained in City of Tukwila File - uOGD If, in the determination of the Director of Department of Community Development, the above - referenced improvements are not completed as required by the approved • lans conditions and applicable City standards at the above location ' n la er th /0 7.24 this bank agrees to pay the City of Tukwila the sum of 'IVY ✓ , or such amount as required by the City of Tukwila, (not to exceed held 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. v� MO/niter Title &ao S Address City tate, Zip 9W3( TOTAL P.02 : •• • •«•-•• EX. 10" WATER LEPHONE -4. J—BOX N88'45'47"W • 4.00' ........... ...... ."•••••••• • ..... ... ...... SIGNAL—' J—BOX SOUTH 180th STREET SIGNAL J—BOX • ..... !•• L TRAFFIC SIGNAL W/ PEDESTRIAN PUSH BUTTON N8845 CONTRACTOR SHALL PROVIDE AND INSTALL 1" IRRIGATION SERVICE AND 1" DEDUCT METER AND BOX. METER SHALL READ IN CUBIC FEET. FIELD VERIFY SIZE, TYPE, DEPTH & LOCATION OF EX. WATERMAIN PRIOR TO CONSTRUCTION 26 Sc' C.O.T.G. RIM=24.2 tE=20.0 6 82.50'• ,..;,; S TOP .... CONTRACTOR SERVICE ANC_ METER 'TO 6: BY THE CITY TUKWILA STC CAUTION: E 100± LF2" WITHIN 4 . - (OPEN CUT NOTE: BOP BORING TO AVOID SIGN CONTRACT9: AS NECESS. PAVEMENT • • EX. 10" WATER • _ _ _ _ __ SIGN AL—/ J—BOX TRAFFIC SIGNAL W/ PEDESTRIAN SOUTH 180th STREET PUSH BUTTON 14 LF 6" PVC SDR .35 0 IS.T4 N88'45 47W SIGNAL J—BOX • i J— BOX ... N88'45 • 4.00' 26 - \ 1 : ,,• , ... v............. . ...a...se . • . ... ... ..... ...“..■ ..... ....... ....... .:........ _ '.'..... .....-4....i.:::. ':: 7:::.7..".74'...:71.ThP.F.T.i.-7:77:::::•=,•:::—:::::::::7:-....... ...... ....._..,...... ....,__ ,.... ......... . • ! i .. 1 ). . • ... .:,. CONTRACTOR SHALL PROVIDE AND INSTALL 1" IRRIGATION SERVICE AND 1" DEDUCT METER AND BOX. METER SHALL READ IN CUBIC FEET. FIELD VERIFY SIZE, TYPE, DEPTH & LOCATION OF EX. WATERMAIN PRIOR TO CONSTRUCTION bqs w00" REVISION , 82.50' 94.00 S TOP B / .. ....... . ..... • • 26 SD: C.O.T.G. RIM=24.2 • lE=20.0 6 CONTRACTOR SERVICE ANC METEWTO BE BY THE CITY. TUKWILA STD CAUTION: B 100± LF 2" WITHIN 4" S (OPEN CUT NOTE: BOP: BORING TO AVOID SIGN,. CONTRACTOC AS NECESS • PAVEMENT I RECEIVED CITY OF TUKWILA JAN 2 7 1999 PERMIT CENTER June 15; 1999 KarenM. Judd VP Manager Seafirst Bank 300 Burnett Avenue S Renton, WA 98038 City of Tuki ila Department of Community Development Release of Assignment of Accoun Account No. Dear Ms. Judd: Sincerely, 1 John W Rants, Mayor Steve Lancaster, Director • This letter hereby authorizes the release of the above referenced assignment of account in the amount of $7,434.53 for Tukwila Q -Lube located at 6816 South 180th Street. 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. encl Brenda Holt Permit Coordinator xc: Permit File No. D98 -0062 ilk 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 41313665 ADaPT Engineering, Inc: Mr. Brian Shelton City Engineer Public Works Department City Of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 FAX (206) 431 -3665 Re: Turning Lane Issue Permit No: D98 -0062, Item No: 10 Gene Thompson, Q -Lube Tukwila, Washington Dear Brian: Item 10 of Permit D98 -0062 states: PRIOR TO FINAL PERMIT SIGN OFF THE ISSUE OF AN ADDITIONAL TURNING LANE HAS TO BE RESOLVED. Please let us know, in writing, what your expectations are to resolve this issue. This project is scheduled to be completed by September 25, so time of the essence. If you have any questions please contact me at (206) 654 -7045. Respectfully, Robert E. Pottorff cc: Mr. Gene Thompson, Q -Lube Ms. Kelcie Peterson, City of Tukwila ✓ ADaPT Engineering, Inc. 800 Maynard Ave. South Suite 403 Seattle, WA 98134 PH: 206 -654 -7045 Fax: 206 -654 -7048 July 22, 1998 tfv4kitti v3is aaccvwx King County Water and Land. Resources Division Industrial Waste Section Department of Natural Rebources 130 Nickerson Street, Suite 200 Seattle, WA 98109-1658 (206) 689 -3000 June 11, 1998 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. John Scheffey AdaPT Engineering, Inc. 800 Maynard Avenue South Seattle, - WA 98109 Approval of Oil /Water Separator Design for 0 Lube Oil Change Service Center Dear Mr. Scheffey: Your plans for the oil /water separator to be installed at the Q Lube Oil Change Service Center located at 6810 South 180 Street, Tukwila, Washington have been reviewed by the Industrial i Waste Program of King County's Department of Natural Resources. Approval is hereby given for the design of this separator. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following. conditions: 1. No significant amount of storm drainage shall enter the sanitary sewer; i.e., the uncovered area tributary to the separator shall not exceed 200 square feet. • 2. The oil /water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 3. The oil /water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg /1) of mineral /petroleum (nonpolar) fats, oils, and grease. This design approval does not in any way guarantee that the oil /water separator will function as described by the fabricator or manufacturer. Further, the approval does not relieve Q Lube or any subsequent operator, of the responsibility to enlarge, modify or replace the oil /water separator to meet King County discharge requirements. After installation of the separator and prior to initiation of discharge fill the system with clean water. If you have any questions, please contact me at 206 - 689 -3004. Thank you for your cooperation in this matter. Sincerely, Denise M. Healy Sr, Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Doug Hilderbrand, King County g - 0062. TIii(':V L , EL!G WO 'F-11^: \glubeowa .1/98 08:02 FAX 206 689 3001 1 King County Water and Land Resources Division Industrial Waste Section Department f Na tural Resources 130 NIckerscin Street, Suite 200 Scathe, WA 014110,-1058 (206) 6894000 gwor KingCo Ind.Waste C JUN 1 1 1998 PUBLIC June 10,11998 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. John Scheffey AdaPT Engineering, Inc. 800 Maynard Avenue south Seattle, WA 98109 • Approval of OijWater Separator Design for 0 Lube Oil Change Service Center Dear Mr. Scheffey: Your plans for the oil /water separator to be installed at the Q Lube Oil Change Service Center located at 6810 South 180 Street, Tukwila, Washington have been reviewed by the Industrial Waste Program of King County's Department of Natural Resources. Approval is hereby given for the design of this separator_ I Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: � 1. No significant amount of storm drainage shall enter the sanitary sewer; i.e., the uncovered area tributary to the separator shall not exceed 200 square feet. 2. The oil /water separator sampling port� or insp tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 3. The oil/water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per litter (mg /1) of .mineral/petroleum (nonpolar) fats, oils, and grease. This design approval does not in any way guarantee that the oil/water separator will function as described by the fabricator or manufacturer. I Further, the approval does not relieve Q Lube or any subsequent operator, of the responsibility to enlarge, modify or replace the oil/water separator to meet King County discharge requirements. After installation of the separator and prior to initiation of discharge fill the system with clean water. If you have any questions, please co 'tact me at 206 - 689 -3004. Thank you for your cooperation in this matter. Sincerely, L?A' Denise M. Healy Sr. Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila 9 oug Hilderbrand, King County VONmwr* VI 002 • 0 B. E R :T 141( y t7...; l 1 A .S'S 0. C 1 A T E S,: CONSULTING ENGINEERS May 27, 1998 Crys(al Kolke Senior Plan Reviewer c:\fossattAtukwila \98t14r3,doc cc: Mr. Roger 011enburg Roger 011enburg and Associates 555 - 116th Ave. NE, Suite 155 Bellevue, WA 98004 A PROFESSIONAL. SERVICES CORPORATION Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 98 -T -14 Q -Lube (D98- 0062) RFA #980102 -14 Dear Mr. Griffin: 2030 FIRST AVENUE:. TELEPHONE: (200) 250-11103 SUITE 203 FAX: (206) 256.0107. SEATTLE, WASHINGTON 00121. We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. We have no additional comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. 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, ROBERT FOSSATTI ASSOCIATES, INC., P. 0 B. E , R T I ) S Allr I11 'A :S' S. o. C• l A T E S A PROFESSIONAL SERVICES '' . CORPORATION 2030 FIRST AVENUE ,SUITE 203 SEATTLE; WAS' IINGTON 98121 TELEPHONE: (200) 256-1803 FAX: (200) 250-0197 RECEIVED CITY OF TUKWIL A MAY 2 6 1998 PERMIT CENTER Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 98 -T- I4 Q -Lube (D98 -0062) Dear. Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform building Code as adopted and amended by the City of Tukwila. The ` following comments should be addressed: ,,, 1. The geotechnical report we received was not sealed and signed by the geotechnical engineer. A signed and sealed document must be submitted for our records. The geotechnical report needs to address the potential for liquefaction and soil strength loss during earthquakes as required by UBC Section 1804.5. The above listed review comments should be responded in itemized letter form. We recommend that the permit applicant have the structural Engineer of Record, Symonds Consulting Engineers, Inc., respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. We have forwarded a copy of this letter to the architect, Roger O'lfenburg and Associates, for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P,S. CrySrtal Kolke Senior Plan Reviewer cc: Mr. Roger 011enburg Roger 011enburg and Associates 555 - 116th Ave. NE, Suite 155 Bellevue, WA 98004 c :\fossalti \tukwila \98t 14r2, doc RFA #980102 -14 7 May 20, 1998 Ms. Crystal Kolke Robert Fossatti Associates 2030 First Avenue Suite 203 " Seattle, WA 98121 Subject: Tukwila Q Lube Respectfully, Jom Scheffey, P.E. Enc. ADaPT Engineering, Inc. 800 Maynard Avenue South Seattle, WA 98134 John M. Scheffey • Phone: (206) 654-7045 Fax: (206) 654-7048 RECEIVED KAY 2 6 1998 RECEIVED Y 2 2 1998 ROBERT FOSSATTI ASSOC- • Dear Ms. Kolke, Attached are the corrections for the geotechnical report that you requested of Roger 011enburg m your comment letter of May 12, 1998. Please do not hesitate to contact me if you have any questions or require further information. May 19, 1998 Roger 011enburg Roger 011enburg and Associates 555 116th Avenue NE, Suite 155 Bellevue, Washington 98004 Re: Dear Mr. 011enburg, Response to Plan Review Comments for the Q -Lube located on South 180th Street, Tukwila, Washington Reference Number 98 -T -14 (D98 -0062) 96069.6 RECEIVED MAY 2 1Q R SYMON DS t- This letter is in response to the review comments for the above mentioned project. Our response to these comments and drawing revisions are as follows: 1. Special inspection is required on concrete, anchor bolt placement, reinforcing and welding per Section 1701.5 of the 1994 UBC. An additional note titled "Special Inspection" has been added to the Structural Notes shown on Sheet S I. Page 28 of the calculations calm for #5 @ 6" at the base of wall. These #5 bars are shown on Section 1 of Sheet S4 as dowels with a 4' -6" vertical leg. This is a typical condition at all 4 walls. See attached calculation packet for cut -off length. 5. A 6" dimension from adjacent finished grade to top of concrete wall has been added to Section 11 and 12 on Sheet S3. 6. We have verified with the architect that the Mezzanine is to be used as office space, not storage. A revised page 5 is included in the attached calculation packet. 7 &8. Calculations and additional detailing have been performed on the concrete deck. We have explored the additional load case of 2 kip point loads spaced at 5' -0" mentioned in Section 1604.3. This has necessitated the increase of reinforcing in the concrete. We have also added a detail to Section 13 on Sheet S3 to show how reinforcing is developed at the support. Supporting calculations are in the attached calculation packet. 9. Roof joist calculations are included in the calculation packet. The double roof joists are okay. 10. The diaphragm shear force of 78 plf is shown on page 32 of calculations. Nailing between blocking and top plates need only develop this force. Drag and chord forces are taken in the top plates. For consistency, we have shown I6d @ 6" thru blocking into top plates, similar to bottom plate of parapet to blocking connection. Seuule & Porlluttd 1601 Second Ave. • Suite 1000 • Seattle, Washington 98101 -1541 • P: 206/441 -1855 • F: 206/448 -7167 a w z 0 z z N Z 0 U Kristi Sting! Lewis, P.E. Project Engineer f ilesvr196069 \strucAglubeinayl4res.doc, , Sincerely, SYMONDS CONSULTING ENGINEERS, INC. We have coordinated the wall lengths with the architect and have revised wall and mezzanine dimensions on our Sheet S2. The attached calculation packet shows shear wall calculations for walls at Grid 7 and a revised page 35. Shear wall type 2 has been added as a result of these calculations. 12 &13: Wind load governs in the design of shear walls. In our wind analysis we have used the projected area method. Wind projected on the West wall will not impose lateral load on the mezzanine diaphragm, but the East wall will The attached calculations show this as well as shear wall calculations for Grid A. The main floor shear wall has been designated shear wall type 2 as mentioned above. See response to review comment 12 regarding wind load analysis using the projected area method. 15 .. Anchor bolts (5/8" diameter bolts spaced at 2' -0 ") have been added to Section ,11 on Sheet S3. Attached you will find the revised drawings and a supporting calculation packet. Please call me at (206) 441 -1855 if you have any further questions or comments May 18, 1998 RE: Q -Lube D98 -0062 Very Truly Yours, John Scheffey, P.E. Ms. Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 44, rt. 4c4 ADaPT Engineering, Inc. 800 Maynard Avenue South Seattle, WA 98134 John M. Scheffey D9s 0c42- Phone: (206) 654-7045 Fax: (206) 654-7048 Ms. Spencer, Per your review letter of April 21, 1998, the following comments /corrections have been made: 1. NGVD shall be used as the vertical reference with FEMA approved benchmark. 2. The lowest finish floor elevation is shown as 24.20. A Flood Zone Control permit application is attached. A review of F.I.R.M. map number 53033C0978 F indicates that the proposed site is outside of the 100 -year flood plain elevation. 3. The estimate for excess cut is shown on the plan. 4. This note has been edited to correspond to the plans. 5. Downspouts are shown to be tightlined to the existing catch basin. 6. Mr. Arnauld Girard has verbally approved our proposed connection to the sanitary system. A utility plan has been submitted to Metro for their review and written approval. I will forward this to you as soon as I receive it. 7. The pipe connecting to the existing catch basin has been identified. 8. The proper notes have been added to the plan. 9. The outlet pipe on the oil/water has been identified. 10. The PVC sanitary sewer line has been revised to 6 ". 11. The domestic water meter size has been revised to 1 ". 12. The connection point for the domestic water service has been relocated to the west driveway of the Home Depot. 13. This comment regarding the widening of the entrance road is unresolved at this time. Please contact me if you require any further information. R C TUKWILA PUr LlC WORKS Thompson & Associates ADaPT Job No. S -WA97 -721 May 18, 1998 Roger 011enburg & Associates 555 116 Avenue NE, Suite 155 Bellevue, Washington 98004 Attention: Mr. Roger 011enburg Dear Mr. 011enburg: Subject: Response to Review Comments (May 12, 1998) Subsurface Exploration and Geotechnical Engineering Report Proposed Tukwila Q -Lube Site South 180 Street and West Valley Highway Tukwila, Washington ,4DaPT Engineering, Inc. RECEIVED MAY 2 61998 M Y 2 c' 1998 ROBERI i OSSA I I I ASSOC. At the request of Thompson & Associates, ADaPT Engineering, Inc. (ADaPT) has completed this letter in response to review comments contained in a letter from Robert Fossatti Associates to the City of Tukwila dated May 12, 1998. We have previously completed a geotechnical design report for the project (S -WA -97 -721 dated December, 1997), which summarized the results of a subsurface exploration program and geotechnical engineering design report for the proposed Tukwila Q -Lube. The project site is that of an out - parcel in the Home Depot parking lot in Tukwila. The general site vicinity is South 180 St. and the West Valley Highway in Tukwila. The building footprint is approximately 1,725 square feet. The building would be of split face CMU construction, and would entail the excavation of a full basement below grade to accommodate two lubrication pits and storage. ADaPT's field exploration program consisted of two test borings within the building footprint area. The test borings indicate the site is underlain by asphalt pavement above about 2 -feet of fill, and then by alternating layers of loose sand and soft silt to the 33 -foot depth. Below 33 -feet, loose, black, saturated coarse sand was encountered, which extended to the full depth of the exploration, at 40 -feet. Both discrete layers of peat and scattered organics were encountered. The near surface soils are interpreted to represent normally consolidated alluvial deposits. Groundwater was encountered at about 10 -feet below the existing site grade. For detailed soils description, please refer to boring logs appended to our report. This letter is intended to respond to the "General and Foundation" comments in the Robert Fossatti Associates review letter. In their review comment letter, item 2 noted the geotechnical report copy provided to the reviewer was not sealed. We have appended a signed and sealed report with this letter for their files. Item 3 indicated the report needed to address the potential for liquefaction and soil strength loss per the requirements of UBC Section 1804.5. The following portion of this letter addresses that topic: Liquefaction is a temporary loss of shear strength in a saturated soil mass subjected to cyclical shaking. In order for liquefaction to occur, ground shaking of sufficient magnitude and duration must occur. As a general practice, a design earthquake of Magnitude 6.5 with peak acceleration of 0.2g has been adopted by Seattle DCLU as a one in 100 year seismic event. The effects of liquefaction may be manifested by sand boils, lateral spreading, slope failures, or seismically induced areal settlement. Because of site grades and surrounding grades, the possibility of lateral spreading or slope failures appears to be minimal at this site, in our opinion. Heavily loaded foundations supported directly above liquefiable soils may suffer from large total and differential settlement after a seismic event of sufficient magnitude to cause liquefaction. Shallow foundation techniques such as recommended in our December 1997 report would entail the support of the building above a prism of structural fill below the lubrication pit. We recommended in our report that the prism of structural fill be compacted. Accordingly, those soils providing direct support to the building are not considered to be liquefiable. Our field studies indicated that there exist relatively shallow groundwater levels and granular soils at the site. However, the groundwater level was encountered at about 10 -feet below the existing site grades, when measured at the time of drilling in November. We anticipate that those levels likely are representative of seasonally high groundwater levels. The saturated soils below the groundwater table were indicated to be interlayered deposits of sand and silts. Previous work by others (Ishihara, Stability of Natural Deposits during Earthquakes) indicates that as long as there is a substantial amount of non - liquefiable soils above the liquefiable deposits, the damaging effects of liquefaction at the ground surface such as ground rupture, sand boils etc. would be avoided. For the condition of a peak ground surface acceleration of 200 -250 gal (i.e. 20 -25% g), the required thickness of non - liquefiable deposits of 3- meters was indicated. Based on our field studies, the thickness of 10 -feet of soils above the static water level would satisfy the 3 -meter requirement. It appears that there is sufficient thickness of non - liquefiable so that surficial manifestation of liquefaction and damage can be avoided. However, the result of the potential liquefaction may be manifested as areal settlement. The weight of the soils removed from the excavation greatly exceeds the weight of the structure. Theoretically, the settlement from static building loads should be minimal. We recommended that the building be designed to sustain total settlements in the range of 1 to 2- inches. Structural design to accommodate settlements of this magnitude should be sufficient for the effects of the potential for volumetric change and associated strains in the discontinuous liquefiable site deposits, in our opinion. We appreciate the opportunity to be of continued service on this project. If you have any questions, please contact us at (206) 654 -7045. Respectfully Submitted, ADaPT Engineering, Inc. Kurt W. Groesch, P.E. Senior Geotechnical Engineer eotechnical Engineer 9 I, N O. �3RO;44 J1•o wwsH14' • •� 4 O • �'• . #EGI S1:_ \ G� s /ONAV` / Age/err G, S•wo R O B E R T .1 � I )SS \ I I I A S S O C I A T E S CONSUCrING ENGINEERS May .12, 1998 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 98 -T -14 Q -Lube (D98 -0062) Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed: General and Foundation 1. Items requiring special inspection per UBC Section 1701.5 must be itemized on the drawings. 2. The geotechnical report we received was not sealed and signed by the geotechnical engineer. A signed and sealed document must be submitted for our records. 3. The geotechnical report needs to address the potential for liquefaction and soil strength loss during earthquakes as required by UBC Section 1 804.5. Page 28 of the calculations shows specific reinforcing for the basement wall design at the stair. We do not find this specific information called out or detailed on the drawings. 5. Foundations supporting wood are to extend at least 6 inches above the adjacent finish grade. Refer to UBC Section 1806.1 and Details 11 and 12/S3. Vertical • A PROFESSIONAL SERVICES CORPORATION 2030 FIRST AVENUE SUITE 203 SEATtLE,1VASIIINGTON 98121 RECEIVED MAY 1 5 1998 COMMUNITY DEVELOPMENT TELEPHONE: (206) 256.1803 FAX: (206) 256 -6187 RFA #980102 -14 6. The Engineer of Record should verify that the Mezzanine will not be used for storage, as indicated on page 5 of the calculations. If the intended use is for storage, a uniform live load of 125 psf will need to be used per UBC Table 16 -A. 7. The reinforcing at the main level composite deck is not called out in Detail 13/S3 or on the plan, Sheet S2. This information needs to be on the drawings to coordinate with page 15 of the calculations. 8. The main floor level needs to be designed considering concentrated loads per UBC Section 1604.3. Refer to the calculations, starting on page 15. Additional calculations need to be provided for our review. May 12, 1998 Q-Lube Page 2 Lateral Calculations should be provided that evaluate the adequacy of the double roof joists to support the HVAC load. 10. Section 1 /S3 needs to be clarified to call out the nailing between the blocking (between the joists) and the top plate to transfer the shear forces into the wall below. Refer to page 32 of the calculations. 11. The Mezzanine Framing Plan, Sheet S2, shows the length of the shear wall along Grid 7 as being 9' -10" between Grids C & D and 1' -8" to the end of the wall. This adds up to 11' -6 ". Page 35 of the calculations assumes a length of 21 feet for this shear wall. The drawings and calculations need to coordinate and structural adequacy needs to be verified for lateral forces. 12. We do not find calculations that evaluate the shear force on the wall below the mezzanine along Grid A that includes the shear forces on the roof and mezzanine levels. The total shear force would be 3.71 at the roof (page 32 of the calculations) plus 3.6 at the mezzanine (page 34 of the calculations), equaling 7.31 The 14-foot shear wall, with a shear stress of 522 plf, would be overstressed beyond the capacity of Shear Wall Type 1. 13. Considering the above loading condition on the shear wall along Grid A, revised calculations need to be provided that evaluate overturning forces at the foundation for both roof and mezzanine level shears acting at the same time. The 111)2 Holdowns would not be adequate. Refer to UBC Section 1603.3.4. 14. The Engineer of Record should justify why a shear force of 5.7" is used at the mezzanine level reaction on the braced frame along Grid D. 15. The drawings need to specify the size and spacing of anchor bolts at shear walls. The above listed review comments should be responded in itemized letter form. We recommend that the permit applicant have the structural Engineer of Record, Symonds Consulting Engineers, Inc., respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. 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, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke Senior Plan Reviewer cc: Mr. Roger 011enburg, Roger 011enburg and Associates c :Uossattitukwila \98t14r1.doc City of Tukwila Department of Community Development April 22, 1998 John Scheffey Adapt Engineering 800 Maynard Avenue S, #403 Seattle, WA 98134 Dear Mr. Scheffey: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number 098 -0062 Tukwila Q-Lube 6816 South 180th Street This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and Public Works Department. At this time the Planning Division 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- 3671. Sincerely, ( itniuk, Brenda Holt Permit Technician Enclosures File: D98 -0062 John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila Department of Public Works Ross A. Earnst, P. &, Director PUBLIC WORKS DEPARTMENT COMMENTS April 21, 1998 Q -Lube D98 -0062 DATE: PROJECT NAME: PLAN CHECK NO.: PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. John W. Rants, Mayor 1. National Geodetic Vertical Dofum (1929) shall be used as the vertical reference with FEMA approved bench mark. 2. Specify the lowest finish floor elevation on plan. Flood Zone Control permit will be required - see attached FZC permit procedure. Flood Elevation Certificate shall be submitted to the Public Works Department for review. Lowest finished floor elevation shall be minimum 1 foot above 100 year flood elevation, however Public Works strongly recommends it to be 2 feet above. Please contact Mr. Phil Fraser, Public Works Senior Surface Water Engineer, at (206) 433 -0179 regarding any Flood Zone Control permit questions. Specify 100 year flood elevation on plan. Work area pits may require to be floodproof. 3. Show estimate of yardage for cut and fill on plan. 4. Sheet C -1 note #18 refers to sheet A -3 for storm drainage details, however there are no details on sheet A -3. Sheet C -3 5. Show down spout tight lines and how they connect to the storm drainage system. 6. New oil /water separator call out refers to the detail on sheet C -3 however detail is not shown. Submit an approval letter from King County Metro Industrial Waste, contact person Mr. Arnauld Girard @ (206) 689 -3012 for discharge to the sanitary sewer system. 7. Identify the pipe connecting to the existing catch basin B - invert, slope, length, pipe material. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 Add note at the existing sanitary sewer MH "Kor-N-Seal connection required for the new • pipe", show flow direction for the new pipe. New clean-out shall be 6", indicate invert elevation at clean-out. 9. Identify sanitary sewer line from the oil water separator, pipe length, material, slope. 10. PVC sanitary sewer line from water closet shall be 6" minimum. 11. 