Loading...
HomeMy WebLinkAboutPermit D97-0295 - COSTCO - GAS STATIONCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: .362304 -9107 Permit No: D97 -0295 Address: 1151 SAXON DR Status: ISSUED Suite No: Issued: 02/10/1998 Location: 1151 SAXON DR, EAST OF PRICE COSTCO OPTICAExpires:TY08 /09/1998 Category: ACOM Type: DEVPERM Zoning: TUC Const Type: II -N Occupancy: SERVICE STATION Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: NONE Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Contractor License No: .:.AESCHE *044PT OCCUPANT COSTCO GASOLINE 1151 SAXON DR, TUKWILA, WA 98188 OWNER PRICE COSTCO Phone:.' 206 313 -8100 999 LAKE DR, ISSAQUAH WA 98027 CONTACT DIANE SCHINMAN Phone: 425 -822 -0444 11820 NORTHUP WAY #E-300, BELLEVUE, WA 98005 PLANNER VERNON UMETSU Phone: 206 431 -3670 6300 SOUTHCENTER BL #100, TUKWILA WA 98188 ENGINEER HAHN ENGINEERING, INC Phone: -1550 8623 N DIVISION SUITE B, SPOKANE,. WA 99208 CONTRACTOR A E SCHMIDT ENVIRONMENTAL Phone: '818 -786 -2373 16509 STAICOY ST, VAN NUYS CA 91406 c********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT A 2240 SF REMOTELY MONITORED GAS STATION FOR COSTCO WHOLESALE MEMBERS INCLUDING UTILITIES TO ACCOMMODATE THE GAS STATION. PUBLIC WORKS:FH,DRWY & STORM DRAINAGE RELOCATION, STOP SIGN & PAVEMENT MARKING ALONG CHRISTENSEN DR, LAND ALTERING FOR UNDERGROUND STORAGE TANKS. k***************************************************** * * * * * * * * * * * * * ** * * * * * * * * ** * ** ** Construction Valuation: $ 48,092.80 PUBLIC WORKS PERMITS:. *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: .Y Fire Loop Hydrant: Y No: Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut; 1433 Fill: 850 Landscape Irrigation: Y Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * ** * ** * * * **k* TOTAL DEVELOPMENT PERMIT FEES: $ 22,640.99 k********************* * * * * * * * * * * * * * * * * * *4 * * * * * ** * * * *• * * * ** * * * * * * * * * * * * * * * * * * ** * * * * ** Permit Center Authorized Signature:_ 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. Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Streams: (206) 431 -3670 Size(in): .00 Date: r /c'- : $ — Print N ame: - DA" ' 5� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned Project Name/Tenant: COST GAsOwN E Value of Construction: 4 000 A Site A dress: City State/Zip: Site 5AX0 kl COVE, ?y WA KWILA gdl6e Property Owner: covTCO WNOLrESAI. Tax Parcel Number ���a�o� P hone: (z o6) 3116- Bi o0 Street Address: 444 LAKE rove, I6$AfwA14 W A • City St t /Zip: Fax #: 3M r IIy Contractor: N /A ' Phone: 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 Street Address: City State /Zip: Fax #: Architect: 1Mui.-vANfi4Y PARTWEsRSt n imtima E TS PS. Phone ( IS) $ZZ -OW NN Street Address: City State /Zip: I19Zo NOR.11I uP WAY, sir E-349get.tivue 44 Fax #: 0041 ez Z— 41 i 'i Engineer: AE Soiw�tor ENVIROKimearP L Phone (v5) 784-7373 Street Address: City State /Zip: 16509 SAT /CO V STREW VAN NUYS, CA 91 Fax #: on) 7.4„ 5440 Contact Person: DIANE SGNgN W1AN Gckra Frnnc:6C0 Phone: (426) t Z.L 044 Street Address: Pity State /Zip: new ZO Motit-►7t!L►P NogY, S72''� 30iv 6 `"� 18418 Fax #: 4tC C' 6q�r � 2 L — 41 Z 1 Description of work to be done: ONST r.oecId*1 e r A •Tr.L.1' MOM$TD D 6P •gTieN Popp cOSTto ■Hct.ESALZ ode rv.dE1LS. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University 154 Other PAtiFY-t• (a LOT Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University St Other fEretcne -Y vrxwarrtmert 6As ST T%d4 Will there be a change of use? '63 yes ❑ no If yes, extent of change: P/47-Varat, I-or -ro &* s 4 staztict I Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm SI none ❑ other (specify) ZZNO S.F uNDEr. Building Square Feet: ---- existing cAI4OPY new 141MIN E T .ORNeL Area of Construction: OF pARxI46 LoT 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 iNt 71 yes tCw%Th coNIF»N - S *� quantities & Material Safety Data Sheets CITY OF TUWILA 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): 0 Fill cubic yds. ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ 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 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. Data application accepted: Date application expires: 3 - mss Application take: (Initials) PLEASE SIGN BACK OF APPLICATION FORM NICPERMIT.DOC 1/29/97 ' BUILDING OWNER OR THO ED AGENT: Signature: Date: 8 /Z6n7 Print name: '3-E2 Y CR . LEE Phone: szz Fax #: $22 - y129 Address: I IBZO Nog.n p WA`i', E Soo, City /State /Zip: Ber EVUE, W A 89005 ALL NEW COMMERCIAUADDITION /M I- FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Tr Copy of recorded Legal Description from King County Cr ❑ Certificate of water /fire flow availability (Form H-1 la). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ 2i 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 $c'reening. 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). Er Vicinity Map showing location of site ' Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ Mechanical Drawings Er Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural drawings Er Specifications (if separate document) Er Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis Er Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent II 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. NCPERMIT.DOC 1/29/97 . A�1 yr11�1�� � ?.'J ::: >i: ?. _:;i; �: ? �: + 1 � ,ti;:,i � >•; $�'�;:_. : ��'v. ' �. . ' o 0 • NAME OF DEVELOPMENT: 00, ir0 rcol t n.) c= DEVELOPMENT ADDRESS: , l5 l NAME: LO +lk,ikwl S tic <r c - cS TEL. NO. 9 QC( -1 c i ADDRESS: ? y y s S s u t, •1 - d_ CITY/STATE/ZIP V(, L}'4 t e P- CO, 12.39 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ABE DESCRIBEDI: 6tiA R/z4A/ T Y 7 T C. / G (I / t\( ( CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) S'(re C}(CC_ SA 77 S/( co rIDf i / 0 r1( (^!' 3'L(DG perj2M/ < 7) 7 - o2F 4- •1 I (:2.r GoC.(776ti! / W e76 PA-0-K( i/(C> ! s °kW C' - CYI ICfl Pm_ 11. -- r - 7 4C/f&) ,reSPt'c:i"Co' f R VUR << 11c& As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 2tbo - ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and all f a final inspection by this date: ( / C' / 78 1, or risk having the City use these fu s t out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby glut riz he ity to go onto the property to carry out completion of the above deficiencies. I further agree to p to w listed above prior to requesting inspection and release of these funds. SIGNED: THIS FUND IS A THORIZED TO BE ACCEPTED. ice c.J S f'ND /too c G A7L r CASH Q CASH EQUIVALENT DEPOSITED THIS DATE: -/2'? / e' SIGNED: AMOUNT: Tw CITY RECEIPT NO. ) DEPARTMENT HEAD: RECEIVED BY: Ri try) I cur r I S CHECKED BY: • � „iIX[:: vOY.u4�RaiKf...tiv:KV.Ka( ww.<ViCW�:s/N. <.... n..v..[. w...rtOJVRw. •.v.....•��.w.+in .v..,. Vw:. �: vnNw: n. x�wKW .OWO.Wnv:.w.Cwww.JJ..:nw..�. w..w��[v.aww..�v..RVaw�wv+w� �.�� �� r�»�w. 4 .f to be completed by :± a CASH EQUIVALENT — LETTER AUTHORIZING RELEASE s•kINANCE DEPT. DEVELOPER'S REPRESENTATIVE: All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. L k) \4G-- rr-1\-i AUTHORIZED BY: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD City of Tukwila DEVELOPER'S PJECT WARRANTY REQUEST FORM TITLE: E-- DATE: L _ry1-- PERMIT NO.: D \ 7 - cis DATE: Li I have reviewed the above work and found it acceptable and therefore authorize t release o the above cash assignment. DEPARTMENT: Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 0i11 • : :.:IPONSMTT• . • , • . • „.." • t t• • 2 , 090 0,0 - 04.12 8 3 E 04 C t 1.: 1 i4i1 • • i ;.•• I) VP E . Inei • D F. V a 1.01 (4 1 rrc1 1o, :3,62204:-910'7,...• • • ••• • • • • s smcoo 04' Ltt ".1:151 • fl XON. •UR i cr 1 i COSTr o L • r.t.1 • • • foil• c 24 •766 qq• is Iylil9t 2,000..00 It.ltal ALL PROIS: 2 4 1,766..49 : • • . al n Ai:60Atift Code Deticription - A)riOultt OOTADING 000VOEPOSI1 • .2.009,i00 COMMENTS: /Ai - i ,, 6 ,, r pAn km/ cs / 5" 4.A Al D C r' It movai) ro c1' 0 F CI , & W / F r / R e - D r roR hinimArr C Eavcr , Cps r re) ? e IA/Colt pw A re: p /A/ ro 1)ev 6201'611 r r toA P /2 A iv Fo t( c 1.-r , C ( cc/2 li //VC= ,-, K e,..e c ciit_f CC Y Pe 1> cv e. 4.-of( WS" GiAk2_yeelivTr a iv r . Phone No.: • - ' Projct: , r -it° ) - 03 --:- CA ze. 111C Type of in P /Am \A/11c - )e ...i Address: . ..- -,„ 1)91 ‘ . - )A -/ XOn .Dk• . Date called: .3 Special instructions: .,. • c...,:, Date wanted: a.m. P.m. Requester: Phone No.: • - ' -," .•XApproved per applicable codes; Receipt No.: ..............omearmentovntweten.roavseRnormaumswiewstra="01= INSPECTION ,RECORD Retain a copy L h permit *INSPECTION NO. CiTY OF TUKWILA BUILDING DIVISION * 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Ii Corrections required prior to approval. Inspector: , V C72 / A/ (114 drif Date44 *a pi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • • - •••■ p.ci5: • PERMIT NO. • CITY. OF . TUKWILA. Add ress': S uite 'Ten'ant. Type D EVP ERM Parcel :# ;'362304 -9107 k;k4kkkk ' kk4,4 **•k•k **•k ,•k* *•k :rnri t orid'i t ions: • No.. c�iange. `: 1 1 . , . be made to the plans unless ..approved by the Arc hi,tect. Eng ineer n the Tukwjla Boild;ing • Div l ion Plumbing perni•it:. a:hal l fa .r`ed th o7gh.,,the :Seattle -King. Gc unty Dega tment :ot<Py �ic�Hea"1`tl " ,ttn3b q wi 11 'l;e isipected by theter`i o„ iiy, including all -gas `p;0`, n (296 4 sh ts e 722 1. .. � ,� f ar• faKs ' ittc) . 