1" is the minimum water meter size for commercial water service, your call-out specifies 3/4" domestic WM. 12. Show location of point of connection for domestic water service. Water service connection for commercial service shall be a minimum of one inch (1") type K copper from main to meter with out joint. Water service to be connected to an existing in service water main (show size, location of existing water meter on plan) shall be made by a wet tap performed by a licensed contractor. Water service can be tapped off existing water main in S 180th St. (street open cut will not be allowed) or at West driveway of Home Depot. The water meter box shall be located within City right-of-way at the property line behind the existing sidewalk along S. 180th Street - see attached mark up. 13. At the intersection of S. 180th Street and Christensen Road the right turn lane is too short. Widen the intersection approach to 3 lanes northerly to first parking aisle (approximately 200 feet). This widening is required as a result of the traffic analysis done for Home Depot and the proposed pad sites. The analysis showed a left turn queue that extended over 200 feet at peek hour, thus effectively blocking the right turn lane and lowering the level of service. Pre- Application File Number PRE97 -015 Project: Q -LUBE Meeting Date: MARCH 27, 1997 Time: 2:30 P.M. Site Address: 6810 S 180 ST Date Checklist Mailed: APRIL 7, 1997 By: KELCIE J. PETERSON City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 DEPARTMENTS X) XI XI XI X) PHONE #'s Building 431 -3670 DUANE GRIFFIN, BUILDING OFFICIAL Fire 575 -4404 STEVE KOHLER, FIRE DEPARTMENT Planning 431 -3680 ALEXA BERLOW, ASSOCIATE PLANNER Public Works 433 -0179 SANDY LEEK, PERMIT TECH. II Parks & Rec 433 -1843 Police 433 -1804 Environmental 431 -3662 Permit Center 431 -3670 KELCIE J. PETERSON, PERMIT COORDINATOR Other: APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: JOHN SCHEFFEY Phone: 206 251 -0844 PERSON Company/Title: ADAPT ENGINEERING, INC. Street Address: 252 SW 43 ST City/State/Zip: RENTON, WA 98055 OTHERS Name: EUGENE THOMPSON Phone: 206 575 -0888 PRESENT Company/Title: Q -LUBE FRANCHISE OFFICE Street Address: 687 STRANDER BL City/State/Zip: TUKWILA, WA 98188 Name: Phone: Company/Title: Street Address: City/State/Zip: Name: Phone: Company/Title: Street Address: City/State/Zip: Name: Phone: Company/Title: City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD Street Address: City/State/Zip: Name: Phone: Company/Title: CITY STAFF PRESENT NAMES/TITLES Street Address: City/State/Zip: 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 SATE April 7, 1998 R OJECT: NAME: ' Q -LUBE LAN CHECK NO D98 -0062 ' UKWILA BUILDING DIVISION PLAN REVIEW COMMENTS LAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. A "portion of the lower level ceiling is scheduled to receive R -19 rigid insulation. If this is a foam plastic insulation, then the interior of the building shall be separated from the foam plastic insulation by an approved thermal barrier having an index of 15 when tested in accordance with UBC Standard 26-2. Please clarify and show how compliance is accomplished. 2. .;The public toilet room on the main floor is required to meet the requirements of UBC 807.1.1. Basically, the intended floor finish must be coved and extended up the wall a minimum of 5- inches: • F ? a i y h S �k $C �' !+� 5u x4 rT 3 } x a 0 tilt xJ- ;+ MA �, s r : f t..c W� ) >., l `: ��`, 5 t e� 9w �'at ,.: )•J Pre- Application File Number PRE97 -015 Project: Q -LUBE Meeting Date: MARCH 27, 1997 Time: 2:30 P.M. Site Address: 6810 S 180 ST Date Checklist Mailed: By: Lf• • sKY r City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 DEPARTMENTS IC CONTACT PERSON OTHERS PRESENT Building Fire Planning Public Works Parks & Rec Police Environmental Permit Center Other: APPLICANT/REPRESENTATIVES PRESENT Name: ...3 0go Company/Title: AoA 1 fit•4 ?- -2( r .ir� Street Address: AG-,1. 1� v. S'f ` \zct�rra Name: 0/444, -ri ..rr Company/Title: Q L ✓ lgAwydL /IA i et Street Address: (g 7 sind , two. Name: Company/Title: Street Address: Name: Company/Title: Street Address: Name: City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD Company/Title: Street Address: Name: Company/Title: Street Address: PHONE Vs 431 -3670 575 -4404 431 -3680 433 -0179 433 -1843 433 -1804 431 -3662 431 -3670 CITY STAFF PRESENT NAMES/TITLES Phone: 2x, �� I - Of' , q 1 / ' DUO /14 Pelerfon, Permile dGo(d . 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 City / State/Zip: Q'--F WI\\ LIi'\ `laze Phone() S' 7s o Pdl City / State/ZiP: TOCai l.4.+. 1.44 Ill rer Phone: City/State/Zip: Phone: City/State/Zip: Phone: City/State/Zip: Phone: City/State/Zip: , , , • '. BUILDING INFORMATION Project Value: bax — Current Assessed Value of Building: Total Building Square Footage: /3 F e FtorAz Type of Construction: t,./ Alz ti_ (1994 UBC) Please indicate the square footage of each floor, broken down by building use(s); use another sheet for additional floors. BUILDING USE OCCUPANCY CLASSIFICATION SQUARE FOOTAGE 1st Floor Lo'1 i Ocicc, 5-- V 9 Re3eree i sr-tie-A(47 Prepared by: ipo BA-( Ave Date: ,i iq -7 TOTAL ( •.)c)`1 r 2nd Floor OFFlaf V 13 w■ . t-400(.1A,(2. PL.A0•_S 42E' Klor c.ot-■ Pe ( ..• 5TOCE't ef,OfAILOCT7C)N. p - - 111 FoP- Sival Kee' TOTAL ta.90 $ i C 3rd Floor I I4C-u- , ° FC.CotZ.._ I. /it.k. O. tea:7 TOTAL Weez) %- Number of parking stalls proposed: Regular: If Compact: Handicapped: Storage or use of flammable, combustible or hazardous materials on premise or area of construction? to No RI Yes If "Yes", explain: harotZ c9k L. , . PROJECT INFORMATION Project/Name: ru 4k-A ILA Q- Luze" Site Address: @yr PARe-EL of k Description of Proposal: cotas Q-Luze 0 u 1 eg. sev-vitE: (9IL Ct-E-kt-taE FiNc-AL k l't Assessor Account No.: .3 (1)304.. , cues Acreage of Site (gross): 13,911 Anticipated period of construction: From 3 ( To 4 -:.A- i ctcl? Will the project be developed in phases? al No 1:1 Yes If "Yes", describe: Identify existing easements on site: OIA. Pre-Application PROJECT SUMMARY PREAPSUM.DOC 7/9/96 CITY O' TUKWILA Permit G1,-rter 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 FOR:STAFF USE ONLY - Pre-App File No.: I 01/Prpc I or i i Date Received: 3) 1 q I Meeting Date: 5 / c9. Time: @:Dc) . PROJECT INFORMATION Contact Person: ,A, sco.E-F.-6-1 company:AQApr Address: 1G) 5,Li ii3ea T 2 u 98 Phone: ,2 :1 c e,LN Prepared by: Date: ,i iq -7 Pre-Application PROJECT SUMMARY PREAPSUM.DOC 7/9/96 CITY O' TUKWILA Permit G1,-rter 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 FOR:STAFF USE ONLY - Pre-App File No.: I 01/Prpc I or i i Date Received: 3) 1 q I Meeting Date: 5 / c9. Time: @:Dc) . f : Distance between structures and property lines ,/Structure - General layout „./ Width of any adjacent public right -of- way(s) ,/ Exits and exiting pattern ,,,, Designated landscape areas ✓ Uses and dimensions of all spaces yEasements (including railroad, Puget Power, etc.) Parking layout ... - Truck loading area designations , Access points and traffic circulation pattern /Footprint of existing and/or proposed structures Significant natural features (water, slopes, vegetation, eta . ,Zthan Identify sites proximity to river environment if less 200' from river _-Topography map (for slopes over 15 %) Pre - Application Procedure / Plan Submittal Checklist The pre - application meeting is for you and City staff to preliminarily review your project prior to submitting applications. This helps you to learn about and discuss our regulations and plan submittal requirements, to provide early discussion of any major issues, and to facilitate the plan review process. PROCEDURE The Development Review Committee (DRC) meets every Thursday afternoon. Two time slots are available for pre - application meetings on a first -come first -serve basis, 2:30 p.m. and 3 :30 p.m. The meeting takes approximately one hour. Your pre - application and submittal requirements must be presented at the Permit Counter eight days prior to the meeting (Wednesday, 5:00 p.m. deadline). Submittals will not be accepted through the mail, over the fax or by a messenger service. The pre - application plan submittal checklist is a guide. However, the more information submitted, the more complete our assessment can be. Our meetings are informal. We usually begin with our questions and /or major issues we see. Your design team is encouraged to participate (i.e., architects, engineers, project coordinators, etc.). Staff from Building, Planning, Public Works, and Fire will be present at the meeting. Parks and Recreation and the Police Department will provide comments pertaining to your pre - application submittal. We take notes during the meeting. Within one week following the meeting, a summary of all comments prepared in checklist format will be forwarded to you or your contact person, along with a packet of permit applications, plan submittal requirements, selected ordinances, and general information. If you have questions or want to participate in this process, please feel free to contact the Building Division or Permit Coordinator at 431 -3672. Pre - application plans (8 sets) should contain the following: Site Plan Re • uirements PREAPRO.DOC 7/9/96 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard,Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Workin • Drawin • s (Please check the appropriate boxes identifying what was included on your plans, and attach checklist to your pre - application submittal.) H -8 Additional Requirements / Vicinity map - Show North arrow Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Pre - application Cheklist CITY OF TUKWILA The following comments are based on a preliminary review. Additional information may be needed. Other requirements regulations may need to be met. BUILDING DIVISION The following is meant to be general Information related to the requirements of the Tukwila Building Division for the processing of building permits. Specific code Issues will be addressed through the normal plan review process after the permit Is applied for. 1. Comply with the Uniform Building Code, 1994 Edition, as adopted and amended by the State (Table 10- B, Section 1607, and Section 3003 of the 1994 UBC are not adopted). 2. Comply with the Uniform Mechanical Code, 1994 Edition, as adopted and amended by the State. 3. Comply with the Uniform Plumbing Code, 1991 Edition, as adopted and amended by the State. 4. Comply with the Washington State Energy Code, Chapter 51 -11 WAC, 1995 Edition. Energy code specifications and data must be included on the building plans. N,i7t 5. Comply with Washington State Regulations for Barrier Free Facilities or Design (State amendment replaces UBC Chapter 11 in its entirety). \,® 6. Apply for and obtain the following Building Division permits and approvals through the Department of Community Development Permit Center: • Building Permit • Rack Storage • Other: • Mechanical Permit • Demolition (building) 7. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 8. Plans submitted for approval must be stamped by a Washington State licensed architect or engineer and shall specifically contain the name of the person designated as the architect or engineer of record for the project. This person shall be responsible for reviewing and coordinating all submittal documents prepared by others, including deferred submittal items, for compatibility with the design of the building. (See UBC Sec. 106.3.4) .0/ 9. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. ❑ 10. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered �..� retaining walls, and require a separate building permit. I7 11. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 12. Construction documents shall include special inspection requirements as specified in UBC Sections 106.3.5 and 1701. The architect or engineer's inspection program required by Section 106.3.5 shall be included with plan submittal documents when permit application is submitted. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. ❑ 13. Structural observation shall be required as specified in UBC Section 1702. 14. Construction documents shall contain soils classification information specified in Table 18 -I -A of the Uniform Building Code on the copies stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. ❑ 15. Separate demolition permits are required for removal of any existing buildings or structures. ❑ 16. Comply with UBC Appendix Chapter 12, Division II - Sound Transmission Control. 17. Addresses are assigned by the Tukwila Fire Prevention Bureau. Pry- AppllciNon Ch 601012( • • BUILDING DIVISION :, 18. Obtain approvals and permits from outside agencies: 0 ELEVATORS are regulated by State Department of Labor and Industries: Permits and inspections for elevators are obtained through the elevator section of that agency (reference RCW Chapter 70:87): Phone (206) 248 -6657. ELECTRICAL PERMITS AND INSPECTIONS are obtained through the Department of Labor and Industries.. Phone (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS are obtained through King County Health Department. Inspections: (206) 296 -4732; Permits: (206) 296 -4727: 0 King County Health Department must approve and stamp plans for PUBLIC POOLS /SPAS and FOOD SERVICE FACILITIES prior to submittal to the Tukwila Building Division. Phone (206) 296 - 4787: FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department Phone: (206) 575 -4404. 19. 20: Checklist prepared by (staff): / tlo41 ego �.yl: Date: . , F�-.'�'a;;iz;:il�T�4i: a� �:.u�sP:X.�'tIIiS:.:�'�:c?' .,s,.✓.n„x. C ITY OF TUKWILA D epartment of Community Developmen Building Division Permit Center 6300. Southcenter Boulevard, Tukwila, WA 98188 (206) 431 -3670 The followlnq comments are based on a prel review Additional information may be needed Other requirements /requIations may need to be !net. VIRONMEN Checklist prepared by (staff): Pre-L Checklist CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. FIRE DEPARTMENT - Construction Information cr 1. The City of Tukwila has adopted the 1994 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. Cr 22.. Fire hydrants will be required. (City Ord. #1692) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 903 and City Ord. #1692) ❑ 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1742) ❑ 5. Maximum grade is 15% for all projects. .,/ 6. Hose stations are required. (City Ord. #1742) P 7. A fire alarm system is required for this project. (City Ord. #1742) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete ,�/ drawings. This includes one for our file, one for company file, and one for the job site. ld 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. ,.�/ (UFC 1001) Lld 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) ❑ 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1994 UFC. ❑ 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 902) LJ 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and � Building Departments. r7 / 13. Adequate addressing is required. Fire Department will assign all new addresses. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 901.4.4) 4. Designated fire lanes may be required for fire and emergency access. This requirement may be ,.,/ established at the time of occupancy and /or after the facility is in operation. (UFC 901.4) IJ 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or ,.,/" combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 101) L� 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1741). ❑ 17. Adequate fire flow availability will need to be demonstrated for this project. ❑ 18. Date: 0(1,7 „_ x14CJ111 • r. Checklist prepared by (staff): Pre-pplication Che CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 1. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 2. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans 4. Hood and duct inspections a. Installation b. Trip test 5. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit ❑ 6. Flammable liquid room a. Location b. Fire protection c. Permit ❑ 7. Rack storage a. Permit b., Mechanical smoke removal c. Rack sprinklers d. Aisle width �8. Fire doors and fire dampers a. Installation ,��. Drop testing XJ 9. Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address ❑ 10. Other: a . b. c. d. e. r The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be [net. FIRE DEPARTMENT - Inspections d. Fire Dept. approved plans e. Sprinkler head location and spacing f. Materials and test certificate e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers e. f. g. Date: u/ • The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be inet. • t ! ND RECREATION DEPARTME Parks and Recreation Department has no comment on this Project' .• • • ••,:• • The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. Pre-OPlication Checkl CITY OF TUKWILA Department of Community Development Building Division Center 6300 Southcenter Boulevard; Tukwila, WA 98188 Telephone: (206) 431-3670 POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS . Orientation of Windows: Windows should be located so that the parking lot can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business. 2. Rest rooms: Recommend that the rest rooms that are open to the general public not have false ceilings. There have been problems with subjects hiding in the ceiling area and dropping down later to do robberies. 3. Identity: The address for the business should be visible, both in daylight and during hours of darkness. Site development which does not properly identify businesses will delay emergency response by police, fire, and aid units. 4. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 5. Lighting: Energy efficient security lighting is a relatively, low-cost, yet extremely, • effective way to protect your business. Checklist prepared by T. Kilburg (242-8084) 3/26/97 RECEIVED !Al • R 2? 1997 COMMUNIV DEVELOPMENT 3. 4. 5. 6. Pre-Lpplication Cher''' list CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: ❑ Boundary Line Adjustment/Lot Consolidation ❑ Binding Site Improvement Plan ❑ Comprehensive Plan Amendment ❑ Conditional Use Permit Design Review Design Review - Interurban Environmental (SEPA) ❑ Planned Mixed Use Development ❑ Planned Residential Development Zoning designation: [l1 Minimum setback requirements: Front: / 7 I Maximum Building Height: (I - Site located Checklist prepared by (staff): 0.1A1St Rezone Shoreline Management Permit Tree Permit Short Subdivision Sign(s) Subdivision Unclassified Use Variance Other: in sensitive area? ❑ Yes L"/No Side: /6 / / Side: t 0 Rear: it" Date: 3-27— 7 Height exception area? ❑ Yes No Minimum parking stalls required: ) 5 Alt 14-7/1.0 /4 oaa vp _ Handicap stalls required: 2 ..f/I I an a / W O C.C., 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: / Side: 0 / Side: 0 / Rear: / 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. rirvi P � �l l�► �i h�l 6 k 4i 14. P'VCL.. (.e S ivve S�l �t. L>r - -/i)C6 141 d JAL 15. G ) 7 2J2 (i'9). )] yl VI • 4l 16. t .P (H4i4/1 '( Vt . 17. e hof pa, milk A'? 18. /10,41d lert *l'1it .f hot G G!Yl. 1/k /l4 19. fry 0-eM /TU tt . 20. City of Tukwila John W. Rants, Mayor Department of Comm unity Development Steve Lancaster, Director Mr. John Sheffey Adapt Engineering 800 Maynard Avenue South, #403 Seattle, Washington 98134 Dear Mr. Sheffey: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D98 -0062 Tukwila Q -Lube 6816 S 180 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 2, 1998, has now been 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, 74,e ili Kelcie J. Peterson Permit Coordinator File: D98 -0062 PRE97 -015 6300 Southcenter Boulevard, Suite #100 • 't ukwila, Washington 98188 (206) 431.3670 • Fax (206) 431.3665 C rystal,Kolke ;: Robert Fossatti Associates` Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 ear Ms. Kolke: Sincerely, Enclosures. C ity of Tukwila Department of Community Development Please do structural review per. U.B.C., 1994 Edition: If you have any questions, please call me at 206- 431 - 367 John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • (206) 4313670. Fax (206) 4313665 MEMORANDUP ile D98-0062 Michael Jenkin March 24, 1998 Waiver of Design Review requirement for proposed Q-Liibe, 6810 S. 180th Street • n March 23, 1998 I met with Jack Pace regarding a waiver of the Design Review requirement for Q-Lube. A Development Permit application was submitted for review in the beginning of March, 1998. After reviewing the proposed facility, I denied the permit as incomplete, as the 3,400 square foot .-.. ., facility was subject to design review. Design Review is required of all structures in excess of 2,500 square feet in the TUC zone. In the March, 1997 pre- application conference (PRE 97-015) and in subsequent meetings, the applicants were aware of the 2,500 square foot design review threshold. Jack met with the applicant the week of March 16. After meeting with the applicant, he waived the design review requirement. Jack indicated to me at our meeting that the requirement was waived because the work area that was located below ground was not allowable square footage used to determine if the facility met the 2,500 square foot threshold. March 9, 1998 Mr. John Scheffey Adapt Engineering 800 Maynard Avenue South, #403 Seattle, Washington 98134 Planning Division: Department of Community Development -, City of Tukwila John W. Rants, Mayor O ' r 2 1908 Dear Mr. Scheffey: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0062 Tukwila Q -Lube 6816 S 180 St Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 2, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Contact Michael Jenkins, Assistant Planner, at 206 - 431 -3670 if you have any questions regarding the following comments. 1. This project requires Board of Architectural Review approval due to the fact that this facility is over 2,500 sf and is located in the Tukwila Urban Center. The City requires that five (5) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit five (5) copies of each document. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 4313665 Scheffe, arch 9 , 1998 'age 2 n'order expedite your resubmittal a Revision Sheet must accompany every ,resUbmitial. 'I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. • If you have,any,qUestions please contact 'the at the City of Tukwila Permit Center,:at.': (206) 431-3672. incerely, ."- 1 TO: FROM: DATE: SUBJECT: John W. Rants, Mayor Ross A. Earnst, P. E, Director i JJH /tkf NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering June 9, 1997 Tukwila Q-Lube 6816 South 180th Street Project Number: PRE97 -015 Permit Number: D98 -0062 Contact Person: John Scheffey Phone: (206) 654 -7045 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 9, 1998. Land Altering Landscape Irrigation Water Meter (1" Permanent) Water Meter (1" Deduct for Irrigation) Sanitary Side Sewer Storm Drainage TOTAL: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) Public Works File (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE $76.50 25.00 325.00 No Fee 20.00 25.00 $471.50 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 4313665 ACTIVITY NUMBER: D98 -0062 DATE: 1 -27 -99 PROJECT NAME:. Q-LUBE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # - XX Revision # 2 After Permit Is Issued DEPARTMENTS: Buildin Division ❑ Fire Prev ntion ❑ Plaftfiiig Division Public W rks Structur Permit Coordinator or ❑ ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -28 -99 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -25 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: V'R•ROUTE.DOC 6/98 PLAN Petal I/ROUTING �" S(.IP ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: W g Divlso P AD rilAtIr PL W /�TINGgLIP D98 -0062 TUES/THURS ROUTING: Please Route ❑ TUKWILA 0 -LUBE - CORRECTION LETTER #1 ItO Fire Prevention of cta ai ❑ an�a4, m� DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 5 - 19 - 98 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments. Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ \PR•ROUTE.DOC UM DATE: 5 -18 -98 P nning Division P rrRirCoordinatoor IM No further Review Required DUE DATE: 6 - 16 - 98 ❑ DATE: Not Approved (attach comments) C DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division Public Works APPROVALS OR CORRECTIONS: (ten days) \PR.ROUTE.DOC 1/98 ati,v PLAN UTIN LIP D98 -0062 DATE: 3 -2 -98 0 -LUBE Fire 'ry tio ,y1 ructural r Planning Division Vatic t.00iv.eCI CS; qn r-cIi tw. I1P DETERMINATION OF COMPLETENESS'' (Tues, Thurso \ DUE DATE: 3 -3 -98 Complete '54 Incomplete t'' Not Applicable Comments. 1 611( of J n (O m pi-ee app.) (c(k (() I) Thai k' lhh►n `-aCh- '� -renr\ ?a � ( �� VdP TUES /THURS ROUTING: Please Route Ei No further Review Required Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) Permit Coordinator sp Approved El Approved with Conditions 0 Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: 1- 7-98 -- REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved E Approved with Conditions Not Approved (attach comments) El REVIEWERS INITIALS: DATE: ACTIVITY :NUMBER: • .D98 -0062 PROJECT 'NAME:: • Q—LUBE Original Plan Submittal Response to Correction Letter # DATE: 7 -22 -98 Response to Incomplete Letter XX Revision After Permit Is Issued DEPARTMENTS: Building Division p c V s(''l, DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -25 -98 Approved ❑ Approved with Conditions ri Not Approved (attach comments) El REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved El Approved with Conditions El Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. \PR.ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ❑ • Pla ning Divisi 2319 Permit Coordinator DUE DATE: 7 -28-98 Not Applicable ❑ DATE: - z - / - 9 7 C. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PROJECT NAME: Gent T 11 d in/J�ion PROJECT ADDRESS: 6? 1( /VP /� L. t. b.e PLAN CHECK/PERMIT NUMBER: CONTACT PERSON: 13v19 PbI t PHONE: (2-o) VC REVISION SUMMARY: 12,',4 P„ 42,54 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Do G I L or/ c.c+. or( / planning, Flr Publlci D• REVISION N0.? �'�` S. REVISION SUBMITTAL DATE: Jez.e m h PROJECT NAME: ke 5 Q 1-- be PROJECT ADDRESS: 66 /6 S • /6' CONTACT PERSON: REVISION SUMMARY: 1 `G' IA V 5 44-ken) k IPC'OV � � 1d % CV '-`417`4) .,, rGa.c-S SHEET NUMBER(S) 1, - I C.. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: PLAN CHECK/PERMIT NUMBER: 7 7 - o o 6, PHONE: CSC) Cs 5 1 705 NECEIVED CITY OF TUKWILA DEC 2 3 1998 PERMIT CENT FAI ' ec CITY USE ONLY 3/19/96 ;oi"At;e=5: /tsartrig- .comswa: .mfroxA:k eett CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Soufhcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 11SI J 76 PLAN CHECK/PERMIT NUMBER: T) 8 -ao(D2 PROJECT NAME: Q- L 0. b V- . . �7i� of ! h 1)mion PROJECT ADDRESS: (7)1 S. )80 CONTACT PERSON: 1j0 r Va, C)( �- / )2k, Ir► :ny w ∎ 11 Vt to Z,l 1n b Si \ r �w� SHEET NUMBER(S) I e- fL- "Cloud" or highlight all areas of revisions and date re4sions. SUBMITTED TO: je-:0 - S . eR-nL -cr lanning , PHONE: (2 X5 `/S REVISION SUMMARY: We- reg1A.L.5) \ 'C t 3 /y ° T 14 Co fp t C Wu. -Crom op, c14 :p c -E- h t a h b, bb A VI14 - S n YWr �h � 1o prc L by C: y) 190.; 161:1 1i r 0.4 RECEIVED CITY OF TUKWILA JUL 2 2 1998 gOP PERMIT CENTER enler r rc� CITY USE ONLY Flre.. Public.Wor REVISION NO 3/19/96 REVISION SUBMITTAL DATE: - I& 6 PLAN CHECK/PERMIT NUMBER: DqI 004.Z PROJECT NAME: Tj 6111 AND Q ' LAM PROJECT ADDRESS: 4416 5. Me CONTACT PERSON: REVISION SUMMARY: PLo'C pt-ACA c-1 Ceevist Tt 511u I9t1 tnirrl 'PLR . 5IE?r QeVrseS) 5 )' 11 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 L LAN V ALI_ Secic9[t5 14 -6 gG''rseD 511 . Go. *Ala ECE VED SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: _ bA1 -SVAA 6 1JCL ( CITY USE ONLY '10I C L Is PHONE: 2O4 65l''W'f5 I QEV (SC.. 151q8 MAY 1 8 1998 PUTUKWILA I KS 3/19/96 t Dear Sir: Fire Department Review Control #D98 -0062 (510) City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Re: Q -tube - 6816 South 180th Street March 4, 1998 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10, 3 -1.1) One or more portable fire extinguishers having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class I or II liquid storage area located outside of a liquid storage room. (UFC 7902.5.11.5.2) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the John W. Rang Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 3 direction of egress. (UBC 1013.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway or into the atmosphere. (UFC 8001.5.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.9.1.1) Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 8001.6) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 7. Oily rags or used wiping rags impregnated with finishing materials shall be stored in approved metal containers with self - closing, tight fitting lids. Rags are to be deposited therein immediately after use. The contents are to be properly disposed of at least once daily and at the end of each shift. (UFC 4502.9.6) 8. Commerical dumpsters and containers with an individual capacity of 1.5 cubic yards or greater shall not be stored or placed within 5 feet of combustible walls, openings or combustible roof eave lines. (UFC 1103.2.2) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, sib The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phony (206) 5754404 • Fato (206) 5754439 7;?:2rN 1R!m.,23.J:IV'i"r"Y%tvntr 4 iediyottrr rrorzk'> t v`vivpury CSC"'"+mi-hanr•>"w.ue++as --- -neaanrv»— .. Building Division - Permit Center 6300 Southcen Boulevard, Tukwila, WA 98188 Telephone: (2 :431 -3670 '�,�^,�.