5 • Ei.ect r�ical s I . �;h c'b taui'ne tht hi th ' •~ . ., Oki i � � e; T �. '� . '�` �` l�r � 71 g t o n State Divi ofi =�aLabor ; . • and Industries an � eYLlect /cal wo'rE. wi 11 =,iev�inspec te'd by that agency x(, 4:8 A1.1 permit`, 1ri_Dec;tion`r ec s, d, ;and approved plan; `asha ay.a i'lat�.l ''at the J site prior ;,to the :.tar t'ot any can =. documents to he ma i nta i ci ne end ava.i abl brit'i1 'f.iinal inspect, ion a pproval` i S. granto d Al;l G 'We 1ding`'shal.l - b,e done bv:W. A 6.0 cer w lder' and special n.s e teal ,'('Cii3 ... - Sec. 306(a15 Al 1 ip;gh str,eng•th bolt "nq ,steal 1 special inspect Sec " ,306(a`)'6) F Bol �. l' i l in n ..cocrete ishal 1pe 's peci�a 1 inspe Cep d a ( UB,�£Sec 2)....w.w. t: wt e x pee`/ inSpec.t"ion` 1s, r e?ither the owner t: • ar�cl,, to tY;c�r engineer, shall :notifv'tit e Tukw.i1'a Building C)11s'ion of ap:poin `of the''in- pe.vtion -agencies pr�io af the ,�' i ^�.t 4 �7u ; i1tiing i°�ris,peG•tiun 'CoEi�i•e tit "all special inspect ian .r'ept its shall be submitted to the .'Bui l,ding Di-vi ion i,i »a timely manner. Report ,i 11. contain adciress. project name,.., permit numb and . type `'`oiF , inspect iorj' being pertor;:nleCi =, r The sp'eC is l inspector shall subin i t a- f`i na 1 , i gn,ed report ' stating, ; rhethe`r• t he :Work requiring special inspection was`. .to the be ° s;t of the insOe.0 tor 's knowledge, in contOtmance'. • 'With approved plan* and specifications and the 30011 applicable workmanship.,provisions of the' UBC Subgrade preparation inc1ud:i.ng :: dra:inage, excavation, compaction, arid!.fi.l.l requirement shal,il' ,, conform s,t•iji6t'ly with. recommendations givet ?..in the so i'lsr`ep.ort. l 1 'Al 1 construction to; be done in conformance Sri th•'approv,ed 'plans and requirements` o.f. ''.t � • . g Cod �e7 (1 994 1- Unirit o§ °rn ri t .Edition) as'amended, Uniform Meehanica'l Code (1994 Edition), and Washington State Energy Code (1994 Edition), 12 Validity of Permit. The issuance of a permit or approval of 'plans,_ specifications, and computations shall not be Con- strued to be a permit for or an approval of, .any violation. of any of the . p r o v i s i o n s of the b u i l d i n g code Or of any other ordinance of the jurisdiction, No permit presuming to give authority to violate or cancel the provisions of'this code shall be valid. ' 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 14. The site shall have permanent erosion control measures in place as soon as possible after final grading ha: been completed acid prior to the Final Inspection. Status: ISSUED: Applied 09/05!1997 Issued: 02/10/1°913 k•k*•k•k ** k k*k k *•k k*•k* k* k•kk•k•k k*•kkk•k•k•k A••kk k•k kk•k•kk Permit No: •D97-0295 ur�uant `ta 'the `; appl.icarl;C's letter af;'2 /3f this m perit s appr oved =sub' • j ect' to ; t.i ,0-.1 d v : . . th ` Boar d f r <Archi tectcrral ev:i. ew requirement t o e,1 im . ec. f;ty,'site. Illumination is satisfied Staff wifl r e :cogn; e • ha; tech nical l: imitations at.:l i'g.hting fixtures to mini,mi e ir�'ect ; atf' _sit lu : ina;t o irr. .g ,:Ce. a:dd more l : c u to hi;e }ding) v u au1 i•ng` aver 5B cy, shall. - require :applicat for a Haul ing • r�mi t :'pr i.o to ;any :;ass . iated activity t h :i be : ver;:i f ed i n .wr i ti ng to the , Utilities Inspector • Drat a th "e landscape irri system `contains ....• a Sta ` ep'r trn ent of Hea lth. approv ed daub 1 e check` va.1 s as embl y.. hi shall be done.p t F na Insp ection xte`rio canopy ; 1 i gh,t thg : o t he n the east ` and ,nor th. sha l i be le le�ted: per BAR:, : and ing. :Zon Code re Ulrem , : and as r7.eed .to by the Contact - 0 " primarily affects �hts A 2 and E; -1 , wfhe �e `l i ght i nq: *ha l 1 'b ,d ".l..et vu la ch an g es ,to s:;i t or` bui 1 dti;ng' e.xtev iar without r i tten � rovo - 1 fro `he "Pl r,Di1Fv'�iot ` App ol whethe r t or v 'r a`l by 'ot her ~ re e: ent fi va v es G�C' crper ced t � : r e q ui r e ment vv -• - J ,.� .. .. ��! � � � „ • "4*** *4.4."1 4c . ,..** A4i4*4 : A . :;4*4' . *-***** Vt 4 : 4 r ic** ; „r'N.c,HrT. i t - Ictrk :A.:•!C *** I 4c k!„±r A Nk...4-4 • TRN6MIT:u,nbr R9700788 6' 8 • • 1( • • i On: . MUL V Al414Y.::, • . ,; DEVPEIUI DUELOPI4IiI.IT PEIU•1 ET Ptr.cei NC): 3 (43 ••;- : • •-■—• • • "11l. 'SAX014' Di • , PR ICE - CUTC0 • Total .F,e s:: 24. - is Pvrnrit ": 42 T o • A LL P int, s : 24:« 8b0 .9 • •• • : i; 1 anc41::•... • • D e, s 1 it iori .." • " A tip t DO (.1 42.00 :• -,-."-,,-,-:,:., ... ...':- .-..- --- . . . . . . , .. . . ' . . . "31?6,8 06/30 9717 TOTAL • 42.00 • ., , .,.•• .-,.• , • . .A *•,.i ** * *-:*.* A **, ** . , . * **2 W T1.1.1 ., • :1;16 '-":•,'-', ! • : •• .'•• -: - r iljlid !.314 T. I *•:*.***.*:if**11 *.• .A, 4 r.Ic* *;* IF 1-1 *444; i% * * *,4,* * It' /A.: 4 01,(4,Nl3 Yi 403 17 ::: - it ':.!` 0 0 7 3: ' A in o 14 n t:: ; : . , • 42.00 )1i/i0.1./98" 1.521 ,, ,,. • ' .- -.. i.,04:cit1•••14e t Vic) tk . Nat 41; in t , 141.1L.01:11 '' • • ': I ti it : V, a 1' . • • • . • • .• „ " • , Per'nt No r)97 Ph1114. '1.4.Y.P..:LiiFt4Etti • . • • ,. • . .• • „ " • ••• • ••• .; • • :•••••••' - • • . „. , • . , „••• • .••p:•,Yfld tit'es%;.t• •• PI UCL C0$'1* Of I F.I4 •••• 1ct1 rE 2402 - •• ••: - 2. 1 4 - .;:q(3. 99' • • • • • .• , • ' • • itrit.a.: • .00 ;•. • t; cr.:krt (I:n 0 " t, • 0O/122 t300 •• • 42 . 0) • • , ,,• . • • ., • • 2407 06/02 97i9 • TOTAL 42,00 • k * A * -it 4 irk k It** k.k.k kgr.k*A4c+***44r4r k*A* 40 —A ..4**.lt i k 4 t* te4.1} Y OFTUKWILR, WP TR ANSMI I :fr4rie* *A4c* A k A—JcA **A **A * 4 c**A4r.A-4. . *11.1e ** A* *A 4 IA 'k * RANSMIT Number: R9700755 Amount: 2,000.00.04/28/98 09:20 Paymeht, Method: CHECK Nota t ion: WILLIAM KARRAS Init: 13LH Permit No; D97-0293 Type: DEVPEttil DEVELOPMENT PERMIT Parcel Not 362304..9107 ite Address: 11.51 SAXON DR • Location; 1151 SAXON DR , EAST OF PRICE COSTCO OPTICAL FA Total Fees: 24„766.99 his Payment , 2,000.00 Total ALL Pints: 2 4,7 6.9 9 Balance: .00 • ****A4*.*0,**4******400—“,%).***Itt.i.o**144.4 Account Code L)ecri pti on A !Au u t COO/306.908 BUM. DIJ10 DOND/DEPOSIT 2,000.00 )4/29 9717 TOTAL 2000.00 ' • - ," s2Zg •-•-• . • •• ki■-.4..01:k.1% 4 ±i4*4 11* A 14ei V05 Pyment Method: . . . . . . CHECK C S It 0 WHOLESALE In • • • ••-• - • - ' • •••• • ' Permit No: D97-0295 Type: M • DEVELOPMENT PLIU'iIT Parcel No: 362304-910? Site Ad dress: •-',114.: SAXON OR • • • • • F 0 1ott1 Fs: 22,766.99 This pment •:.' •': 126.00 Total ALL • :•;. • • • - * •fr 4 40 • Acc'aurit rt -.- • • ...Amourit • • • -- PLAN '•• " • • • ..•••. • , .• .4";""• • • ..• • •.,• • -.•••.- . . • „.. . • 126.00 • • . Payment k * .*' * A4 y4* ** 4kk' k•k•k:1 *•k:kAkAir*I0 *1 4k ' {e•kkk * kA' l T.Y 'OE 7 UKYlI4;A, WA TRANSMIT k . ,!:.**1 4:;k:1*kA:k+k.•AkkIt.4 A, *�k•,} : fi: k Atit• kki fr�w. k_k k•, kk• Ak kk�t *A:k•Ak,k.k•A-'k+k *k *kAkk: ''I Ai�5if11 ,Number.: Amauirit: • 885'.25 .02;09/98. 15:53 'CHECK Notation: MULVANNY • ARCHITE Init, t3LH. Per.mi:•t N aN 'D97-0295 type: DE'VPLRM.. DEVELOPMENT • PEfMIT: Pa'ree No 3t:,2304 -11.07 te es < : ;Add,rs: ' 1 i- 151 SAXON DR • Lacai;'iarac 1151 SAXON OR, EAST OF PRICE CCITCO OPTI.CAL• FE Total -Fees,: • 2 {',64O.99. 865.25 Total ALL' Pmts: 22,640.99 Balance: .00 .44*•*•k' *•k.� dl' * * *' *tit **Ak•A * *4k *i *a' *of* *totit *iAa•A , “*•h4hi *'**44,*,A tit *•Aka•d *•k Descr i pt i an Amount EfU];LDING - NONRES 565.75 PLAN CHICI: :- UTILITY .. 40.00 S1AT.E BUILDING SURCHARGE 4.50 ' INSP. FEE -' UTILITY 1 300 INSP FEE 'F•LH /LI / 30.00 INGP . FEE - • STORM DRAIN 13.00 FLOOD ZONE CONTROL:' 50.00 LAND ALTERING. PERMIT .FEE 133.00 LAND, ALTERING PLAN CNECV 50.00 Account' Code .000/322:.1,00 000/ 34'3. 1330 '000 /386 »9 .000 /342. 401./3.42 »'400... .412/34,2.4•00 0'00/,322,.400 :0OO/322.100 ','000/345;.830 t k,1,•k *k * *:k4 islk * / *'h *1•Ir.* k *A *1 * • * tk •Mk•k *A * * *k * . ** *.. *•kk 1..E Y QF TUI(WI.I:A W� ' TRfiN5 ii'I .f. * k , k * * : ► • k A t •4 .* k * k •A �kL+vF ,1;1,.. e i dr .k •k k :i 4e •A 'k ;t * A k TRA ,Mu0.1.4 ', P 9700700• mourtt 21;;388.00 61 /i 2/:•98 10:23 Payment %;Method CHE • , 'CIh• Notat'i on: • C':'STC,CE : LE In it: ECJP erinit.:No - .D97:-O295.`: _.. TYP?a DCVPERM DEVELOPMENT: PERM17 areal Nam 362304 -9107 i to Address: 1151 :SAXON DR Location: EAST OF PR ICE LCISTCO OPTICAL FACILITY •total Fees: 22' 88.00 Total ALL . Pmts: 21 1 X 755.74 Balance "r 82t r gal A•h•k114r **• A*4.1k *h•ka*•k *11 ; *4.,I4,k4* *kA *A*4•k. “• A• k• A, tk*, 1, 1 •.kk.A•A,►,1* .A•*4•,1 * *;40*k* De: ^iption Amount 104,. :367.000 TRAFFIC MITIOATION FEES 21,8:00 'AccOUIt; Code'. !,•i . „„•,. • ,... . • CETY-OF'-':.TUKW.ILA WA r TRANSMIT ******,***.*********i**.. **", *** * krshirr.:41.03617 R97-06640., Amount : 3,67L74 09/05/97 16:S8 tyment Metncid:'- CHECK Notation: COSTp0 WHOLESALE triit SLB Perniit No DS7-0235" Type DEVPIRM DEVELOPMENT PERM]T Parcel No 362304-9107.' •., STte :44-4 : SAXON DP • :` , „ 1151' ' 'Total Fee 937: 99 TPns :Payment.' . Total ALL Pmts.', '367 74 BRIance:- 570.25. Account: Code De:scri pti pn 1 : mount 0 0 at 3A5 830 PLAN CHECK-- MOORES' 367.7 4::- 1707 09/013 /717 TOTAL 367.74 , COMMENTS: (. cg. 7.. //mac SP&L7?intG. (CA iv oP' 6a ooF GrcffrS) KO r A 2e T, Address:, f S1 • ' ' '` >AKo ' 7 t (e:-t c--r G cA-,2Gr cx ee i7 S 11A Co if D(TroovS. 'Date'c alled:«` /".›. , (, 1 ;. 11'2.Cg7 7'"G C- .S't'T46-C roes °Ad.A c c Vet. ! F Y Z 7 /nl C i nr'S Ti4. C.-CO-7o re' f -(O Z 7"o /../41c 7 . R. e at.) E'S 7 Requester: p Mode .5 //V Pt rJ j2eacl//ze /t1M e7 »A ru.M w C.. d F M C1 O OF ACA-arm C4(7' -'-o /Au rkcC $"' FAtC t - Project;,.., . C©STCo CIA S: Type of inspection _ .. P-C/l ivki t Address:, f S1 • ' ' '` >AKo ' �, , � • p 'Date'c alled:«` /".›. , (, 1 ;. Special instructions: I ) 4 , : . Date wanted: ` ` . a.m. p.m. Requester: p Mode .5 //V Pt rJ Phone No.:. , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. Inspector: K IL/kreS,..r V w e 73 Date: 61!o 7pc5 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1!1 o� !t(SPeCTio" pf ci4AcoiP`t' `(Gffi ,irc 1/ , tl C- 4- w -- t*t A cv/emivCeT l=2oi4 co 1 A C"rog_ - 7"a)fi T C"A/si0f_11 1- I Cff 71 2e - SF((&zbr?'p As - t; it EC fl irsr v/1(7 Mow a ?"o SCifmovA nl (4/e j ? A,2 8' ICo r .5 eb /,t P/ - c b/- s9 CG c Vrs(ecc-plum LI GfrT 62- l'-i0lrs 12 , tC i, a lr'0. k )C f V/aC. L 4 5 • - r ► 0 . s ^ Request= / GG91 Y I TT �W( ku (4E M&CJf 7 VeZ(FY sIle (b21) /.lc'C At✓C ASSa2- 770g5 1VlD 77A -Pe si 7 c),4 / et ut3/Uf X202 -to V /�i /G a dot A a ,,. Ig$PeCT o, i- ecaUefS (fc.._ FA}cG� Tb SCVw, Project T Type,of inspection: Address: D . ')/C ' Date called. / /' Special instructions: D Date wanted: a a.m. Request= / GG91 Y I TT Phone No.: Receipt No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 INSPECTION RECORD ' 4 Retain a copy with permit ( 1,1,),a0 INSP5OTION NO. PERMIT NO. Date: (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. I Inspector:l ex/vim! / / M v Date / r 42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Project: /f , '. , umio ( � Type of inspection: _ t/o /" ` �t'� Address: . Date called: ( Special instructions: Date wanted: a.m.. p.m. Requester Phone No.: yt:..... .ti v: >. �.�5•Ha „G'+.t:.;f•.p � :f.�:�Y -5 .fii':;�4 >�a� PERMIT NO. INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 II Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with per (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: / A c4.4„,. Date: !' $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: + INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 431 -3670 Project: Approved per applicable codes. Corrections required prior to approval. COMMENTS M1• Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Date: 41 `'i COMMENTS: 7Q 5 /I 2 co4sr PAR -K,NNc 1$t/t -AIDC ; a 13e ic.+0val) 70 Ce OF 1 5 c.AWP C/ G�ct GA(/R / 7)47 T Ff7R ii '()k4Air GGem-/L 30/,Ce. . T re) ! in/C oft Pd2}t Td;'b /N' "bettG- 2GP6rz f (A. JA A M -7^Y Fuk Lt C fFT/n/sr , Special instructions: , Co ' � Cu/2_ �s .-- Requester: T on y SIT - L(C ff'T iM 'Czs o lc f ce C CND( 7 vA Y Pm n / T Y ©ts F L Cr, \ALA Proj ct:. t �'ckll nc Type of j ection: .` 4t.n¥V . Address: ,.... 0 S in /g. . called: .3 31 - 1 Special instructions: , Date wanted: a.m. p.m. Requester: T on y Phone No.: 318- (.91D- o n GO W V.N. . . INSPECTION RECOR Retain a copy with per INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION * Ue-1 OY\- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. Inspector: 4:7/ /+/O (Ali C- %I CJ Corrections required prior to approval. Date : /4g $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: . Cf , Gk. 1 •Type of inspection: Address: ei Vt DA . Date called: 1,.. 7/2-3/ "8 i1/5/ Special instractions: .(' Date wanted: 7/r2- 3/fg am. P.m. Requester: Phone No.: • r eceipt No.: INSPECTION REC Retain a copy with INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • Approved per applicable codes. I I Date: PERMIT NO. (206?45:8 Corrections required prior to approval. P ti: bAoh,- I I )./c._IAId•A--1.:11vL i lnspector: 6li Date: El $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Project: ...i , ,-/- , (b . On (CAL Type of inspection: Address: Date called: Special instructions: Date wanted: ' a.m. p.m: Requester ' Phone No.: ,- INSPECTION RECORD Retain a copy with .b nit CTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ____...imn.mumwstextmassonarzygot I I Approved per applicable codes. [Inspector: Receipt No.: ' ' I I Date: 4 0/14 $42.00 REINSPECTION FEE REQUIRED. Prior to inspect( n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. ' ' • 7-o4 Date: RMIT NO. (2 670 . . • , • • ; . • . ; • ; • • ", • , • Project ( a5(� 6A - ar,I Type of inspection: r -1- L If Address: ' /f 5 i 5 biz. . Date called: 43 iiY a.m. Special. instructions: 'Date wanted: i Requester: . 04/}� ! A'6 SC�i/I%Ildi / Phone No.: / COMMENTS :. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per!applicable codes: ^' Inspector: I Date: C $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECO D Retain a copy with nit Corrections required prior to.approval. Date: D 77 -c 2? PERMIT NO. (20 431 -3670 Project:. /1 _ _ (..05 Gas Sfafi�h T of inspection: sD Fi vial Address: )15J -Saxo Dr Date called: 3- 30 - 98 Special instructions: Date wanted: p 3`31- / a.m. p.m. Requester i on & 18- bIa-?; Phone No.: n e . !-i .Salmljf • INSPECTION NO. CITY OF;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: bQ1,A,u, .11..Q"AiuotiO 4 Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: INSPECTION REC Retain a copy with it J Date: . PERMIT NO. (206) 4670 Corrections required prior to approval. Date: � Project: n . / i__ rice %--0-STC0 Tyne of inspection: C-C.-/ ■driveway approach , Addres: i I e-- "I\ s :,. 1160 JAXori.1.1r. Date called: i •0 Speciatinstructions: Date wanted: i 1 0 1_ 1 , 1 c , ,aLiri. i - 1° P.m. Requester kA. , , ' ... 1 1-.- 1.-vn se ca. Phone No.: / \ lgl g) 3q1-3732. I ■ -•. • • ,• • ••' • , ." ' • • • , '.' • • . ., • '•" . ' • „ „ .• • • ' • ?.. •,•1 . [ Inspector;" ' • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: (_./ Type of inspection: / / / C Ad Special instructions: Date wanted: �l�� _ c,„ v�, � Date called: 2..... 36,c Jt :�+ ! a,r� Requester. No• Approved per applicable codes. g] Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ■ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: (_./ Type of inspection: / / / C Ad Special instructions: Date wanted: �l�� _ c,„ v�, � Date called: 2..... 36,c Jt :�+ ! a,r� Requester. No• Approved per applicable codes. g] Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: _..- s . - : C- TCO 6Asal fiGe Type of inspection: So Address: Date called: II 3 691q w '- Special instructions: , Date wanted: 3/ / ?MI a.m. P.m. Requester 12 Phone Na.: elt 61 3W. COMMENTS: INSPECTION REC Retain a copy with . . INSPECTION NO. . , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Inspector: I I Approved per applicable codes. r eceipt No.: 6u I I 92 —) NO. (2 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: : COMMENTS: ,o / //0/ u Typ: •f inspectio : • z•r�� A ra,�il :15. - R' nb { t , t. ed ,-- p iet y) I i n t -1-0,-,j al/9...J- +k ( 5 LI\ Special instructions: 1. 1 ,Th .' 0-0 0 ULL , 40 upN ii 13 terl _ • . c _• . I F J ∎OY\ ' Phone No.: 0ig — c c IY ) G• - a rr ► • W (cd .. A. ea 4 S C) a ' aeb IL'r w t 41 ) AC: Gvv� _ Ak J t 7 0 , .. rL L. L sae k., 4 u,L4kTv t .';L1 6 , / • i/'r 4 '. i.717�l16 X=.. Project: ,9� hrni Typ: •f inspectio : • z•r�� A ra,�il Address;/1 „J.h" (� /' a3 Date called: t 3 ) 3 Special instructions: Date wanted: / & a.m. /0. pin. Requester: 7 t7 Phone No.: 0ig — /c —3960 INSPECTION REC •,�' - Retain a copy with • fit INS TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 98188 Approved per applicable codes. 1 ,. Date: y le,(gc $42.00 REINSPECTION FEE REQUIRED. Prior to ins action, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. PERMIT NO. (206) 431 -3670 INSPECTION NO. CITY OF :TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98181 Project: Ty n p c 'on: Addr Date called: Special instructions: .%' Date wanted: / �j Requ er: /� Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with per OSZERECIMERM PERMIT NO. (206) 431 -3670 Ya- Qi Corrections required prior to approval Date: 3 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 43 8 INSPECTION NO. CITY OF :TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98181 Project: Ty n p c 'on: Addr Date called: Special instructions: .%' Date wanted: / �j Requ er: /� Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with per OSZERECIMERM PERMIT NO. (206) 431 -3670 Ya- Qi Corrections required prior to approval Date: 3 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: ,,, Cao5Tra GP161 i tkIt' Type of inspection: C-CAS Address: Date called: 41 LP CS Special instructions: ........ Date wanted: i 3/ t L i 7 a.m. P.m. Requester. Phone No.: t , Retain a copy with it 1 092 INSPECTION REC PERMIT NO. 1 (i06)r431 -3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 17 Approved per applicable codes. Date: 0' $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: Inspector: Receipt No.: Corrections required prior to approval. ; • • ' • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORI� Retain a copy with perri 7 - PERMIT NO. 4 (206) 431 -3670 Project. ,type of in ecf+' n: }�_ Addre��.� �� �� � Date called: � Special instructions: Date wanted: ��� ---11 a m. Requester y� _ �� �Z:�+� 171 per applicable codes. I I Corrections required prior to approval. IN\ I-f&.- IS i\ h-; t,IST)t,4.1 etlA rte... W► ttc 9J \ S 1 . .Inspector: 1 Date: I� . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiont I Receipt No.: Date: 1 wills t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORI� Retain a copy with perri 7 - PERMIT NO. 4 (206) 431 -3670 Project. ,type of in ecf+' n: }�_ Addre��.� �� �� � Date called: � Special instructions: Date wanted: ��� ---11 a m. Requester y� _ �� �Z:�+� 171 per applicable codes. I I Corrections required prior to approval. IN\ I-f&.- IS i\ h-; t,IST)t,4.1 etlA rte... W► ttc 9J \ S 1 . .Inspector: 1 Date: I� . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiont I Receipt No.: Date: Project: Type of inspectionT Address: , Date called: Special instructions Date wanted: Requester , .;:...' Phone No.: COMMENTS: Inspector: Receipt No.: Date: Dafe:. iNsPEcTici Nlitc9FI Retain Vik . ...-,,- A. y .,:: -'. . . :...,':::':.:-.: .. ' : . , • Retain a dopy ivith ' peon! ki'iti m :) 1 .. 911410.. • . , . • , ' :' :,:, :. .. :. ' :-:. . ..,., ', ' PERMIT NO CITY , Y:7,0 WILA BUILDING DIVISION riim . 6300 Southcenter "Blvd., ,#100, Tukwila, WA 98188 bli: .,(206) 431 K • pproved per applicable codes. 1 I Corrections required prier, to approval. 9 • , $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite-100. Call to schedule reinspection. . • • • • Orly titt ulnas a ate. INSPECTION REC Retain a copy with per INSPECTION NO CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: ' l Type Inspect'on Address: Dte called: i 115') �� . � . -11 �8 Special instructions: Date wanted: Requester: �. Corrections required prior to approval. Inspector: $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: 3 la Date: r Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: PERMIT NO. .. "n� (206) 431 -3670 Project: ( Typ ^�f�ins� Qt�o�n,:,..k" Address1 / �, a ' h Date called:. �/ _ „p p, Special instructipns ( Date wanted i� .....98 iU a.m. Requeste� INSPECTION RECOR �..� Approved per applicable codes. I I Corrections required prior to approval. Inspector: Date: 3 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No,: Date: Project: ,, C-05+0) ,, , , elit5b1 te-k..c Type of inspection: LA Address: /i 57 5 iill- Date called: 7 / 2 ' 6 7 Special instructions: Date wanted: t / a.m. P.m. Requester: A A y Phone No.: iflePAlem.a?"' INSPECTION RECORD Retain a copy with permit • INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION . 6300 Sii0thcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO (206) 431-3670 • • Corrections required prior to approval I Inspector: ‘.1 Date: 0 $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: Projectt‘ 6cis0 Type Address: I ; i tr 0 GNi4o Dv I Date called: Special instructions. ON Date wanted: Requester t Phone No.: %i I S (0[X'W INSPECTION NO. CITY. OPTUKWILA BUILDING DIVISION Spoo Southcenter Blvd ., #100, Tukwila, WA 98188 PERMIT NO. IAtt Corrections required prior to approval. C • •.C.Ukt71 p-rum9 0 I Inspector: Date: 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Project: 0.40 A j Type of inspection: Address: 61 . 51 4 15 (JV / Date called: 2 , t 1 _is Special instructions: Date wanted: 1.. t r q� a.m. Requester: _1. Phone No.: 0le) _ ti Z ,....31 (op INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 n Approved per applicable codes. COMMENTS: Inspect .. .4. 4 $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentpr Blvd., Suite 100. Call to schedule reinspection. L Pt No.: INSPECTION RECORWL Retain a copy with per lbcti-oz.675 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Date: `Address Project Name Sprinklers: Fire Alarm: // Hood & Duct: /— Halon: / Monitor: /r Pre-Fire: , Permits: Authorized Signature r�Y M.nS Y'Qp %i City of Tukwila Fire Department 1 / . ,C (./ . " l r 5 /1.. TUKWILA FIRE :DEPARTMENT :' ' FINAL APPROVAL FORM, Retain current inspection schedule Needs shift inspection ‹" Approved without correction notice Approved with correction notice issued TN'N7 "4 ntrre Suite # 3 /3/ /fp Dake / John W. Rants, Mayor Thomas P. Keefe, Fire Chief FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 , t • it', .• ..,, • • ,N64'Z'V403.T.kieitilltOig;:gA. .• • April 1, 1998 File No. 860-70155 mums Environmental to Geotechnical .Construction Consulting • Engineering • Testing Dave Larson CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address Permit No. Costco Gas Station 116 Saxony Way D97-0295 ..•., We have completed the requested special inspections on the subject project. Our final report, dated March • 20, 1998, is numbered FR3409. WORK REQUIRED WORK INSPECTED Soil bearing verification-1500 psf Structural steel erection To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Reviewed by: John F. Vicente, E.I.T., Project Manager, Seattle Construction Services Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. ies C. Freeli — , P.E., JCF/jfv cc: Dianne Schininan MULVANNY PARTNERSHIP. 11820 Nordin!) Way, #E300 Bellevue, WA 98005 Soil bearing verification-1500 psf Structural steel erection COMMUNITY DEVELOPMENT Infirmation To Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282-0666 • Fax 206/282-0710 RECEIVED APR 0 3 1998 FIELD REPORT . t . -Co - a, 5 ,10 , 0 i I Li ;5 t; is, 44Je ' id ,. , 1) gee e ; 9 10 ,e0 cal ii 4 ci p rth cif w e- /de r Keimeg 2.- i 4che 4 , 1 7.7... - 7 - 60 -424,1) ,...,,er. i-,/-/- ... i _ . _ I 1 ' di • i ( 0 / .4 14 1 ed‘ "tee* isi f ru .4i 4) ... 7 h 4) i..1 ec , , ,.',,je, ' ci 4. 0 i k. i o.2.. ( - de6._. . _ .._ _ ... • , - ; ,' r - .. ,-- . . '• 1 i 1990 APR 0 3 EDUIPMENTIDENTIFICATIONAND:S/N (AS.APPLICABL COMMUNITY :.'• • i INSPECT011:'.3 i • t tow— 1 • v apt/1E111 II copiEs'yo .:,-,...., .. „.;,.......•:,. • ...... ' • , .i' ' .',.. - '••• • • • . ' :,,;!:.- .,. i.;,: - '• " ' - ' • .. OWNER4:::: ENGINEER ARCHTECT " ., '.--' o1 CONTCTORZ 4 Ada111 - ..., .? .k.U.-e.4.CEARWPRIV: ALL . ,. CONFORMING : • NON CONFORMING TO APPROVED PLANS ARE . FIELDICONTAlir ' DATE BUILDItlap .. t SUFLIEly,, _;..-::::•,:.:.:. •• 6 . •••• -•- ' his report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made N within the defined scope of the work Certification shall not be construed to represent inspection, approval or accoptance of other associated work or a warranty of design or workability of the specification requirements." HOURS MILES I AME ON OFF ST OT \ • F)I ; 3 feie 9976 /2 To , 2.y TOTAL HRS. ' se rmanan Information LirimeU Build On Engineering • Consulting • Testing SEATTLE DMSION EASTSIDE DMSION (708) MOM FAX (208) 282-0710 (425)485.4244 FAX (425)485-481 &llv LA . 5 4,„A re ,„ F", Certified Report by Professional Service Industries FR-W.1 k ' — - PORTLAND CS DIVISION SPOKANE DIVISION I °14'. 1 • (503)254-8418 FAX (503)252.5808 (509) 535 -3571 FAX (509)535.1207 I • (503 232 TACOMA (503) 2324852 F ,,„ :, „,..,13. : , : FAX 4888 PORTLAND FORENSICS DMSION - e 04) r FR 3409 PENINSULA DMSION (380) 297-9821 FAX (380)297-8828 i tERMITaq° • oa. 9S CI ENGIN .4' 1AG,I: F(46, DPR PA TE: DATE j..1240/9" .FIELD REPORT r V i . • . ' - ' � . . . 7 1/ C. iAJ 0 r f e4 vireel e...44:1 r j ______9 u G.1 � i- • Gtic' - - - i t^t • .-. • w..., In% A W f• sip - 42,4j�t�' [� -... -- l`�' -s_ et e e '- - f i . i . e 4 „_, •t' ,•-e ki, N om , i . ---- "f -•'.0 ca_ 31 Rea uG { `F2 d ti rv c. t 'Ada. Ir7le r 4 ....r C z .1 . i-c... r 1'J' /'O Lam.: T: t?c.- 1-'I' . ; - i- ( • t a ( •%. f p APR 031998 EQUIPMENT. IDENTIFICATION ANDSIN AS APPLICABLE : COPIES TO • t' • ,. , ti . MAILED ::: INSPEC t' / TOR: _ DATE • v t' • 1 , • r - , .....N r- . _,, 1 ��.1 1 ALL'ITEMS;INSPECTED y . ='CONFORMING NO CO NFORMING TO APPROVED P LANS �_� ; � „ "'; � �,.,; COl�TRbCTO 2Z BUILD' t GpEPT ., SUPPLIER- r ' . ' . 4 `+ , �" �r� FIELDIC e ' " T, o WPRK � ; , OWNER , :,-. 