�..,; ii•:j�``Y'SY;�i "i: 'i.y... , ¢. _: ,, .. .; ;. ..;. /At} Ji'; �• C fr+�. ,,�, /;rL` �'IV�G4 icy i 29Y iY� l 1. $A. D�i vV<.Y ;$i rEADDR� �7K` .R3�' `�.f:z •iA " + -1: ;c:i:�ej>ig'y:y, s i;L'4df .�:�:. ?;i l;,, .�>.. „ t••. , . „n.. r n •,., .,. The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PUBLIC WORKS DEPARTMENT Project:Q -LUBE Address:6810 S 180 ST Date: MARCH 3, 1997 Pre -Ap PRE97 -015 SEPA Shortplt BLA Shoreline BAR ROW Vacation Permits REVIEW COMMENTS: Availability Letters: ... Water ... Sewer 1. Water: 2 METERS AS PART OF HOME DEPOT - WILL NEED EASEMENTS THROUGH THE PROPERTIES ... Assessment ... Double Detector ... Fire Loop /Hydrant ... Proportionate Fair Share /No Protest Water Agreement 2. Sewer: OK - CONNECT AT MANHOLE Proportionate Fair Share /No Protest Sewer Agreement ... Grease Interceptor designed to Uniform Plumbing Code Appx. H 3. Surface Water: SHOW WHERE DOWNSPOUTS WILL CONNECT. SHOW THE SUB -BASIN IF SURFACE AREA IS GREATER THAN 75 K SQ. FT. ... Identify drain system condition for 1/4 mile downstream. .X. Design to KC Design Manual :.. Biofiltration or Coalescing Plate Separator Riverbank Stabilization: 4.Hydrological /Geotech: 4, S4mbY' L>Et # 5.Traffic: CHECK THE HOME DEPOT STUDY. CHECK IF THERE IS A DIFFERENCE B/T ORIG. PROPOSAL, SIZE, HOW MANY BUSINESSES .X. Trip generation & Distribution for AWDT, & AM, noon, PM peaks Channelization /access: ... Frontal /Sidewalk: (TMC11.64.020 rqmnt for: 25,000 ft, 25% of value, or $250,000) ... CBD Treeplan: ... Undergrounding: ... Curb cut /Access: 6. R /W- Easements: 7. Developer's Agreement: 8. Turnover: 9.Other: IF FINISH FLOOR IS BELOW 25', PITS HAVE TO BE WATERTIGHT. FLOOR DRAIN WILL REQUIRE METRO APPROVAL FOR SS DISCHARGE. All'maps & plans to use NGVD datum and FEMA approved BM's. PERMITS TO BE OBTAINED: ...Water: ... H2O Meter - Exempt ... H2O Meter - Permanent ... H2O Meter -Temp. ... Landscape Irrigation ... Sewer: ... Side Sewer ... Sewer Main Ext (Private /Public) .)C Metro Business Declaration Form .x Metro Discharge Land Altering: Drainage* .X. FZC: REVIEW WITH NGVD DATUM AND FEMA BM'S. Floor Elevation: ...Street Use: ...Hauling: $2,000 Bond, $1,000,000 Ins., Route Map & $25 Fee Req'd ...Oversize Load $5,000 Bond, $1,000,000 Ins.,Bus.Lisc. /$50 Fee, Route Map, $25 Fee ... PSAPCA (demolitions): PROJECT ADDRESS : PROPOSED Q —LUBE FACILITY 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 ASSESSORS PARCEL No.: 362304 -9105 ZONING : TUC BUILDING CODE: UBC 1994 FIRE CODE: UFC 1994 SEISMIC ZONE: 3 OCCUPANCY CLASSIFICATION: S -3 CONTRUCTION TYPE: 5 —N PROPERTY SIZE : 13,971 SQ.FT. (0.32 ACRES) SITE AREA BREAKDOWN BUILDING COVERAGE : 1,520 SQ. FT. LANDSCAPING AREA : 1,973 SQ. FT. PAVED AREA : 8,281 SQ. FT. CONCRETE AREA : 2,197 SQ. FT. BUILDING AREA BREAKDOWN: LOWER LEVEL & STAIR #2: 1,390 SQ. FT. FIRST FLOOR: 1,300 SQ. FT. MEZZANINE & STAIR #1: 547 SQ. FT. TOTAL BUILDING AREA: 3,237 SQ.FT. PARKING : REQUIRED : 1 PROVIDED : 12 KER ST T PROJECT INFORMATION : L_1 1 I GENERAL NOTES : 1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE SITE AND SHALL NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY CONDITIONS WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1994 UNIFORM BUILDING CODE (UBC) AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS. TYPICAL DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN AND WHERE DETAILS OF DESIGN ARE NOT PROVIDED.. THE CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK Quaker State THE CONTRACTOR SHALL SUPERVISE, DIRECT, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL ADEQUATELY BRACE AND /OR SHORE ALL STRUCTURAL COMPONENTS OR ELEMENTS AND ALL BUILDING PARTS DURING CONSTRUCTION, TO PREVENT COLLAPSE, BUCKLING, OR UNDESIRABLE MOVEMENT. 6. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE SITE PRIOR TO STARTING. 7. WHERE WORK OF ONE TRADE AFFECTS WORK OF A SUBSEQUENT TRADE, COMMENCING WORK BY THE SUBSEQUENT TRADE INDICATES ACCEPTANCE OF CONDITIONS AND SURFACES. 8. PATCH AND REPAIR ANY DAMAGE TO EXISTING WORK DUE TO CONSTRUCTION OR OTHERWISE SO AS TO MAKE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING WORK. CITY OF TUKWILA V ROVED JUL 06199 As MOTE g1J1LDING OI".� FILE COPY I understand that the Plan Check approvals are subject b errors and omissions and approval of plans does not authorize the violation of any adapted code or ordlnrlSS A osipt of contractor's copy of approved pion e0kjgrlMdped. B '• t 1' Date 7 « ,i Permit No aCka REViSIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REOJ!RE A NEW PUT: SUE,TTAL ANO MAY 1, AD,T,yJL PLAN F..EviEW FEES. 24 HOUR CONSTRUCTION PHONE NUMBER : JOHN M. SCHEFFEY AT ADAPT ENGINEERING, INC. 206.654.7045 9. THE CONTRACTOR IS TO LIMIT HIS CONSTRUCTION TO AREAS INDICATED. ANY DAMAGE TO EXISTING WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTORS OWN EXPENSE. 10. MECHANICAL CONTRACTOR TO PROVIDE HEAT LOSS CALCULATIONS AND HVAC SPECIFICATIONS AND DESIGN TO MEET UMC AND LOCAL REGULATIONS AND CONDITIONS. 11. PLUMBING CONTRACTOR TO PROVIDE RISER DIAGRAMS AND SPECIFICATIONS TO MEET UPC AND LOCAL REGULATIONS AND CONDITIONS. 12. ELECTRICAL CONTRACTOR TO PROVIDE ADDITIONS SERVICE REQUIREMENTS, IF NECESSARY, AND LOCATE NEW PANELS, ETC. TO MEET NEC AND LOCAL REGULATIONS AND CONDITIONS. PRiors Dll8 -ocez VICINITY MAP 3 2 NO. REVISIONS 01-she 6810 SOUTH 180TH STREET TUKWI!.A, WASHINGTON 98188 ADDFT Engineering, Inc. 800 Mynard Av South, Suite 403 Seat Washington 9a134 TEL 206- 654 -7045 FAX: 206 - 654 -7048 EXPfER 4..13 .9 COVER SHEETT. JOB NUMBER : WA97 -357 AS NOTED casoom ADaPT 00 OECOM RIr DATE NOT TO SCALE DWN CKD ''''S7-01 —01 .,.or aT' 3/17/97 ''''' A -0 SEPARATE PERMIT RE9UIRED FOR: BlyECHANICAL al al ELECTRICAL E PLUMBING CAS PIPING CITY OF TUKWILA EU;LDING DIVISION SHEET SCHEDULE: A -0 COVER SHEET CIVIL DRAWINGS : 1 of 3 ATLA /ACSM LAND TITLE SURVEY 2 of 3 LEGAL DESCRIPTION 3 of 3 EXISTING IMPROVEMENTS DM -1 DEMOLITION PLAN IC 1 PLOT PLAN C -2 GRADING PLAN 4- C -3 UTILITY PLAN L -1 LANDSCAPING PLAN ARCHITECTURAL DRAWINGS : A -1 FLOOR PLANS A -2 BUILDING ELEVATIONS A -3 BUILDING SECTIONS A -4 BUILDING SECTIONS A -5 WALL SECTIONS A -6 REFLECTED CEILING PLANS A -7 PIT AND STAIR DETAILS A -8 MISCELLANEOUS DETAILS A -9 FINISHES, DOOR & TOILET DETAILS S1 STRUCTURAL NOTES & DETAILS S2 FOUNDATION & FRAMING PLANS S3 FRAMING SECTIONS AND DETAILS S4 FOUNDATION & BRACE DETAILS AC - 1 HVAC LEGEND, DETAILS AND SCHEDULES AC -2 HVAC PLANS & DETAILS PL -1 PLUMBING SPECS, DETAILS, AND SCHEDULES PL -2 PLUMBING PLAN E -1 ELECTRICAL SPECS, ONE- LINES, LOAD CALCS, & PANEL SCHEDULE E -2 LIGHTING PLAN, SWITCH AND LIGHT SCHEDULES E - POWER & COMMUNICATION PLANS SPECIFICATIONS AND DETAILS SG -1 SP -1 SP -2 SP -3 Y -1 MAIN ID SIGN DETAIL GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS YARD AND DRIVE DETAILS E NOTE: OASIS OF MAP IS RECORD OF SURVEY REC.# 9401049007 i 6 25t 36 27(n5 1 53 JD -\ -TRLIE P3INT OF BEGINNING c, CPSE,,C,T PH, ,_EPS 700. 02 0.175443 & 5.37E444 LAND SU ■! re that th,s RcC C ;IHCATE: rtecortItly No F,; o f, the t,e King day Frinutes post tr. , 31,1 ,corded p poges ANDOVER PARK 4471 LOT D 4.28 AC. CITY OF TUKWILA SHORT RAT L74-0055 5uperinte,dent of ReccrCs. • CRELN RIVER ;,- ,..;•.,,,:,„, F, LOT B ,,• ,,, ,,,; -" TUKWL 30-0 5 V LOT 1B . L: t ct, 15, OD' 1 LOT 2B , 77 777 LOT 3.3 AG. , PLAT 04-0055 77 Lai C 4 • --- RECORD G SORVEY REC 945,24900 1.15 AC OF 1. '92 W5.5 .-. LEGEND L:NE TABLE Chi OF 111HWil4 A.PPROvED JUL 0 1913a AS NOIED 1' - 100' 5109 Barghausen Consulting Engineers,Inc. AF.1.20, 4i:_) :5 5777,2 , 14..13; 251 7 ,732 ( SHEET 1 OF BEFORE THE SHORT SUDDIVISION: LEGAL DESCRIPTION: That portion of Government Lot 1. in Section 35, Township 23 North, Range 4 East, W.M., and of Government Lot 1 in Section 36, Township 23 North, Range 4 East, W.M., described as follows: COMMENCING at the intersection of the North rnorgin of South 180th Street os conveyed to the City of Tukwila by instruments recorded under Recording Nos. 6375441 and 6375443 and the Westerly margin of the James Christenson Road as conveyed to King County by instrument recorded under Reoording 1.9561 and as shown on a Record of Survey recorded under Recording No. 9401049007; ThENCE North 88' 45' 47" West, 296.89 feet along said margin to the TRUE POINT OF BEGINNING; THENCE North 01' 14 13' East, 26.00 feet; THENCE South fia' 15' 47 East, 94.00 feet; THENCE North 15 16' 23 East, 19.92 feet to a point of curvature; THENCE Northeasterly along the crc cf a curve to the right having a radius of 30.00 feet, through a central angle of 28' 18' 58" and on arc length of 14.83 feet; THENCE North 43' 35' 21" East, 65.42 feet; THENCE North 39' 41' 43" East, 43.24 feet to a point on a curve, the radius point of which bears North 51' 50' 22' West, THENCE Northeasterly along the arc of o curve having a radius of 178.23 feet through a central angle of 13' 41' 22' and an arc length of 42.58 feet to a point of compound curvature; THENCE Northeasterly along the arc of a curve to the left having a radius of 20.00 feet, through a central angle of 24' 28' 16" and an arc length of 8.54 feet; THENCE North, 6.62 feet to a point of curvature; THENCE Northerly and Northwesterly along the 010 00 a curve to the left having a radius 01 10.00 feet, through o central angle of 104' 07' 29 and an arc length of 18.17 feet; THENCE South 75 52' 31' West, 47.55 feet; THENCE North 88' 45' 47" West, 205.00 feet; THENCE South 01' 14' 13" West, 189.00 feet to said North morgin; THENCE South 88' 45' 47" Eost, 64.00 feet along said North margin to the TRUE POINT OF BEGINNING. LOT S AFTER THE SHORT SUBDIVISION: Thot portion of Government Lot 1, in Section 35, Township 23 North, Range 4 East, W.M. and of Government Lot 1 in Section 36, Township 23 North. Range 4 East, W.M., described as follows: COMMENCING at the intersection of the North morgin of South 180th Street as conveyed to the City of Tukwila by instruments recorded under Recording Nos. 6375441 and 6375443 and the Westerly margin of the James Christenson Road as conveyed to King County by instrument recorded under Recording No. 1539561 and 05 05001 on a Record of Survey recorded under Recording No. 9401049007; THENCE North 88" 45' 47" West, 296.89 feet along said margin; THENCE North DC 14' 13" East, 26.00 feet; THENCE South 88' 45' 47' East, 11.50 feet to the TRUE POINT OF BEGINNING; THENCE CONTINUING South 88' 45' 47 East, 82.50 feet; THENCE North 15' 16' 23" East, 19.92 feet to a point of curvature; THENCE Northeasterly along the arc of o curve to the right having a radius of 30.00 feet, through a central eagle of 28' 18' 58" and on arc length of 14.83 feet; THENCE North 43' 35' 21" Cost, 65.42 feet; THENCE North 39' 41' 4 3" East, 43.24 feet to o point on a curve, the radius point of which hears North 51' 50' 22" West; THENCE Northeasterly along the arc of o curve having a roclius of 178.23 feet through a central angle of 13' 41' 22" and on arc length of 42.58 feet to a point of compound curvature; THENCE Northeasterly along the arc of o curve to the left having a radius of 20.00 feet, through a central ongle of 24' 18' 16" and on arc length of 454 6 THEN.. North, 6. feet to a point of curvature; THENCE Northerly and Northwesterly along the arc of 000110 to the left having a radius of 10.00 feet; through o central angle of 104' 07' 29" and an arc length of 18.17 feet; THENCE South 75' 52' 31" West, 47.55 feet; THENCE North 88' 45' 47" West, 129.50 feet to a point which bears North 01' 14' 14" East from the TRUE POINT OF aEGNNING, THENCE South 01' 14' 13" West, 163.00 feet to the TRUE POINT OF BEGINNiNG, LOT 2E, That portidn of Go,ernrnert Lot 1, in Section $5, Township 23 North, Range 4 Cov,ran.nt Lot 1 in ',Cat, 36, Torens,p 23 Nort, Range, 4 Cost, WA,. described as follows: OOMMENCING at the intersection of the North margin of South 180th Street as conveyed to the City of Tukwila by instniments recorded under Recording Nos. 6375441 chd 6375443 and the Westerly marain of the James Christenson Rood as conveyed to King County by instrument recorded under Recording No. 1539561 and as shown on a Record of Survey recorded under Recording No. 9401049007; THENCE North 88' 45' 47" West, 296.89 feet clone said margin; THENCE North 01' 14' 1.3" East, 26.00 feet; THENCE South 88' 45' 47" Ecst, 11.50 feet to the TRUE PONT CE BEGINNING; THENCE North SC 14' 13" East, 163.00 feet; THENCE North 88' 45' 47" West, 75.50 feet; THEN' Saulh 01" '4' 13" West, ;89.00 feet to said North morgin; THEN South 95 5' 47" East, 64.00 feet along said North margin to the TRUE POINT OF BEGINNING. CITY OF SUHIWILA kr0000/ED JUL 861998 AS NOCED MtilloOrNG 01549100 5109 Barghausen Consulting Engineers,Inc. Civil Engineering, Land %Poing, Surveying, Env;ronrnental Services 18215 . 12nd Aveoue South Prof. tqA. 98032 Telephone: (425) 251-6222 Fax: ( 251-8782 2 OF 3 RER,ifT CENTER NOTE: BASIS OF MAP IS RECORD OF SURVEY REC.# 9401049007 50' BUILDING 3 1 . SETBACK UNE LOT D 4.28 AC. CITY OF TUKWILA SHORT PLAT 5' BUILDING — L94-0055 SETBACK LINE 5' BU1,L0I G S :ACK 'NE SETBACK UN 25' 6JILDING SETBACK LINE l� LOT 1BI (�7 4712 S,F. 1 101'!3!3 "h'' - 1F 3L . LOT 2B '13,971 S 5' BIIILDINL? SETBACK LINE LOT C 25 2 x�e —5' BUILDING * SETBACK ONE n _ SOt'S1'39'N__283,28( TRUE POINT OF ( BEGINNING ANDOVER PARK FAST GREEN RIVER .. . ® ' 9" 4 0 �c CH R6T NSEiJ). :; ` CENTERLINE OF EASEMENT PER DEEDS REC. N0. 6375443 & 6375444 11 _ 50' BUII.DIN6 SETBACK LIKE LOT A 13.3 P.C. CITY OF TUKWILA SAC PLAT 3055 N 01'10'01' E 1320.02(K.CAS.) N 01'1937" E 75,40' 7. 7 - 77501,1 ,9'14 -- 1'Jh1,03' (R) 54'' WIDE RAILROAD EASEMENT — REC. N0. 7407110552 & 6446751 LEGEND EXISTING IMPROVEMENTS EXHIBIT RECORD OF SLIRVEY REC. No. 940104900 3 OF 3 17 22'40" 359.27 1 D8.9? 54.91 PTY OF TUKWILA APPROVED JUL 0 6 1998 AS NOTED PLIILD1G DivrtiON 501' "BUILDING SETBACK LINE 8 50 E 20.67 ) L, = 3607,6' • R = 243.26 (R) L = 153.38 T = 7,34 �• - 100' 5109 Barghausen Consulting Engineers,Inc. 5 5ilT * � Pint IF `. a Ssnims T I�iT (425) 251 VOLUME /PAGE -A I I/ ' IL 1 \\\ ' \\\ ' (■ - )■, / 111 Tr = = = = T -=' = 4 = = = = = .2-- ---,/- ''= = *-= = /4 = 'TT- ---5 '' , 4_ = 41 111 1 1 I ( I \\\ , 1 1 \ \\ 1 Hi tH III HI I 1 1 1 1 i I 1 i II EXISTIW YARD LIGHT \ \\ 11 II I 7 II il I Z EXISTING YI D LIGI-T III 111 hh . • \\\\\) \\ \\\\ ____ _I j) j ' II II ii I 11 II 1 II 1 / Il il [I 1 1 1 I I 1 1 i 11 11 tl f L : -- % =,---_-= / 1 • , , I I L ' EE E-' =----- / II li II II EXISTING STORM DRAINAGE SYSTEM TO REMAIN 7fr-- \ I r I I I --.... I I( )11 I / I i I I I I I ,.„ I I I I 11 I ) I I I I I I I I I I I I I I 1 1 1/ 1 I A r i I I I 1 EXISTING ELECTRICAL LINE EXISTING GAS UNE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING TELEPHONE LINE EXISTING WATER LINE EXISTING LANDSCAPIND PLANTER TO BE REMOVED I I 1 1 I 1 1 1 I 1 1 fi 1 1 I 1 I 1 I N 011413 E EXISTING CATCH BASIN TO REMAIN EXISTING YARD LIGHT AND CONCRETE FOOTING TO BE REMOVED - I 1 1 . i 1 . EXISTING PARKING TO BE REMOVED I I I I I I EXIS11NG LANDSCAPING PLANTERS TO BE REMOVED 17 .. 1 I I 1 1 I I ((( 1 I 1 7/ ../ S 0114'13" W 189.00' EXISTING LANDSCAPING PLANTER TO BE REMOVED / / EXISTING 6" SANITARY SEWER LINE TO REMAIN 0 10 20 SCALE IN FEET - EXISTING SANITARY SEWER MANHOLE TO REMAIN _ EXISTING TELEPHONE RISER z N D11 2fi t E gi II Ui Lu IC 0 co I I- 0 2 NO. REVISIONS DATE DWN CKD Olathe 6 SOUTH 180114 STREET TUKWILA, WASHINGTON 981 NB NWT Engiseethe Inc 252 S.W. 43rd Street TEL 206-251 -0B44 FAX: gr-251-0820 JOB NUMBER WA97-357 WALE ORM= NO. 1, CY DM-01-01 ADOPT MAIN EJO DEMOLITION f1.,_ WA" 3/17/97 11.6N EWE 2/3/98 BIONAINIE SIONATURE REVIN043 Dtv1-1 H- CITY OF TUKWILA APPROVED JUL U 6 1998 AS NII euTLDING DIMON KEY NOTES: LOT DATA TOTAL LOT AREA : 13,971 SQ. ET. TOTAL BUILDING AREA : 520 CQ FT LANDSCAPING AREA 1 .973 SO - T CONCRETE PAD AND CURB AREA . /197 SQ. ET ASPHALT AREA : 3,281 50. FT BUILDING AREA BREAKDOWN FRS" FLOOR) TOTAL BUILDING LOBBY /WAITING AREA : CASHIER OFFICE AREA : RESTROOM AREA BAY AREA STORAGE AREA STAIRS BUILDING SETBACKS FRONT SETBACK SIDE SET3A.CK : REAR SETBACK SIGN SETBACKS : FRONT SETBACK 1.520 S - 4G SO. SO 37 SO FT. 46 S'. 680 SC. - 254 SO - T .10 SQ. FT 15 10 FE FEE" 7 FEE LEGAL DESCRIPTION LOT 29 NEW SINGLE STORY BUILDING PER DD.'S REVISIONS 5/14 1999 SP -01 -03 3/17/97 2/17/98 THAT ORTON OF GOVERNMENT LOT 1 SEC 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. AND OF GOVERNMENT LOT 1 IN SECTION 36, TOWNSHIP 23 NORTH, RAISE 4 EAST, W. M., DESCRIBED AS FOLLOWS : COVMENC:NO AT THE INTERSECTION OE NORTH MARGIN OF SOUTH 180th STREET AS CONVEYED TO THE CITY OF TUKWILA BY INSTRUMENTS RECORDED UNDER RECORD RD vG NOS. 63754412 AND 6375443 AND THE WESTERLY MARGIN OF THE AM ES. CHRISTENSON ROAD AS CONVEYED TO KING COUNTY BY INSTRUMENT RE CORDED UNDER RECORDING NO. 1539561 AND AS SHOWN ON A RECORD OF SURVEY RECORDED UNDER RECORDING NO. 9401049007; THENCE NORTH 88'45'47" WEST, AT A DISTANCE_ OF 296.89 FEET ALONG SAID MARGIN; - .H.ENCE NORTH 3., EAST, AT A DISTANCE OF 26.00 FEET; THENCE SOLITH 8045'47" EAST, AT A DISTANCE OF 11.50 FEET TO THE TRUE POINT OF 2EGINN NG; THENCE NORTH 0114'13" EAST, AT A DISTANCE OF 1 63.00 FEET; THENCE NORTH 88'45'47" WEST, AT A DISTANCE OF 75.50 FEET THENCE SOUTH 0114 WEST, AT A DISTANCE OF 189.00 FEET ALONG SAID NORTH:. MARGIN; THENCE SOUTH 88'45'47" EAST, AT A DISTANCE OF 64.00 FEET ALONG THE NORTH MARGIN TO THE TRUE POINT OF BEGINNING. PARKING REQUIREMENTS PARKING FOR DEVELOPMENT CALCULATED PER AGREEMENT WITH DEPARTMENT OF COMMUNITY DEVELOPMENT ON OFFICE AREAS ONLY. TOTAL OFFICE AREA : 37 SQ. FT. (TOTAL AREA) 1 PARKING SPACE PER 333 SQ. FT. OF OFFICE AREA (37/333=.110 PARKING : 1 REQUIRED 12 PROVIDED C 13' -2" 44' -B" 2C -0 5'T4" 32' -3" PROPOSED Q -LUBE 1,520 SQ. FT. BUILDING. 76' -0" 58' -0" 25' -0 0 10' -0" 13'-2' 'A A o- r \ = — - - EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE - - EXISTING GAS LINE — -- PROPOSED GAS LINE - ----- EXISTING SANITARY SEWER LINE - -- - PROPOSED SANITARY SEWER LINE - - -- EXISTING STORM SEWER LINE -- - - - -• PROPOSED STORM SEWER LINE EXISTING TELEPHONE LINE - -- PROPOSED TELEPHONE LINE --- -' -- EXISTING WATER LINE — ...,1. — PROPOSED WATER LINE Q BUILDING SETBACK (SEE LOT DATA ABOVE) B " I I 'tl. II I I I — - ii I I II II I I li II u I II I I I II 9 II I I I I I I 1 9' -0" N 0114'13" E 6 1(6-66(0„2. 163.00' S 0114'13" W 189.00' 25' -0" 25' -0" SCALE IN FEET N 20' -0" TYPICAL PARKING SPADE SIZE 9' X 20' (UNLESS OTHERWISE SPECIFIED) 20' -0" EXISTING TELEPHONE RISER 20 These plans have been reviewed by the Public Works De;.a.rtment for conformance with current City c' _ r 'r Acceptance is cu5;cct to er srs and c es which do not authcrisc of adT - Dadards or ordinances. T _'.ity for tl.s . cequacy of the design rests t.,.: i ,siih the csEinner. Additions, deletions or revision to these drawings after this date will void this acceptance and will require a resu - r.i LU of revised drawings inns for subsequent approval. Fins' c is subject to field inspection by the I •,: Drks utilities inspector. Date (v/ / p By: W W CC (/) IC 0 CO I 0 Y/ 36' -0" clrr OF TUKWILA APPROVED JUL C7 S 1338 3L- r I D IKEY NOTES: @PROPOSED Q -LUBEE 1,520 SO. FT. BUILDING. 10 ,INSTALL NEW 20'9 24' X 6" THICK (ENTRANCE) CONCRETE SLAB WTH ' .00100 401.4 WWM REINFORCEMENT. HEAVY BRUSH FINISH. SEAL COAT BLACK. PAINT NEW ENTRANCE ARROWS ON LAB. 1/Tis,INSTALL NEW 20' X 24 -6" X 0 THICK (EXIT) CONCRETE PAD WTH 1051001.491.4 WWM. REINFORCEMENT. HEAVY BRUSH FINISH. SEAL COAT BLACK. PAINT NEW EXIT ARROWS ON SLAB. / NEW 12' X 15' X 6" THICK CONCRETE PAD FOR RUBBISH ENCLOSURE. (SEE DETAIL #18, SHEET ® INSTALL NEW 12' X 10' RUBBISH ENCLOSURE WITH 6' HIGH CHAIN LINK FENCE WTH VERTICAL WHITE PLASTIC SLATS FOR SCREENING. (SEE DETAIL #23 SHEET Y -1). © INSTALL NEW 4" e VERTICAL PIPE BOLLARD s. (4) (SEE DETAIL #5, SHEET Y —' 0 EXISTING CURB AND GUTTER TO REMAIN. REPAIR AND REPLACE AS NECESSARY. ®INSTALL NEW CO N GUTTER. (SEE DETAIL #5, SHEET NCRETE Y — CU1 .). • • INSTALL NEW HANDICAPPED PARKING SPACE STRIPING PER DETA #21, SHEET Y -1. (1) INSTALL NEW PARKING SPACE STRIPING. (11) 14 1NSTALL NEW LANDSCAPING PER SHEETS 15 GENERAL CONTRACTOR TO CONNECT BUILDING DOWNSPOUTS TO STORM SEWER SYSTEM MA 4 "8 PVC PIPE @ INSTALL NEW FOOTING SL 4 "0 PERF PVC FOOTING DRAIN 16 AROUND . / INSTALL NEW 12 "8 SUMP PUMP AS NECESSARY. (SEE SHEET C -3 FOR DETAILS). EXISTING ASPHALT DRIVE TO REMAIN. REPAIR AND REPLACE AS NECESSARY. INSTALL NEW ASPHALT PAVING. (SEE DETAIL #19, SHEET Y —') PROPOSED MAIN '.D SiGN LOCATOR. INSTALL (1) 3/4" ELECTRICAL CONDUIT FROM BUILDING TO SIGN EASE. CONTRACTOR TO INSTALL SIGN FOOTING. SIGN TO BE INSTALLED BY STATE CERTIFIED SIGN INSTALLER. EXISTING STORM DRAINAGE SYSTEM. SEE SHEET C -3 FOR DETAILS. •G INSTALL NEW (1) 2" CONDUIT FOR TELEPHONE SERVICE. 19 VERIFY LOCATION OF TELEPHONE LINE WITH UTILITY COMPANY. ® INSTALL (2) NEW 4 "0 ELECTRICAL CONDUITS T v BUILDING. NEW 3 PHASE POWER. INSTALL NEW OtL /WATER SEPARATOR. CONNECT MOP SINK ANC THE FLOOR DRAINS SHOWN ON BUILDING L PLANS. (SEE SHEET C -3 FOR DETAILS) INSTALL NEW 6" PVC SANITARY SEWER LINE. CONNECT I TO EXISTING MANHOLE. INSTALL NEW 3/4" TYPE 'K' COPPER WATER LINE. NEW 3/4" GAS LINE AND METER. VERIFY LOCATION AND HOOK -UP SCHEDULE WITH LOCAL UTILITY COMPANY. EXISTING YARD LIGHT TO REMAIN. INSTALL NEW 3/4" ELECTRICAL CONDUIT TO PROPOSED MAIN ID SIGN FOUNDATION. INSTALL (2) NEW HOSE BIBBS FOR LANDSCAPING. NO. INSTAL_ NEW 4" PVC FROM WATER CLOSET TO SANITARY SEWER STUB (TO BYPASS OIL /WATER SEPARATOR). Luba 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 ADEEPT Engineering Inc 252 S.W. 43rd Street Renton, WA, 98055 -4936 TEL: 206- 251 -0844 FAA 206- 251 -0820 5' JOB NUMBER : ) S / WA97 -357 hi, s EXPIRES 08 -18 -19,1 .nwom PLOT PLAN EXISTING STORM DRAI MANHOLE RIM=21.61' lE=(E 30 CONC) 15191' 1E-=(W 30 CONC) 15.91' IE=(S 12" CONC) 17.18' = 0 / /// 1 L I . i 0 0 0 0 I / , 1' I , , „ i l' ■ A i ii / ....,,, __„, 1 / / / • / / , 7 \ MATCH EXISTIN 1 GRADE EXISTING ATCI BASIN - A RIM=21.41 IE=(N 12" NC) 17.69' IE=(S 12" C C) 17.79' MKTCH EXISTING GRADE — TC 22.50 ) 'IBC TC 22.6p' BC 22.10 EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE Pgcfrouo 23 00 N Cif+ OF TOYMItA ePROVED JUL U 6 1980 As sWLU tut.prNe„ f'31,71,104 I 2 NO. REVISIONS ADaPT lingineedn& Inc 252 S.W. 43td Street Ren ton, WA. 98055-4936 TEL 206-251-0844 FAG 206-251-0820 Luba 6810 SOUTH 180TH STREET - ^JKW1LA, WASHINGTON 98188 GRADING PLAN JOB NUMBER WA97– 357 1"=10•-o' SP-02-03 0.1011E0 ADaPT EJO acooto DATE DWN1CKD 2/17/98 SPAN. SONANtlE N 01'1413" E 1 _I. I 1, __II - - - - - - - - I( \ EXISTING CATCH BASIN - B RIM=22.15' IE=(N 12 CONC) 18.63' lE= 6" PVC) 163.00' TG 22.15 S=3.8% " TC 23.70 IBC 23.20, .4■■• 189.00' EXISTING 6 SANITARY STUB lE=(W 6" PVC) 19.2 z TC 24.30 BC 23.80 0 10 20 11 SCALE IN FEET z N 01'14'13" E 128 26.00' / / 7, EXISTING GRADE 123201 TO REM AI / FEATHER ASPHALT TO MATCH EXISTING TC 24.10 BC 23.60 EXISTING SANITARY SEWER MANHOLE lE=(W 8" PVC) 18.61' IE=(E 6" PVC) 18.71' I I- n 0 KEY NOTES: r SCALE IlltRiltlie NO_ RES/SONE C-2 n SAND OIL /WATER SEPARATOR DETAIL NOTE FURNISHED :: • OWNER INSTALLED 8Y GENERAL CONTRACTOR EXISTING STORM DRAIN MANHOLE RIM= 21.61' IE =(E 30" CONC) 15 -91' IE =(W 30" CONC) 15.91' lE=(S 12" CONC) 16.18' I � a I / � / } � E (STING YAK ICHT _ ' 7 i - - J EXISTING CATCH BASIN - A RIM = 21.41' IE =(N 12" CONC) 17.1 IE =(5 12" CONC) 17.7W J NEW 3 PHASE ELECTRICA TRANSFORMER AND PAD PROVIDED BY PSE _- j` INSTALL NEW HOSE BIBB FOR WATERING LANDS, C4 C t FOUNDATION DRAIN DETAIL 6 - - - EXISTING ELECTRICAL LINE ------- - - - - -- PROPOSED ELECTRICAL LINE EXISTING GAS LINE — w - w w —w —w-- PROPOSED GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING STORM SEWER LINE - PROPOSED STORM SEWER LINE - • - - - - EXISTING TELEPHONE LINE - - - - - -- -- PROPOSED TELEPHONE LINE - "W- ••- W- �'- �' -ITM- EXISTING WATER LINE - Iw xl - III- xr - PROPOSED WATER LINE 4' PERFORMED PVC NI PERIMETER OF BUILDING SCALE 3/4' =1' - 4" PVC DOWNSPOUTS, TIGHTLINE CONNECTION TO EXISTING CATCH BASIN - B tl CONCTRACTOR TO SUPPLY TRENCHING ONLY TO JUNCTION BOX FOR 3 PHASE POWER N 01'14'13" E NATURAL GAS COMPANY TO PROVIDE AND INSTALL 3/4" GAS METER EXISTING 12" CONCRETE STORM PIPE, 76 LF, IE (IN) 18.63, IE (OUT) 17.79 EXISTING 12" CONCRETE STORM PIPE ILL ( A 0 ECI COND 2) TO NEW BUILDING 67± LETR LF --. INSTALL NEW OIL /WATER SEPARATOR (SEE 'DETAIL THIS SHEET) CO %(''`" "818 60 rc HOS *A. •'11:1•■••■•mr N E T • E CONDUIT, ta 100± LF � � INSTALL NEW CONDUITS ELECTRICAL AL CO 5 TO ID SIGN, 56 ± LF 1I I � NST=19ALL .15 NEW 6" CLEA t� OUT _ L.. I "4 • �. \ INSTA NEW 'Y' TY 4 CI ( I��� IE PVC C NNECTION � 1 .NSTA 6" PVC SARI RY LINE OM WATER CL SET c' &t. S 0104'13° W tl � tl tl EXISTING CATCH BASIN - B i RIM= 22.15' IE =(N 12" CONC) 18.63' EXISTING 6' NITARY STUB IE =(E 6" PVC) IE =(W 6" P2'± 163.00' INSTALL NEW 12 "0 PVC SUMP. CONNECT TO FOOTING DRAIN AND DISCHARGE INTO CATCH BASIN - B INSTALL NEW 4 "0 PERFORATED PVC FOOTING DRAIN INSTALL (1) NEW 4 "0 ELECTRICAL CONDUITS TO BUILDING, 87± LF /- INSTAL( NEW 3/4" NATURAL GifistiE, 108± LF 4l - INSTALL NEW 3/4" TYPE 'K' COPPER WATER LINE, 78± LF IIF —M 11. i#- 11I —H. —IR II. IR-- '11. - 189.00' tl li NEW PIPE. IE =(W 8" PVC) 18.61' IE =(NE 6" PVC) 18.65' iE =(E 6" PVC) 18.71' 10 20 SCALE IN FEET \\ \ \ \\ .— Hw,-,--xw —WW —n\ HW— x. —, "w-PN—xw— \\\ \ \1 \\ \ \ 1 EXISTING\ YARD LIGHT \ II I• I 111 1 II 111 1 11 1 1 , Ii ; I EXISTING TELEPHONE RISER to in INSTALL NEW SINGLE PHASE TRANSFORMER WITH PAD w —w — w - w N 01'14'13" E w - Ix EXISTING SANITARY SEWER MANHOLE KOR - -N -SEAL CONNECTION REQUIRED FOR =_ —E= 4. NATURAL GAS COMPANY TO PROVIDE AND INSTALL GAS LINE CONNECTOR W YJ INSTALL NEW HOSE BIBB FOR WATERING LANDSCAPING IL 0 r I 3 0 M - L.-I eS - O tLIU L'1e%(' j Tv tiR)61 9c RAZce-L 4 ONTRACTOR T INSTALL 1 1/2" WATER SERVICE AND M�TER BOX. t" METER FOR DOMESTIC ETER PROVIDED AND INSTALLED BY TY. INSTALL PER TUKWILA STANDeD PLAN WS -16. CONTRACTOR T INSTALL 1" IRRIGATION SERVICE AND DEDUCT ME TRMOX. N METER SuA M6 7Et- V/AS -/3� = T Fu. ACKFLOW PRE4ENTER CiF OF TUKWIU ;:YF'NOVEX JUL 0613)0 AS NTILV RIJL TNG _ TrIP_ aGVUSp�. 2 A NO. ReNsions Pet Pu61ic Works Department Comment Letter Dated April 21,1998. S C , 1 H F ew REVISIONS EXPIRES 08 -18_ ADAPT Engineeting Inc APPROVED UTILITY PLAN ADAPT EJO 5/14 1990 DATE C Leb& 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 EJO 252 S.W. 43rd Street Renton, WA, 98055 -4936 TEL: 206- 251 -0844 FAR 206- 251 -0820 DWN JOB NUMBER WA97— 357 SP -03 -03 FIWSH DA l 3/ 1 7/ 9 7 2/1 7/98 SLIWOW CKD SHEET' C 3 PERENNIAL PLANTING NTs GROUND PLANTING • enn,c' Peas shat, be o .,r•;ed .,s ^g : org,ror a....-. a scheme ont'ng a ns'c.. c a ssor t,,sh arcs =. s h c awood bork n- Remove a' sp' pea: cat "2" prepared sail • — Compacted subgrade 4— I -' I t Note: At groundcover beds shall be planted using triangular planting scheme. Refer to Plant Schedule for On— Center planting dimension. Refer to plans for finish grade. 3 =shredded hardwood bark mulch Remove or split peat pot 12" prepared soil Compacted subgraoe sw. NTS SHRUB PLANTING 0 LANDSCAPING !1�6 'OA 16 SPADE EDGE c.� NOTE: Align spade edge so as to minimize large open areas without plant material. NTS NOTE: remove burlap from top 1/3 of root boll or chrefully remove container. 3" shredded hardwood bark mulch " 3gsoil indivi h top plants. saucer for er to plans for finish grade Slope & scarify sides of pit. Width of pit to be three times ball diameter. Excavated sail or topsoil backfill. Set root bail on undisturbed soil 'cone' at bottom of pit. N 01'14'13" E 163.00' sa. NTS Dc16 OD7a �I I S 01'14'13" W 189.00' TREE PLANTING Equal to ball dia. I II I l I i CO LANDSCAPE NOTES NTS GENERAL NOTES: 1. Ever green trees over 30 in height shall be guyed. 2. Remove top 1/3 of burlap on root ball. Remove wire basket completely. 3. Provide plastic or metal flags on guy wires in or near sidewalks. Guying system (Duckbill or equal) 3" shredded hardwood bark mulch 3" high topsoil saucer F Refer to plans for finish grade. Slope & scarify sides of pit. Width of pit to be three times ball diameter. Excavated soil or topsoil back fill. Set root ball on undisturbed soil 'cone' at bottom of pit. \\ \ „ 11! II NEW BACKFLOW PREVENTER NEW H BIBB l t PLANT AND TREE SCHEDULE SYM VD BOTANICAL NAME COMMON NAME EXISTNG TREES TO PROTECT AND REMAIN AS EXISTING RELOCATE ONE AS SHOWN QTY CERCIS OCCIDENTALIS VIBURNUM DAVIDII SODDED LAWN 0 10 20 6 SCALE IN FEET I w _-c z N 01'14'13" E 1. RECONDITION AND SEED /RESEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (SOD, MULCH, GROUNDCOVER, ETC.). 