0, . ARE .. _ ENGINEER ^� ARCHTECT , :C <. "This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc, is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acwptance of other associated work or a warranty of design or workability of the specification requirements." HOURS MILES NAME ON OFF ST OT l) ( 3 1 (ft<r d Ow 0 09 .3 2 9 TOTAL HRS 3 � ' Information To Build On Engineering • Consulting • Testing SEATTLE DMSION (206) 292-0688 FAX (206) 2924710 (425) 4851244 FAX (426)485-4811 i 2M w � tl,.s• .o, ADDRESS'?..:=.' ATTENTION p: p�r.NO "�t PROJECTZICO Certified Report by Professional Service Industries FR-98-1 EASTSIDE DMSION 1998 i + I TACOAKDM.510N —._J ( (14; FAXMR°1( 1cq / /Sao- %Merit up Alt F I /evug . c‘ - f.5 y �LENQ AWOL CI TY ='' PORTLAND CS DMSION PORTLAND FORENSICS DMSION (503) 232.7952 FAX (503 232.7886 ENGINE ARCHIT _ :Y' ' f "l;F�; GO(4TRAGT r4 tt � %r '�t'�..i'.vv0�rirH•:: AJti.. ‘, PROJADDRESS • • FR 3216 (503) 254.6410 FAX (503) 252.5608 (509) 535.3571 FAX (509) 535.1267 97 •v.9.f S PA-N SPOKANE DMSION PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8829 Aet " 44-4, ,, , •4 ESL-' A„", Sp y —�'-. i DATEI 3 - 4-ye . FOS NO�-- DATE 3 /2 ¢ /p2r HOURS MILE. I AGE I Sri COST CODE ON OFF ST OT 1 900 Contract Min, TOTAL HOURS Hours Chargeable MAILING ADDRESS PROJECT LOCATION FR 89.2 C TESTING LABORATORIES SEATTLE DIVISION EASTSIDE DIVISION ASTM TEST METHOD (AS APPLICABLE) A Division of FSt ot ''°"" � /•• ' Construction CMrunme • rnNrrM•/ • Tooling TACOMA DIVISION REVIEWED BY L EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit• tat to a third party, by any means, except in full, without the written permission of Pacific Testing Laboratories. is prohibited." � This certification attests to the accuracy of the results obtained from th- ,- . ormed and/or ooservalions made within the defined scope of the work. Certification shall not be constr • to r / •I_41•• •n, approval or acceptance of other associated work or a warranty of design or workability of the -peed; Ir. :. _ • • Certified Report by �Si.� Pacific Testing Labo �;�l ��:•./' / --% FIELD CONTACT: .h►.!� ... j � '� MODIFIED YES NO _ EXPLAIN: REPORTED J BY ` V I r,4. DATE w+4••e «•7.+w mtartre aWee'es•- Cfsi2�'F ="' f.' i' - . REPORT NUMBER FR 12 9 0 3 PREVIOUS RPT. NO. PORTLAND CS DIVISION SPOKANE DIVISION (503) 254.8418 • FAX (503) 252.5608 (509) 535.3571 • FAX (509) 535.1267 PORTLAND FORENSICS DIVISION PENINSULA DIVISION (206) 282.0666 • FAX (206) 282.0710 (425) 485.4244 • FAX (425) 485.4611 (253) 589.1804 • FAX (253) 589-2136 (503) 232.7852 • FAX (503) 232.7886 (360) 297-8821 • FAX (360) 297.8828 MULVA ?A R - MER SI-11 11 i2 0 &to R 0 P WA 3 i E300 ^ Q er,- L_1u�. WA 9?7ot NUMBS' #.�97 ' 9 ATTENTION: � / � I A 13 E Sk ko fAIJ ARCHITECT A _ CSk `1A - I S w 1 F ENGINEER v 7 QD A i ^) V w A NUMBER - o1'+ to CONTRACTOR A e S C 'LOA 'LOA kli WieweD Gr. -r c l- Pof� F(�0"' Geo lets u c.... la -DTs A l �U 2'3, 1 997 _ ) N S p &c -r Poor Ls P (Z E - Out 2 �,r t )500 PS-4 Aik1b I9 DATE '/d; 2/!, N BER E I / be) 0 I.SS VN S P& Tr- h , F& 0-1-1 ry G s XO - C a-ry of . Poo`,,,,,G-s l - S1 A-n) 17/J C w tJ , pre 2 �9-w NA'uc.. - , i s iw i CSr " S . �� ij i n� G 'fA Q- L P J heal c.) k R A-L -� S v 2 r- cc E UrlbP12. S4 Av2,4 -� ,.__ (� Sot 1 R r e r1/4.p u t- Imo i2 G —a d d WORK CONFORMS YES ::. NO f.. lb r 1. COMMUNITY NUMBER R. PANEL NUMBER I. SUFFIX 4. DATE Of FiFIM INOEX 5, 11PM ZONE 6. BAN FtLOOD ELEVATION TP. pate ‘ 74.,.0 [1.1 AO Zones. use (*A ) 5 30o t O' 78 F Mari 20 t996 Wens x „ Racy" are •w►�.a +AeV& • ll002 002 ELEVATION CERTIFICATE O.M.B. No. 3067.0077 FEDERAL EMERGENCY MANAGEMENT AQEINCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certIIlcate does not provide a waiver of the flood insurance purchase requirement, This form is used only to pro- vide elevation Information necessary to ensure compliance with applicable community ftoodptaln management ordinances, to determine the proper insuran ce premium rate, and/or to support a request for a Leger of Map Amendment or Revision (LOMA or LOMA). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right comer of this form. instructions for completing this form can be found on the following pages. 02/06/98 FRI 10:58 FAX 425822 - 9 ,• ••�,. .14: vn £ 4A zee r, 2223 SECTION A PROPERTY INFORMATION STREET ADDRESS (Induding Apt„ Unit, We and/or Bldg. Number) OR RO. MUTE AND SOX NUMBER COMPANY NAIC NUMUR . /Sd dJX Jy1 /Z/1 /T OTHER DESCRIPTION (Lot and Bloch Numbers, eta) CITY &TAI'$ KM Provide the following from the proper FIRM (See Instructions): 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ Non) '29 ❑Other (describe on back) 8. For Zones A or V, where no BFE Is provided on the FIRM, and the community has established a BFE for this building site, Indicate the community's EWE: I l l l l l . ❑ feet NGVD (or other FIRM datum -see Section 8, Item 7;1, 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 8 that best describes the subjeot building's reference level 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the reelected diagram is at an elevation of I I I J I 1.11 feet NOVD (or other FIRM datum -see Section B, Item 7). (b). FiRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L I _ I I I I Li feet NGVO (or other FIRM datum --tees Section B, Item 7). (c), FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1...1-.11-1 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level frorn the selected diagram is LJJ L I feet above 0 or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number Is available, Is the building's. lowest floor (reference level) elevated In accordance with the community's floodplsin management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used In determining the above reference level elevations:)( NGVD '2a . Other (describe under Comments on Page 2). (NOTE: If the elevation datum used In measuring the elevations is diffemnt than that used an the FIRM (See Section s, Item 71, than convert the elevations to the datum system used on the FIRM cad show the conversion equation under Comments on Page 2,) 4. Elevation reference mark used appears on FIRM: ❑ Yes W No (Sae instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construcion construction drawings (NOTE: Use of construction drawings Is only valid if the building dons not yet have the neferenoe level Poor In place, In which case this certificate will only be valid for the building during the course of Construction. A post - construction Elevation Certificate will be required once construction Is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I i' .I' 'IZ131 NGVD (or other FIRM datum -see Section B, Item 7). • MULVANNY PARTNERSHIP grins TUnILA SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C BUILDING ELEVATION INFORMATION FEMA Form 01-31, MAR 97 REPLACES ALL PREVIOUS MONS SECTION D COMMUNITY INFORMATION FOR INSURANCE COMPANY USE POLICi' NUMBER 1. If the community official responsible for verifying building elevations specifies that the reference level Inckated In Section 0, item 1 is not the lowest floor" as defined In the community's floodpieln management ordinance, the elevation of the building's lowest floor" as defined by the ordinance is: I 1 111 I .LJ feet NGVD (or other FIRM datum -see Sealion B, Item 7). 2. Date of the start of construction or substantial improvement ILTE RI:V RSE SiDE FOR CONTINUATION 0 2/.06/98 FRI 11 FAX 42582 �' 29 MULVANNY PARTNERSHIP.. Ij003 •� � ii, is t*A�t LOa 2223 KINKOS TUKWILA This certification Is to be signed by a land surveyor, engineer, or architect who Is authorized by start. or Meal law to certify elevation Information when the elevation Information for Zones M-A30, AE, AH, A (with BFE),V1-V30,VE, and V (with OFE) Is required. Community official. who are authorized by local law or ordinance to provide floodpiain managerrwtrrt information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued a building official, a property owner, or an owner's representative may also sign the certification, Reference level diagrams 6.7 and 8 - Distinguishing Features -lf the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feahrre(s), then list the Features) not included in the certification under Comments below. The diagram number, Section C, Item t, must still tie entered. I cert/y that the Information In Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 16 U, S, Cod. 4 Ci4AlzLgS E. psi Cz itrZ CERTIFIER'$ AME 4 r N r r TITLE 16 50 - 'AT)CO STR VA FED tqq 81 datet..1 di! i �� URE Copies should be made of this Certificate for:1) community official, 2) insurance egent/compeny, and 3) building owner. COMMENTS: NON g FLOOD �Vfr� ON BLAB A V 2ONas ZONss Yr :1 4 ADJACIMIT SECTION Q CSRFIFICA7ION LICENSE NUMBER for Atflx SI F012 A .E. __ u krr Nv mImmomr COMPANY NAME wan s.swINT Pig. 2 527 140 OATS • mommilmommommv (INPILIS, PleAS, OR COLUMNS The diagrams above illustrate the points at which the elevations should be measured In A Zones and V Zones, Elevations for all A Zones should be measured at the top of the reference level floor. ' Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. : . BENCHMARK REFER TO M.S.L. (MEAN SEA LEVEL) DATA OBTAINED FROM THE CITY OF TUKWILA AND ARE BASED ON ELEVATION 34.98 USING BENCH MARK F4, DESCRIBED AS FOLLOWS: NGS BRASS CAP DISK WITH DESIGNATION F460 IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT OF THE FRANK ZEPP BRIDGE OVER THE GREEN RIVER ON SOUTH 180TH STREET. BENCHMARK SET FOR SITE USE: EXISTING CHISELED SQUARE IN TOP OF NORTHEAST CORNER OF CONCRETE WALK. ELEV. =27.40 ■•••••■ • 02/06/98 FRI 11:01 FAX 4258224129 MULVANNY PARTNERSHIP MU LVPtR PR P HITECTS P.S. February 6, 1998 • Ms. Joanna Spencer City of Tukwila ' 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Costco Gasoline Tukwila, WA Plan Check #: D97-0295 MPA# 95-074B • Dear Ms. Spencer Based on maps and studies provided to us by the City of Tukwila we recognize 23.00ft to be the base flood elevation for the above-mentioned site Plan sheet C-1, provided, shows the islands at 1 ft or higher than the base flood elevation (24ft +). If you need any further information, please contact our office. Thank you. Sincerely, MULVANNY PARTNERSHIP ARCHITECTS P.S. Diane Schinman Project Manager Enclosure cc: Tim Anderson, Costco Wholesale Jerry Quinn Lee • Mitchell Smith • Carol Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822-0444 • FAX: (425) 822-4129 • .ali lArfgAi41:t $ 19 97 eotechnical Consultation ropos ed:Gas Station Addition ' 0th Avenue and Saxon Drive ukwila, Washington • • , • • .. , • .„ • • „ •„ .„, • • ..„ . ..$ SEP 0 5 1991 PERMIT CENTER - 0461 4 1!5 tr RECEIVED ' ITY OF TUKWILA . • • , :;•.••• '.'• : '• • • • t i • - • ••■• • • •^ •4:. • , ' • 1, * .•. • * . .;;;• ; • • •••44 , • . • Sii I , :••• • -4: '''. : •.-•'' • •‘-.-. • ••1" -.! .'• ":"....:"".. ;‘..: 1 • fL .,,. .• ,,, , , !1.).. ,...... : ,..., , . , ...... ./., ,,,: :-., 4 ,..•.•..,...;.....,',:'_....• ',.:..r...,.,,,,.....:....;.,..,......-..,...,,,,.,..........1:.,,....,-..! (... ; : ..." 1 ...._ ."..".,... /. ..,;....,.,.. . ,.., ,.. L ,. • :•N ,,, ■ . 1 ' ',/..'-':,'.•' ' ... ..li''c.: ...„.. :. ......,, , .- ‘.•,,.. .. .-:, .),:.: ..,,,,,:-.‘... ',N. I \ : '1,1) • t 1, ... ' - IC . . 4' , .,.- - . ...- .. .• I ' • . ' ..:< : .... ' ' : ‘'1' . .. ' . . ' ';'•' ‘;' . ' . /e. I . . . • • / • '• • , . • , . , • ,,... • I • • • • • 1.; • • • • * • . ./ . , ** ; !), :" file 09 75-0445..10- -•••• i;r i.. .•,. I . o 1111Engineers Costco Wholesale, Inc. c/o Mulvanny Partnership 11820 Northup Way, No. E300 Bellevue, Washington 98005 Attention: Diane Schinman July 23, 1997 INTRODUCTION This letter presents the results of our geotechnical consultation services for the proposed gas station addition to the existing Costco Regional Optical Facility in Tukwila, Washington. The site is located at the southwest corner of the intersection of 70th Avenue and Saxon Drive. Our services have been completed in general accordance with our revised proposal dated July 17, 1997 and authorized by Ms. Diane Schinman on July 17, 1997. We previously provided geotechnical design services at the site, the results of which were presented in our report entitled "Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington," dated July 18, 1996. We also provided construction monitoring services for the optical facility, the results of which are presented in our letter report dated March 10, 1997. We understand that the proposed gas station addition will be located in the northeast corner of the site, approximately 200 feet east of the existing regional optical facility. The addition will be constructed in the existing parking lot and will consist of installation of three underground storage tanks (USTs) and construction of three covered pumping structures. The USTs will extend approximately 17 feet below the existing ground surface. GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 861.6000 Fax (425) 861.6050 wmgeoengineers.com Frinied:onreryoled Geotechnical Consultation Proposed Gas Station Addition 70th Avenue and Saxon Drive Tukwila, Washington File No. 0975- 046 -10 Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska } Costco Wholesale, Inc. July 23, 1997 Page 2 G e o Engineer s SUBSURFACE CONDITIONS GENERAL The subsurface soil and ground water conditions at the site were explored during the design phase for the Costco Regional Optical Facility. The locations of the explorations, descriptions of the field exploration procedures, and logs of the explorations are presented in our report dated June 18, 1997. The subsurface conditions are repeated below for convenience of reference by the user of this letter. SCOPE The purpose of our services is to evaluate subsurface soil and ground water conditions as a basis for developing design criteria for the geotechnical aspects of the proposed development. We propose to develop our conclusions and recommendations for this study using the subsurface explorations completed for the optical facility. Our specific scope of services will include the following tasks: 1. Review the available geotechnical information in our files related to past activities at the site to determine if the recommendations and conclusions presented in our previous report are valid for the current site conditions and the proposed development. 2. Develop additional recommendations for site preparation and earthwork, including consideration of excavation and shoring requirements, and dewatering. 3. Develop recommendations for allowable soil bearing pressures and settlement estimates for foundation support of the proposed canopy structures. 4. Prepare a written letter report summarizing our conclusions and recommendations. SOIL CONDITIONS Soil conditions encountered in the explorations are relatively consistent. Subsurface soils generally consist of fill and alluvium. We did not observe a well- developed sod zone at the ground surface. Fill consisting of medium dense or dense sand with varying amounts of silt and gravel and medium stiff to hard silt with varying amounts of sand and gravel was encountered to depths ranging from 10 to 15 feet in the explorations. Alluvium was encountered in borings B -1 and B-4 beneath the fill. The alluvium in boring B -1 extended to a depth of 51.5 feet below the ground surface (the depth explored). The alluvium consisted of a thickness of 4.5 feet of loose to medium dense silty sand underlain by a thickness of 12.5 feet of very soft to medium stiff silt and organic silt with varying amounts of sand and organic matter. The silt was underlain by a thickness of 11 feet of interlayered loose silty sand and medium stiff sandy silt with organic matter. The layers were up to approximately 4 feet thick. Beneath the layers of sand and silt the boring encountered medium dense to dense sand. The sand contained occasional lenses of silt up to 1/2 -inch thick. File No. 0975- 046 -10 -1130 Costco Wholesale, Inc, July 23, 1997 Page 3 GROUND WATER CONDITIONS Ground water was observed in the borings during drilling at depths ranging from 10.4 to 12 feet below the ground surface. Ground water conditions at the site should he expected to fluctuate as a function of season, precipitation and surface water levels in the Green River. Perched ground water may develop near the ground surface during periods of extended precipitation. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on our review, we conclude that the conclusions and recommendations presented in our report entitled "Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington," dated July 18, 1996 are generally unchanged. Where the recommendations in this letter differ from those presented in the above report, the recommendations in this letter should be used for design and construction of the gas station addition. FOUNDATION SUPPORT We recommend supporting the proposed covered pumping structure on shallow foundations provided that the footings are placed on a minimum 2- foot -thick pad of compacted structural fill. The structural fill should extend laterally beyond the edge of the footing a distance equal to the thickness of the fill. We recommend that a representative from our firm evaluate the footing excavations before placement of structural fill. Any soils that are excessively soft may require additional overexcavation and replacement with structural fill. Exterior footings should be founded at least 18 inches below the lowest adjacent finished grade. Interior footings should be founded at least 12 inches below the top of slab or adjacent finished grade. These recommended minimum footing depths will be below the average frost penetration for this area, as indicated in available published information. We recommend widths of at least 18 and 24 inches for continuous wall and isolated column footings, respectively. Footings can be designed for an allowable bearing pressure of 1,500 psf (pounds per square foot) or 2,000 psf, depending on the tolerable settlement of the structure as discussed below. The recommended allowable soil bearing pressures are for the total of all dead plus long -term live loads, excluding the weight of the footing and any overlying backfill. This value may be increased by one -third when earthquake or wind loads are considered. Based on construction information from the optical facility, we expect that settlement due to applied dead loads will occur within two to four weeks. We estimate that postconstruction settlements for footings supported on structural fill will vary between 1/2 to 3/4 inch for an allowable bearing pressure of 1,500 psf and will vary between 3/4 to 1 inch for an allowable bearing pressure of 2,000 psf. The maximum differential