2. ALL PLANT REDS ARE TO RECEIVE A 3° MINIMUM LAYER OF SHREDDED HARDWOOD BARK MULCH, UNLESS NOTED OTHERWISE. ALL PERENNIAL BEDS ARE TO RECEIVE A 2° LAYER OF SHREDDED HARDWOOD BARK MULCH. 3. GENERAL CONTRACTOR SHALL INSTALL A 12" LAYER OF TOPSOIL IN ALL PROPOSED MULCHED PLANT BEDS AND A 4 LAYER OF TOPSOIL IN ALL PROPOSED OR DISTURBED LAWN AREAS. LANDSCAPE SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO THE INSTALLATION OF PLANT MATERIAL. 4. ALL EDGES BETWEEN PLANT BEDS AND LAWN AREAS ARE TO BE A SPADE EDGE. o. © W 1 IRRIGATION METER WITH BACKFLOW PREVENTOR WESTERN REDBUD DAVID'S VIBURNUM SEE NOTE THIS PAGE W W L CC I CO .c 0 00 0 CO 3 45 CALDER (i t CITY OF TiIRWI!) A ° jROvED „!Iii S s397 1 1/2 30% AMERICAN KENTUCKY BLUEGRASS: WASHINGTON 30% TOUCHDOWN KENTUCKY BLUEGRASS: WASHINGTON 30% WABASH KENTUCKY BLUEGRASS: IDAHO 10% CITATION 'II PERENNIAL RYEGRASS: OREGON HIGH KEY NOTES: GRASS SEEDING SPECIFICATIONS FINE TEXTURED GRASSES 0.06% CROP; '.9 INERT; 0.02% WEEDS MULCH SHREDDED HARDWOOD BARK MULCH 1. BARKED v BE INSTALLED IN ALL NEW LANDSCAPING BEDS 'NCLUDING UNDER TREES AND SHRUBS FOR FULL GROUND COVER. 2. SODDED LAWN TO BE INSTALLED AS SHOWN. ALL OTHER AREAS TO BE SEEDED LAWN. 3 SODDED LAWN : :_AY FRESH SOD WITH TIGHT STAGERED JOINTS IN A RUNNING BOND PATTERN. WHEN INITIAL WATERING HAS BEEN SETTLED OUT, IN 24 TO 48 HOURS, ROLL SOD DIAGONALLY WITH A 300 —LB ROLLER AFTER ROLLING, WATER SOD THOROUGHLY. REPAIR AS NECESSARY. 4. ARRANGE TREES ON SITE IN THE PROPOSED LOCATIONS FOR APPROVAL BY OWNER. SEE DETAIL FOR INSTALLATION INSTRUCTIONS. 5. ALL PLANTING MATERIAL SHALL BE WASHINGTON GRADE #1, SIZE IN ACCORDANCE WITH AN STANDARDS. ALL TO BE HEALTHY AND FREE FROM DISEASE, PEST OR INJURY. DO NOT PRUNE PRIOR TO DELIVERY. 6. TOPSOIL TO BE SCREENED SANDY LOAM, APPROVED BY OWNER. 7. PLAN T1NG BACKEIL L TO BE 25% EXISTING 50% NEW TOPSOIL, AND 25% COMPOSTED MANURE. MIX THOROUGAL Y. 8. AFTER INSTALLATION OF ALL NEW LANDSCAPING CLEAN UP ALL LITTER, S01_ ON WALKS, CLIPPINGS, ETC. AND LEAVE SITE IS A SPOTLESS CONDITION. REMOVE FLAG LABELS FROM ALL PLANTING MATERIAL. 9. 'INSTALL 2 HOSE BIBBS FOR LANDSCAPE IRRIGATION SEE SHEET A -3 L CR DETAILS. HOSE BOBS TO BE USED FOR IRRIGATION OF ALL PLANTING/LANDSCAPING AREAS. SITE AREA : 1 3 „971 SO.FT.(100 %) SITE AREA UNDER CONSTRUCTION: 6,975 SOFT. REQUIRED LANDSCAPNO AREA : 15% MINIMUM PROPOSED LANDSCAPING AREA : 1,973 SO.FT. (151 %) 3 2 A Revisions Per Public Works Deportment Comment Letter Dated April 21,1998. REVISIONS Luba 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 ADI8PTFigi/1eeOg Ills 252 S.W. 43rd Street Renton, WA, 98055 -4936 TEL: 206 -251 -0844 FAX: 206 - 251 -0820 LANDSCAPING PLAN 5/14 1998 DATE JOB NUMBER WA97 -357 EJO JMS SHEET L -1 ill i S \ J s TOP,E 1 ST PP I , - PHGE { 51 STORAGE 2A1OBC FIRE EXT. LOWER WORK AREA —7' -8" UNHEATED ' '" r 1 i. ■ I MYS... MiMil — UNHEATED I f TS 3X3 COL. — f1 TS 3X3 COL. mum il I STGP_ --E _ J Nowlyi . 4 \ L I , y/H 33S - S3A13HS [ STEP UP I a. N 1 J a J -. 1n a 1 N j 2 -6 STEEL STAIRS WITH CONCRETE ''FILLED STEEL TREADS i TS 3X3 COL ( I- - SEE SHEET A -7 2A1OBC 1 FIRE EXT. 1 TS 3X3 COL TS 3X3 COL \ �I L_ - - - - - - _ _ _ _ Ali 0I LOWER WORK AREA 'II L ' SHELVES TYPICAL 8 '. —I I - 0 II SHELVES OVER EXH UST DUCT 19 t TOP 9" bF PLYWOOD rd z- 0 • 3' 9' -3 OVERFLOW 19' -1" DRAIN MAKE -UP LAIR INTAKE ROOF SPECIFICATIONS : MANUFACTURER U.S. INTEC #B -SP- 4000 -N BASS SHEET INTEC /PERMAGLAS ULTRA BASE BM MEMBRANE GBSP -4 GRANULAR COL R WHITE FLASHING : AS PROVIDED BY MWELD, INC. INCLUDING AS EQUIRED ADJUSTABLE M -VENT (PIPE FLASHING) MDRAINS (R OF DRAINS) MPANS (PITON PANS) WARRANTY : U.S. INTEC, INC. 12 YEAR NO DOLLAR I UNIT. NON+, PRORATE WARRANTY RDOF CONTRACTOR OUAUFICATIONS : U.S. INTEC, INC_ CERTIFIED ROOF CONTRACTOR EXHAUST FAN O O I I 20' - 0" S OP OF SHIN \ 19' -1" WORK AREA TOP OF SHEATHING 29'-0" - r e CRIC ET it g ord 3 KIT HENETTE C INET TO INCLUDE: WOOD EASE CABINET WITH PLI LAM COUNTERTOP, HAND SINK, SPACE FOR UNDERCOUNTER REI•'RIG (BY OWNER), WOAD UPPER ABINET W/ DOORS. DOOR STYLE AP ROVED BY OWNER. ROOF PLAN O I i ROOF HATCH HVAC 800 LB. noon w^ I ROW VD. OWNER PROVIDED FASCIA MEZZANINE PLAN 19' -9 TOP OF PLYWOOD 20' -O" DOUBLE ROW OF STUDS IN CLOSET CLOSET SHELF AND BAR 5 18" PL LAM SHELVES ON HEAVY DUTY BRACKETS 18' -6" 0 CRICKET -O 0 i TOILET 42" HIGH WALL 16 RISERS ® 6 3/4" 15 TREADS 0 11" 0 MAKE -UP AIR FROM AA ROOF W 5 /8 "DR OVER FURRING WALL MOUNTED CABINETRY UNIT. OWNER SUPPLIED. CONTRACTOR INSTALLED. PROVIDE INSTALLATION BLOCKING EXHAUST FAN DUCT FROM LOWER LEVEL W/ 5/8" DRYWALL OVER FURRING MAKE -UP AIR DUCT UP TO ROOF SEE SHEET AC -2 EXHAUST AIR DUCT UP TO ROOF EXHAUST FAN - SEE SHEET AC -2 1. ALL EXTERIOR WALLS 2 X 6 WOOD STUDS AT 16" ON CENTER 2. ALL INTERIOR WALLS 2 X 4 WOOD STUDS AT 16" ON CENTER EXCEPT WHERE NOTED OTHERWISE 3. Egimmo INDICATES WALLS WITH INSULATION, MINIMUM R -11. O STAIR 2 UNHEATED 2A1 OBC FIRE EXT. WORK AREA 0' -0" UNHEATED 4T -6" SHELVES 3/4" ACX PLYWOOD C 24" O.C., ON KNAPT OUGHT COMMERCIAL GRADE WALL STANDARDS, WITH SHELF SUPPORT BRACKETS C 30" O.C. SIAIP( I UP I" t I I- •; HO milliiiiiiiiigli II_. MIIMMIPI Of MMV,Wr Il % r�� x WAITING AREA 0 Q MAIN FLOOR PLAN MAKE -UP AIR DUC AT CEILING SEE SHEET AC -2 1/8" = 1' - 0" 0 O I NO PUBLIC ACCESS LOWER FLOOR PLAN 8" X 1.1/2" HOLD I FOR HOSES AND PIPE 14 -t. 18' -6" FLOOR R - PERIMETER INSULATION MIN 24" BELOW GRADE - SEE SECTION AI D �� CITY OF TUK'?IIL APPROV ) I 0) 51 0 O U - d 00 0 S :t. CO U) O to Q LA C '0 B Zz 2 0' CD • H 0 C a C B Q3 t R Q T m m r O • CD l A" 6 r 49 IA. 31ta1nu 1714-At MAW CNECV.EL JSt kG SET No_ .11 DESIGN REVIEW PERMIT REVIEW 02/20/52 BD SET CONSTRUCTION SET j © 1998 ROGER OLLENBURG FLOOR PLANS I � CEMENT PLASTER STUCCO W/ ACRYLIC FINISH COAT / CONTROL JOINT (TYPICAL) PAINI ACCENT STRIP - 10 �� -- 1 —� g%y����i % /i METAL, i Dim -- pi � i , ! PAINTED ACCENT STRIP I � CEMENT PLASTER STUCCO W/ ACRYLIC FINISH COAT / CONTROL JOINT (TYPICAL) PAINI ACCENT STRIP L cci -OO(o2 SOUTH ELEVATION SCALE: 1/4 = CEMENT PLASTER STUCCO W/ ACRYUC FINISH COAT CANOPY L J 1 NORTH ELEVATION SCALE: 1/4" — ROOF UNE GLAZING AREA CALCULATION WINDOW AND DOOR AREAS (SEE SHEET A -9 FOR WINDOW AND DOOR SIZES) WINDOW A 30 SO. FT. WINDOW B 24 SQ. FT, WINDOW C 9 SQ. FT. DOOR B (1 & 12) 21 SQ. FT. TOTAL AREA 105 SQ. FT. WAI I AREAS — INSIDF TO OUTSIDF OR IINHEATFD SPACES FIRST FLOOR: 104 UN. FT. X 9 FT. HT. 936 SQ. FT. MEZZANINE 96 UN. FT. X 10 FT. HT. 960 SQ. FT. TOTAL AREA 1.896 SO. FT. PFRCENT GI A7ING ARFA = 105 + 1.R96 5.53 7 ROOF LINE ALUM. COMP. MATERIAL - CANOPY (WHITE) GREEN TRANSLUCENT MATERIAL ALUM. COMP. MATERIAL F ASCIA CANOPY (WHITE) CONTROL JOINT (TYPICAL) CEMENT PLASTER STUCCO W/ ACRYLIC FINISH COAT ALUM. STOREFRONT FRAME WINDOW AND DOOR W/ 1" INSULATED TEMPERED GLASS — METAL DOOR PAINT WHITE 20' —O" 14' -5" 4" DIA. CONC. FILLED STEEL PIPE BOLLARD GREEN W/ WHITE PVC CAP. TYP. OF 4 I- L 1 L L ROOF LINE CEMENT PLASTER STUCCO W/ ACRYUC FINISH COAT CONTROL JOINT (TYPICAL) PAINT ACCENT STRIP L -- WEST ELEVATION SCALE: 1/4" = ROOF LINE EAST ELEVATION SCALE: 1/4" = 1' -0" J J � J CITY OF TUKWILA APPROVED JUL 0 6 1998 AS NOTES BUIUtNG DIViSI:T`I PERMIT CENTER J Z 0 w W cc cc F- W o. cc 0 LL 'h. R E: 714TH4 9714 —A2 OILS jse, RO S.T Mo: DATE DESIGN REVIEW PERMIT REVIEW 02/20/98 SE SET CONSTRUCTION SET © 1998 ROGER OLLENBUSG sheet: of A -2 9 O ( SECTION 1IMI MI MI UM IMA VA1019 iit111'1ti!a4!1 i!ati!tG! INVJ WA W il.1 , O I 0' -0" O O O ROOFING COX 6 1 i , A! ` ,;:/.�i�0 " t A•:WIT _ �g W ii�leN V IZ6V,i!�6i i:� . ':�ri�■■sl�sl•■sI_ SUSP. CE I IPYs WINDOW WAITING . 4" OWE LOWER STORAGE AREA DOtcO Eh" GUS TOILET MEZZANINE © SEC "TION I/4 • I -0 R 30 INSULATION V2" - ERLAYMENT .4" YW000 R -30 4 i" GLUE TTION FLOOR UTIL 2X6 'STUDS • 16" ON CENTER WITH R -1S EATT INSULATION TYPICAL ALL OUTSIDE WALLS S" CONC. WALL 20' -0' 0' -0 20' -0" 3' -0" 0' -0" WAITING NE ro R -30 INSULATION THROUGHOUT MEZZANINE FLOOR © SECTION V4" • I' -0" © SECTION V4 f -0 t14=0 i! 49014it0414W419490MISOA'AVIll OW ' lJ O VAIN! MI1'i! ' i t ���9� � � � n ��0 � ' " '.r� � i �w~r _ _ i • • :_�� i! !i� i Ali = s�■r■s.�■sI� ■� sI• :� SUSP. CEILING R -80 INSULATION I ICE UTILITY / REA / 0 ■ ii'yMii�.. iw•i!.!i�SI 1. MI g.i!ii �WWII !i�. I f i' i1 i! i! 4! i 1 i! iwwww i! 4'. t �! i! t t �! i t �! i! 1 i! 1 ; MEZZANINE CEILING -30 INSULATION EXIT STAIRWAY STORAGE CITY OF TUKWILA APPROVED JUL 0 6 1998 AS NO (ED BUILDING DIVISION PERMIT CENTER 1 " O W J Z 0 W > w cc cc I- w a ' sheet: of CG 0 A -3 9 ^ 9714THM 1 -A3 p6At J. RO 511 Na: 551E: DESIGN REVIEW PERMIT REVIEW 02/20/98 SD SET CONSTRUCTION SET © 1966 ROGER OLLENBURG c e — V' A rt l0 0 0 i9 O FOR PERMIT REVIEW ONLY a a 0_Luba , o, � , v o o � o,V OV o,� o,l NEW OLUBE STORE SOUTH 180TH STREET TUKWILA, WASHINGTON BUILDING SECTIONS H6 OOOVNE R CON( PROPIa AHO COPTRIOMED I 1ft. ^ ION O NAT x01 BE COPIED OR EPROOVCEO WRHOUi PRIOR wROIEx APPROVAL fAON ROGER OLLExDURO. O m 0 0 Roger 011enburg and Associates Architectural and Development Services 555 116th Avenue NE, Suite 155 Bellevue, Washington 98004 425 451 —1 232 fax: 425 451 -1841 rogero®nwlInk.com 1770 RE TER .� 1 y 0I R' -" R V. OLLEN: U•0 TATE OF WASFINGT01", BOTTOM OF FASCIA TOP OF DOOR MEMBRANE PROTECTION BOARD WATERPROOF MEMBRANE LOWER LEVEL FINISH FLOOR FILTER FABRIC EXPANSION JOINT --\\ f Prd ^P GRAVEL BACKFILL Go oA I GLU LAM BE WO /METAL 2" DOOR TRACK j CrY._ 4" PERFORATED DRAIN PIPE o : -- fo PERFORATIONS DOL N ,, 0 0`,", „00 00 00 )_ o0 cC> P 5E5 2” DOOR TRACK 2X6 ®16" O.C. 6 X 10 HEADER I X HARWOOD TRIM AT HEAD AND JAMBS 6" CONCRETE SLAB ON CM 3" OP. DECK WITH WILT. LE STF21JCTURAL FOR REINFORCEMENT RACKET TO SUPPORT 3 /4"X16 "W PLnUOOD SHELF. VERIFY HEIGHT ON SHELVES PRIOR TO INSTALLATION (TYPICAL AT PIT AREA) VIDE METAL STRAP TO SUPPORT DUCT SYSTEM A5 REQUIRED TRUGTUrZAL ,t oCP (yoCPod o Y ° n` cam ° r , V , o — O(_J� nU MIN 12 QUArd2Y BPALLS- - 11 ) r 90 LB. FELT WATERPROOF MEMBRANE 2" CONCRETE SLAB FILTER FABRIC 90 LE. FELT H SECTION SEE STF]1GTURAL FOR REINFORCEMENT 5/8" GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6,1 COOLER OR WALLBOARD NAILS AT 1" ON CENTER WITH END JOINTS ON NAILING MEMBERS. 6" CONCRETE SLAB ON 3" COMP, DECK WITH W.UF, l � u rte, iP0 040eoU' oW/ o o(1' o cfP o o; PE SJA:' 00 00 00 00 00 00 00 0o Oo O o 000 00 Oo 0 RIGID FIBERGLASS INSULATION, JOHNS MANVILLE "INSUL- SHIELD" VS 300, OR APPROVED EQUAL INSTALL TWO LAYERS, TOTAL THICKNESS 4 12" TO ACHIEVE R - 19, UPPER LAYER LO LOLLER LAYER FACED WITH FACING ON UNDERBIDS INSTALL INSULATION WITH WASHERS AND METAL "STICK PINS" ADHESIVE ATTACHED TO METAL FLOOR PANS, PM SPACING PER MANUFACTURER'S RECOMMENDATIONS, REMOVE ALL EXTRA PM LENGTH BELOW INSULATION FLUSH 211214 WASHER FACE. 12" cONCRETE SLAB N Po' 0 000 000 CP of O o 0, �TG o 00o .00 0 po CPoc' MIN 12° 2 CS'2L F 1j,?g '�O(?O(�Po 04 o 70 o 0 00 00 0 0 0 000 000 00 0 00 e0 00 000 00 00 0 00 0 00 00 f a P0D Foc7?ouEo�i 045, PorfLo A_o JP_o(P6, 00 nOn O B UG o00 0 0 O 'MIN 12' QUARRY SPACES fl fl n � �J C 4Th C � Oz--\ 0 1� v /' O SECTION 1/8" SMOOTH STUCCO FINISH ON K -LATH W/ ACRYLIC FINISH COAT ON I2" PLYWOOD SHEATHING FINISH GRADE FILTER FABRIC 20' - 0" TOP OF FASCIA FRAMING B PRE -FAB FASCIA INIT BY OTHERS ONE HOUR WALL GRAVEL BACKFILL MEMBRANE PROTECTION BOARD WATERPROOF MEMBRANE MEZZANINE FLOOR BOTTOM OF FASCIA 2X6 a 16" OC. 7 B "� LOWER LEVEL FINISH FLO v 14'_5" I2" CDX R 19 W/ V$. TREATED 2X6 PLATE W/ 5/8"0 A.B. • 4' -0" OL. CONTINUE WATERPROOF MEMBRANE ABOVE WALL /FOUNDATION JOINT PvC STUCCO &CREEP SHEET METAL FLASHING OVER PROTECTION BOARD 4 INSULATION FINISH FLOOR R I0 RIGID INSULATION MIN 24" BELOW FINISH FLOOR 90 LB. FELT 4" PERFORATED DRAIN PIPE WAT1- , OF MEMBRANE PERFORATIONS DOWN 2" CONCRETE SLAB FILTER FABRIC WOOD TRU55E2 6" CONCRETE SLAB ON 3" COMP. DECK WITH WJUF. O 12" CONCRETE SLAB I W 6X12 O SECTION 3/4 I 0 TJI C., )J), .� SUEP CEILING 5/8" TYPE X GWB 2X4 0 16" O.G. V2" UNDERLAYMENT 21 2 PLYWOOD R -15 5/8" GWB WOOD TRUSSES Y R -I1 W/ VAPOR BARRIER SUSP. CEILING IT -3" - MEZZANINE FLOOR 0-0" FINISH FLOOR LOWER LEVEL FINISH FLOOR CITY OF TUKWILA APPROVED JUL 6 6 1998 AS NOTED BUILDING DiL151ON ;!18 i UKV /IL /, z 0 W W cc 1— w a revisions: cc sheet: 0 A -5 LL rn E 0 t o O Y �) co m0 E O v) =G0 W . 3 0) c N <n N Q wE(.1 m . Z p o ' � R ? m c o , 2 2) `>>.° a C 6 <IC LO O d m N � o U ( N V N r N co U to m cc Q 2 D al 97∎4THM E' 99714 -FS ORPOt CHECKED JSA P., SET ,: DES REVIEW BD SET CONSTRUCTION SET GATE PERMIT REVIEW 02/20/18 05/'3/98 © 1928 ROGER OLLENBURG O 9 1I II I I I I I I I I I I I ININIIIIIIIMMINNIII — IIIIIRMIlI.4 I I _ 40 L— I GUB J W l _ GUS EXPOSED R -19 RIGID INSULATION Iril l`.O AL'' , ��� C ONC R ETE ,ATTACHED D V SEE MEZZANINE LEVEL I . \ P \# 1 - GU$ - = GLUES i' —( EXPOSED METAL CONCRE DECK PANS - UNPAINTED X, X r GM J I ,�II �i , ill, \ I• 1 WWII V� �I G I I ❑ ❑ — 1 f;•"_4 , iV4 ts':0 i , AT & „e *W. 1 • Aly ,40 II I I I I I I I I I I I _ 40 EXPOSED R -19 RIGID INSULATION Iril l`.O AL'' , ��� C ONC R ETE ,ATTACHED D V . \ P \# ,<' APIAs :4 - L I = i' —( EXPOSED METAL CONCRE DECK PANS - UNPAINTED X, X r I ,�II �i , ill, \ I• 1 WWII V� �I I — 1 f;•"_4 , iV4 ts':0 i , AT & „e *W. 1 • Aly ,40 1 ... GUS CEILING 1 LO ER LEVEL CITY OF TUKWU A APPROVED _.1...-------->. JUL 0 6 1998 AS NOTED reI m navy oI eiv X X OVERHEAD DOOR OVERHEAD DOOR SUSPENDED CEILING —� X X -- I I I I I 1)9%-o6102. CONDUIT AT IR O.C. WITH FIRST U STR T NO MORE THEN 6' FROM WALL PARALLEL TO CROSS pp \\ Ip PA LEL TO MAIN RUNNER \ / PARALLEL TO CROSS TEE LEL TO MAIN RUNNER \ ►�I� • 12 WIRE MAIN RUNNER O SEISMIC BRACING DETAIL PER ASTM C 635 AND C 636 SYMBOLS CROSS TEE 96” I TUBE FLUORESCENT MOUNTED IN CANOPY 96" 2 TUBE SURFACE MOUNTED FLUORESCENT FIXTURE 12X48 SURFACE MOUNTED FLUORESCENT FIXTURE 24N48 SURFACE MOUNTED FLUORESCENT FIXTURE 24X48 LAY -IN FLUORESCENT FIXTURE 12X48 SURFACE MOUNTED FLUORESCENT FIXTURE CCRAFT -LITE) EXIT FIXTURE EXHAUST FAN NOTE: ALL LIGHTS TO HAVE TIE WIRE WITHIN 3" OF CORNER OF LIGHT MEZZANINE LEVE WIRES TO W I" OC. FASCIA W/ POLYSTYRENE EGGCRATE LOUVERS W/ CLIPS AS PART OF TOTAL FASCIA UNIT BY OWNER 1 T 4 5 6 I I I I O MAIN LEVEL I/4" . 1 -0" O PERMIT C,NrER O ■ 9714THM I 9714 -A6 ERMA JSA CHECKED RO SET Wu LE S IG are DEIGN REVIEW PERMIT REVIEW 02/20/98 ■D LET CONSTRUCTION SET p loos ROGER GU.ENBURV sheet: A -6 of 9 N J REFLECTED CEILING PLANS EXPOSED R -19 RIGID INSULATION Iril l`.O AL'' , ��� C ONC R ETE ,ATTACHED D . \ P \# ,<' APIAs :4 = i' —( EXPOSED METAL CONCRE DECK PANS - UNPAINTED X, X r I ,�II �i , ill, \ I• 1 WWII V� �I I — 1 f;•"_4 , iV4 ts':0 i , AT & „e *W. 1 • Aly ,40 E ATTACHED TOMETA . „, ETE ECK F'ANS GGNCR D R.• &•.& �.�.�. .a� 1 LO ER LEVEL CITY OF TUKWU A APPROVED _.1...-------->. JUL 0 6 1998 AS NOTED reI m navy oI eiv 1)9%-o6102. CONDUIT AT IR O.C. WITH FIRST U STR T NO MORE THEN 6' FROM WALL PARALLEL TO CROSS pp \\ Ip PA LEL TO MAIN RUNNER \ / PARALLEL TO CROSS TEE LEL TO MAIN RUNNER \ ►�I� • 12 WIRE MAIN RUNNER O SEISMIC BRACING DETAIL PER ASTM C 635 AND C 636 SYMBOLS CROSS TEE 96” I TUBE FLUORESCENT MOUNTED IN CANOPY 96" 2 TUBE SURFACE MOUNTED FLUORESCENT FIXTURE 12X48 SURFACE MOUNTED FLUORESCENT FIXTURE 24N48 SURFACE MOUNTED FLUORESCENT FIXTURE 24X48 LAY -IN FLUORESCENT FIXTURE 12X48 SURFACE MOUNTED FLUORESCENT FIXTURE CCRAFT -LITE) EXIT FIXTURE EXHAUST FAN NOTE: ALL LIGHTS TO HAVE TIE WIRE WITHIN 3" OF CORNER OF LIGHT MEZZANINE LEVE WIRES TO W I" OC. FASCIA W/ POLYSTYRENE EGGCRATE LOUVERS W/ CLIPS AS PART OF TOTAL FASCIA UNIT BY OWNER 1 T 4 5 6 I I I I O MAIN LEVEL I/4" . 1 -0" O PERMIT C,NrER O ■ 9714THM I 9714 -A6 ERMA JSA CHECKED RO SET Wu LE S IG are DEIGN REVIEW PERMIT REVIEW 02/20/98 ■D LET CONSTRUCTION SET p loos ROGER GU.ENBURV sheet: A -6 of 9 N J REFLECTED CEILING PLANS 04 CI> FOR PERMIT REVIEW ONLY z V . co 1 o N b 9 N> =0 0 z • 12 EQ. RISERS 0 1.66"1" • "I' -8" 6' -6 1/2" MIN HEADROOM 2 A rr- NEW ()LURE STORE SOUTH 760TH STREET TUKWNLA, WASHINGTON PIT AND STAIR DETAILS T 5 DOO C rti% FROPPoEfMT ANp COPTRNiHTED INPORN,UgN. R NAY D1 BE COPIED OR REPRODUCFp YnTHWT PRgR WRRTEN APPROl�E FRDU ROGER pLEENBURO , A A 16 RISERS • 6.15" 908 2 m r z tt Roger 011enburg and Associates Architectural and Development Services 555 116th Avenue NE, Suite 155 Bellevue, Washington 98004 425 451 —1 232 fax: 425 451 -1841 rogero®nwlink.com g 0 z T ig Ai FASCIA DETAIL 31 LADDER AND ROOF HATCH 30X36 ROOF HATCH SCALE : 1/2 " =1' -0" 61 STACK FLASHING DETAIL SCALE : 1 1/2 " =1' -0" NOTE SCALE : 1 1/2 " =1' -0" ALUMINUM COMP MATERIAL IS OWNER FURNISHED AND INSTALLED. LIGHTING IS OWNER FURNISHED AND CONTRACTOR INSTALLED. CONTRACTOR INSTALLING TRUSS SYSTEM MUST PAY PARTICULAR ATTENTION THAT THE TRUSSES RUN TRUE HORIZONTAL FOR THE A.C.M. INSTALLATION. FLASHING BY CONTRACTOR 4" CONTINUOUS CANT STRIP BUILT-UP ROOF SYSTEM OVER 24 GAUGE G.I. STORM COLLAR r 2X WOOD CURB NAILS, MAXIMUM 6" O.C. MINIMUM Vas HEADS PER MFR. SEALANT mum AIM CLAMPING RING 24 GAUGE G.I. CAP ii 1 • ' l PROTECTIVE ROOFING PLY (NAIL OR / MOP ON PER MFR'S RECOMMENDATIONS) \ C ODIFIED BITUM FLASHING PLY FROOF i► _ � PIPE SUPPORT SUSPENDED FROM STRUCTURE TYPICAL B.U. ROOFING FIBER CANT 5/8" PLYWOOD STEATHING � Pug • 1/2" CDX PLYWOOD SHEATHING ON CX �� VIM I \ PRE- FABRICATED @ 24" OC. \ TRUSSED ` !! `I� I� III 1/4 " X3" BAR ( 3/4 "0 RUNGS 0 2X4 WOOD BL 4 "X3"X1 /4" ANG• 2" LAG BOLTS 3 1 EACH SIDE ( 'ICAL) 2" O.G. KING WITH 8 "0 'ICAL) WTH 60 •ICAL) FLOOR � 1' - 2 PRE -FAB ALUMINUM FASCIA SEE NOTE ABOVE ! 4 FLASHING MA LL PIPE PENETRATION SCALE LB LEAD CRIMPED 4 INSIDE PIPE PIPE PER CODE OEM =: 2" `•., 2X4 STUD W 4")(3"X1/4" AN . LAG BOLTS 3 1 EACH SIDE ( MEZZANINE -- FLUORESCENT LIGHT FIXTURE SUPPLIED AND INSTALLED BY CONTRACTOR. ELECTRICAL CONTRACTOR TO SUPPLY CIRCUITRY (SEE ELECTRICAL PLAN) •^ S — 8 - 1 ROOF DRAIN D Iiiurl .. FIBER — GLASS SCRIM 4 LB LEAD FLASHING EMBEDDED IN FLASHING CEMENT 5/8" PLYWOOD SHEATHING PRESSURE TREATED WOOD NAILER 110; Mt SECTION ELEVATION 5/8" TYPE X GYPSUM BOARD (TYPICAL) >-< �� �". "7"\,_,1 � � � / 11 STUCCO CONTROL JOINT SCALE : 3 " =1' -0" PARAPET WALL SCALE : 3 " =1' -0" POLYSTYRENE EGGCRATE WITH RETAINER CLIPS BY FASCIA CONTRACTOR CEMENT PLASTER - 111 1 1 EXT'R PLYWOOD CANT STRIP CAP SHEET B.U. ROOFING (iiiii \ \ \ \\ ONM' kV 7/8" OVER 1/2" PLYWOOD SHEATHING R -19 FOIL FACED BATT INSULATION WHERE OCCURS 1 1 1 1 041 11110A ' II I�I 2X6 WOOD STUDS ® 16" O.C. CEMENT PLASTER STUCCO - MIN 7/8" JOINT R -19 BATT INSULATION SEE FLOOR PLAN FOR LOCATION 1 I PVC CONTROL ' , ' I llir i7cTh .c:o(o;L 2X6 WOOD STUDS @ 16" O.C. ,dl� •n MIN 5/8" TYPE X GYPSUM BOARD (TYPICAL) '4" � 2 TYPICAL EQUIPMENT PLATFORM ON ROOF 51 ROOF SCREEN 91 ROOF CRICKET SCALE : 1 1/2 " =1' -0" D , o, i, 2 1/2X6X1/4 STEEL ANGLE SCALE : 3/4 "= 1' -0 " ALUMIN. SCREEN/ MESH 2 1/2x2 1 /2X1 /4 STEEL ► ANGLE ® s' - o" OC , TREATED 2X6 FLASHED INTO ROOF\ �- ��. lir/ PARAPET SCALE : 1 1/2 " =1' -0" WALL CITY OF TOMO STRIP APPROVED J UL 061998 998 AS WILD ®24" O.C. EQUIPMENT - SECURE TO PLATFORM PER MANUFACTURES SPECIFICATION M 3/4" P.W. PANEL 2X8 CURB CANT �-2X LEDGER 2X SLEEPERS COUNTER FLASHING ROOFING MATERIAL FLASHING ' 5/8" EXTERIOR r It. BUILDING DIVI310N PLYWOOD 2O4 NAIL SLOPE ��� CANT STRIP P.W. ROOF A 35 CLIP @ 24" O.C. SHEATHING -- ROOF TRUSS A i hee - t: S „ P �R;r,IT cN � `` C ■ ro 3t ig ig Ig Aut 9714iN4 O1F. 97 pPROTO /JSA (14 -PB � RO SU N. DAM DESIGN REVIEW PERMIT REVIEW 02/20/98 DD SET CONSTRUCTION SET © 199E ROGER OLIENBURG 0 9 , Jte DOOR SCHEDULE DOOR HARDWARE HARDWARE GROUP A : 10' X 12' OVERHEAD DOOR HAR DWARE GRO UP E : 3' X 7' -1 3/4" HMXHM AND MFG SCHLAGE t ALL HARDWARE SHALL BE SUPPLIED BY 'FINISH UNE' EXCEPT 1 - SCHLAGE LOCK : 8C L9462 F 16 2" BOW KEY HARDWARE GROUP B • SINGLE 3' X 7 ALUMINUM DOOR - 1 1/2" PR. BUTTS EACH : ST FBB 179 4 1/2 X 4 1/2 260 NRF - LEVER "STOREROOM" LOCKSET : SC 'D' SERIES SATIN CHROME - CYLINDER : SC DROPS F86 - DEADBOLT - LATCHGUARD - WEATHER STRIPPING - THRESHOLD HARDWARE GROUP E • 3' X 7' -1 3/4" HMXHM AND MFG SCHLAGE �• 1 - CONCEAL OVERHEAD CLOSER 'J TYPE ARM : INTERNATIONAL 100 1 - TOP AND BOTTOM OFFSET PIVOT : BY MANUFACTURER 1 - PUSH BAR BB 29 -52 POLISHED CHROME 1 - PULL BAR : BB 29 -52 POUSHED CHROME 1 - DEADLOCK (MAIN ENTRANCE ONLY) : SC L9462 F 16 2" BOW KEY rjj . / , i / rA ,,./.•A / %� 1 - EXIT WITH HEADER SIGN AR 4082 1 - 1 1/2" PR. BUTTS EACH : ST FBB 179 4 1/2 X 4 1/2 260 NRF THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' 1 - EXIT LOCKSET WITH INSIDE LEVER ONLY : D25D 1 - WEATHER STRIPPING BY MANUFACTURER 1 - LA.TCHWARD 1 - THRESHOLD : 4" X 1 1/2" SADDLEBACK : BY MANUFACTURER 1 - WEATHER STRIPPING / 4 1 - THRESHOLD, DOOR B ONLY HARDWARE GROUP C • 3 X 7 -1 3 " HMXHM AND MFG SCHLA O ® DOOR j / I l L V � \� i •� \ , j/ � �/ �// i j/ /, •r / �/ 1 - 1 1/2" PR. BUTTS EACH WITH SPRING : ST FBB 179 4 1/2 X 4 1/2 260 NRF 1 - LEVER LOCKSET : SC D SERIES SATIN CHROME 1 - CYLINDER : SC D5OPD F82 NOTE : (KEY GROUPS B QSML DIRECTION) HARDWARE GROUP D : 3' X 7' -1 3/4" HMXHM AND MFG SCHLAGE SUBMIT HARDWARE SCHEDULE AND CUT SHEETS TO jj "/'// • � i�/ I I 1 - 1 1/2 PR. BUTTS EACH WITH SPRING : ST FBB 179 4 1/2 X 4 1/2 260 NRF OWNER AND ARCHITECT FOR APPROVAL AND /OR REVISIONS. 1 - LEVER LOCKSET : SC 'D' SERIES SASH CHROME 1 - CYLINDER .: SC D5OPD F82 KICK PLATE, BOTH SIDES ii DOOR © DOOR I.� DOOR © DOOR DOOR DESCRIPTION DOOR DESCRIPTION DOOR DESCRIPTION DOOR DESCRIPTION DOOR DESCRIPTION FRP SPECIFICATION FLOOR SPECIFICATION 10' -O" X 12' -0' OVERHEAD # 250 WHITE ALUMINUM DOOR WITH DSB. GLAZING TYPICAL AS MFG, BY (FlNISH UNE INDUSTRIES, INC.) NO SI IRSTITITIONS 3' -0" X 7' -0" X 1 3/4" MILL FlNISH ALUMINUM FRAME (WHITE) WITH 1/4" TEMPERED GLASS, DUAL PANE. 3' -0" X 6' -8" X 1 3/4" H.M. 16 GAUGE WITH 18 GAUGE WELDED HOLLOW METAL FRAME (WHITE): 'U' VALUE = .6 OR LESS 2' -8" X 6' -8" X 1 3/4" H.M. 16 GAUGE WIT; 18 GAUGE WELDED HOLLOW METAL FRAME (WHITE): 'U' VALUE - .6 OR LESS 3' -0" X 6' -8" X 1 3/4" WOOD WITH WOOD FRAME, PAINT FlNISH . PRODUCT : FLOORING IN THE WORK AREA, CASHIER AREA, TOILET, AND WAITING ROOM SHALL BE FURNISHED AND INSTALLED BY OWNER. CONTRACTOR TO COORDINATE INSTALLATION WITH OWNER. FOR AREA NOT SPECIFIED ABOVE REFER TO 'PAINT SPECIFICATION'. FLOORING IN THE TOILET SHALL BE SHEET VINYL WITH 6" HIGH SELF -COVE BASE. Al PROVIDE 3/32' THICK MARLITE FROM COLOR SELECTION BY OWNER USE C -375 OR C -551 MARUTE BRAND CONSTRUCTION ADHESIVE AND MARUTE BRAND SEALANTS. AS MANUFACTURED BY THE MARUTE CORPORATION. (800) 523 -5836 HARDWARE GROUP HARDWARE GROUP HARDWARE GROUP HARDWARE GROUP HARDWARE GROUP SUBSTRATE NO BE GYPSUM WALL BOARD. INSTALL PANELS HORIZONTALLY, PROVIDE MATCHING COLOR MOULDS FOR BASE, HEAD INSIDE AND OUTSIDE CORNERS AND VERTICAL PANELS AND MOULDS ALLOWING FOR EXPANSION AND CONTRACTION AND ASSURING WATER TIGHTNESS. ALL IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. HARDWARE GROUP A O ® HARDWARE GROUP 8 O ) 2 HARDWARE GROUP C O ) O �- TARE GROUP D HARDWARE GROUP E ® O ®T 3 HARDWARE SUPPLIED WITH DOOR 6 © PAINT SPECIFICATION TOILET DIMENSIONS, NS AND ACCESSORIES INTERIOR 1. INTERIOR DRYWALL AND PLASTER tat COAT : PROMAR 200 LATEX WALL PRIMER 828W200 2nd COAT : PROMAR 200 LATEX WALL PRIMER : 828W200 FINAL COLOR : INDUSTRIAL ENAMEL WHITE GLOSS B54WZ10 (WALL AND CEJUNG EXCEPT WORK BAYS) 2. INTERIOR CONCRETE WALLS 1st COAT : S -W HEAVY DUTY BLOCK FILLER B42W46 2nd COAT : S -W HEAVY DUTY BLOCK FILLER B42W46 FINAL COLOR : INDUSTRIAL ENAMEL WHITE GLOSS 854WZ70 3. INTERIOR DRYWALL (CEILING AND BAND ® TOP OF WALLS 12 ° ) 1st COAT : PROMAR 200 LATEX WALL PRIMER : B28W200 2nd COAT : PROMAR 200 LATEX WALL PRIMER : B28W200 FINAL COLOR : MC -65 TOWER GREY FLAT 4. INTERIOR GALVANIZED METAL PIT CEIUNG - UNPAINTED 5. PIT RACK FRAMING 1st COAT : KEMKROMK UNIVERSAL METAL PRIMER 2nd COAT : INDUSTRIAL ENAMEL : B54Z SERIES FINAL COLOR : INDUSTRIAL ENAMEL SAFETY YELLOW : B54WZ37 6. PIT FLOOR WI 2 COATS SHERWIN LUAMS TILE CLAD II : BLACK EPDXY 7. UTILITY ROOM FLOOR 2 COATS SHERWIN WILLIAMS TILE CLAD II : BLACK EPDXY 8. EXPOSED STEEL HORIZONTAL 1st COAT : KEMKROMK UNIVERSAL METAL PRIMER 2nd COAT : INDUSTRIAL ENAMEL : 854Z SERIES FINAL COLOR : BLACK B54821 EXCEPTION HORIZONTAL STEEL TEEL AT TOP OF STAIR TREADS (C6) EXCEPTION : HORIZONTAL STEEL AT STAR MINIMUM HEADROOM (CS) VERTICAL : 1st COAT : KEMKROMK UNIVERSAL METAL PRIMER 2nd COAT : INDUSTRIAL ENAMEL : B54Z SERIES FINAL COLOR : INDUSTRIAL ENAMEL SAFETY YELLOW : 854WZ37 INCLUDE : HORIZONTAL STEEL AT TOP OF STAIR TREADS (C6) INCLUDE : HORIZONTAL STEEL AT STAIR MINIMUM HEADROOM (C6) 9. STAIRWELL RAILING let COAT : KEMKROMK UNIVERSAL METAL PRIMER 2nd COAT : INDUSTRIAL ENAMEL : B54Z SERIES FINAL COLOR : INDUSTRIAL ENAMEL SAFETY GREEN 10. STAIRS 2 COATS SHERWIM WILUAMS TILE CLAD II, BLACK EPDXY 11. OTHER : PIT WOOD SHELVES 1st COAT : ALKYD WALL AND WOOD PRIMER : 8491522 FINAL COLOR : INDUSTRIAL BLACK ENAMEL : B548Z1 12. STEEL RACKS AND CATWALKS 1st COAT : KEMKROMK UNIVERSAL METAL PRIMER : 8502 SERIES FINAL COLOR : INDUSTRIAL BLACK ENAMEL : B548Z1 EXTERIOR Q 6 NOTES : 0 TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBUTY REQUIREMENTS OF THE AMERICAN DISABILITIES ACT AD.A), INCLUDING, BUT NOT UNITED TO THE FOLOWING 1. WATER CLOSET SEAT HEIGHT : 17' TO 19" A.F.F. j E o - M1 \ 2. CENTER LINE OF WATER CLOSL - T : 18" FROM SIDE WALL 3. GRAB BAR BEHIND WATER CLOSET : 36' LONG AND 33' X 36" A.F.F. 4. GRAB BAR AT SIDE OF WATER CLOSET : 42" LONG AND 33" TO 36" A.F.F. WITH FRONT END 18" MINIMUM IN FRONT OF WATER CLOSET 5. GRAB BAR DIAMETERS : 1 1 4" TO 1 1 2" 6. SPA BETWEEN GRAB BAR TE AND WALL / 1 1/2' n N \ M N •L y 0 INSULATE AND HOT 1 , 18 / \ •l \ 7. TOILET PAPER DISPENSER 36" MAXIMUM FROM REAR WALL AHD 19" MINIMUM A.F.F. - 8. KNEE CLEARANCE AT LAVATORY : APRON 28" MINIMUM HEIGHT, 8" MINIMUM DEPTH DRAIN INSULATE DRAIN ID 9. LAVATORY DEPTH : 17" MINIMUM WATER AND HOT WATER 10. LAVATORY HOT WATER AND DRAIN PIPES INSULATED WHERE EXPOSED 11. LAVATORY RIM : 34" MAXIMUM A.F.F. 72 MIRROR BOTTOM EDGE : 40" MAXIMUM A.F.F. • 13. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED ON THE EXTERIOR OF EACH TOILET ROOM DOOR OA B -165 2430 FRAMED MIRROR 14. PRIVACY LOCKS SHLL HAVE LEVER HARDWARE HANDLES 1516. . A SOAP CLEAR AND T 60'0 OWEL CIRCLE CHALL BE OU PRO NTER NDED AT 40 TO " MEET MAXIM C.O.G. UM A.F. A F D. . . TO REQOPERAUIREMENTS TING DISPENSER M A O 11111 \ e� 1�v 1 `L-/" "O. r ` � \ O8 B -36903 PAPER TOWEL /WASTE (RECESSED) CONTROLS OR DISPENSER © 8 -112 SOAP DISPENSER t OWNER SUPPLIED, CONTRACTOR INSTALLED OD 8 -685 TOILET PAPER HOLDER ® STAINLESS STEEL KICK ;LATE (TYPICAL ®LAV. DOORS) OF B -!'137 36' C 48" GRAB BAR I.. N � � ■ I \ , S 1 / 7 •- * + CONTRACTOR TO VERIFY MOUNTING REQUIREMENTS VERIFY FOR A.D.A. r PORDUCT # S REFER TO 'BOBRICK' CLEARANCES , O 'i WINDOW SCHEDULE - D GLAZING : DUAL PANE ;ED GLAZING : DUAL PANE 1/4" TEMPERED GLAZING : DUAL PANE / AO %j / / / ( j ' // / ! : / / / // �A 0 / 6' -0" 6 -0 3' - 0" 1 3/4 X 4 1/2 MILL FINISH WHITE ALUMINUM STOREFRONT FRAME WINDOW 1 3/4" X 4 1/2" MILL FINISH WHITE ALUMINUM STOREFRONT FRAME ©WINDOW 1 3/4" X 4 1/2" MILL FINISH WHITE ALUMINUM STOREFRONT FRAME ©WINDOW 1. EXTERIOR STUCCO FINISH ACRYLIC FINISH: H: BRIWANT WHITE 2. EXTERIOR BOTTOM BAND 1st COAT : S -W DIM ACRYLIC GLOSS : 866 SERIES FINAL COLOR : INDUSTRIAL ENAMEL MC -65 TOWER GREY 3. STEEL PIPE BOLLARDS 1st COAT • KEMKROMK UNIVERSAL METAL PRIMER : B5OZ SERIES FINAL COLOR : INDUSTRIAL SAFETY GREEN ENAMEL : B54Z SERIES USE DTM ACRYLIC PRIMER FINISH AS PRIME COAT ON PVC CAP PVC CAP PAINT WHITE 4. METAL DOORS 1st COAT : KEMKROMK UNIVERSAL METAL PRIMER 2nd COAT : INDUSTRIAL ENAMEL : B54Z SERIES FINAL COLOR : INDUSTRIAL ENAMEL WHITE GLOSS : 854WZ10 NOTE • NO SEALANTS OR CURRING AGENTS SHALL BE USED UNLESS CONDITIONS EA WARRANT. USE OF ANY SLANTS ON INTERIOR CONCRETE FINISHES REQUIRE APPROVAL BY Q -LURE. PAINT MANUFACTURER AS SPECIFIED NO SUBSTITUTIONS L 1 I ROOF VENT CITY OF TUKWILA APPROVED J UL 0 6 1998 AS NOIED HUILDMIG DIVi3ION 5 4 '1ECEfVP ^^ MAY 1 8 1998 TUKWILA PUBLIC WORKS t,)oi7)......ay. 14 GA. .___,A SCREEN CANT `` ROOF DECK 12" 1.00 SF OF VENT AREA 1474 SF OF STORE ROOF 4.9 SF REQUIRED 3 00 8 VENTS ® 1.00 = 8.00 SF W Cc O 1-0 ▪ WH W W =� ▪ r J 0 V OX W z J z O W a W cc I- W a sheet: 0 A -9 u- `l R0 nE. 97i4THR 9714 -A9 DNNk PROiO E"ECKFD. � ar xa OA DESIGN REVIEW PERMIT REVIEW 02/20/98 05/13/98 SW SET CONSTRUCTION SET @ 1998 ROGER OLLENBURO of 1 9 GENERAL NOTES: 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE UNIFORM BUILDING CODE, 1994 EDITION (UBC). 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1994 UBC AS AMENDED AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE LATEST EDITION. 4. DESIGN LOADS DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL COMPONENTS LIVE LOADS: ROOF: STAIRS & CORRIDORS: OFFICE /WAITING /UTILITY: GARAGE /WORK AREA: LATERAL LOADS ON BELOW GRADE WAL WIND: SEISMIC: SOIL: GROUND WATER: SURCHARGE: 25 PSF (SNOW LOAD) 100 PSF 50 PSF OR 2KIP CONCENTRATED LOADS @ 5' -0" SPACING 60 PCF 62.4 PCF STARTING AT 4' BELOW GRADE 120 PSF 80 MPH - EXPOSURE C ZONE 3, 1 =1.0; C =2.75; Rw =8 5. SPECIAL INSPECTION: PER SECTION 1701.5 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTION IS REQUIRED FOR CONCRETE STRENGTH AND PLACEMENT, REINFORCING AND WELDING. 6. SOILS: ALLOWABLE BEARING PRESSURE = 1500 psf ON 2 FEET OF COMPACTED SAND /GRAVEL STRUCTURAL FILL. SITE WORK, INCLUDING BUT NOT LIMITED TO, SITE PREPARATION, STRUCTURAL FILL, COMPACTION AND BACKFILL SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY ADaPT ENGINEERING INC ON DEC 1, 1997. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PROCEDURES FOR THE EXECUTION OF CONTRACTOR'S WORK. 8. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT AND TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS. 9. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 10. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. CONCRETE NOTES: 1. MATERIALS: CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE UNIFORM BUILDING CODE. MAXIMUM W/C RATIO SHALL BE 0.50. CONCRETE STRENGTH: 3000 PSI CONCRETE REINFORCING NOTES:: 1. CONCRETE REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60 FOR DEFORMED BARS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. BARS IN SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP -1 -90. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACT 315 -80. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. 2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907. MINUMUM COVER CONCRETE CAST AGAINST 3" AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER WALL PANELS, SLABS, JOISTS OTHER MEMBERS CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS OTHER BARS QLASS B 3 12 16 4 16 21 5 21 27 6 27 35 LAP SPLICE TABLE 3. NOTATIONS ON DRAWINGS RELATING TO FRAMING CUPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO STRONG -TIE CONNECTORS MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT DEVICES BY OTHER 1" MANUFACTURERS MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. 1 -1/2" USE ALL MANUFACTURER SPECIFIED FASTENERS UNLESS SPECIFICALLY NOTED OTHERWISE. 3/4" 1 -1/2" 1" 3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE BELOW THE REINFORCEMENT. TOP BARS CLASS A C 16 21 27 35 A BELOW TENSION S B MB _DME 21 12 28 16 35 21 46 27 STRUCTURAL STEEL NOTES: 1. SPECIFICATIONS: DESIGN, ACCORDANCE WITH THE FOLLOWING STRUCTURAL STEEL: WELDING: 2. MATERIALS: STRUCTURAL STEEL (CONNECTION MATERIAL, EMBEDDED ITEMS CHANNELS, ANGLES, BASE PLATES, AND MSC STEEL) STEEL TUBE STRUCTURAL BOLTS & ANCHOR BOLTS WELDING ELECTRODES STEEL DECK NOTES: WOOD: 3. POST AND TIMBERS: DOUGLAS FIR NO. 2. FABRICATION AND ERECTION SHALL BE IN SPECIFICATIONS: AISC - SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS - 9TH EDITION. AWS D1.1 AWS PREQUALIFIED JOINT DETAILS USE 3/16" MIN. WELDS (UNLESS NOTED OTHERWISE) WELDER CERTIFICATION - WASHINGTON ASSOCIATION OF BUILDING OFFICIALS - ASTM A 36 - ASTM A 500, GR B, - ASTM A 307 - E70XX 3. ERECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS. 4. BASE PLATE GROUT: BASE PLATE GROUT SHALL BE AN APPROVED NON- SHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOBSITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE 4000 PSI. 1. STEEL DECK: STEEL DECK SHALL BE OF THE TYPE AND DEPTH SHOWN ON THE PLANS. THE DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A446, AND BE ZINC COATED IN ACCORDANCE WITH ASTM A 525, G60. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES. 2. PROVIDE FLASHING, CLOSURES, EDGE FORMS, AND OTHER ACCESSORIES NECESSARY TO MAKE AN ASSEMBLY READY TO RECEIVE CONCRETE WITHOUT ADDITIONAL FORMING. SHORING OF DECK MAY BE REQUIRED PER ICBO RECOMMENDATIONS. 3. DECK CONNECTIONS SHALL BE AS FOLLOWS: SIDE LAPS: 5/8" PUDDLE WELDS AT 24" SUPPORTS AND END LAPS: 5/8" PUDDLE WELDS AT 12" AVERAGE. PERIMETER: 5/8" PUDDLE WELDS AT 12" 1. ROUGH CARPENTRY: FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 2. BEAMS, JOISTS, STUDS AND STRINGERS: DOUGLAS FIR NO. 2. 4. PLATES, AND MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR STANDARD & BTR. 5. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. 6. PROVIDE THREE 2 X 8 HEADERS OVER AND DOUBLE STUDS (TWO 2 X 6 MINIMUM) EACH SIDE OF ALL OPENINGS IN BEARING WALLS NOT DETAILED OTHERWISE. 7. ALL WOOD INCLUDING PLYWOOD BEARING ON OR INSTALLED WITHIN ONE INCH OF CONCRETE OR WITHIN SIX INCHES OF EARTH SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH AWPA FOR ABOVE GROUND USE, AND BEAR THAT QUALITY MARK. 8. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 1994 UBC. NAILS, BOLTS. AND CONNECTORS: 1. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO TABLE NO. 23 -1 -Q OF THE UBC. 2. ALL NAILS SHALL BE COMMON WIRE NAILS HAVING DIMENSIONS GIVEN IN UBC TABLE 23 -1 -G. WHERE REQUIRED TO PREVENT SPLITTING, INSTALL NAIL IN BORED HOLE HAVING A DIAMETER NOT EXCEEDING THREE - QUARTERS OF NAIL DIAMETER. 4. INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d SPIKES AT 12 INCHES STAGGERED (MINIMUM). DA7S-COG Fy =46ksi SHEATHING: 1. RATED SHEATHING FOR FLOOR SHEATHING SHALL BE 3/4" C -D WITH PANEL INDEX 40/20 AND SHALL CONFORM TO APA EXPOSURE I AND WITH UBC STANDARD 23 -2. INSTALL PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 2. RATED SHEATHING FOR ROOFS SHALL BE 1/2" C -D WITH PANEL INDEX 24/16 AND SHALL CONFORM TO APA EXPOSURE I AND WITH UBC STANDARD 23 -2. 3. RATED SHEATHING FOR WALL SHEATHING SHALL BE 1/2" C -D WITH PANEL INDEX 24/0 AND SHALL CONFORM TO APA EXPOSURE I AND WITH UGC .STANDARD 23 -2. 5. RATED SHEATHING NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED.) 10d ® 6" AT PANEL EDGES AND 10d e 12" O.C. AT INTERMEDIATE SUPPORTS GLUE - LAMINATED LUMBER: 1. GLUE - LAMINATED MEMBERS SHALL BE FABRICATED TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 56, COMBINATION 24F -V4 FOR SIMPLE SPANS, AND COMBINATION 24F -V8 FOR CONTINUOUS SPANS. LAMINATED MEMBERS SHALL BE AITC CERTIFIED. 2. GLUE - LAMINATED MEMBERS, WHERE EXPOSED TO VIEW, SHALL BE ARCHITECTURAL APPEARANCE. GLUE - LAMINATED MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED WITH WOOD PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARD C28. ALL NAILS IN TREATED GLUE - LAMINATED MEMBERS SHALL BE HOT -DIP GALVANIZED OR STAINLESS STEEL MANUFACTURED WOOD I- JOISTS & OPEN WEB JOISTS' 1. WOOD JOISTS SHALL BE FACTORY MANUFACTURED BY TRUS JOIST MACMILLAN OR APPROVED EQUAL AND BE DESIGNED TO SUPPORT 15 PSF APPLIED DEAD LOAD PLUS LIVE LOAD PLUS LOADS FROM MECHAMICAL UNITS. PROVIDE BRIDGING, CONNECTIONS AND OTHER PERTINENT DETAILS PER MANUFACTURER'S RECOMMENDATIONS. USE SIMPSON ITT SERIES HANGERS UNLESS NOTED OTHERWISE. SPECIAL INSPECTION: 1. PER SECTION 1701.5 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTION IS REQUIRED ON CONCRETE, BOLTS INSTALLED IN CONCRETE, REINFORCING STEEL AND WELDING. TYPICAL WALL OR FOOTING REINFORCING TYPICAL WALL REINFORCING BETWEEN DETAIL TYP REINF I, WALL CORNERS & INTERSECTIONS NO SCALE STD HOOK OR AS NOTED (2) END OF WALL STAGGER SPLICES, TYP ( # END OF WALL STD HOOK NOTES: 1. CORNER OR INTERSECTION REINFORCING SIZE AND SPACING SHALL BE THE SAME AS WALL OR FOOTING HORIZONTAL REINFORCING. WHERE SIZES IN INTERSECTING WALLS DIFFER, MATCH THE LARGER SIZE. 2. B =CLASS B LAP SPLICE C =THE LESSER OF D/4 OR CLASS B LAP SPLICE, BUT NOT LESS THAN 2.0 FEET, UNO. D= LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION. APPLY BOND BREAKER TO FACE OF CONCRETE PRIOR TO PLACING ADJACENT POUR. PREVENT BOND BREAKER FROM CONTACTING WATERSTOP cv TYP REINF ADDITIONAL #5 BAR T &B TYP EA SIDE OF JOINT - DETAIL BASE OF WALL CONSTRUCTION JOINTS NO SCALE WALL HORIZ REINF PROVIDE ROUGHENED SURFACE W/ 1/4" AMPLITUDE 6" PVC WATERSTOP INSTALL PER MANUFACTURER'S RECOMMENDATIONS DETAIL VERTICAL WALL CONSTRUCTION JOINT NO SCALE 6" PVC WATERSTOP, INSTALL PER MANUFACTURER'S RECOMMENDATIONS DETAIL TYP JOINT DETAILS NO SCALE CITY OF TUK'WILA APPROVED JUL 0 6 1911 C. , #5 x 4' -0" DEFORMED BAR CO 24" T &B, TYP INTERIOR OR EXTERIOR FACE OF WALL 6" PVC WATERSTOP, INSTALL PER MANUFACTURER'S RECOMMENDATIONS TuESE T.',7OUr4Et.ITS REVIEWED FOR CC; FOL'_ON'ING ORDINANCES "$.STRUCTURAL PER UNIFORM BUILDING CODE 0 NON - STRUCTURAL PER UNIFORM BUILDING CODE U WAD 5140 BARRIER -FREE REGULATIONS 1APPI,ANT IS RESPONSIBLE FOR CONFORMANCE '" R 'LL APPUCABEE ORDINANCES SUBJECT TO REOUIREMEN,S ...:D WIERP ETKRONS OF THE GOVERNING AUTHORITY. Dee d E to 8 O m0 OD).Qo N 01 N® Q M B c N & C o Z rn (0 S m C E v1 `� l In El m o / cVi 9 0 "0 _c N a 1 o ,co rx W 0 x r3 al J 9714THN RtE. 6069QSI CHECKED: SET :G DESIGN REVIEW 2/24/98 SID SET CONSTRUCTION SET PE NIT REVIEW KSl 4/13/98 GL5 1/8x12 29' -0" GL5 1/8x12 TOP OF PLYWOOD EL 19' -9 GL5 1/8x12 TYP 47-6" 1/2" SHEATHING NAIL W/ Od NAILS © 6" AT PANEL EDGES AND © 12" AT INTERMEDIATE SUPPORTS GL5 1/8x12 TS4x4 BELOW TYP OF 5 TYP © ENDS OF MEZZ SHEAR WALLS MECHANICAL OPENING, VERIFY SIZE & LOCATION WALL BELOW- 47-6" I® ®s 3' -9" COORDINATE W/ ROOF OPENINGS 6x6 POST 2x8 2x8 2x8 2x8 2' -0 F (2) 2x8 (2) 2x8 2x8 2' -0" TYP ROOF FRAMING PLAN 1/4- = 1' -0" WORK AREA BELOW SHEAR WA 5: 29' -0" 6x6 3/4" SHEATHING POST NAIL W /10d NAILS © 6" AT PANEL EDGES & © 12" AT INTERMEDIATE SUPPORTS 1 \ PRO < DE SHEATHI G ON ONE SW OF WALL AND AIL WITH Id NAILS © © A PANEL EDGES AND 12" © INT 'MEDIATE - SUPPORTSPR©VIBE- H 6x6 POST EACH END 0 SHEAR WALL. APROVIDE SHEATHING ON ONE SIDE OF WALL AND NAIL WITH 10d NAILS © 3" © ALL PANEL EDGES AND 12" © INTERMEDIATE SUPPORTS. PROVIDE HD6A IN 6x6 POST AT EACH END OF SHEAR WALL. GL 5 1/8x12 Vir N C7 r � O N 4, 0 YPE SIMPSON GLT7 HANGER TYP 3 PLACES 18' -6" SHEAR WALL ABOVE FINISH FLOOR EL 9' -0" 11 7/8" TJI /H60 © 1' -3 ", UNO (2) 11 7/8" TJI /H60 GL 6 3/4x12 W/ SIMPSON GLT7 JOIST 11 7/8" TJI /H60 © 1' -3 ", UNO 6x10 1 W8x10 N M J C7 (3)2x8 3 2x8 0 w d N 0 I N O (3)2x8 H TYPE MEZZANINE FRAMING PLAN 1/4- = 1' -O" 18' -6" ROOF HATCH VERIFY SIZE & LOCATION MECHANICAL UNIT ` (900 #MAX) SHEAR WALL ABOVE 2` -0 MAX TYP l o N 0 D�iB- oo�a S4 10" 101 A PROVIDE r f 2x6 DF #2 STUDS © 8" (TYP FULL HEICHT WALLS) 0 (0 I X 6' -0" W6x9 N I W6x9 0 01 i x O O 3' -6" 13' -0" W6x9 0 z F- U- 0 W6x9 13' -0" O TYP 9' -6" 1 ELL I 6 EQ CLEAR EQ W6x9 TS 4x4x1/4 TYP OF 5 O 47' -6" CD 4 0 z F- m LL W a 0 W6x9 TYP W6x9 13' -0' 1. SEE SHEET 51 FOR TYPICAL S4 BASE PLAN CONCRETE DETAILS 1/4" = 1'_0" io I m CD co 3 47' -6" 6' -6" 3 -8" 81 3' -6 VERIFY V/ ARC W6x9 W6x9 TYP © PIT PENINGS YP TYP 3' -3" TOP OF SLAB EL 0' -0" 6' -6" 18' -6" EAR WALL VULCRAFT 3VLI18 W/ 3 CONC. SLAB (6" TOTAL THICKNESS) PROVIDE SHORING AS REQ'D DURING CONSTRUCTION. FOR REINFORCING & BEAM CONNECTION SEE irk las x6 POST, TYP EII� EcEi MAIN LEVEL FRAMING PLAN 1/4" = 1' -0" 81 3 - 0" 4' - 8" W6x9 rst 1/2" 3' -5 1/2' DIAGONAL BRACE, SEE Aft N I N 0 0 N M JUL 0 6 1553 1 z 0 a W I— E W a CC 0 Id 0 9714THU IFll£: 6069452 SET NUN}t ... No.: DAM DESIGN REVIEW 2/24/98 7 REVIEW KSL 4/1 9 SET CONSTRUCTION SET © 1998 ROGER OLLENBURG, sheet: lof S2 I L. T T — 47' -6" 10" 6'—O<. ..... 3' -6" 9' -6" ► 3 ' -6 " 6' -6" 18' -6" 0 TYP TYP . a a e 12" CONCRETE W/ #5 BARS TYPICAL TYP alk SLAB ©12" T P & BOTTOM E a o� 10" 1 8 °� C f7 TYP 1 TS 3x3x1/4 COL TYP OF 12 1 1 " QTYP IV q I I TOP OF SLAB EL -7'-8 " TYP rTh 4'_8" GL5 1/8x12 29' -0" GL5 1/8x12 TOP OF PLYWOOD EL 19' -9 GL5 1/8x12 TYP 47-6" 1/2" SHEATHING NAIL W/ Od NAILS © 6" AT PANEL EDGES AND © 12" AT INTERMEDIATE SUPPORTS GL5 1/8x12 TS4x4 BELOW TYP OF 5 TYP © ENDS OF MEZZ SHEAR WALLS MECHANICAL OPENING, VERIFY SIZE & LOCATION WALL BELOW- 47-6" I® ®s 3' -9" COORDINATE W/ ROOF OPENINGS 6x6 POST 2x8 2x8 2x8 2x8 2' -0 F (2) 2x8 (2) 2x8 2x8 2' -0" TYP ROOF FRAMING PLAN 1/4- = 1' -0" WORK AREA BELOW SHEAR WA 5: 29' -0" 6x6 3/4" SHEATHING POST NAIL W /10d NAILS © 6" AT PANEL EDGES & © 12" AT INTERMEDIATE SUPPORTS 1 \ PRO < DE SHEATHI G ON ONE SW OF WALL AND AIL WITH Id NAILS © © A PANEL EDGES AND 12" © INT 'MEDIATE - SUPPORTSPR©VIBE- H 6x6 POST EACH END 0 SHEAR WALL. APROVIDE SHEATHING ON ONE SIDE OF WALL AND NAIL WITH 10d NAILS © 3" © ALL PANEL EDGES AND 12" © INTERMEDIATE SUPPORTS. PROVIDE HD6A IN 6x6 POST AT EACH END OF SHEAR WALL. GL 5 1/8x12 Vir N C7 r � O N 4, 0 YPE SIMPSON GLT7 HANGER TYP 3 PLACES 18' -6" SHEAR WALL ABOVE FINISH FLOOR EL 9' -0" 11 7/8" TJI /H60 © 1' -3 ", UNO (2) 11 7/8" TJI /H60 GL 6 3/4x12 W/ SIMPSON GLT7 JOIST 11 7/8" TJI /H60 © 1' -3 ", UNO 6x10 1 W8x10 N M J C7 (3)2x8 3 2x8 0 w d N 0 I N O (3)2x8 H TYPE MEZZANINE FRAMING PLAN 1/4- = 1' -O" 18' -6" ROOF HATCH VERIFY SIZE & LOCATION MECHANICAL UNIT ` (900 #MAX) SHEAR WALL ABOVE 2` -0 MAX TYP l o N 0 D�iB- oo�a S4 10" 101 A PROVIDE r f 2x6 DF #2 STUDS © 8" (TYP FULL HEICHT WALLS) 0 (0 I X 6' -0" W6x9 N I W6x9 0 01 i x O O 3' -6" 13' -0" W6x9 0 z F- U- 0 W6x9 13' -0" O TYP 9' -6" 1 ELL I 6 EQ CLEAR EQ W6x9 TS 4x4x1/4 TYP OF 5 O 47' -6" CD 4 0 z F- m LL W a 0 W6x9 TYP W6x9 13' -0' 1. SEE SHEET 51 FOR TYPICAL S4 BASE PLAN CONCRETE DETAILS 1/4" = 1'_0" io I m CD co 3 47' -6" 6' -6" 3 -8" 81 3' -6 VERIFY V/ ARC W6x9 W6x9 TYP © PIT PENINGS YP TYP 3' -3" TOP OF SLAB EL 0' -0" 6' -6" 18' -6" EAR WALL VULCRAFT 3VLI18 W/ 3 CONC. SLAB (6" TOTAL THICKNESS) PROVIDE SHORING AS REQ'D DURING CONSTRUCTION. FOR REINFORCING & BEAM CONNECTION SEE irk las x6 POST, TYP EII� EcEi MAIN LEVEL FRAMING PLAN 1/4" = 1' -0" 81 3 - 0" 4' - 8" W6x9 rst 1/2" 3' -5 1/2' DIAGONAL BRACE, SEE Aft N I N 0 0 N M JUL 0 6 1553 1 z 0 a W I— E W a CC 0 Id 0 9714THU IFll£: 6069452 SET NUN}t ... No.: DAM DESIGN REVIEW 2/24/98 7 REVIEW KSL 4/1 9 SET CONSTRUCTION SET © 1998 ROGER OLLENBURG, sheet: lof S2 I +20' -0" AFF PARAPET HEIGHT 2X BLOCKING BETWEEN JOISTS 10d © 6" UNO 2— 2X6 TOP PLATES CONT. (12) 16d NAILS © EA SPLICE OFFSET SPLICES, TYP SECTION 3/4" = 1' -0" SECTION 3/4" = 1' -0" #5 © 12" 3' -0" I h #5 © 12" EF A 6x6 POST 2x6 DF #2 STUDS 08" TYPICAL d 6" HOLD DOWN, SEE SHEAR WALL NOTES MEZZANINE HOLDDOWN NOTES: 1. 00 NOT BACKFILL WALL UNTIL SLAB IS IN PLACE AND CONCRETE HAS ATTAINED 28 DAY STRENGTH ROOF EL. VARIES PL 3/8x4" W/ 3/8 "0 x 4" HEADED STUDS © 12" #4 © 12" SHEAR WALL OOF PANEL EDGE PANEL EDGE NAILING 4 NAILING (2)2x6 TOP PLATE FOR SPLICE SEE SECTION 3/4" = 1' -0" A SECTION 3/4" = 1' -0" 2X BLOCKING #5 © 12 ", EF (1) #5 CONT #5 © 12" ° 7 HEADED STUDS ov PL 3/8x4" CONT W/ 3/8 "0 x 4" ilk Dolits-oocoD_ #4 © 12" GLULAM —' SIMPSON CCO5 1/4 COLUMN CAP TS 4x4 16d © 6" INTO BLOCKING 2 -2x6 TOP PLATE CONTINUOUS. (12) 16d NAILS © 3" © EACH SPLICE. OFFSET SPLICES 4' -0" MIN SECTION 3/4" = 1' -0" CONTINUOUS BLOCKING DOUBLE TOP PLATE SECTION 3/4" = 1' -0" PANEL EDGE NAILING MEZZANINE CONT 2x12 2 -5/8" DIA x 7" !AG SCREW 0 16" 5/8" GYPSUM WALL BOARD TJL TOP CHORD SECTION 1 1 /2" = 1' -0" WOOD I JOIST W/ SIMPSON HU11 FACE MOUNT HANGER SIMPSON A35F W 18" N 2 -2x6 TOP PLATE CONTINUOUS. W/ (12) 16d NAILS © 3" © EACH SIDE OF SPLICE. STAGGER SPLICES DETAIL (2) #4 CONT 1/4\4012 1/4 /4012 #4 W/180' HOOK 12 1/4 4012 1/4 4,12 L._ .4._ • PROVIDE L2x2x1 /4 6x6— W1.4xW1.4 © PIT OPENINGS WELDED WIRE FABRIC 3/16V3@12 W6, SEE PLAN X.6 •X 5/8 "0 X 3" WELDED HEAD STUD © 12" • • 6' • 4 (2) #6 © EACH RIB (2) #6 © EACH RIB, TYP COMPOSITE METAL DECK 1/4" CONTINUOUS PLATE PROVIDE 1 1/2" MIN BEARING FOR DECK Od ©6 MEZZANINE 1 -1/2� 3/16 41111 TYPICAL BASE PLATE 1 1/2" = 1' -0" 1/2" PLATE TYP 3/4 "0 EXPANSION ANCHOR (2 TOTAL) ASPHALT PAVING #4 © 12" 3' —O" 1-3 #5 © 12" EF SECTION 3/4" = 1' -0" NOTE: ATTACH WOOD I JOISTS TO GLULAM W/ SIMPSON ITT TOP FLANGE HANGER MEZZ SIMPSON CCO7 1/4 TS 3X3 PL 1/2x4x4 MAIN LEVEL GLULAM SECTION 3/4" = 1' -0" DETAIL 1 1/2" = 1' -0" 1/2" PREFORMED JOINT FILLER W/ SEALANT (2) #5 HORIZ WALL OPENINGS PL 3/8x4 " W / 3/8"0 x 4 " HEADED STUDS 12" #4 © 12" GLU LAM 4— 3/4 "0 BOLTS V . ^ 1/4• 1/41' y W6 L6x4x1/2 © EACH SIDE W6 COPE AS REQUIRED PROVIDE FULL BEARING FOR DECK © BEAM INTERSECTIONS CONCRETE FLOOR DECK NOT SHOWN FOR CLARITY 3/4 "0 BOLT (4 TOTAL) DETAIL 10 S2 CITY OF TI KWILA APPROVED J J fi 6 1H3 A J 31_11L rN uD o i J z Q 3 w w cc 5 0 © 1998 w • ROGER OLLENBURG a. sheet: Iof 2 S3 I "O" 9714THu InE. 6069Q53 CHECKED. SET Na: 617E DESIGN REVIEW 2/24/98 OMIT REVIEW 4/13/98 BID BET CONSTRUCTION SET FILTER FABRIC INSTALL PER MANUFACTURERS RECOMMENDATION 6 "0 PERFORATED DRAIN PIPE i . ii i ro� 80'0•: • o0e oo•:o o ho �� •op o SkS • • • • I � I #5012" VERT EF 12" • vv vvvvvvvvvvvvvvvvvvvvvvvvvv " </° V a v vvv v vv, vvvvvvvvvvvovvovvvvovovvvvvovvoovvv v, vvv v oo- ov�-ovv �Wvvo avv2, vvvvvvv •vvvvvvvvvvvvvvvvvvvvvvvv \ v• vvvv vvvvvvvoovvvvvoovvvoavovovvv / v- vvvvvvvavv vvvavvvvavvvvvv / ►�1�� ► .4 • � �C� // 1► N • O• 6" MIN W8 TYP 1 1 /4 GUSSET PLATE TS SLOTTED TO RECEIVE GUSSET PLATE FREE DRAINING MATERIAL 10" SECTION SCALE:3 /4 " =1 ' -0" #44012" HORIZ EF #5x 0 6" 4' -0" WATER STOP SEE dik #5012" TOP & BOTTOM EW TYPICAL 12" MIN QUARRY SPALLS PER 9 -13.6 1998 WSDOT STANDARD SPECIFICATIONS 12" MIN STRUCTURAL FILL PL 1/4x4 1/2 Fr 1/4 7 u H EADER SEE PLAN I i i i 1 /4 1" CLEAR TS EACH 3 SIDE 5 1 /2" TS TO EDGE OF OPENING FELT & WATERPROOF MEMBRANE 2500 PSI CONCRETE SLAB 2" MIN THICKNESS DOUBLE TOP PLATES 1 /4"x8"x8" KERF PLATE 1/4 CONCRETE FLOOR DECK NOT SHOWN FOR CLARITY 3/16 V 2 2" 6x 1/4 "x6 "x6" 0 BOTTOM PL (2) 3/4"0 BOLTS COUNTER SUNK 0 EXTERIOR FACE PLAN SECTION SCALE:1 1 /2 " =1 ' -0" 1/4 1 /4"x6"x9" BACK PLATE W8 1/4" WEB STIFFENER W6, SEE PLAN 4 3/4 "0 BOLTS PL 1/2x4x11 TS 3x3 PL 1/2, SEE 1" NON— SHRINK GROUT 3x NAILER W8 PL 1 /4"x6"x4" W /(2) 3/4 "0 BOLTS EA SIDE 1 1 /2" 3' - -5 1/2" VERIFY W/ ARCH BRACE ELEVATION MEZZANINE MAIN LEVEL 3/4 "0 ANCHOR BOLTS (6 TOTAL) L 1/2" 2" MIN TYP DETAIL 1 1/2" = 1' -0" SECTION SCALE:NTS ( # SECTION SCALE:1 1 /2"=1"-0" EACH SIDE OF TS MEZZANINE 2x8 TOP PLATES 3x NAILER W/ 3/4 "0 THREADED STUDS 0 12" COUNTERSINK NUTS TS MAIN LEVEL . - T- 1 /4 _:_,_..A. mu SECTION a —a NOTE: FLOOR DECK NOT SHOWN FOR CLARITY. c BRACE 4" PL1 /4x4x1' -0" 16d 0 6" 2x FLAT 0 16" AT EACH FACE W8 TS SLOTTED TO RECEIVE GUSSET PLATE USSET PL 1/4 #5 CONT 3/4 "0 ANCHOR BOLTS (2 TOTAL) J z 0 W_ CITY Oil'U 0 Opp OF °U L' W JULO6o3 s CC CC cc 0 U- oi 8a 1g h §e 9714T1-M Fl tE 6069054 CRAM: CNECIM DESIGN REVIEW DATE 2/24/98 PERMIT RENEW BID SET CONSTRUCTION BET © 1998 ROGER OLLENRURG sheet: 0} S4 I EARTHWORK tot OMEIAL: A. Provide shoring, barriers, and railings as required by law or regulations for the protection of employees, the public, and adjacent property. B. Close open ends of abandoned underground utilities which aye indicated to remain in place. Provide sufficiently strong closures to withstand any hydrostatic or earth pressure which may result after ends of abandoned utilities hove been closed. C. Properly barricade, protect, and maintain any open trench or excavation to prevent accidental unauthorized entrance. 1.02 SITE _C EMNta A. Site shall be cleared of any improvements or obstructions within the entire area to be developed or as shown on the drawings. For example, foundations shall be removed to a minimum of three feet below grade. The site. shall also be grubbed free of Al sod, roots, or any other Amilar materials. Trees up to 24 diameter shall be grubbed to a minimum of two feet below grade. Trees exceeding 24 shall be grubbed to a minimum of three feet below grade. Ali trash and debris shall be removed from the At prior to placing any fill, concrete, or paving. B. The contractor is responsible for locating all underground plumbing, electrical, and gas lines, and cooperate with utility companies to maintain utility lines in continuous operation. No disruption to utility services shall be allowed without owner and utility company approval. C. Any existing utility services or underground lines exposed by excavation or grading shall be protected and the proper utility company notified. D. Demolish and completely remove from the At any existing underground utilities which are indicated to be removed. Coordinate with utility companies for shut -off of services if lines are active. 1.08 EXCAVATION: A. ba In performing the excavation, the contractor shall retain sufficient clean earth for Al ckflllAg or rading. B. Excavations for foundations shall be carried to depth shown on drawings or deeper, if necessary, to attain proper soil bearing value. Deeper foundations shall be approved in writing by the owner and shall conform to all governing codes. C. Protect excavations from the accumulation of surface water. Provide for dewatering of excavations. All excavations to dry to optimum moisture content before concrete work is commenced. (Refer to section 1.05) E. Sheeting, shoring, or bracing of any open trench shall be provided by the contractor. He shall submit such design to the owner sealed by a (RPE) Registered Professional Engineer. F. In cut areas located under pavement and foundations, contractor shall scarify existing soil to a minimum depth of 4 inches and then recompact as backfill per section 1.05. G. Contractor shall remove existing topsoil from area to receive paving and foundation work unless these areas are indicated to receive more than 3 feet of fill. In no case shall the contractor use untreated or stabilized topsoil as compacted subgrade material under paving or foundation structures unless specifically approved by the owner. Topsoil shall be stockpiled for reuse in landscape areas. Appropriate soil conservation measures shall be taken. If in the opinion of the owner, unsatisfactory soil materials exist on the site, the contractor shall remove such material after written approval of the owner. The contractor shall replace these unsatisfactory soils with an approved structural fill. 1.04 80L TEST BORINGS: If conditions warrant. the Owner will have soil test borings and soil report prepared. Copy of borings and pertinent information from the report would be included and made a port of these Specifications. Contractor shall carefully review this information. No additional compensation will be considered for excavation of any type of material" that A indicated as being present A the soil boring. In the event that solid rock over one cubic yard in volume or other materials not indicated on the soil report are encountered, extra cost for this excavation will be allowed after written approval by the Owner. Extra cost will be in accordance with unit prices quoted in bid with quantities to be approved by the Owner. Where installing pipe or conduit, excavate or remove rock to 6 inches below required elevation. Backfill with crushed stone or grovel. 1.05 BACKFLLMO: A. Areas under paving and buildings shall be rolled with a sheeps -foot roller for soils containing clay or out (i.e.: cohesive soils), and with either a 3 -wheel 10 -ton vibratory roller or 7 - -ton tractor for sand and gravel soils (i.e.: cohesionless soils). Fill with cohesive soils shall be compacted to a density equal to 95% of standard proctor density as determined by ASTH D698. Fill with cohesionless sails shall be compacted to a density equal to 65% of relative density as determined by ASTH 0204y. Field density for cohesive sails shall be determined by the sand cone method (ASTH D1556). Conversely, the field density for cohesionless soils shall be determined by the rubber balloon method (ASTH 02167). The general contractor A responsible for providing soil density tests showing compliance with the above specifications. (4) Four tests around the building, backlit', and a minimum of five other compaction tests will be required. B. Before compaction, moisten or aerate each layer of backfill as necessary to provide optimum moisture content. C. No cinders, ashes, organic matter, or rubbish will be permitted. Fill shall be placed in layers not more than 8 inches in loose depth. E. Contractor shall not backlit( trenches until all testing required by applicable codes A conducted and approved. F. Electrical conduits shall be laid on a 4" compacted bedding of clean sand. The sand backfill shall envelop all conduits and continue to a depth of 4" above the top of conduits. Voids between conduits are not permitted. Clean earth may be substituted for sand when the trench contains only one conduit. H. Compressed air and potable water piping shall be laid on a 4" compacted bedding of clean sand. The sand backfill shall continue to a depth of 4" above the top of the pipe. I. Sewer piping shall be laid and continuously supported on a 6" compacted bedding of gravel or crushed stone of which 100% will pass through on inch sieve. The bedding shall be shaped for clearance of all joints and fittings, tamped in place, and graded evenly to insure uniform bearing for the All length of the pipe. No piping shall be supported by blocks, planks, or mounds of bedding material. Backfill only after piping and appurtenances have been inspected, tested, and approved. Backfill around the pipe to a depth of 12" above the top of the pipe. Use gravel or crushed stone of which 100% will pass through on inch sieve in layers not exceeding 6" thickness, taking core not to disturb the pipe or injure any pipe coating. Place backlit' from 12" above pipe in layers not exceeding 8" in depth. Backfill material shall be free of stones larger than 3 inches in diameter, non - corrosive and non - organic in nature. Material shall be granular and exclude all cinders, building materials, waste and rubbish. Do not use frozen or semi - frozen backfill material. J. The Contractor shall remove all debris from landscape areas to a depth of two feet and then backfill with clean soil. These areas shall be backfllled to within 6 inches of grade. Where curbs exist, backlit' to 6 inches below top of curb. Landscaping work shall be performed by others. It includes backfilling landscape areas to grade with 6 inches of topsoil. It- nia, to8 BRADINO: A. Uniformly compact backlit' and grade areas to indicate slope with a tolerance of inch above or below required elevation. .40.7 P3Q'IEC.7 tt A. Protect newly graded areas from traffic and erosion. Repair, regrade, and recompact grades in settled, eroded, and rutted areas to specified tolerance. CONCRETE 101 MATERIALS; A. Cement: An approved standard brand Portland Cement conforming to ASTM C150 Type I normal strength or Type III high early strength. Air- entraining cement shall be an approved standard brand Type IA Portland Cement which conforms. to ASTM C150. B. Admixtures: 1. Air - entraining admixtures shall conform to ASTM C260 2. Any other admixtures must be approved in writing by the Owner prior to use. Chemical admixtures shall conform to ASTM C494. C. Aggregates: 1. Concrete aggregate shall conform to ASTM C33. 2. Fine aggregate shall consist of natural sand having clean, hard, strong, durable, uncoated grains. It shall be free from injurious amounts of dust, lumps, soft or flaky particles, shale, alkali, organic matter, or other deleterious substances. At least 95 percent of the fine aggregate shall pass through a No. 100 sieve. In addition, not more than 45 percent shall be retained between any two consecutive sieves. 3. Coarse aggregate shall consist of crushed stone or washed grovel having clean, hard, strong, durable, uncoated particles free from injurious amounts of soft or flaky pieces, alkali, organic matter, or other deleterious substances. Coarse aggregate shall be a maximum of 1 -1/2 inches, with at least 95 percent passing a 1 -1/2 inch sieve. Not more than 5 percent shall pass a No. 4 sieve. D. Water: Water used in mixing concrete shall be clean and free from Injurious amounts of oils, acids, alkali, silts, organic materials, or other substances that may be deleterious to concrete or steel. No water slid be added to batched concrete on the site. Any concrete that Me addition& water added on eke wi be refused E. Metal Reinforcement: 1. Reinforcing bars shall be deformed bars conforming to ASTM A615, Grade 6D. 2. Bars shall be held in place by 18 gauge or heavier annealed iron wire. 3. Welded wire boric shall conform to ASTM A185. It shall be 6 x 6 - W2.9 x W2.9 unless specified otherwise on the drawings. F. Non- Metallic Non - Shrink Grout: Pre- mixed, non - metallic, non - staining product containing selected silica sands, ASTM C150 Type I Portland cement, and shrinkage compensating agents. Acceptable grouts are Embeco by Master Builders and Five Star grout by U. S. Grout Corp. 002 MIX DESK © A. The minimum 28 -day compressive strength of concrete shell be 2,500 psi. No less than 6 bags (564 pounds) of cement shall be used in each cubic yard of concrete. The maximum water cement ratio shall not exceed 0.44 (5 gallons /bag of cement.) B. The concrete shall hove a maximum 4 slump when tested with a standard slump cone (ASTM C143). If the above concrete develops a consistency of difficult workability, then a superplesticizer admixture may be used when approved by the Owner. Do not add water to increase slump. C. All concrete to be finished including foundations, walks, pavement, curbs, and retaining walls shall be air- entrained. Entrained air in concrete shall be a minimum of 5% and a maximum of 7% by volume. The air content shall be measured at point of discharge into forms. Contractor shall submit a mix design for approval by Owner at least two weeks before concrete work begins. Design shall detail all constituents and gradation. The concrete shall conform to Standard Specification for Ready -Mixed Concrete (ASTII C94). E. Contractor shall assure the Owner that the concrete meets specifications by furnishing batch tickets when the concrete is delivered to the site. 109 MIXING AND PLACING CONCRETE; A. Mixing and placing concrete shall conform to Building Code Requirements for Reinforced Concrete (ACI. 318). B. Conveying: Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of materials. C. Depositing: 1. Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. Use chutes, bottom dump buckets, or other method approved by the Owner. Concrete shall not be spread horizontally using vibrating equipment. 2. The concreting shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between the bars. No concrete that has partially hardened or been contaminated by foreign materials shall be deposited in the structure, nor shall retempered concrete be used. 3. Once concrete work, has begun, it shall be carried on as a continuous operation until the placing of the panel or section is completed. 4. All concrete shall be thoroughly consolidated by suitable means during placement, and shall be thoroughly worked around the reinforcement and embedded fixtures and into the comers of the forms. D. Cold Weather Requirements: Follow requirements of ACI 306 and the following: 1. Adequate equipment shall be provided for heating the concrete materials and protecting the concrete during freezing or near - freezing weather. All concrete materials and all reinforcement, forms, fillers, and ground which contact the concrete shall be free from frost. No frozen materials or materials containing ice shall be used. 2. Concrete delivered in cold weather shall have the applicable minimum temperature as follows: Air Temperature Deg. Fahrenheit. 30 - 45 0 -30 Below Minimum Concrete Temperature Deg. Fahrenheit 60 65 70 3. Concrete shall be maintained above 50 degrees F and in a moisture condition for at lest the first seven (7) days after placing. 4. The maximum temperature of concrete produced with heated aggregates, heated water, or both, shall at no time during production or transportation exceed 90 degrees F. E. Hot Weather Requirements: 1. Follow requirements of ACI 305. 2. During hot wecther. steps shall be taken to reduce concrete temperature and water evaporation by proper attention to ingredients, production methods, handling, placing protection, and curing. The preferred protection is a covering of kreft paper (ASIA C171) for a period of twenty four hours after placing. 104 FORMWORK Forms for all contact faces shall be dreseed lumber or manufactured forms. They shall conform to the shape, lines and dimensions of the member as specified on the drawings. Forms shall be substantial and sufficiently fight to prevent leaks. They shall be properly braced or tied together to maintain position and shape. Prior to pouring the concrete, ali debris shall be removed from the formwork and the forms shall be wet down. No concrete shall be poured if the subgrade has water standing or is muddy. Forms shall be removed In such a manner as to ensure the complete safety of the structure. Where the structure as a whole is adequately supported, the forms may be removed after 24 hours provided the concrete is sufficiently strong to carry its own weight and all other construction loads which may occur. 1.05 REINFORCEMENT: A. Metal reinforcement shall be free from loose flaky rust, mud, oil, or other coatings which will adversely affect bonding capacity. B. Reinforcement shall be accurately placed and adequately supported by concrete masonry units or other approved spacers. Reinforcement shall be secured against displacement within tolerances as specified in Building code requirements for Reinforced Concrete (ACI 318). C. Welded wire fabric shall be installed in lengths as long as practical. The minimum overlap length measured between outermost cross wires of each fabric sheet shall not be less than one spacing of cross wires plus two inches. D. Splices in deformed reinforcing bars are not permitted unless approved by the Owner. E. When approved in writing by the Owter, synthetic polypropylene fibers may be substituted for welded wire fabric as reinforcement in all slabs on grade except approaches and the slab over the underground storage tanks. Acceptable manufacturers are Fibermesh or approved equal. Fibers shall be mixed per the manufacturers recommendations (approximately one pound to one and one -half pounds of fibers per cubic yard of concrete). 108 FOUNDATIONS; A. Exposed surfaces shall have a smooth finish. Exposed edges shall have e 1 inch chamfer. B. Foundation depths shall be increased if required by frost line conditions or local codes. Any additional depth requirements shall be approved by the Owner before pouring. C. The top of foundations shall be poured within an inch of the elevation shown on the drawings. D. Anchor Bolts: 1. The tolerance for horizontal alignment of anchor bolts shall be +/- 1/8. 2. The tolerance for vertical alignment of anchor bolts shall be Al- 1/8 out of plumb. 147 WALKS. PAVING. CURBS AND WALLS - A. The subgrade or base shall be sprinkled and thoroughly moistened prior to concrete placement. No concrete shall be poured if the subgrade has water standing or is muddy. B. Concrete shall be poured monolithically within limits of expansion joints shown on the drawings. C. All walks and paving shall be wood floated, wood troweled, and then lightly steel troweled to secure a semi - smooth surface. Surface shall then be broom finished to match approved sample. E. Exposed surfaces of curbs and retaining walls shall have a smooth finish. Remove fins and projections, patch defective areas with cement grout, and rub with carborundum brick and cement mortar to a smooth uniform texture. F. Concrete paving outside property lines shall be the thickness shown on drawings, except where stricter requirements are indicated by local building codes. Local building codes shall take precedence. to REPAR OF DEFECTIVE CONCRETE SURFACES: Do not patch defective concrete until examined and approved by the Owner. Where so approved, make repairs in accordance with detailed instructions given by Owner. to CONCRETE JOINTS; A. Contractor shall provide construction. expansion, and control joints as indicated or required. B. Construction joints shall be used whenever placing operations are interrupted. These joints shall be keyed and located so the strength and appearance of the structure is not impaired. C. Expansion joints shall be installed as indicated on the drawings. Flexible joint filler shall be a minimum of an inch thick preformed sponge rubber (ASTM01752) or approved equal. Joint filler shall extend full depth of the slab. D. Control joints shall be installed as indicated on the drawings. These joints shall be achieved by making construction joints or by sawcutting the concrete. The minimum depth of sawcut joints shall be one - fourth (1/4) of the slab depth plus 1 inch. Cutting shall be timed properly with the set of the concrete. It shall be started as soon as the concrete has hardened sufficiently to prevent aggregates from being dislodged by the saw, and shall be completed before shrinking stresses become sufficient to produce cracking. E. Where trenches cross existing concrete slabs, the Contractor shall sawcut the concrete to a sufficient depth so a straight, square edge is formed on both sides of the trench. New ono existing concrete shall be deeded together with #4 reinforcing bars at forty - eight inches on center (stagger each side of twenty four inches). 510 SURFACE TREATMENT: All concrete work shall receive two applications of a mixture of 50% boiled linseed oil and 50% mineral spirits. Each coat shall be applied at a rate of 400 square feet per gallon with a roller. A spray application is acceptable if overspray can be prevented. The first coat must be dry to the touch before the second coat is applied. KEY NOTES: 2 Q Chan g e Conet P81 Fram 4,000 to 2,500 P51 cr In e eectio 1.02. NO. REVISIONS ADAPT Engineering, Inc. 800 Ma Avenue South, Suite 403 Seattle, ar Waehingqinn 90134 TEL: 206- 654 -7045 FAX: 206- 654 -7048 ocvaim ADAPT MAIM EJO ''''T "' 4/28/97 e' 2/24/98 r zJzr .F<NRes fr•98 GENERAL • SPEC ()LAME ALL SITES 1998 2/24 DATE EJO JOB NUMBER : GENERAL DWN CKD J BRICK MASONRY PART 1 - GENERAL 1.01 DESCRPTION OF W; A. This section includes material specifications and installation requirements for non - load- bearing masonry walls in landscape areas. These walls are not intended to be retaining walls. A maximum grade difference of six inches across a wall is permissible. B. Work of Related sections: 1. Earthwork 2. Concrete PART 2 - PRODUCTS 2.01 nmos A. Clay and shale common brick shall conform to ASTM C62 except that brick absorption shall be between five and twenty -five grams of water absorbed in one minute by a dried brick set flat side down in 1/8 into of water. Bricks shall be Grade MW (medium weather). B. The Contractor shall submit a sample of five units for approval by Owner. 2.02 MORTAR: Mortar shall conform to ASTM C270, Type M. Mortar shall be composed of one part portend cement type 1 (ASTM C150), one part lime (ASTM C6), and six parts sand (ASTM C144). Mortar shall also contain waterproofing admixture. The admixture shall be one of the following.: 1. Hydratite Plus by W.R. Grace and Company 2. Omicron Martarproofing by Master Builders company 3. Hydrocide Power by Sonneborn Building Products, Inc. Mortar color shall be natural unless specified otherwise by the Owner. 2.03 REINFORCEMENT: Wall reinforcement shall be truss design, 8 gage welded steel wire with 0.8 ounce hot -dip zinc coating (after fabrication). Width of reinforcement shall be 1 -1/2 inches to 2 inches less than the wall thickness. The reinforcement shall be Dur -O -Kad or approved equal. PART S - EXECUTWNt 3.01 LAYING BRICK; A. Brickwork shall be supported by a concrete wall footing as indicated on the drawings. Design bearing pressure is 2000 psf. Contractor shall advise the Owner if the actual bearing pressure is less than 2000 psf. B. All brickwork shall be plumb, square, and true to dimensions. Two wythes brick walls shall be laid in a running bond with a top rowlock course. C. Brick shall be laid with shove joint in full mortar beds. 3/8 inch joints shall be finished with a concave pointing tool. This tool shall be applied in a manner which compacts setting mortar and forms a close continuous contact with the brick. D. Horizontal reinforcement shall be installed so the side rods are fully engaged in the mortar. Contractor shall install reinforcement every third course. E. All brick which requires cutting of fitting shall be cut accurately to size with a motorized carborundum or diamond saw. F. All brick shall be thoroughly wet before laying, but brick laid in freezing weather must be protected from the formation of ice. 3.02 CLEAtSSG UP A. Major spatter and droppings shall be removed from exposed surfnces as the work proceeds. B. Upon completion, all exposed masonry shall be thoroughly cleaned with stiff brushes and water. in extreme cases, a dilute solution of muriatic acid may be used for cleaning brickwork, but it shall be preceded and followed by a copious bath of fresh clean water. ASPHALT PAVING PART 1- GENERAL 1.01 DEFINITIONS: A. Asphalt Surface Course: The top course of an asphalt pavement, sometimes called an asphalt wearing course. 8. Asphalt Intermediate Course: The course located between a base course and an asphalt surface course. The intermediate course is sometimes called a binder course. C. Base Course: The layer of material immediately beneath the intermediate course. t02 DESIGN THICKNESS FOR PAVEMENTS Surface Course = 1 -1/2 Intermediate Course = 2 Base Course = 6 Total 9-1/2. If state requirements vary from this specification, then state codes shall take precedence for approaches in the right -of -way. PART 2 - PRODUCTS 2.01 BASE COURSE A. The aggregate shall be clean, tough, durable crushed limestone or crushed air - cooled blast furnace slag from a minimum size not less than one (1) inch to the maximum size not more than two (2) inches, with a sieve analysis tolerance of ten(10) per cent on both maximum and minimum sizes. Aggregate shall weigh not less than 90 pounds per cubic foot for limestone and 70 pounds per cubic foot for crushed slag when shaken to refusal. B. The screenings shall consist of the same materials as specified above for coarse material, free from dirt or other foreign substances. This material shall not exceed a maximum size of one -half (1/2) inch and Al smaller sizes down to and including dust. 2.02 ASPHALT INTERMEDIATE COURSE; The appropriate hot -mix designation for each state is specified in the chart at the end of this specification. 203 ASPHALT SURFACE COURSE The appropriate not -mix designation for each state is specified in the chart at the end of this specification. 2.04 TACK COAT, The tack coat shall consist of one part water to one part SS- 1asphalt emulsion. It shall be applied at a rate of 0.05 to 0.15 gallons per square yard. 2,05 TRAFFIC MARKING PANT- Glidden Traffic Zone Point, Sherwin- Williams Pro -Mar series B36, or approved equal. Color shall be selected by Owner. PART 3 - EXECUTION A01 EQUIPMENT; Equipment used that be of the type, size. weight and shape best suited to obtain uniformity, density and shaping as required by the plans and specifications. 8.02 WEATHPA LUFATIONS; No paving shall be installed when the temperature is below 50 F or when the surfaces contain frost or an excess of. moisture. SAS - PREPARA11Ck A. The subgrade shall be properly prepared and rolled over the full width with a roller of suitable weight (preferably: a three -wheel roller weighing 10 tons) before placing the base course.. Check' for unstable areas and areas requiring additional material and compaction. Replace unacceptable areas with new material as specified in Earthwork Specifications. B. When abutting existing paving, a joint shall be cut to a sufficient depth so a straight, square edge is formed. C. When a very wet, unstable subgrade condition exists, a geotextile fabric should be placed on the subgrade before installing the aggregate base. The Contractor shall obtain written approval from the Owner before proceeding with this work. The cost to furnish and install the geotextile fabric snail be listed as a separate item in the Contractors bid. This fabric performs a separation function by preventing fines from pumping up into the aggregate base. Fabric panels shall overlap a minimum of two feet. Acceptable nonwoven, fabrics include Typar 3401, Trevira S1114, Supac 5NP, or approved equal. 3,04 BASE COME' The coarse aggregateof the base course shall be spread evenly upon the prepared subgrade in sufficient quantity to farm a compacted depth of six (6) inches. This course shot be rolled with a three -wheel power roller weighing not less than ten (10) tons. Rolling shall continue until the stone is locked and does not creep or wave ahead of the wheels. Sufficient screenings shall then be applied to completely fill the voids and the base course again rolled, adding screenings as required. Rolling shall continue and additional screening shall be applied where necessary until the coarse material is well bonded and firmly set to produce a rough granular surface. 3.06 TACK COAT; If the asphalt intermediate course has been used by traffic and is in a worn condition, then it shall be cleaned and coated with a tack coat before applying the asphalt surface course. 3.06 ASPHALT CONCRETE COURSES; The prepared base course shall be cleaned of all foreign substances before applying the asphalt concrete courses. Before starting to roll the pavement, the roller wheel should be well swabbed with a mixture of one -half kerosene or fuel oil, and one -half water. Each premixed asphalt concrete course shall be spread to a uniform loose -fill thickness and rolled with a 10 -ton, three - wheel power roller. The finished surface shali be uniform, free from ruts or irregularities in contour, and true to the established grade. It must present a smooth riding surface. 3.07 QUALITY ASSURANCE: A. The pavement surface shall be constructed such that adequate drainage is achieved: The Contractor shall upon completion of each section of paving, make a water test for drainage at the discretion of the Owner. Any portion where water stands shall be reworked even to the point of replacement so that it drains properly to the satisfaction of the Owner. B. The surface of the completed work, when tested with a ten -foot straightedge, shall not contain irregularities in excess of inch. Defective paving shall be replaced. ass MARKING PAVEMENT: Clean surface to remove loose material and di. Apply 4 -inch wide paint stripes with mechanical equipment to produce uniform straight edges. Apply 2 coats at manufacturers recommended rates. 3.09 PROTECTION: Protect exposed finished surfaces adjacent to paving work from becoming disfigured during application of paving materials and from physical damage resulting from contact with paving equipment. Surfaces damaged during the course of this work shall be cleaned, repaired or replaced by the Contractor at no additional expense to the Owner. Provide temporary barricades to keep traffic off of completed paving work. Barricades shall be left in place a minimum of three days after paving work is completed. Immediately prior to turning over to owner, remove all trash, temporary wood forms, and other debris. Dispose of all excess material and rake entire area smooth and clean. FIGURE I STATE MIX OFSIGNATIONS STATE Alabama California Florida Georgia Kentucky Maine Massachusetts Michigan Mississippi New Hampshire New Jersey North Carolina Ohio Oregon Pennsylvania South Carolina Tennessee Virginia Washington West Virginia PART 1 - OEHFAAL 1.01 DESORPTION OF WORK: ASPHALT SURFACE COURSE DESIGNATION Mix C Type B S -II or Modified III Type F 402 Grading C I -i 1100T - 20AA SC - 1B Type F - 5 I -1 404 Class C ID -2A 403 (Type 2) 411 -D S - 4 Class B 401 ASPHALT INTERMEDIATE COURSE DESIGNATION Mix A Type A S -III 8 Modified 403 Grading A 1 -1 700 - 200 B - 1 Type B I - 2 HB 301 Class 8 ID -2A 311 (Type 1) 307 -8 - 2 Class E 401 A. Sewer system includes, but is not limited to , pipe, fittings and drainage structures for storm and sanitary sewers. B. Work of other Related Sections: 1. Earthwork 2. Concrete PART 2 - PRODUCTS 2.01 - MATERIALS A. General: 1. Sewers shall be poly vinyl chloride pipe unless specified otherwise on the drawings or by local codes. 2. Furnish ells, tees, wyes, couplings, end caps, and other fittings of the same type and class of materials as the pipe. 3. Drainage structures such as catch basins and trench drains are specified on the drawings. B. Poly Vinyl Chloride Pipe: ASTM D3034. Standard dimension ratio (SDR) shall not exceed 35. Joints shall be bell and spigot type with neoprene rubber gaskets conforming to ASTM D3212. C. Cast Iron Soil Pipe: ASTM A74. Joints shall be bell and spigot type with neoprene rubber gaskets conforming to ASTM 0564. Furnish service weight pipe. If local requirements vary from this specification, then the more stringent shall apply. D. Reinforced Concrete Pipe: ASTM C76, Class III. Joints shall be modified tongue and groove type with rubber gaskets complying with ASTM C443. E. Nonreinforced concrete Pipe: ASTM 014, Class 2. Joints shall be modified tongue and groove type with rubber gaskets complying with ASTM C443. PART 3 - EXECUTION 3.01 PPE PREPARATION AND HANDLN( A. Inspect all pipe and fittings prior to lowering into trench to ensure no cracked, broken, or otherwise defective materials ore being used. Clean ends of pipe thoroughly. remove foreign matter and dirt from inside of pipe and keep clean during and after laying. B. Use proper implements, tools, and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 3.02 INSTALLATION OF PPE AND FITTINGS; A. Install pipe and fittings in accordance with governing authorities having jurisdiction. except where more stringent requirements are indicated in the contract documents. B. Start pipe laying by proceeding upgrade with spigot ends pointing in direction of flow. Lay pipes uniformly to line and grade so that finished sewer will present a uniform bore. All changes of directions shall be made by use of proper fittings or manholes. No joint deflection allowed. Install ail sewers at uniform grade between manholes and other drainage structures unless shown otherwise. C. Check pipe for alignment and grade after joint hoe been made. Ensure pipe bedding forms o continuous and uniform support for the pipe barrel between joints. Apply sufficient pressure in making the joint to assure the joint is seated as defined in manufacturers standard installation instructions. Place sufficient pipe cover material to secure pipe from movement before next joint is installed to assure proper pipe alignment and joint makeup. 0. Prevent excavated or other foreign material from getting into the pipe during the laying operation. Close and block the open end of the last laid section of pipe to prevent entry of foreign material or creep of the gasketed joints when laying operations are not in progress. Also close off pipes which are stubbed off for catch basin construction or other drainage structures. E. Employ such means as well pointing, ditching, pumping, or bailing to prevent water from entering the trench during the laying operation and allow for proper construction of the backfill in pipe zone. Do not lay pipe in water. F. Clear dirt and other superfluous material from the interior of sewers as the work progresses. Maintain a swab or drag in the line and pull past each joint as it is completed. COMPRESSED AIR AND POTABLE WATER PART 1 - GENERAL 1.01 DESORPTION OF WORK: A. This section includes material specifications and installation requirements for compressed air and potable water systems. B. Work of Other Related Sections: Earthwork. PART 2 - PRODUCTS 2.01 GENERAL: A. All piping material shall be new and free of defects and shall be subject to standard mill test before being shipped. B. All pipe and fittings shall be equal to or better than the grade specified. C. Pipe shall be labeled. Fittings sod valves shall have the manufacturers name or trademark legibly raised or cut into each piece. 202 COMPRESSED Ad A. Pipe: seamless Steel. schedule 40, ASTM Al20, hot- dipped galvanized per ASTM A153. B. Fittings: Threaded, malleable iron. Class 150, ANSI 816.3, hot - dipped galvanized per ASTM A153. C. Joints: Threaded 2.08 POTABLE WATER: A. Pipe: copper tube, seamless, type K, soft temper, ASTM 888. B. Fittings: Wrought copper, solder type, ANSI 16.22. C. Joints: Soldered, 95 -5 tin - antimony solder. PART 3 - EXECUTION 3.01 Open ends of pipes shall be properly sealed at all times to keep dirt and other foreign matter out of the piping. Plugs shall be commercially manufactured products. 3.02 All pipe shall be cut off even and reamed full bore. 3.03 Threaded Pipe Joints: threads shall be cut smooth, true and full standard size. Cut threads so no more than three threads remain exposed after the joint is made. Ream all pipe ends after cutting and clean before installation. Use a non - hardening, Teflon -based thread sealant applied to the male threads. Teflon tape is not acceptable. 3.04 Soldered Pipe Joints: Remove all slivers and burrs remaining from the tube cut by reaming and filing both pipe surfaces. Clean fitting and tube with emery cloth. Remove residue from the cleaning operation, apply flux, and assemble joint. Solder shall fill the joints by capillary action. Solder shall cover the joint periphery. Wipe joints clean. 3.05 Above ground pipe shall be supported every four (4) feet and at all changes in direction. Underground pipe shall be continuously supported. 3.06 All piping systems shall be cleaned and flushed out prior to operation. 3.07 No port of the work shall be covered until it is inspected, tested, an : approved. Testing shall comply with all governing state and local codes. 3.08 Potable water system shell be hydrostatically tested at line pressure for a duration of one hour. 3.09 Compressed air system shall be pneumatically tested with air at 200 psig for a duration of one hour. The Contractor shall gradually increase the pressure to not more than one quarter of the test pressure, then the pressure shall be increased in steps of approximately one -tenth of the test pressure until the required 200 psig is reached. All joints shall be examined with a soap and water solution. Equipment and in -line devices such as the regulator and fill valve shall be protected from the high test pressure. KEY NOTES: ALL SITES ADAPT Engineering, Inc. 800 Maynard Avenue South, Suite 4a3 Seattle, WashM 98134 TEL: 206- 654 -7045 FAX: 206- 654 -7048 JOB NUMBER • GENERAL GENERAL SPECIFICATIONS ELECTRICAL PART 1 - I3ENERAL 1.01 STANDARDS; The standard electrical service shall be three phase 120/206 volt (4- wire). Wild Leg delta systems are not permitted. Single phase 120/240 volt (3 wire) systems may be used only if 120/208 volt, three phase service is not available. This work shall meet the standards set forth in recognized codes and standards including but not limited to The National Electrical Code (NEC) and Occupational Safety and Health At (OSHA). L02 ELECTRICAL 8Y8TEM DENTW CATION: A. Conduit systems: Provide adequate marking of major conduit which is exposed or concealed in accessible spaces, to distinguish each run as either a power or signal /communication conduit. Provide self- adhesive or snap -on type plastic or metallic markers. Locate markers at ends of conduit runs. B. Underground Cable Identification: By a continuous bright - colored plastic ribbon cable marker with each underground cable (or group of cables). Locate each directly over cables, 6 inches to 8 inches below finished grade. C. Coble /Conductor Identification: coordinate a uniform and consistent scheme of color identification throughout the building system. On large conductors, secure identification by means of painted color banding or plastic tape. 1. Color scheme for branch circuits shall be as follows: 120/208 Volt Phase ABIo k Phase aged Phase (Sue Neutra crane white Green 1.03 SITE CONDUIT ROUTNNQ. BURIAL DEPTH AND BPACNQ A. All underground site conduit shall be buried a minimum of 24 below finished grade. Right angle sweep elbows must be used at the base of each riser - no gradual rise of conduits to surface grade is permitted. Minimum conduit size shall he . 1.04 CUTTNG AND PATCHING; A. Cutting and patching of other work to accommodate the installation of electrical work is permitted. See Concrete or Asphalt Concrete Paving Specifications for pavement repairs. Except as individually authorized by the Owner, cutting and patching of electrical work to accommodate the installation of other work is not permitted. 