settlement between adjacent, G e o Engineer s File No. 0975- 046 - 10.1130 • Costco Wholesale, Inc. July 23, 1997 Page 4 G e o E n g i n e e r e comparably loaded column footings is expected to 1/2 inch or less. Similarly, we expect that differential settlement along continuous footings should not exceed about 1/2 inch in 25 feet. EXCAVATIONS General All temporary cut slopes and shoring must comply with the provisions of Title 296 WAC, Part N, "Excavation, Trenching and Shoring." The contractor performing the work must have the primary responsibility for protection of workmen and adjacent improvements, deciding whether or not to use shoring, and for establishing the safe inclination for open -cut slopes. Because the soils within the depths of the proposed excavations consist mostly of fine grained sands and silts, we recommend that all excavations extending below ground water depth be dewatered. Otherwise, ground water flow into excavations could cause lateral movement of these soils into the excavations, possibly destabilizing the excavations or causing excessive ground settlement adjacent to the excavations. Construction dewatering is discussed further in a subsequent section of this report. Temporary Cut Slopes We recommend that temporary unsupported cut slopes greater than 4 feet deep be inclined no steeper than 1 ihH:1 V. This applies to fully dewatered conditions. Flatter slopes will be necessary if seepage is present on the cut face. Temporary unsupported cut slopes should encroach no closer that 10 feet laterally from existing structures or improvements. Some sloughing and ravelling of the cut slopes should be expected. Temporary covering, such as heavy plastic sheeting, should be used to protect these slopes during periods of rainfall. Surface water runoff from above cut slopes should be prevented from flowing over the slope face by using curbs, berms, drainage ditches, swales or other appropriate methods. If temporary cut slopes experience excessive sloughing or ravelling during construction, it may become necessary to modify the cut slopes to maintain safe working conditions and protect adjacent facilities or structures. Slopes experiencing problems can be flattened or additional dewatering can be provided if the poor slope performance is related to ground water seepage. Shored Excavations Temporary shoring will likely be necessary to support the temporary excavation for the USTs to maintain the integrity of the existing ground around the excavation and to protect the personnel working within the excavation. Because of the diversity of available shoring systems and construction techniques, the design of temporary shoring is most appropriately left up to the contractor engaged to complete the installation. However, we recommend that the shoring be designed by an engineer licensed in Washington, and the P.E. stamped shoring plans and calculations be submitted prior to File No. 0975- 046 -10 -1130 Costco Wholesale, Inc. July 23, 1997 Page 5 G e o Engineer a construction. The following paragraphs present recommendations for the type of shoring system and design parameters that we conclude are appropriate for the subsurface conditions at the project. The majority of the soils within the depths of the proposed excavations consist of loose to medium dense silty fine sand and soft to medium stiff sandy silt. We recommend that the excavation for the USTs be supported with sheet pile shoring. The design of temporary shoring should allow for lateral pressures exerted by the adjacent soil, and surcharge loads due to traffic, construction equipment, and temporary stockpiles adjacent to the excavation, etc. Lateral load resistance can be mobilized through the use of internal braces, tiebacks, anchor blocks and passive pressures on shoring members that extend below the bottom of the excavation. The lateral pressure for design of the UST sheet pile shoring will depend on the method of dewatering used by the contractor. If dewatering is accomplished around the exterior of the shored excavation, we recommend that the shoring be designed using a lateral pressure equal to an equivalent fluid density of 35 pcf (pounds per cubic foot). If the ground surface within 5 feet of the excavation rises at an inclination of 11/2H:1V or steeper, the shoring should be designed using an equivalent fluid density of 75 pcf. For adjacent slopes flatter than 11/2H:1V, soil pressures can be interpolated between this range of values. If dewatering is accomplished within the interior of the shored excavation, we recommend that the shoring below the ground water depth be designed for both soil and full hydrostatic pressures. For this case, the shoring below the ground water level should be designed using a lateral pressure equal to an equivalent fluid density of 80 pcf. We recommend assuming that ground water is approximately 10 feet below the ground surface. The passive soil resistance acting on the embedded portion of the shoring can be evaluated using a lateral pressure equal to an equivalent fluid density of 100 pcf. If portions of the shoring use passive elements such as anchor or reaction blocks, available soil resistance can be estimated using passive soil pressures assuming an equivalent fluid density of 200 pcf above the water table and 100 pcf below the water table. These lateral soil pressures do not include traffic or construction surcharges, that should be added separately, if appropriate. It is typical for shoring to be designed for a traffic influence equal to a uniform lateral pressure of 100 pounds per square foot (psf) acting over a depth of 10 feet from the ground surface. More conservative pressure values should be used if the designer deems them appropriate. The toe of the shoring will be embedded into fine- grained soils below water. Seepage of water below the shoring could produce piping or heaving that could potentially destabilize the base of the excavation, even with proper excavation dewatering. We recommend that the shoring extend below the bottom of the excavation a sufficient distance to prevent piping or heave. Assuming that ground water within the excavation is lowered to at least the excavation bottom File No. 0975- 046 -10 -1130 Costco Wholesale, Inc. July 23, 1997 Page 6 depth, the shoring should be extended at least 10 feet below the excavation bottom depth to prevent piping or heave. This consideration must be evaluated in more detail during design of the shoring and dewatering system. GeoEngineers will be available to consult with the project team and the shoring designer, and to review the shoring and dewatering plans prior to construction. This will allow us to evaluate if the designs are consistent with the intent of our recommendations, and to provide supplemental recommendations in a timely manner. Excavation Dewatering Ground water was encountered at depths between 10.4 to 12 feet below the ground surface at the pump station location. Therefore, some form of ground water control will be required at the site to install the UST's. We recommend that the excavation for the UST's be dewatered to at least 2 feet below the bottom of the excavation. This dewatering will likely necessitate the use of well points. The dewatering at the site must remain in operation until such time that the UST designer determines that positive buoyancy of the structure has been achieved. Dewatering at the site can be accomplished from outside of the sheet pile shoring or from within the shoring. As discussed above, dewatering from outside of the shoring will lower the pressures on the shoring and may reduce the overall cost of the shoring system. However, dewatering from outside of the shoring may not completely lower the water within the shoring and additional internal dewatering may be necessary. Regardless of whether dewatering is accomplished from outside of the sheet pile shoring or from within the shoring, we recommend that a number of observation wells be established both outside and inside the shoring to monitor the ground water levels. In our opinion, the contractor should be responsible for designing and installing the appropriate dewatering system needed to complete the work. Appropriate discharge points should be designated by the contractor. Also, the contractor will need to obtain the necessary discharge permits from regulatory agencies. We recommend that details of the dewatering system be reviewed by GeoEngineers prior to construction. This will allow us to evaluate if the designs are consistent with the intent of our recommendations, and to provide supplemental recommendations in a timely manner. Shoring and Dewatering Construction Considerations In conjunction with the shoring and dewatering, a monitoring program should be performed by the contractor to determine the effects of the construction on the adjacent optical facility. As a minimum, we recommend that horizontal and vertical surveying points be established on the shoring and on the adjacent optical facility. The