8. F ing ❑ finishing the building floor of conduit chase is required after installing co ming conduits. t05 BRANCH OUR WRNfi A. Each 120 volt branch circuit must have its own neutral return conductor - no split neutrals permitted. toe TEMPORARY POWER A. The General Contractor shall be responsible for installing the temporary electric supply for use during construction. The use of the supply will be made available to the Building /Canopy Erector and any other contractor working at the site. The Owner will be responsible for the electricity costs incurred during construction. PART 2 - PRODUCTS 2.01 CONDUIT A. For each electrical raceway system indicated, provide a complete assembly of conduit with fittings, including, but not necessarily limited to, connectors, nipples, couplings, expansion fittings, bushings, lockouts, other components and accessories as needed to form a complete system of the type indicated, and as required by the NEC. B. All conduit shall be heavy wall galvanized steel except as noted otherwise on the drawings. Plastic conduit (PVC) is not acceptable. Separate conduits shall be used for data and power wiring. All conduit shall be corked or capped prior to complete installation to prevent any foreign matter from obstructing the conduit. All wiring and fittings shall he Class 1, Group D, as required by code. All required seal -off fittings shall be installed, and seal shall be poured after testing procedures ore complete. C. Conduit runs exceeding 25 feet in length shall be equipped with suitable wire insert to enable the pulling of a fish tape for additional wiring. D. Drains shall be installed at the bottom of vertical conduit runs exceeding 10 feet in length. E. All conduit shall be rigidly supported from structural members with malleable iron conduit clamps, not to exceed 8 feet on center. All thread is not acceptable for mounting, use U -bolts instead. F. Provide conduit and fittings as indicated. 1. Rigid Steel Conduit: ANSI C80.1. hot - dipped galvanized. 2. Rigid Steel Conduit Fittings: ANSI C80.4. Flexible Metal Conduit - 1. Liquid -tight Flexible Metal Conduit: Liquid -tight flexible metal conduit comprised of single strip, continuous, flexible, interlocked, double - wrapped steel, galvanized inside and outside; forming smooth internal wiring channel; with liquid -tight jacket of flexible PVC. 2. Liquid -tight Flexible Metal Conduit Fittings: Liquid- tight, zinc - coated steel. Provide fittings by Crouse - Hinds, Appleton or equal. Fittings shall have rubber or Neoprene gaskets where installed in damp areas. Fittings installed in hazardous area shall comply with NEC and UL 886. 202 BOXES AND PANELBOARDB; A. General: Provide electrical materials and components fora complete assembly as supplied by Crouse- Hinds, Appleton, Square D, or equal. B. Interior Outlet Boxes: Provide galvanized steel Interior outlet wiring boxes, of the type, shape, and size, including depth of box to suit each respective location and installation; constructed with screws for securing box covers or wiring devices. Provide gang boxes where devices are shown to be grouped. 1. Type for Various Locations: a. General: Furnish boxes to suit the use by taking into account space available, appearance, and Code requirements. b. Surface: Type FS or FD box with surface cover. D 2. Interior Outlet Box Accessories: Provide outlet box accessories as required for each installation, compatible with outlet boxes being used and meeting requirements of individual wiring situations. C. Weatherproof Outlet Boxes: Provide hot dipped galvanized cast -iron weatherproof outlet wiring boxes, of the type, shape, and size, including depth of box, with threaded conduit ends, Lexan fiberglass reinforced coverplate with spring - hinged waterproof- caps suitably configured for each application, including face plate gasket and corrosion- resistant fasteners. If the outlet box is located in a hazardous area, those requirements take precedent. D. Junction and Pull Boxes: Provided junction and pull boxes, with screw -ei. covers, of the type, shape, and size, to suit each respective location and installation. E. Conduit Bodies: Provide galvanized cast -metal conduit bodies, of the type, shape, and size, to suit each respective location and installation, constructed with threaded conduit ends, removable cover, and corrosion - resistant screws. Bushings, Knockout Closures,. and Lockouts: Provide corrosion- resistant punched - steel baz knockout closures, conduit lockouts, and insulated conduit bushings of the type and size to suit each respective use and installation. G. Explosion- Proof: Provide conduit. boxes, bodies, and seals as required to conform to the application sections of NEC for the type of hazardous location as defined by NEC. Components shall comply with UL Standard 886. H. Panelboards: Provide Square D panelboards as required. Choose the appropriate plug-In breakers for the functions that they are required to power from the selection of Square 0 products. If rotating equipment Is supplied from the panelboord, the breaker toggle must be capable of securing the breaker in the off position using a common padlock. The panelboord shall have a typed circuit directory per NEC. F. 2.04 CABLE.. Wes. AND CONNECTORS; A. Wire and Cable: Provide factory - fabricated wire and cable of the size, rating, material, and type as Indicated for each use, as specified or otherwise indicated. Wires and Cables shall be pulled into their conduits using a lubricant per manufacturers recommendations. No oil or grease shall be used for this purpose. If no manufacturers recommendation is made. use Flaxsoap or owner approved equal. B. Conductors: Provide soft or annealed copper wires meeting, before stranding, the requirements of ASTM 8 -3, Standard Specification for Soft or Annealed Copper Wire for Electrical Purposes, latest edition. 1. Conductors for power and control wiring shall be stranded copper. No aluminum or copper clad aluminum wiring le permitted.. 2. The minimum size for power wiring is #12 AWG unless stated otherwise on the drawings. C. Insulation: Insulation shall meet or exceed the requirements of UL 83, Standard for Thermoplastic Insulated Wires. 1. Insulation for conductors sized No. 18 AWG through No.16 AWG shall be UL Type TFFN gasoline and oil resistant and be so marked. 2. Insulation for conductors sized .No.14 AWG through No. 8 AWG shall be UL Type THHN /THWN gasoline and oil resistant and be so marked. 3. All wiring inside lighting fixtures shall be temperature rated per the NEC. D. Connectors for Building Wire and Cable: Provide factory - fabricated, metal connectors of the size, rating, material, type, and class required for each use. 1. Terminal lugs are to be used whenever possible. Connections for conductors up to a maximum of one No.6 AWG wire with two No.8 AWG wires may use twist - on pressure connectors of required size. Luq /bolt, connections are required for all conductors larger than #6 AWG. 2. All motor leads, #10 AWG are larger, shall be connected using pressure fitted lugs and bolted. 3. Splices are not permitted in feeders, motor leads, or communication /data wiring. 4. The use of terminal strips for wiring connections is encouraged except when in conflict with #.3 above. 2.08 ORCINDNe: Ground all equipment and devices as shown in the drawings, and as required by the National electrical Code (NEC), the local electrical inspection department, and The Power Company. It is recommended that the grounding system incorporate incoming copper water lines, if available, in addition to a 5/8 x 100 grounding rod. Approved pressure connectors or Cad Welds shall be used to connect ground wires to rods. Do not use oil, gas, or steam lines as the grounding system. 2.08 SAFETY AND DIBCOMIECT SWITCHES; A. General: Provide heavy -duty type, dead - front, sheet steel - enclosed, surface- mounted-safety switches of the type and size indicated. Safety switches shall be rated for the voltage of the circuit in which they are installed. Safety switches used as motor disconnects shall be horsepower rated for the motor served. Switches shall be quick -make, quick -break type with externally operable, indicating, and lockable handle. Marked for purpose and failsafe. Safety and disconnect switches shall be as manufactured by General Electric, Square D, Westinghouse or approved equal. B. Fusing: Fuse clips shall be positive pressure rejection -type fuse dips suitable for use with UL Class R fuses. Sussman dual element, current - limiting, time delay, Class RK -1 shall be used. C. PT 8 Disconnect switches for dispensers and pumps shall hove the ability to break all conductors, including the neutral (PT 8 dispenser disconnect). 207 LIGHTING FDCTURES; A. General: Provide lighting fixtures, of the size, type, and rating indicated, complete with , but not necessarily limited to, lamps, lampholders, reflectors, ballasts, starters, and wiring. B. Ballast - Fluorescent: Provide low noise, high power factor, rapid start, Class P, thermally protected, encased, and potted ballasts. Use ballasts for exterior or indoor non- conditioned spaces with a C sound rating and a OF temperature rating. 2.O8 EQUIPMENT FOR CLASSIFIED AREAS; A. In accordance with Article 500 of the NEC and following the recommendations set forth in American Petroleum Institute Standards API -RP -500 and API -RP -540. All material and equipment shall be suitable for use in the classified area in which it is installed. B. Owners Representative is the final arbitrator of all questions regarding area classifications. 2.09 My electronic work shall require the installing technician to wear a ground strap. PART 3 - EXECUTION AND TESTING: 8.01 8IBTALLANION AND TESTING. A. General: Install electrical systems as shown, in accordance with the manufacturers written instructions, the applicable codes and regulations and owners instructions. B. Conductor tests: Megger tests on insulation shall be made on the circuits before seals are poured. The Test is mandatory for incoming service conductors and motor leads to submerged pumps. The resistance between conductors and between all conductors and ground shall not be less the ten (10) megohms for all circuits less than 600 volts. Test ground conductors for continuity. NOTE: Megger tests must not be performed after wires have been connected to a piece of equipment or terminal strip due to possible damage to the equipment. C. Equipment Tests: Operational tests shall be performed an all electrical equipment to prove satisfactory performance. This shall include mechanical and electrical operation from all control points and operation of relays and all safety device. PART 4 - ELECTRICAL WORK CLOSEOUT: A. All site electrical systems must have passed functional testing and be full operable. B. All site electrical systems must pass inspection by the local approving authorities. C. All buried site power and control subsystems must have passed appropriate conductor meager testing. D. All electrical panelboards must have type written schedules that accurately identify breakers by function and panel position. E. All conduits and conductors must be properly tag identified. F. All unterminated electrical work provided by this contract intended for interface with another contractors must be properly secured. G. All appropriate conduit seals for hazardous locations must be poured. H. All spare conduits shall have a pull wire installed and shall be capped on both ends. i. All electrical systems must pass the inspection of the owners representative. J. All electrical as built drawings must be in the possession of the owners representative. EXTERIOR PAINTING 1.01 MATERIALS: All paint materials shall be delivered to the job in the manufacturers original container and bearing its label. Acceptable manufacturers for all materials are Sherwin - Williams, or approved equal. tO2 PROTECTION. Contractor shall protect all surfaces which do not require painting. Special protection shall be provided when painting adjacent to it such as Underwriters labels. hardware, and light fixtures. Surfaces damaged during the course of this work shall be cleaned, repaired or replaced by the Contractor at no additional expense to the Owner. 1.03 PREPARATION: All surfaces shall be free of dirt, grease, Al, concrete spatter, and any foreign matter which would adversely affect the finished appearance or protective properties of the paint applied. Bare metal surfaces shall be hand tool cleaned with scrapers and wire brushes and solvent cleaned. Shop primer coats which have been marred shall be wire brushed to bare metal and reprimed. Surfaces shall also be free of moisture before applying point. 1.04 APPLICATION: A. All materials shall be brushed or rolled in even, thorough coots without runs, sags or blemishes by skilled craftsmen. Spray application is not permitted. Paint shall be applied when the ambient or surface temperature is between 45 degrees F and 90 degrees For as specified by the manufacturer. All coats shall be thoroughly dry before applying succeeding coats. B. Ali finish paints shall be applied only with the specific prime coat(s) recommended by the manufacturers. Do not thin, alter, or substitute materials unless approved by Owner. All work shall receive a full prime and two (2) finish coats. For surfaces previously painted with urethane paint, the field prime coat may be omitted and two finish coats shall be applied. C. When painting tank manholes for fill, vapor recovery, and monitor wells, the surrounding 3 of concrete slab shall also be painted to match the color of the manhole. 1.05 CLEAN UP: Upon completion, Contractor shall remove all excess contractor - purchased materials, equipment, tools, and all debris due to his work from the premises. All areas shall be left broom clean. Unused paint (furnished by the Owner) shall be returned to the Owner. N0. KEY NOTES: REVISIONS ADdPT Engineering, Inc. sop nfa Avenue Sam, sate 403 Seattle, Washington 98734 TEL 206- 654 -7045 FAX: 206- 654 -7048 orsoen ADaPT DRAW EJO or auwxe Ma NT -03 -03 START DATE 4/26/97 fIRSH ME 2/28/98 tmwIURS Q Luba ALL SITES ,es g.G.9S GENERAL SPE, �mr c DATE JOB NUMBER : GENERAL DWN CKD 5 21 4 TYPICAL BASIN (STANDARD) BUILDING CORNER BOLLARDS SIDE VIEW SCALE: 15 SECTION HIGHWAY GUARD RAIL NTS 12 GAUGE GALVANIZED METAL GUARD RAIL BOLTED TO METAL POSTS PER STATE DEPARTMENT OF TRANSPORTATION SPECS FIN. GRADE STANDARD GUARD RAIL POSTS W6 X 8.5 X 5-9" LONG 12' -6" MAXIMUM INSTALL WHITE PVC CAP 4 "0 SCHEDULE 80 PIPE, PAINT 0 -LUBE GREEN TOP OF FINISH GRADE HANDICAP PARMNO SGN. gE OETAd A001£ GRADE SCALE: NTS SET IN CONCRETE FULLY ROLLED ENDS - - J TOP VIEW STANDARD HANDICAPPED PARKING SCALE NTS 18 SPEGFlGTION: UNRS4Y CONCRETE mamas CO., INC. STAN6IRD GTCN Va N1TV1 ROUND KNOCKOUES 24' 32' 6'. 12', 18', OR 24' 8 SECTION OF BUILDING WALK STATES AL, FL, GA, MS NC, SC, TN ALL OTHERS 3 "RIGID BOARD STYROFOAM UNDER WALK NO NO YES SEE SITE PLAN WWF 6X6- W2.9XW2.9 — 4 "CONC. WALK SLOPE 1/4" ' 1/2 PER FOOT 22 TABLE 1 VARIES SEE PLOT PLAN FIN. GRADE ASPHALTIC EXPANSION JOINT F ABUTTING CONCRETE FIN. GRADE ASPHALTIC EXPANSION JOINT IF ABUTTING CONCRETE BACKFLOW PREVENTER 1 /2 "R. SEE IRRIGATION PLAN FOR OTHER DETAILS SIDE VIEW PLAN VIEW NTS 2 24" X 18' CATCH BASIN DETAIL (OPTIONAL) 2, SEE SITE PLAN SCALE: N TS BLDG. STYROFOAM SEE TABLE 1 ABOVE SEE TABLE 1 ABOVE NTS PROTECTIVE 7 ENCLOSURE FEBCO BACKFLOW PREVENTER MODEL #825Y SCALE TRENCH DRAIN DETAIL (IF NECESSARY) NTS SPECIFICATION: GENERAL CONTRACTOR TO INSTALL ACO CHANNEL DRAIN INLET GRATE IN THE LOCATION AND LENGTH SPECIFIED UPON THE SITE PLAN AS TRENCH ORAIN. RIBBON SLOPE OF PIPE IS 1/4 PER FOOT. FINISH GRADE --, 6"x 6'x 12' SOLID CONCRETE BLOCK 4 - THICK CONCRETE WALL 6TNTERIOR DIAMETER PVC PIPE FOR NORM REGION. 109NT. DIA TO SOUTH USED IN THE SOUTH REGION. 8 CONCRETE SLAB BLDG SECTION 24" CURB INLET 7 I STANDARD 8' X 18° VERTICAL CURB ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE. 1/2" RADIUS TOP SOIL 8 STANDARD EXTRUDED CONC. CURB SCALE: NTS U 0 SECTION 23 I THAIN LINK FENCE OPENING SIDE ELEVATION 10" 1 / 4 „ / WWF 6X6X2.9X2.9 R. CONCRETE SLAB WWF 6X6- W2.9XW2.9 NEENAH R- 3246 -G OR ENGINEER APPROVED OR EQUAL TOP OF PAVEMENT CONCRETE SLAB ANCHOR BARS STANDARD 2' -0" O.C. SPACING (OPTIONAL) ANCHOR BARS STANDARD 2' -0" O.C. SPACING (# 3 REBAR ANCHORS) /) LCOMPACTED 1:3 SLOPE GRANULAR BACKFILL 12 -0' 6" THICK CONCRETE w./ 6X6 -W2.9 x /2'p HAR 3 1/2' LONG P TO HANG U BOLT 3/4' I.D. X 13 GA, ROUND MECH. TUBE 1 /4" TOOLED JOINT 0.1 D GRATING ASPHALT DRIVE (SEE DETAIL) OR WWF 6X6X2.9X2.9 INSTALL EXPANSION JOINTS 20' 0.C. KEY MATERIAL STAIN LIGHT GRAY ALL FOUR SIDES SCALE NTS END RUNOFF 17 SECTION KEYED CONSTRUCTION JOINT RUBBISH ENCLOSURE AND GATE DETAIL BOLT1/2' 0 BENT BAR 1 1/2 X 1 1/2 X 11 GA SQUARE MECH. TUBE PLAN VIEW NTS 9 CRUSHED STONE AGGREGATE - ,,,,, • CRUSHED STONE T AGGREGATE 1 10 I CONCRETE & ASPHALT DRIVE PATCH ASPHALT DRE(SEE DETAIL COIVNC5ETE D DRIVE R WWF 6X6X2.9X2.9 TOP OF CURB SECTION H -B 1/4' 4' -0' CAP PLAT 18" -I NTS SECTION 24' CURB AND GUTTER 1.• 24' t /2'R. WWF 6X6- W2.9XW2.9 TOOLED CONTROL JOINT (PREFERRED) USE "KRAFT TOOL CO.' EXTRA DEEP BIT BRONZE GROOVER # CF -317 (OR APPROVED EQUAL) - 2" - CONC. SLAB 1/4 D + 1/4" WWF 6X6- W2.9XW2.9 SAWN CONTROL JOINT (ALTERNATE) SCALE: NTS FRAME 1 1 /2 "SQ. TUBE SPACER 1 1 /2 "SQ. TUBE RD. SLIDE 3 /4 "RD. TUBE SECTION C - C TYPICAL YARD DRAIN SECTION SAWCUT 24 FACE OF CURB BOLT SECTION C -C ASPHALTIC EXPANSION JOINT w. /TOOLED /8" 25 1/2" SQ. 1/8" CONC. EDGE. GRATING SLAB SLOPES 1/2' TO GUTTER, OR CONTRACTOR TO SLOPE AS A APPROPRIATE. 5 -t /2' F HEAVY DUTY GRATING AND FRAME SHALL BE EQUAL TO NEENAH FOUNDRY CO. TYPE R- 3339 -A WITH TOP FLANGE FRAME SCALE: N TS TOP OF ASPHALT PAVEMENT ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE CONCRETE WWF 6X6X2.9X2.9 18 (SECTION CONTROL JOINT IN CONCRETE. SLAB CONC. SLAB SCALE NTS SCALE NTS PLAN VIEW FRAME 1 1 /2'SQ. TUBE SPACER 1 1/2 "S0. TUBE RD. SLIDE 3 /4 "RD. TUBE 11 12 19 RUBBISH ENCLOSURE AND GATE DETAIL (OPTIONAL) STANDARD SPLIT FACE CMU BLOCK ENCLOSURE ASPHALTIC EXPANSION JOINT 6" CONC. SLAB COMPACTED GRANULAR BACKFILL © CRUSHED SURFACING BASE COURSE. 0.65' DEPTH DRILL C4) 3/4 "x 5 /8' DIA, HOLES C2) EACH FOR OPEN POSITION 4 CLOSED POSITION OF GATES, ASPHALT OR CONC. PAVEMENT CONC. CATCH BASIN FIELD BUILT OR PRECAST • NTS 4 1 24' SECOND FIXTURE, IF REQUIRED, IS SHOWN ON PLOT PLAN ELEVATION OWNER FURNISHED REF. REM 06CRIPRM LS M00EL 5508 FINISH STREET - PROPERTY LINE SEE SITE PLAN FOR PITCH AND FINISH GRADES 8 "CONC. SLAB MATERIALS 1' -01' L6" STREET CURB WWF 6X6- W2.9XW2.9 SECTION CONCRETE APPROACH & ASPHALT DRIVE FINISH STREET ASPHALT DRIVE PROPERTY LINE SEE SITE PLAN FOR PITCH AND FINISH GRADES 8 "CONC. SLAB STANDARD ASPHALT CONCRETE PAVING SECTION EXISTING ASPHALT SAWCUT LINE 10 NEW ASPHALT CONCRETE PAVEMENT CLASS B. 0.35 DEPTH WEARING 0.20 LEVELING3 1 1/2 X 1 1/2 X 11 GA. SQUARE MECH. TUBE SECTION B -B 1' -01 6" STREET CURB WWF 6X6- W2.9XW2.9 COMPACTED GRANULAR BACKFILL SCALE: NTS INSTALL NEW ASPHALT CONCRETE PAVEMENT CLASS B 10 INSTALL NEW CRUSHED SURFACING BASE COURSE O 6' 3/1 GUSSET 4 1/2 X 4 1/2 X 3/16' SQUARE MECH. TUBE SECTION D- 1 /4' CAP PLAT SECTION A -A 24' HIGH YARD LIGHT DETAIL (OPTIONAL, SEE PLOT PLAN) 20 2 -2 3 > tO CONC.CURB NOTE: FACE OF i'A.RD LIGHT POLE SHALL BE LOCATED 3` -0 "MIN. FROM OUTSIDE FACE OF LANDSCAPE CURB. - Si1G- T S- PLT -SBC -COP 5 SON 000 WATT LS MOOD_ GBL -FP- 1000- SMV- CT- 120V-PLT FIXTURE 1-3 (4) 3/4'• X 4' -0' LONG ANCHOR BOLTS WITH fi'La THREADED PRIN. SCALE SECTION CONCRETE APPROACH & CONCRETE DRIVE NTS SCALE NTS WNER FURNISHED MATERIALS REM CESCM PnaX ADMIRAL RAG M MG POLE 1. INSTALL NEW 10' X 12' CMU BLOCK RUBBISH ENCLOSURE WITH 7' -6" HIGH WALLS. 2. INSTALL (4) NEW 4 "0 STEEL BOLLARDS, 7' LONG, 3' BURIAL DEPTH, FILLED WITH CONCRETE, PAINTED BLACK. 3. STANDARD 8" SPLIT FACE CMU BLOCK TO MATCH BUILDING. RAG POLE FOUNGATICN TUBE ASSEMBLY S CONCRETE SLAB WITH- fi ovER a'TYPEn BAg 13 14 FIXTURE 1 -2 POLE ASPHALT /CONC. FINISH GRADE 3' CLEAR 2 (2) /4 CONTN000S REBAR SECTION D -D NST CC cc GG SECTION WWF 6X6X2.9X2.9 CONCRETE SLAB CONCRETE SLAB SCALE N TS GRAD PLAN 1/2" CHAMFER" ALL EXPOSED EDGES TYPICAL DESIGN CRITERIA: MEDIUM CLAY SOIL, 30 POE WIND LOAD CONC. FOUNDATION REINFORCED FOR FULL LENGTH OF FOOTING. 2 "CL SECTION �— SUBGRADE EXIST. ASPHALT BINDER COURSE 3' -0" MIN. ASPHALT EXCAVATE TO SUBGRADE ALONG CONCRETE SLAB & PLACE ASPHALT BINDING COURSE TO 1 1/2" BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2" ASPHALT SURFACE COURSE. EXPANSION JOINT IN CONCRETE SLAB 3/4" CONDUIT 18 "x 18 "SQ. CONCRETE PAD FOR FLOOD LIGHT INSTALLATION,. PACKED DRY SAND BETWEEN POLE AND TUBE AFTER ERECTION 4JhJNQ GO TEWAY MOOR. LN- 400 -NTH -15 WANLNTM BALLAST k SP2 -2 PIPE SID FITTER 0 .3/4" COND. 4 EA I OR NER 5' #4©T 12 "O / C ELF 1' - B" SQUARE FOUNDATION OVERLAY FOR EXISTING ASPHALT DRIVE NO NOTE: DO NOT USE VIBRATORY ROLLERS CLOSER THAN 1' -0" TO CONCRETE SLAPS AND CURBS. NEW 1 1/2" ASPHALT OVERLAY 6" ASPHALTIC EXPANSION JOINT COMPACTED GRANULAR BACKFILL ELEVATION FLAG POLE & BASE (IF NECESSARY) GL (:)1.111111. ALL SITES 1 1 "DIA. AA.PT6.01w/i s /)SIR 252 S.W. 43rd Street Renton, WA, 98055 -4936 TEL: 206- 251 -0844 FAX: 206- 251 -0820 YARD AND- DRIVE DETAILS 1/4 "R. SCALE: NTS ANCHOR BOLTS 3 1/4" PROJECTION 2 1 /2 "CL. UNDERSTURBED OR COMPACTED SOIL BASE COLLAR FOUR WOODEN WEDGES NTS NTS NTS OUT TO OUT OF POSTS DRILL <4) 3/4'R 5/8' DIA. HOLES <29' EACH FOR OPEN POSITION 6 CLOSED POSITION OF GATES 3/16' GUSSET 4 1/2 X 4 1/2 X 3/16' SQUARE MECH. TUBE 4' an. x 3/16" ROUND MECH. TUBE A Add Details 8, 24. Reamon detalle se & numherin REVISIONS FLAG POLE JOB NUMBER : GENERAL DRAINING Na YD -01 -01 START DAM4/28/97 ,, : '"'" 2/24/98 CONCRETE FOUNDATION / WHEEL STOP Nt74S‘. —1 1 . - IXx.dt Na 1 IN R]%AL STANDARD S&b. TYPICAL 0., SINE, PAWT Y_9• Sa. MRTR STANOAIA BILE E ON f EQU' EQUAL 8 -0 9 -0 5 21 4 TYPICAL BASIN (STANDARD) BUILDING CORNER BOLLARDS SIDE VIEW SCALE: 15 SECTION HIGHWAY GUARD RAIL NTS 12 GAUGE GALVANIZED METAL GUARD RAIL BOLTED TO METAL POSTS PER STATE DEPARTMENT OF TRANSPORTATION SPECS FIN. GRADE STANDARD GUARD RAIL POSTS W6 X 8.5 X 5-9" LONG 12' -6" MAXIMUM INSTALL WHITE PVC CAP 4 "0 SCHEDULE 80 PIPE, PAINT 0 -LUBE GREEN TOP OF FINISH GRADE HANDICAP PARMNO SGN. gE OETAd A001£ GRADE SCALE: NTS SET IN CONCRETE FULLY ROLLED ENDS - - J TOP VIEW STANDARD HANDICAPPED PARKING SCALE NTS 18 SPEGFlGTION: UNRS4Y CONCRETE mamas CO., INC. STAN6IRD GTCN Va N1TV1 ROUND KNOCKOUES 24' 32' 6'. 12', 18', OR 24' 8 SECTION OF BUILDING WALK STATES AL, FL, GA, MS NC, SC, TN ALL OTHERS 3 "RIGID BOARD STYROFOAM UNDER WALK NO NO YES SEE SITE PLAN WWF 6X6- W2.9XW2.9 — 4 "CONC. WALK SLOPE 1/4" ' 1/2 PER FOOT 22 TABLE 1 VARIES SEE PLOT PLAN FIN. GRADE ASPHALTIC EXPANSION JOINT F ABUTTING CONCRETE FIN. GRADE ASPHALTIC EXPANSION JOINT IF ABUTTING CONCRETE BACKFLOW PREVENTER 1 /2 "R. SEE IRRIGATION PLAN FOR OTHER DETAILS SIDE VIEW PLAN VIEW NTS 2 24" X 18' CATCH BASIN DETAIL (OPTIONAL) 2, SEE SITE PLAN SCALE: N TS BLDG. STYROFOAM SEE TABLE 1 ABOVE SEE TABLE 1 ABOVE NTS PROTECTIVE 7 ENCLOSURE FEBCO BACKFLOW PREVENTER MODEL #825Y SCALE TRENCH DRAIN DETAIL (IF NECESSARY) NTS SPECIFICATION: GENERAL CONTRACTOR TO INSTALL ACO CHANNEL DRAIN INLET GRATE IN THE LOCATION AND LENGTH SPECIFIED UPON THE SITE PLAN AS TRENCH ORAIN. RIBBON SLOPE OF PIPE IS 1/4 PER FOOT. FINISH GRADE --, 6"x 6'x 12' SOLID CONCRETE BLOCK 4 - THICK CONCRETE WALL 6TNTERIOR DIAMETER PVC PIPE FOR NORM REGION. 109NT. DIA TO SOUTH USED IN THE SOUTH REGION. 8 CONCRETE SLAB BLDG SECTION 24" CURB INLET 7 I STANDARD 8' X 18° VERTICAL CURB ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE. 1/2" RADIUS TOP SOIL 8 STANDARD EXTRUDED CONC. CURB SCALE: NTS U 0 SECTION 23 I THAIN LINK FENCE OPENING SIDE ELEVATION 10" 1 / 4 „ / WWF 6X6X2.9X2.9 R. CONCRETE SLAB WWF 6X6- W2.9XW2.9 NEENAH R- 3246 -G OR ENGINEER APPROVED OR EQUAL TOP OF PAVEMENT CONCRETE SLAB ANCHOR BARS STANDARD 2' -0" O.C. SPACING (OPTIONAL) ANCHOR BARS STANDARD 2' -0" O.C. SPACING (# 3 REBAR ANCHORS) /) LCOMPACTED 1:3 SLOPE GRANULAR BACKFILL 12 -0' 6" THICK CONCRETE w./ 6X6 -W2.9 x /2'p HAR 3 1/2' LONG P TO HANG U BOLT 3/4' I.D. X 13 GA, ROUND MECH. TUBE 1 /4" TOOLED JOINT 0.1 D GRATING ASPHALT DRIVE (SEE DETAIL) OR WWF 6X6X2.9X2.9 INSTALL EXPANSION JOINTS 20' 0.C. KEY MATERIAL STAIN LIGHT GRAY ALL FOUR SIDES SCALE NTS END RUNOFF 17 SECTION KEYED CONSTRUCTION JOINT RUBBISH ENCLOSURE AND GATE DETAIL BOLT1/2' 0 BENT BAR 1 1/2 X 1 1/2 X 11 GA SQUARE MECH. TUBE PLAN VIEW NTS 9 CRUSHED STONE AGGREGATE - ,,,,, • CRUSHED STONE T AGGREGATE 1 10 I CONCRETE & ASPHALT DRIVE PATCH ASPHALT DRE(SEE DETAIL COIVNC5ETE D DRIVE R WWF 6X6X2.9X2.9 TOP OF CURB SECTION H -B 1/4' 4' -0' CAP PLAT 18" -I NTS SECTION 24' CURB AND GUTTER 1.• 24' t /2'R. WWF 6X6- W2.9XW2.9 TOOLED CONTROL JOINT (PREFERRED) USE "KRAFT TOOL CO.' EXTRA DEEP BIT BRONZE GROOVER # CF -317 (OR APPROVED EQUAL) - 2" - CONC. SLAB 1/4 D + 1/4" WWF 6X6- W2.9XW2.9 SAWN CONTROL JOINT (ALTERNATE) SCALE: NTS FRAME 1 1 /2 "SQ. TUBE SPACER 1 1 /2 "SQ. TUBE RD. SLIDE 3 /4 "RD. TUBE SECTION C - C TYPICAL YARD DRAIN SECTION SAWCUT 24 FACE OF CURB BOLT SECTION C -C ASPHALTIC EXPANSION JOINT w. /TOOLED /8" 25 1/2" SQ. 1/8" CONC. EDGE. GRATING SLAB SLOPES 1/2' TO GUTTER, OR CONTRACTOR TO SLOPE AS A APPROPRIATE. 5 -t /2' F HEAVY DUTY GRATING AND FRAME SHALL BE EQUAL TO NEENAH FOUNDRY CO. TYPE R- 3339 -A WITH TOP FLANGE FRAME SCALE: N TS TOP OF ASPHALT PAVEMENT ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE CONCRETE WWF 6X6X2.9X2.9 18 (SECTION CONTROL JOINT IN CONCRETE. SLAB CONC. SLAB SCALE NTS SCALE NTS PLAN VIEW FRAME 1 1 /2'SQ. TUBE SPACER 1 1/2 "S0. TUBE RD. SLIDE 3 /4 "RD. TUBE 11 12 19 RUBBISH ENCLOSURE AND GATE DETAIL (OPTIONAL) STANDARD SPLIT FACE CMU BLOCK ENCLOSURE ASPHALTIC EXPANSION JOINT 6" CONC. SLAB COMPACTED GRANULAR BACKFILL © CRUSHED SURFACING BASE COURSE. 0.65' DEPTH DRILL C4) 3/4 "x 5 /8' DIA, HOLES C2) EACH FOR OPEN POSITION 4 CLOSED POSITION OF GATES, ASPHALT OR CONC. PAVEMENT CONC. CATCH BASIN FIELD BUILT OR PRECAST • NTS 4 1 24' SECOND FIXTURE, IF REQUIRED, IS SHOWN ON PLOT PLAN ELEVATION OWNER FURNISHED REF. REM 06CRIPRM LS M00EL 5508 FINISH STREET - PROPERTY LINE SEE SITE PLAN FOR PITCH AND FINISH GRADES 8 "CONC. SLAB MATERIALS 1' -01' L6" STREET CURB WWF 6X6- W2.9XW2.9 SECTION CONCRETE APPROACH & ASPHALT DRIVE FINISH STREET ASPHALT DRIVE PROPERTY LINE SEE SITE PLAN FOR PITCH AND FINISH GRADES 8 "CONC. SLAB STANDARD ASPHALT CONCRETE PAVING SECTION EXISTING ASPHALT SAWCUT LINE 10 NEW ASPHALT CONCRETE PAVEMENT CLASS B. 0.35 DEPTH WEARING 0.20 LEVELING3 1 1/2 X 1 1/2 X 11 GA. SQUARE MECH. TUBE SECTION B -B 1' -01 6" STREET CURB WWF 6X6- W2.9XW2.9 COMPACTED GRANULAR BACKFILL SCALE: NTS INSTALL NEW ASPHALT CONCRETE PAVEMENT CLASS B 10 INSTALL NEW CRUSHED SURFACING BASE COURSE O 6' 3/1 GUSSET 4 1/2 X 4 1/2 X 3/16' SQUARE MECH. TUBE SECTION D- 1 /4' CAP PLAT SECTION A -A 24' HIGH YARD LIGHT DETAIL (OPTIONAL, SEE PLOT PLAN) 20 2 -2 3 > tO CONC.CURB NOTE: FACE OF i'A.RD LIGHT POLE SHALL BE LOCATED 3` -0 "MIN. FROM OUTSIDE FACE OF LANDSCAPE CURB. - Si1G- T S- PLT -SBC -COP 5 SON 000 WATT LS MOOD_ GBL -FP- 1000- SMV- CT- 120V-PLT FIXTURE 1-3 (4) 3/4'• X 4' -0' LONG ANCHOR BOLTS WITH fi'La THREADED PRIN. SCALE SECTION CONCRETE APPROACH & CONCRETE DRIVE NTS SCALE NTS WNER FURNISHED MATERIALS REM CESCM PnaX ADMIRAL RAG M MG POLE 1. INSTALL NEW 10' X 12' CMU BLOCK RUBBISH ENCLOSURE WITH 7' -6" HIGH WALLS. 2. INSTALL (4) NEW 4 "0 STEEL BOLLARDS, 7' LONG, 3' BURIAL DEPTH, FILLED WITH CONCRETE, PAINTED BLACK. 3. STANDARD 8" SPLIT FACE CMU BLOCK TO MATCH BUILDING. RAG POLE FOUNGATICN TUBE ASSEMBLY S CONCRETE SLAB WITH- fi ovER a'TYPEn BAg 13 14 FIXTURE 1 -2 POLE ASPHALT /CONC. FINISH GRADE 3' CLEAR 2 (2) /4 CONTN000S REBAR SECTION D -D NST CC cc GG SECTION WWF 6X6X2.9X2.9 CONCRETE SLAB CONCRETE SLAB SCALE N TS GRAD PLAN 1/2" CHAMFER" ALL EXPOSED EDGES TYPICAL DESIGN CRITERIA: MEDIUM CLAY SOIL, 30 POE WIND LOAD CONC. FOUNDATION REINFORCED FOR FULL LENGTH OF FOOTING. 2 "CL SECTION �— SUBGRADE EXIST. ASPHALT BINDER COURSE 3' -0" MIN. ASPHALT EXCAVATE TO SUBGRADE ALONG CONCRETE SLAB & PLACE ASPHALT BINDING COURSE TO 1 1/2" BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2" ASPHALT SURFACE COURSE. EXPANSION JOINT IN CONCRETE SLAB 3/4" CONDUIT 18 "x 18 "SQ. CONCRETE PAD FOR FLOOD LIGHT INSTALLATION,. PACKED DRY SAND BETWEEN POLE AND TUBE AFTER ERECTION 4JhJNQ GO TEWAY MOOR. LN- 400 -NTH -15 WANLNTM BALLAST k SP2 -2 PIPE SID FITTER 0 .3/4" COND. 4 EA I OR NER 5' #4©T 12 "O / C ELF 1' - B" SQUARE FOUNDATION OVERLAY FOR EXISTING ASPHALT DRIVE NO NOTE: DO NOT USE VIBRATORY ROLLERS CLOSER THAN 1' -0" TO CONCRETE SLAPS AND CURBS. NEW 1 1/2" ASPHALT OVERLAY 6" ASPHALTIC EXPANSION JOINT COMPACTED GRANULAR BACKFILL ELEVATION FLAG POLE & BASE (IF NECESSARY) GL (:)1.111111. ALL SITES 1 1 "DIA. AA.PT6.01w/i s /)SIR 252 S.W. 43rd Street Renton, WA, 98055 -4936 TEL: 206- 251 -0844 FAX: 206- 251 -0820 YARD AND- DRIVE DETAILS 1/4 "R. SCALE: NTS ANCHOR BOLTS 3 1/4" PROJECTION 2 1 /2 "CL. UNDERSTURBED OR COMPACTED SOIL BASE COLLAR FOUR WOODEN WEDGES NTS NTS NTS OUT TO OUT OF POSTS DRILL <4) 3/4'R 5/8' DIA. HOLES <29' EACH FOR OPEN POSITION 6 CLOSED POSITION OF GATES 3/16' GUSSET 4 1/2 X 4 1/2 X 3/16' SQUARE MECH. TUBE 4' an. x 3/16" ROUND MECH. TUBE A Add Details 8, 24. Reamon detalle se & numherin REVISIONS FLAG POLE JOB NUMBER : GENERAL DRAINING Na YD -01 -01 START DAM4/28/97 ,, : '"'" 2/24/98 CONCRETE FOUNDATION LOT DATE TOTAL LOT AREA : 13.971 SO.FT. TOTAL BUILDING AREA 1,300 SO.F T. LANDSCAPING AREA : 2.150 SOFT. CONCRETE PAD AND CURB AREA 2.120 SOFT ASPHALT AREA : 8,401 5OFT. BUILDING AREA BREAKDOWN TOTAL BUILDING 1,300 SOFT. LOBBY /WAITING AREA . 145 SOFT. OFFICE AREA : 100 SOFT. RESTROOM AREA : 45 SOFT BAY AREA : 875 SOFT. STORAGE AREA ; 135 SOFT BUILDING SETBACKS FRONT SETBACK 15 FEET SIDE SETBACK : 10 FEET REAR SETBACK 15 FEET LANDSCAPING- 81'- 8" LANDSCAPING PROPOSED 1.300 SO. FT. BUILDING 31' -4" TYPICAL PARKING ® SPACE SIZE 9" X 20' (UNLESS OTHERWISE SPECIFIED) LEGAL DESCRIPTION 2 LOT 2B THAT PORTION OF GOVERMENT LOT 1 SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M . AND OF GOVERMENT LOT 1 IN SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS COMMENCING AT THE INTERSECTION OF NORTH MARGIN OF SOUTH 180th STREET AS CONVEYED TO THE CITY OF TUKWILA BY INSTRUMENTS RECORDED UNDER RECORDING NOS- 63754412 AND 6375443 AND THE WESTERLY MARGIN OF THE JAMES CHRISTENSON ROAD AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO 1539561 AND AS SHOWN ON A RECORD OF SURVEY RECORDED UNDER RECORDING N0. 9401049007; THENCE NORTH 88'45'47" WEST, AT A DISTANCE OF 296 89 FEET ALONG SAID MARGIN; THENCE NORTH 0114'13" EAST, AT A DISTANCE OF 26.00 FEET; THENCE SOUTH 88'45 EAST, AT A DISTANCE OF 1.50 FEET TO THE TRUE POINT OF BEGINNING. THENCE NORTH 01''. 4'13 EAST, AT A DISTANCE OF 163 -00 FEET: THENCE NORTH 88'45'47" WEST, AT A DISTANCE OF 75.50 FEET; THENCE SOUTH 01'14'13" WEST. AT A DISTANCE OF 189.00 FEET ALONG SAID NORTH MARTINI; THENCE SOUTH 88 EAST, AT A DISTANCE OF 64.00 FEET ALONG THE NORTH MARGIN TO THE TRUE POINT OF BEGINNING. t •RUBBISH ENCLOSURE SEE DETAIL :SHEET Y - - LANDSCAPING N 01'14 E 163.00 i I I S 0114'13" W 189.00' 25 25' 10 20 NEW MAIN ID SIGN SCALE IN FEET N 01'1413" E 36' }I 0 CO r I F o 0 RECEIVED CITY OF TUKWILA. MAR 1 9 1997 PERMIT CENTER'.:. KEY NOTES: 2 NO. REVISIONS DATE DWN CKD Quaker State SOUTH 180TH STREET TUKWILLA, WA. 98188 AMPTEMMeMinig MC 252- S.W. 43re.5treet Renton. WA, 98055 -4936 TEL: 206 -251 -0844 FAX 206 -251 -0820 ADOPT. ENGINEER :. JOHN M. SCHEFFEY DRAWING NO. SC- 0T- :O5,' DRAWN EJO DATE 3/16/97':'': CHECKED- SIGNED SCALE .1' =10' -0'. J08 WA9 ea DESIGNED. EJO DATE„ 3/17/97 APPROVED < SIGNED . I — - —QUAKER- STATE- -- _ I_IO ( I I r l' 10 i %1 �. 11 ( I' -° 10' -0" 2 -II' 10' -0 3'- 41/2' 3' - 3 1/2" 6' -0' REVISIONS LEFT SIDE ELEVATION SCALE: 1/4" 1' -0" - 1 - 31' -T' 0/0 PUILDIIlG BY' SCALE: 1/4" = 1' -0" I' -t0" WIR1E ACM FASCIA 01 / BACK! IT cttEFtt IRAIISI -BLUR. BAND Atilt RI -AC,'K ACM 00110M TRIM 4' iO-iIElEP, Cpi;, iru SIEOL 17<'E 0011000 (atEn( W /`IWIRIEPVC 31' - 4" I' -10" WIII IE ACM FASCIA W/ BACKLI 1 0111111' IRAIISI.ULENI BAUD AIM BLACK ACM 001100 TRIM 1' 0 CCRICREIE FILLER STEEL PIPE BOLLARD ' 1 '''y W/ WHITE CYC d') BY 'OTHERS TIP. AGENCY APPROVAL Then priors, aamITIy with Ni GeoIQI ROn for Indusfrilbed, Bnld4es' Tilla 8 Cnepkj 2 Artick 2:Pail t Pr Ds Otfienl Code of 6 and dnue to he IaTlmR p1kr4.f Te ua, at Floo rs , Wkd veTariry;_ Foe Ra1inQ or • fxf._WaHs • -ti ITEMS TO BE INSTALLED IN FIELD, SUBJECT TO LOCAL CODE IIVAC,: EXTERIOR 1101171NC C.T. CAN, METER AHD DISCOITIVECT GAS & WATER METERS All SITE WORK INCLUDING FOUNDATION FASCIA W /FRAMEWORK NOTES THESE : BUILDINGS WILL BE LOCATED A - DISTAIICE GREALAVESTER ; IFFAN' 3' -I" FROM PROPERL LUTES Ott 10 INTERIOR 1 . 2. f IESE BUILDINGS' WILL 110T BE LOCH 1E0 IN A FEMA' �. FL000 PR 3. fHE SIZE C ONtRA C TOR IS TO PROVIDE HANDICAPPED-. ACCESSIBLI TY TO IIIE. FRONF, SIDE AND REAR. DOORS, -T O F lI IE. 1301L0100- 4. ALL H EMS REQUIRED UFIDER PART III 28CFR36 TORE PROVIDED -ON SITE BY THE OWNER. - - 5; STAIE'LAEIEL "AND DATA PLATE ARE LOCATED AS SIIOW11:ON E2:- 11115 BUILDING ISTO CONFORM 10s1IIE FOLLOI STANDARD,T BUILDING CODE 1904 EDI1112 '.' ;STANDARD, ;DAS CODE,.- 1994 EDITION .STANDARDy.PlUMBING CODE 1994 EDIlIOtO STANPA0D,,MECIGNICAL' CODE, -.7994 EDITI'OI `N010 LECI,RICAL CODE :- 1993 EDIIIOtI OCCU7AHCY`,:GROUP. -R -.- 'O'CI IPANCY�.I.OAD: CONSTR.UCIION TYpt : IV. HEIGIIT�OF BUIEDIII : 11 10 ^I 000SIRIt rrOLLOWING -30 PSF These draWtnasl. w d all; li+larm Rico hp-eon are '.at p gpn !Wen Ita1 rern',i,* 11 p "property nl repr'odvcltpri ot`Ihese; os4ltlOs 101 °Ity;putpase, except by Tltteri' (itlClttipeltnI000 100 l of t F7,ey -Moss pc Inc. I srloly•po t tI'ited: BY OVERT EAU DOORS— ' "P ROW ALUMIIIULI I." OLE 3 ROWS GLASS 0011014 ROW 015)0NUM (11P. ALL) 3 -22 -96 G.B. ; 3, LIDDED ,1100( DIMENSION , i -3D -96 G;8 2, rIDDEDIYDIMENSION 12 11 95. I. ; Z l' 11E0SEl ; MOWING' COVES 35- 0 0/0 ACM rASCIA FRONT ELEVATION SCALE: 1/4" = 1' -0" SIZE SPECIFIC - 00110114E sI QUAKER- SMITE -1505IOR STAIRWELL r i t)IlOS050E BY OTTERS 45 -2 0/0 MIA FASCIA I —W1RIE ACM FASCIA W/ BACKLI T CREED IRAIISLUCEIIE BAND AHD BLACK ACM 001100 TRIM DRY VII 45 -2' 0/0 ACM FASCIA PARIE ACM FASCIA W/ 00C11111 GREEK 1RAN&UCEIIT HAIR1 0101 IAACX ACM BOl001 IRA.) 35- 0. 0/0 ACM FASCIA IE Sf ECK - IC- 01'110 0AL F3 E4 ROOF F r.asca [5 FRAMING DETA E6 - SECTION E7 - SECTION EL1 - ELECTRICAL PLAN P1 PLUMBING PLAN P2 �A i i'G 1 M2 Fl PLUMBING RISERS - MECHANICAL PLAN - MECHANICAL ROOF PLAN - FOUNDATION PLAN L 4" -51/4" ROOM SERVICE BAYS WAI TING AREA RES I I200M or rICE CASHIER:. AREA UtIlIT`i 0000 1 -7 1/21 S . o o.. FLOOR PLAN ( /'`�/ Z SCALE: 3/8" V-0" these .drawings and. all Tnlorm ation hereon we - o1!o - confidential' nolure and.remain -(Re property o f Frey- Moos S)7uctirres, Inc. (EMS). Any u ;e Or ` reproduction of these drowings for any purpose, - except by written pnrrntjtSTan of Fury Mass Sirtictures, Inc. Is- gigot!) prohibited X '. FLOORING SLICK !ROWEL CONCRETE 11000 COVERING BY. OW14ER. 11111110 SLICK IR00L COIKREIE FLOSS COVERING BY OWNER III FIELD SLICK 110151 CONCRETE :I LOOK COVERING BY OWNER IN FIELD SICK IRO00L C(SCRE1E. FLOOR COVERING BY OWNER IRR FIELD SLICK I50151L CONCRETE 01.0011 COVERING BY OWNER III FIELD 551:5 - :11.000 CC+ICREIE FLOOR;, ,01101110: 60 001150 III 11E10 ROOM FINISHED SCHEDULE INTERIOR WALLS 20 GA. PRE- FINISED EMBOSSED 51111. ACRYLIC I/O GYPSUM 4105110 PA1N1ED INDUSTRIAL ENAMEL 07111E GLOSS 8540710 OVER 20 GA. STEEL WALL PANELS. 20 CA PRE- :IR09IED EMBOSSES WIIIIE ACRYLIC 2n al, : :FRF- FR89HO 14150050 01110 Af .R711C 20 GA,: 'PRE- FINISHED EMBOSSED WILLIE ACRYLIC 20 5A 115- 111091E0 FT/.l Ru ::r nit C1011r' 2" -u' DATE: 4 1 9f 2 26 -96 2.15496: G.9 CHK REVI IONS- 3 ADDED GLASS SPEC FOR STOREFRONT DOORS. 2 RIl1TIS IIEfI.lO. I2 1- HOSED S( ( Iii' -iS 1/Y IRE OUT NTH S'EESIETAL DESCRIPI1ION .LAVATORY - CRANE if -194 WALL HUNG 10 -x. 20 - MLR C105E1 - CRANE T3 -618. 15- ALI TO LDP Of SEAT, fLOFAR MOUNIED U151TY SINK - 2E S0. FIBERGLASS 10111 LEGS. WAILS HEATER - SEEM 6 GALLON ELEC1RIC. DRINKING FOUNTAIN ELKAY WI 8 0511 MOUIIIED NO BACK SPLAS3. I0RROR - B00RICK 5B -165 (18 . 361 AFT 10 50110M. ARAB BAR - 35 - RORRICK 0-6026 x 36" Al 34" R AFT. 5000' INS'FNSI.R - B(APo1K f8 -4112 OR EOUAL 40 MF. EQUIPMENT SCHEDULE EUNSNED H BY BY HAP FMP 0410 OI GRAB BAR - 42 - BOBRICK 83 -6026 z 42 AT 34" r OFF. FMS IMP DAP Fog IMP FMS FMS FMS :) 1 PAPER 1005L INSPLUISER - 50511101 dM -4262 OR EQUAL 40" MI 10 BOIIOM FMS EMS FMS FMS F MS HMS MARK t t t8 19 DESCRiPI11ON E IRIMSIED BY WASTE RECEPTACLE - 0151511it jB -22 l b ECUAL S4'•15F TO TOP ,. DIP 117 ; 1:r r 10o, Y P : - ucx3FIG6 00-685 CR EQUAL SHELVES 6 0 14" ROOF LADDER 16 "/BILCO HATCH 15 I CASHIER COURIER OfFICE COURIER 24" CABINEIRY 51111 OUTSIDE LADDER EMS EMS ' -EM EMS F fMS BLOCKOUT TOR I LOUR SAFE SATE BY ORERS. FMS 0 FMS 0 EMS EMS- 1 " CLEAR 'INSULATED GLASS, x / 2 "x 4' am AL1114119I IR2JlE 1ND1H HEIGHT pip, EOKEO BY HHBIEHOLLOW 112TAL- kat b SCHEW IRSMH UUR011 RES;Tertopik,s DE nCEN HANDICAP ACCE65181.E :9GN , u701E HOLLOW METAL- DOOR: MUM?..9UTTa4 IEEE. 61 1Ei- 515141141 CEILING 20 GA STEEL DECK, PRE - 10119105_ SELL DARK GREY NI KIE : VINYL 11051000 GYPSUM 2' z2' LAY -IN CELlOS 111E W 0010 20 GA STEEL DECK, PRE THI94ED EMBOSSED 01111E 20. GA STEEL DECK. PRE - TWIST 0 14100515ED NONE 20 GA STEEL DECK, PRC- FINIS1 EMBOSSED, 01111E 20 GA S1LLL L'<ClI. POE [111300 .91E11 OAIlIF V,EY REMARKS EXPORO FRAMING. 101.1016T CEILING NECK DATE BY CHK GLASS SCHEDULE SIZE -. -. -.:. WOW MGM' DESCRIPTION 1' CLEAR INSULATED TEMPERED A:QSS 4' 54110 ALUMINUM FRAME AGENCY APPROVAL These pints comply with the Georgia Rules for Industrialized Buildings Title 8 Chapter 2 Arlide 2 Part 1 of the Official Code of Georgia and adhere to the following criteria: Cont. Type Occupancy Allowable No. of Floors Wind velocity 1 1. 5 . Fire Rating of Ext:Walls Floor Load - I O5 Approval Dale PSIPITENBURWITB$TIN '. ^ D6 ( U6 I 30 . OS UTILITY ROOM —, -- 4.-9 I/2 3-2 9 -9- 3. - 2. 6. -o I` 7 1/2" 5 . - — — -- — - -3 4-'w— -g- a- .;.- .M- .- .:.;3., :.:. 13 3" 131 \ r 1 r I I 1 I 1 1 t 1 1 1 I 1 I OFFICE - _ ( 1 I i , 1 1 I 1 I — — - - - -, �—∎ Q D4 I 11 E C . pia—` o I j 1 �� I t� I t _ I • 18 1 1 1 I II 11 I IIi I 1 , I 1 / x11 r 1 1 1 I I 1 1 f 1 F 1 <:Xa SERVICE I 4' -10 1/2 1 1 III I I II I I 1 I 1 1 1 `11 i r I I 1 I I 1 I 1 „ 5 1 L — - - to RL -8TROOM CASHIER AREA ® --i' k < a\ 4' 1/2" I I O\ P\‘` - 1 . ' `' \�� / D3 \ 7' 0 � -ID L1 i • ■ BLOCKOUT rat 1RODUCT� DISPOSE CONSOLE BY T ® .X, %i P %� Y a �v. �� x,• xx t'x /w: k' <,nopnrx > X x ` n ^yr hr ^X v \ ? ♦ l X ^�� is x — I Z ' (XXXXXX YXX .'Xti vn,v,,, ,xx < ',� ..', —,, Y. x •ry WAITING AREA G1 ,01 -,9 4 (-06 0 \ ■ —■. •-•-• aaa '• • 71 I ■• I' -71/2" tO -0" : 2' -11' I0' -0" 3-6" 01 3 -If > s-0" • 4'- 2.1/2" 13 -9 I/2" 13-10" 13 -9 I/2' 11' -5" 0/0 STEEL L 4" -51/4" ROOM SERVICE BAYS WAI TING AREA RES I I200M or rICE CASHIER:. AREA UtIlIT`i 0000 1 -7 1/21 S . o o.. FLOOR PLAN ( /'`�/ Z SCALE: 3/8" V-0" these .drawings and. all Tnlorm ation hereon we - o1!o - confidential' nolure and.remain -(Re property o f Frey- Moos S)7uctirres, Inc. (EMS). Any u ;e Or ` reproduction of these drowings for any purpose, - except by written pnrrntjtSTan of Fury Mass Sirtictures, Inc. Is- gigot!) prohibited X '. FLOORING SLICK !ROWEL CONCRETE 11000 COVERING BY. OW14ER. 11111110 SLICK IR00L COIKREIE FLOSS COVERING BY OWNER III FIELD SLICK 110151 CONCRETE :I LOOK COVERING BY OWNER IN FIELD SICK IRO00L C(SCRE1E. FLOOR COVERING BY OWNER IRR FIELD SLICK I50151L CONCRETE 01.0011 COVERING BY OWNER III FIELD 551:5 - :11.000 CC+ICREIE FLOOR;, ,01101110: 60 001150 III 11E10 ROOM FINISHED SCHEDULE INTERIOR WALLS 20 GA. PRE- FINISED EMBOSSED 51111. ACRYLIC I/O GYPSUM 4105110 PA1N1ED INDUSTRIAL ENAMEL 07111E GLOSS 8540710 OVER 20 GA. STEEL WALL PANELS. 20 CA PRE- :IR09IED EMBOSSES WIIIIE ACRYLIC 2n al, : :FRF- FR89HO 14150050 01110 Af .R711C 20 GA,: 'PRE- FINISHED EMBOSSED WILLIE ACRYLIC 20 5A 115- 111091E0 FT/.l Ru ::r nit C1011r' 2" -u' DATE: 4 1 9f 2 26 -96 2.15496: G.9 CHK REVI IONS- 3 ADDED GLASS SPEC FOR STOREFRONT DOORS. 2 RIl1TIS IIEfI.lO. I2 1- HOSED S( ( Iii' -iS 1/Y IRE OUT NTH S'EESIETAL DESCRIPI1ION .LAVATORY - CRANE if -194 WALL HUNG 10 -x. 20 - MLR C105E1 - CRANE T3 -618. 15- ALI TO LDP Of SEAT, fLOFAR MOUNIED U151TY SINK - 2E S0. FIBERGLASS 10111 LEGS. WAILS HEATER - SEEM 6 GALLON ELEC1RIC. DRINKING FOUNTAIN ELKAY WI 8 0511 MOUIIIED NO BACK SPLAS3. I0RROR - B00RICK 5B -165 (18 . 361 AFT 10 50110M. ARAB BAR - 35 - RORRICK 0-6026 x 36" Al 34" R AFT. 5000' INS'FNSI.R - B(APo1K f8 -4112 OR EOUAL 40 MF. EQUIPMENT SCHEDULE EUNSNED H BY BY HAP FMP 0410 OI GRAB BAR - 42 - BOBRICK 83 -6026 z 42 AT 34" r OFF. FMS IMP DAP Fog IMP FMS FMS FMS :) 1 PAPER 1005L INSPLUISER - 50511101 dM -4262 OR EQUAL 40" MI 10 BOIIOM FMS EMS FMS FMS F MS HMS MARK t t t8 19 DESCRiPI11ON E IRIMSIED BY WASTE RECEPTACLE - 0151511it jB -22 l b ECUAL S4'•15F TO TOP ,. DIP 117 ; 1:r r 10o, Y P : - ucx3FIG6 00-685 CR EQUAL SHELVES 6 0 14" ROOF LADDER 16 "/BILCO HATCH 15 I CASHIER COURIER OfFICE COURIER 24" CABINEIRY 51111 OUTSIDE LADDER EMS EMS ' -EM EMS F fMS BLOCKOUT TOR I LOUR SAFE SATE BY ORERS. FMS 0 FMS 0 EMS EMS- 1 " CLEAR 'INSULATED GLASS, x / 2 "x 4' am AL1114119I IR2JlE 1ND1H HEIGHT pip, EOKEO BY HHBIEHOLLOW 112TAL- kat b SCHEW IRSMH UUR011 RES;Tertopik,s DE nCEN HANDICAP ACCE65181.E :9GN , u701E HOLLOW METAL- DOOR: MUM?..9UTTa4 IEEE. 61 1Ei- 515141141 CEILING 20 GA STEEL DECK, PRE - 10119105_ SELL DARK GREY NI KIE : VINYL 11051000 GYPSUM 2' z2' LAY -IN CELlOS 111E W 0010 20 GA STEEL DECK, PRE THI94ED EMBOSSED 01111E 20. GA STEEL DECK. PRE - TWIST 0 14100515ED NONE 20 GA STEEL DECK, PRC- FINIS1 EMBOSSED, 01111E 20 GA S1LLL L'<ClI. POE [111300 .91E11 OAIlIF V,EY REMARKS EXPORO FRAMING. 101.1016T CEILING NECK DATE BY CHK GLASS SCHEDULE SIZE -. -. -.:. WOW MGM' DESCRIPTION 1' CLEAR INSULATED TEMPERED A:QSS 4' 54110 ALUMINUM FRAME AGENCY APPROVAL These pints comply with the Georgia Rules for Industrialized Buildings Title 8 Chapter 2 Arlide 2 Part 1 of the Official Code of Georgia and adhere to the following criteria: Cont. Type Occupancy Allowable No. of Floors Wind velocity 1 1. 5 . Fire Rating of Ext:Walls Floor Load - I O5 Approval Dale PSIPITENBURWITB$TIN '. SAND OIL /WATER SEPARATOR DETAIL 6 NOTE FURNISHED BY OWNER INSTALLED BY : GENERAL -CONTRACTOR EXISTING STORM DRAIN MANN' RIM-21.61' IE =(E 30" CONC) 15.91' E =(W 30" CONC) 15.91' IE =(S 12" CONC) 16.18' fr/ (11 1 11 I II I JA y I I vp / STING YAK UGH_ I J FOUNDAT PVC CAP PVC DISCHARGE 1O RCAA' —OFF AREA TO COMPLY VATH SITE CONDITIONS S,'PAC FABRIC WASHED GRAVEL SUBMERSIBLE SUMP PUMP 12" PVC PVC CAP I II I II I II os 47 ( // ,_- _-_ -= = . = , -_- ,I III 0 `' I - . - EXISTING CATCH. BASIN — A RIM =21 41' IE =(N 12 CONC) 17. IE =(S 12" CONC) 17.79' INSTALL NEW OIL /WATER SEPAR tTOR (SEE - DETAIL • THIS S'}IEET) COc IN E P H t 848a A 4" PVC - DOWNSPOUTS," TIGHTUNE CONNECTION TO /`� �.,w� o <T L' EXISTING. CATCH BASIN `— - `L FF24.20'1 \ ( j � NATURAL GAS COMPANY TO PROVIDE- NEW 3 PHASE ELECTRICAtTI� AND INSTALL 3/4" GAS METER TRANSFORMER AND PAD !' I EXISTING 12" CONCRETE STORM PIPE, 76 PROVIDED BY PSE / LF, IE (IN) 18.63, IE (OUT) 17.79 T ?7T EXISTING 12" CONCRETE STORM PIPE INSTAL (2) NEW 0 ELECTR AL —: CONDU TO B04i6, - 671 4F — - — - — — - — — EXISTING ELECTRICAL LINE —•—•—•—•—•—•—•—•—•—•—•— PROPOSED ELECTRICAL LINE — oiR— ws ow-- ons — oJa — EXISTING GAS LINE w— am— Jlu —w —w -- PROPOSED GAS UNE - EXISTING SANITARY SEWER LINE -------------- PROPOSED SANITARY SEWER LINE EXISTING STORM SEWER LINE • PROPOSED STORM SEWER LINE • • — • • — • . — EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING WATER LINE ia im— x.-- me- 9v . PROPOSED, WATER LINE • DRAIN DETAIL & — r - 4 - 1 — SCALE 4' PERFORATED PVC PG2INETER OF BUILDING lIr- r ! - I - - - I I I I1 I I I I I I1 I I CONCTRACTOR TO SUPPLY TRENCHING ONLY TO JUNCTION BOX FOR 3 PHASE POWER N 01103" E S 01'14'13 " - W INSTALL NEW 4 "0 PERFORATED PVC FOOTING DRAIN 189.00' N I I II I I \ \\ \ \\ - \ \ \ 1 ': \ \\ EXIS 1MG\ YARD LIGHT 1 III III 111 I — ij / � CAI s o ti i 0 10 20 EXISTING CATCH BASIN — B RIM= 22.15' - - iE =(N 12 CONC) 18.63' EXISTING 61 NITARY STUB IE =(£ 6" PVC) IE =(W 6" P '± 163:00 INSTALL NEW 12 "0 PVC SUMP. CONNECT TO FOOTING DRAIN AND DISCHARGE INTO CATCH BASIN B INSTALL (1) NEW 4 ELECTRICAL CONDUITS TO BUILDING, 87± IF ... „......—am W W W T NSTAt L NEW 3/4 NATURAL r•^ - 108± LF — — — ` — — — / 1117 ■I . — r OW — WO an Mr ♦ " INSTALL NEW 3/4" TYPE 'K' COPPER WATER UNE, 78± LF - " x11—NV J7 , NO .If- -81,—.11F— - , - -f17 . _ y E- CCNTJU! , 100 S.L. _ � _,,_ INSTALL (1) NEV4 3X4 ELECTRICAL CONDUI TO ID SIGN, 56A I F NSTALL NEW 6' CLEAA\ OUT IE =19.15 NST NEW 'Y IYPI PVC NNECTION NST 6 PVC SAKI LINE OM WATER CL Y w A SCALE IN FEET 1 J`l V , EXISTING SANITARY SEWER MANHOLE KOR —N -SEAL CONNECTION REQUIRED FOR NEW PIPE. IE =(W 8° PVC) 18.61' IE =(NE 6 PVC) 18.65' IE =(E 6° PVC) 18.71' INSTALL NEW SINGLE PHASE TRANSFORMER WITH PAD EXISTING TELEPHONE RISER 0 1 u Ln'n 4 — M= am W ON N 01'14'13' 6.00_ - NATURAL GAS COMPANY TO PROVIDE AND INSTALL GAS LINE CONNECTION INSTALL NEW HOSE BIBB FOR WATERING _LANDSCAPING _o__ Dqs- ACKFLOW PRE\IENTER �' M rtxa �e Ptk AT WEg°r- ®R \vevpp'[ g, errvo ITC °TER 1ciM A FOEIVED Dep rr 2 1998 PE RI�Q� ' JUL 2 h a-L U 1 .8.1998 RMEN:� TKVNILA PU BLIC UVORKS ONTRACTOR T INSTALL 1 1/2 WATER SERVICE AND M TER BOX. 1" METER FOR DOMESTIC ETER PROVIDED AND W INSTALLED BY TY. INSTALL PER TUKWILA STAND4RD PLAN WS -16. CONTRACTOR Td INSTALL 1" IRRIGATION SERVICE AND 1" DEDUCT METER BOX.: METER SHALL R AD IN CUBIC FEET. OF TUKWILA APPROVED JUL 0 6 1998 AS NOTED MG DNf5ION KEY NOTES: 2 /.A Revisions % t t Public Works Department L!� Comment i.etter oated Apr(I 21,1998. NO. These n!^ have been reviewer! by the Public Works 1 -lent for con 'h Curl, l City . . - crs any - - - !;`..ITT do not au' - -. of : or or ordicecc.- for ttc ^l_quacyof the des - _°:- • the dcc yner. Additions, deleilc.ls cr rc - 5101_ '10 theca drawings after this date 00111 veld this acc_p!Once and will require a resubm!ttal of revised dro,::1 for subsequent approval. F subject to field inspection by this p :�'s utilities inspector. D a Ql // . l `s, By REVISIONS FO CONSTRUCTION ADOPT 131111180111e lag 252 S.W. 43rd Street Renton, WA, 98055 -4935 TEL: 206 - 251 -0844 FAX: 206- 251 -0820 JOB NUMBER : WA97 -357 swc DOMING Ns 1 t0 0 SP° 03 - 03 ADaPT EJO- - 3/17/97 zJn /96 E os -18 5/14 1998 DATE 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 EJO OWN JMS CKD- 4" OD -1 4" RD -1 I 3 VTR n `4" RL DN ROOF PLAN— PLUMBING SCALE: 1/4" = 1' MEZZANINE LEVEL F 3 OVERFLOW LEADER DOWN THROUGH SOFFIT TO LIGHT AT 2 BELOW FACE OF SOFFIT. LAN— P ROOF HATC4-1 UTUNE OF AC -1 ON ROOF UMBING MEZZANINE 9' —G O f 4 OD -1 O4" 211----1 4° RL ON ¥ "0 UP TO AC ON ROOF O 1JfVDN 3 "W UP- 1-2." 2 "W UP WAITING AREA rl 0 IORAGE TANK MAIN LEVEL PLAN— PLUMBING SCALE: 1/4" = LOW SCALE: 1/ � STORAGE ISTOR.'-wO.FI , TORAGE\ I TANK ( TANK TA!WK I O O P STOR :GE TANK ER LEVEL PLAN— HB-2 +48" AFG STORAGE TANK PLUMBING 4" RL UP, CONNECT TO SITE STORM SYSTEM. SEE CIVIL FOR CONTINUATION HB- +12" AFG � t2 .... 1 Wilre 41111! 1WV DN I WC -1 , 2 "V DN IN TOILET c r II 3 "W TO BLDG, SEE CIVIL FOR CONTINUATION. o-7 3 "W UP TO MEZZANINE LEVEL 1" CW UP TO SERVICE ENTRANCE, SEE DETAIL --' STORAGE 2 4,UP TO SK -2 3 "W UP TO WC - 1J 2 "W UP TO EQF = 2"V UP 2 W UP TO ,L=1 LOWER WORK. AREA FIR EXT. nCYC1YCU ORYOFTUKWU JUL 229998 'PERMIT CENTER 0 GAS METER & SERVICE BY UTILITY CO. SEE CIVIL f PLAN FOR CONTINUATION. 0 O 1" CW TO METER, SEE CIVIL FOR CONTINUATION. V OW TO 260 GALLON OIL SEPERATOR, SEE CIVIL PLANS FOR CONTINUATION. OR CONSTRUCTION O RL5FR GITY OCF _u�fir,, {i.4 PERMIT CENT z J C, z m a a 1 5 ©: ROGER OLLENSURG RCM IME 9nma SWIM: ticclau SET IB diF. DEEPEN REVIEW PEW REVIEW MG SET 2/13/98 COSSTROOTIOE SET PERENNIAL PLANTING GROUND PLANTING c 3 1 - "' =111 i I? 11 =1 -f I -111_ AV Note: All perennial beds shall be planted using triangular planting scheme. TATO 'Refer to Plant Schedule for On—Center planting dimension. Refer to plans for finish grade. " shredded hardwood bark muich Remove or split peat pot 12" prepared soil Compacted subgrade i Note: All groundcover beds shall be planted using triangular planting scheme. Refer to Plant Schedule for On— Center planting dimension. Refer to plans for finish grade. 3" shredded hardwood bark mulch Remove or split peat pot 12" prepared !soil Compacted subgrade s o. NTS SHRUB PLANTING 0 IJ I G L� III III 11 J II / /� II aim* LANDSCAPING SPADE EDGE NOTE: Align spade edge so as to minimize Large open areas without plant material . NTS NOTE: Remove burlap from top 1/3 of root ball or carefully remove: container. Topsoil 3" shredded hardwood bark mulch 3" high topsoil saucer for individual plants. Refer to plans for finish grade Slop & scarify sides of pit. Width of pit to be three times ball diameter. Excavated soil or topsoil backfill. Set root ball on undisturbed soil 'cone' at bottom of pit. N 0114'13" E 163.00' 5 0114'13" W NTS Refer to plans fcr finish grade. Area to receive mulch. TIGa PLANTING -- 89.00' GENERAL NOS: 1. Evergreen trees over 30' t hdz shall he guyed 2. Remove top 1/3 of b .., on root ball. Remove wire baOcet ceaetety. 3. Provide plastic - err meta€ Gags on goy wires e: er nee sdew Guying system (Duckbill er equal) 3 shredded hardwood bark mulch 3 high topsoil sascer Refer to pions for feish grade Slope & scarify sidz of pit Width of pit . be Daree time"- bail d Excavated sad or topsoil bad. Set root boil on oedowrbed sail 'core at bottom of pit \\ — \\ \ 1 11 ill 111 II II II II II LANDSCAPE NOTES NT5 111 1t 1 NE W BACKFLOW PREVENT tr4 tfS'tf3 t/o ■tteAl 1,1 ',Nr! allvtf�•a.�f �ye� C O i NEW H OSE 8188 VIBURNU PLANT AND TREE SCHEDULE GYM BOTANICAL NAME VD CERCIS OCCIDENTAL'S �nr 0 10 20 SCALE IN FEET 111 111 111 1 11 111 1 11 1 11 111 11 V1011 NEW 1" IRRIGATION METER WITH BACKFLOW PREVENTOR z N 0114'13 E >A i• ? S 28)1?:' 1. RECONDITION AND SEED/RESEED ALL AREAS DISTURBED BY CONSTRUCTION . ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (SOD, MULCH, GROUNDCOVER, ETC.). 2.. ALL PLANT BEDS ARE TO RECEIVE A 3 MINIMUM LAYER of SHREDDED HARDWOOD • BARK MULCH; UNLESS NOTED OTHERWISE ALL PERENNIAL BEDS ARE TO RECEIVE A 2° LAYER OF. SHREDDED HARDWOOD BARK MULCH. 3. GENERAL CONTRACTOR SHALL INSTALL A 12" LAYER OE TOPSOIL IN ALL PROPOSED MULCHED PLANT BEDS AND A 4' LAYER OF TOPSOIL• I8 ALL PROPOSED OR = • DISTURBED LAWN AREAS. LANDSCAPE SUBCONTRACTOR SHALL VERIFY DEPTH - OF TOPSOIL PRIOR TO 1HE INSTALLATION OF PLANT MATERIAL 4. ALL EDGES BETWEEN PLANT BEDS AND LAWN AREAS ARE TO: BE A SPADE EDGE., COMMON NAME EXISTING TREES TO PROTECT AND REMAIN AS EXISTING RELOCATE ONE AS SHOWN WESTERN REDBUD DAVID'S VIBURNUM `SEE NOTE THIS PAGE w w ct 1— y/ f► 0 co 1— I o 0 Y/ RECEIVED CITY OF TUKWILA JUL 2 2 1998 PERMIT CENTER QTY 3 45 CALPER 1 1/2" 12" HIGH CITY OF TUMID, APPROVED JUL 0 6 1998 AS NOTED 8U1LDINO 0151151N4 RECEIVED MAY 1 8 199E TUKWILA PUBLIC W6RKS KEY NOTES: GRASS SEEDING SPECIFICATIONS FINE TEXTURED GRASSES 30% AMERICAN KENTUCKY BLUEGRASS: WASHINGTON 30% TOUCHDOWN KENTUCKY BLUEGRASS: WASHINGTON 30% WABASH KENTUCKY BLUEGRASS: IDAHO 10% CITATION II PERENNIAL RYEGRASS: OREGON 0.06% CROP; 1.94% INERT; 0.02% WEEDS MULCH SHREDDED HARDWOOD BARK MULCH 1. BARKED LAWN TO BE INSTALLED IN ALL NEW LANDSCAPING BEDS INCLUDING UNDER TREES AND SHRUBS FOR FULL GROUND COVER. 2. SODDED LAWN TO BE INSTALLED AS SHOWN. ALL OTHER AREAS TO BE SEEDED LAWN. 3 SODDED LAWN : LAY FRESH SOD WITH TIGHT STAGERED JOINTS IN A RUNNING BOND PATTERN. WHEN INITIAL WATERING HAS BEEN SETTLED OUT, IN 24 TO 48 HOURS, ROLL SOD DIAGONALLY WITH A 300 —LB ROLLER. AFTER ROLLING, WATER SOD THOROUGHLY. REPAIR AS NECESSARY. 4. ARRANGE TREES ON SITE IN THE PROPOSED LOCATIONS FOR APPROVAL BY OWNER. SEE DETAIL FOR INSTALLATION INSTRUCTIONS. 5. ALL PLANTING MATERIAL SHALL BE WASHINGTON GRADE #1, SIZE IN ACCORDANCE WITH AN STANDARDS. ALL TO BE HEALTHY AND FREE FROM DISEASE, PEST OR INJURY. DO NOT PRUNE PRIOR TO DELIVERY. 6. TOPSOIL TO BE SCREENED SANDY LOAM, APPROVED BY OWNER. 7. PLANTING BACKFILL TO BE 25% EXISTING SOIL, 50% NEW TOPSOIL, AND 25% COMPOSTED MANURE. MIX THOROUGHLY. 8_ AFTER INSTALLATION OF ALL NEW LANDSCAPING CLEAN UP ALL LITTER, SOIL ON WALKS, CLIPPINGS, ETC. AND LEAVE SITE IS A SPOTLESS CONDITION. REMOVE FLAG LABELS FROM ALL PLANTING MATERIAL. 9. INSTALL 2 HOSE BIBBS FOR LANDSCAPE IRRIGATION SEE SHEET A -3 FOR DETAILS. HOSE BIBBS TO BE USED FOR IRRIGATION OF ALL PLANTING/LANDSCAPING AREAS. SITE AREA : 13,971 SQ.FT.(100 %) SITE AREA UNDER CONSTRUCTION: 6,875 SQ.FT. REQUIRED LANDSCAPING AREA : 15% MINIMUM PROPOSED LANDSCAPING AREA : 1,973 SQ.FT. (15±% swnaa N6 LS -01 -01 SAT "° 3/17/97 2 NO. Revisions Per Public Worker Department Comment Letter Dated April 21,1998. REVISIONS EXPIRES 08- 1B-`(O - I LANDSCAPING PLAN 5/14 1998 DATE FOR CONSTRUCTION ()Luba. 6810 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 AD8P2 s. r e4 a svea Renton, WA, 96055 -4936 TEL: 206- 251 -0844 VT DWN JOB NUMBER : WA97 -357 JMS CKD PERENNIAL PLANTING • A— Note: All perennial beds shall be planted using triangular planting scheme_ 0 V • Refer to Plant Schedule for On–Center planting dimension. N) N f (l or .--r. "'-'i.-\ /,„„ \„, HIL-7-, -1 \ Refer to plans for finish grade. shredded hardwood bark mulch Remove or split peat pot 12" prepared soil Compacted subgrade Pqi3 `--- sa N SFERLIS PLANTING Ph =i ir OXIM 7 NTS NOTE: Remove burlap from top 1/3 of root ball or carefully remove container. 3 shredded hardwood bark mulch 3" high topsoil saucer for individual plants. Refer to plans for finish grade Slope Se scarify sides of pit. Width of pit to be three times ball diameter. Excavated soil or topsoil backfill. Set root ball on undisturbed soil 'cane' at bottom of pit. NEW PLA DAVID'S VIBURNUM ATPC■Virtii.CP ig_CAT,Ciatir , I;v !kf' MIRE IMIthl fr • &INSTALL APPROXI • NEW PLANT DAVID'S VIBURN 1 VLAIA Yt 11:•1 I AL ° N 01141 E 163.00' TREE PLANTING — — S 011413" W 189.00' 7— 4111F.■ ,111171 \\ \ 11. \ 11 11 It 'I 11 I Ik ‘11 1 t GROUND PLANTING NTS =111=1 - — . I I I l I F i l l 17 I I 1117 Note: All groundcover beds shall be planted using triangular planting scheme. Refer to Plant Schedule for On–Center planting dimension. Refer to plans for finish grade. 3" shredded hardwood bark mulch Remove or split peat pot 12" prepared soil Compacted subgrade SPADE EDGE NTS •■■■ NOTE: Align spade edge so as to minimize large open areas without plant material. # Y ON 4 ? 1-// El [1E1 in 17,1 11 Refer to plans for finish grade. Area to receive mulch Topsoil lu , '' \ 11 1r t N ii LANDSCAPE NOTES 1. RECONDITION AND SEED/RESEED AU_ AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (SOD, MULCH, GRGUNDCOVER, ETC.). 2. AU_ PLANT BEDS ARE TO RECEIVE A 3" MINIMUM LAYER OF SHREDDED HARDWOOD BARK MULCH, UNLESS NOTED OTHERVASE. AU_ PERENNIAL BEDS ARE TO RECEIVE A e LAYER OF SHREDDED HARDWOOD BARK MULCH. 3. GENERAL CONTRACTOR SHALL INSTALL A 12 LAYER OF TOPSOIL IN ALL PROPOSED MULCHED PLANT BEDS AND A 4 LAYER OF TOPSOIL IN ALL PROPOSED OR DISTURBED LAWN AREAS. LANDSCAPE SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO THE INSTALLATION OF PLANT MATERIAL 4. AU_ EDGES BETWEEN PLANT BEDS AND LAWN AREAS ARE TO BE A SPADE EDGE. .4nEzz, STATE OF :WASH HELTON REGISTERED NI:380APE ARCHITECT geNPFTGJATO thi DEC 2 3 1998 PERMIT CENTER '7 " .01 a • ..".•■■ U I CI: U 01) Cl 3 A NO. Revisions Per City of Tukwila City Planner: Michael Jenkins Revisions Per Public Works Department Comment Letter Doted April 21,1956 REVISIONS APPROVED - 17/2111111111111 bt..7 g 5/14 199B DATE ()Luba 6810 SOUTH 18011-1 STREET TUKWILA, WASHINGTON 98188 ADsPriggimering Inc 252 S.W. 43M5grat TEL 206-257684 FAX: 206-251-0820 LANDSCAPING PLAN EJO EJO OWN REVISIONS KWG JMS CKD 2 L-1 neemalp. NEW BACKFLOW PRESENTER PLANT AND TREE SCHEDULE SYM I BOTAMCAL NAME oT-4 ADD AP ATELY 38 ORE BUSHES saga:Q.444w. A c (.401. til‘y %as IMPA 4A9.4% BARKED PLANTING BED 10 20 SCALE IN FEET NEW Hi:LLSE BIBB L t scr v cs2r --- A- 7 CO CERCIS OCCIDENTAUS ./1 ."'S' NEW 1" IRRIGATION METER V-, WITH BACKFLOW PREVENTOR N 011413 E • • Vol Lterkjiliki COMMON NAME EXISTING TREES TO PROTECT AND REMAIN AS EXISTING RELOCATE ONE AS SHOWN WESTERN REDBUD VIBURNUM ■Ior- P GE ‘&19■141ttin 16. 61 0 QTY 45 CALPER 1 1/2" 12" HIGH KEY NOTES: GRASS SEEDING SPECIFICATIONS FINE TEXTURED GRASSES 30% AMERICAN KENTUCKY BLUEGRASS: WASHINGTON 30% TOUCHDOWN KENTUCKY BLUEGRASS: WASHINGTON 30% WABASH KENTUCKY BLUEGRASS: IDAHO 10% CITATION II PERENNIAL RYEGRASS: OREGON 0.06% CROP; 1.94% INERT; 0.02% WEEDS MULCH SHREDDED HARDWOOD BARK MULCH 1. BARKED LAWN TO BE INSTALLED IN ALL NEW LANDSCAPING BEDS INCLUDING UNDER TREES AND SHRUBS FOR FULL GROUND COVER. 2. SODDED LAWN TO BE INSTALLED AS SHOWN. ALL OTHER AREAS TO BE SEEDED LAWN. 3 SODDED LAWN : LAY FRESH SOD WITH TIGHT STAGERED JOINTS IN A RUNNING BOND PATTERN. WHEN INITIAL WATERING HAS BEEN SETTLED OUT, IN 24 TO 48 HOURS, ROLL SOD DIAGONALLY %MTh A 300–LB ROLLER. AFTER ROLLING, WATER SOD THOROUGHLY. REPAIR AS NECESSARY. 4. ARRANGE TREES ON SITE IN THE PROPOSED LOCATIONS FOR APPROVAL BY OWNER. SEE DETAIL FOR INSTALLATION INSTRUCTIONS. 5. ALL PLANTING MATERIAL SHALL BE WASHINGTON GRADE #1, SIZE IN ACCORDANCE WITH AN STANDARDS. ALL TO BE HEALTHY AND FREE , FROM DISEASE, PEST OR INJURY. DO NOT PRUNE PRIOR TO DELJVERY. 6. TOPSOIL TO BE SCREENED SANDY LOAM, APPROVED BY OWNER. 7. PLANIING BACKFILL TO BE 25% EXISTING SOIL 50% NEW TOPSOIL, AND 25% COMPOSTED MANURE. MIX THOROUGHLY. B. AFTER INSTALLATION OF ALL NEW LANDSCAPING CLEAN UP ALL UTIER, SOIL ON WALKS, CLIPPINGS, ETC. AND LEAVE SITE IS A SPOTLESS CONDMON. REMOVE FLAG LABELS FROM ALL PLANTING MATERIAL B. INSTALL 2 HOSE BIBBS FOR LANDSCAPE IRRIGATION SEE SHEET A-3 FOR DETAILS. HOSE GIBES TO BE USED FOR IRRIGATION OF ALL PLANTING/LANDSCAPING AREAS. SITE AREA : 13,971 SQ.FT.(100%) SITE AREA UNDER CONSTRUCTION: 6,875 SOFT. REQUIRED LANuSCAPING AREA : 15% MINIMUM PROPOSED LANDSCAPING AREA : 1,973 SOFT. (15±%)