survey points on the existing facility should be read prior to the start of the construction activities, and the survey points on the shoring should G e o E n g i n e e r s File No. 0975- 046 -10 -1130 Costco Wholesale, Inc. July 23, 1997 Page 7 be read prior to excavating any materials. When the dewatering and /or excavation begins, surveys should be made at least weekly until the excavation backfilling operations begin. More frequently readings are recommended during critical construction activities, or if significant movements are noted. Extraction of the shoring following completion of the backfill placement often leads to localized settlement of the adjacent ground. Consideration should be given to delaying placement of the upper 2 or 3 feet of backfill in the shoring area until after the shoring is extracted. This will allow for a greater degree of compaction in the surficial areas and the opportunity to work soils into the voids left when the sheets are extracted. Contractor Responsibility These discussions regarding excavation shoring and dewatering are presented to provide the project owner and designers with general information regarding the type of shoring and dewatering that may be necessary, and the level of effort necessary to construct these facilities. This information is not intended to provide final design parameters for the contractor who will design and install these construction facilities. It is the contractors responsibility to review the factual data presented in this report, perform any additional investigations and tests deemed necessary to characterize the soil and ground water conditions at this site, and to develop independent conclusions regarding the design, construction, and operation of the shoring and dewatering systems. BUOYANCY DESIGN The as station tanks will extend below the ground water level, therefore, buoyancy uplift g g Y Y P may be a concern. We recommend that the buoyancy of the tanks be evaluated on the basis of the dead weight of the tanks and /or structurally connected dead men or tiedowns, not including any soil resistance to buoyancy uplift. The soil resistance should be excluded because of the possibility that the backfill around the pump station structure could be effected by seismically induced liquefaction. G o o E n g i n o e r a • O • File No. 0975- 046 - 10.1130 We trust this provides the information you require at this time Please contact us should you have any questions concerning our findings or recommendations, or should you require additional information. SDS:KGB:wd Document ID: 0975046.R Two copies submitted Copyright ° 1997 by Geo Engineers, Inc., All rights reserved Yours very truly, GeoEngineers, Inc. Shaun D. Stauffer; P.E. Project Engineer K enneth G. Buss, P.E. Associate GeoEngineers File No. 0975-046-10-1130 0 e oEn ir inters RECEIVED • CITY OF TUKWILA • • , SEP 0 5 1997 PERMIT CENTER Der)-00V File No. 0q75-038-10-11311,0711l96 July 18, 1996 --if sad Geoseientisu Offices in Washington. Oregon. and Alaska . PriceCostco, be. 999 Lake Drive Issaquah, Washington 98027 Attention: Mr. Jack S. Frank We are pleased to submit three copies of our report entitled "Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington." Our services were completed in general accordance with the scope of services presented in our proposal dated June 18, 1996. We provided preliminary geotechnical recommendations including preliminary preloading requirements in a telephone conversation on June 28, 1996. We appreciate the opportunity to work with you on this project. Please contact us if you have any questions. MSR:KOB:cms Document ID: 097503111 • Fus No. 01175-031-10 cc: Ms. Angela Yusuf (three copies) Mulvaney Partnership 11820 Northup Way Bellevue, WA 98005 GeoEngineers. inc. 8410 154th Avenue N.E. Redmond. WA 98052 Telephone (206) 861-6000 Fax (206) 861-6050 Yours very truly, GeoEngineers, Inc. ..# - 1Kenneth G. Buss, P.E. Associate INTRODUCTION • SCOPE eee . .....;•..... . ..... . • ... • • SITE CONDITIONS SURFACE CONDITIONS SUBSURFACE CONDITIONS General Soil Conditions Ground Water Conditions CONCLUSIONS AND RECOMMENDATIONS GENERAL SITE PREPARATION 4 STRUCTURAL FILL 5 SETTLEMENTS 5 PRELOAD FILL 6 SETTLEMENT MONITORING 6 SHALLOW FOUNDATION SUPPORT 7 FLOOR SLAB SUPPORT 8 LATERAL LOADS 8 RETAINING WALLS a PAVEMENT 9 DRAINAGE CONSIDERATIONS 9 SEISMICITY 10 General 10 Liquefaction Potential 10 LIMITATIONS 11 FIGURES Vicinity Map Site Plan Settlement Plate Detail APPENDIX A FIGURES Soil Classification System Key to Boring Log Symbols Logs of Borings G e o E o$ i o e e r s APPENDICES Pao= Appendix A - Field Explorations and Laboratory Testing A -1 Field Explorations A -1 Laboratory Testing A -1 E12002 A -1 A..2 A -3 ... A -6 File No, 0975-031- 101130/071896 writ.- #.a4wa'i u.Y.kMMNiW'4wtlMif.7m k:NtltraC.eYoroa. TiMw.gey. G e o E e s i n e e r s REPORT GEOTECHNICAL ENGINEERING SERVICES PLANNED OPTICAL FACILITY TUKWILA, WASHINGTON FOR PRICECOSTCO, INC. w.._ .—+..«,.+.--+...... e.....» .�..w+...+vc...rrwwr.MM.M[i5:i! INTRODUCTION This report presents the results of our geotechnical engineering services for the planned PriceCostco Warehouse Facility to be constructed in Tukwila, Washington. The site is located approximately 283 feet east of Andover Park East and south of Saxon Drive. An existing Costco Wholesale Warehouse is located north of Saxon Drive. Home Depot which occupies the site to the south, currently owns the property. The location of the site and the general configuration of the proposed project are shown on the Vicinity Map, Figure 1, and the Site Plan, Figure 2. The ground surface elevation over the majority of the site ranges from approximate Elevation 21 feet to Elevation 24.5 feet. We understand that the proposed facility will include a one -story building approximately 160 feet wide by 220 feet long. The design loading for the slab-on-grade floors will be approximately 350 pounds per square foot (psf). Interior column loads are estimated to be 100 bps. The proposed finished floor elevation for the slab -on -grade is Elevation 25 feet. SCOPE The purpose of our geotechnical engineering services is to evaluate subsurface soil and ground water conditions as a basis for developing design criteria for the geotechnical aspects of the proposed development. Our specific scope of services will include the following tasks: 1. Review available information and geotechnical engineering studies in our files. 2. Explore the site by drilling one boring in the area of the building to a depth of 51.5 feet below the ground surface and three borings to a depth of 15 feet below the ground surface in the parking area. 3. Complete a laboratory testing program to evaluate' the engineering properties of the underlying soils. The laboratory testing included moisture and density determinations. 4. Develop recommendations for site preparation and earthwork required to establish design site grades, including consideration of excavation requirements and remedial work on any existing fills which are insufficiently compacted, evaluation of the suitability of on -site materials for use in new fills, recommendations for any imported borrow needed, and fill placement and compaction criteria. 5. Develop recommendations for allowable soil bearing pressures and settlement estimates for shallow foundations. 1 File No. 0975 -036.10.1130N71t96 '4 G e oE n g i n e e r s .nvr.•.+.�.sw�wnw.. fvt +IA'ilvw4ratWY SITE CONDITIONS krllf }I/Kt *Wie. 6. Evaluate requirements for support of ground level floor slabs either on -grade or structurally, and recommend a preload or surcharge program, if appropriate, based on our evaluation of potential long- term settlements following completion of building construction. 7. Provide seismic design criteria based on the Uniform Building Code, including expected accelerations during earthquakes based on the standard of practice used in the Puget Sound area. This will include evaluating the liquefaction potential of the underlying soils. 8. Provide recommendations for pavement design sections in roadway and parking areas. 9. Provide recommendations for lateral earth pressures including active pressures for retaining and dock-high walls and passive earth pressures on footings. This includes the coefficient of base friction against sliding. 10. Provide recommendations for surface and subsurface drainage. 11. Prepare a written report presenting our conclusions and recommendations together with supporting field and laboratory data. SURFACE CONDITIONS The site is nearly rectangular with a average north -south dimension of approximately 240 feet and an east -west dimension of about 690 feet. The existing site is generally flat and covered with grass. A row of trees is present along Saxon Drive. In addition a birch tree is located on the northwestern portion of the site. A railroad easement is located along the north side of the site. Saxon Drive and an existing Home Depot store form the west and east boundaries, respectively. Seventieth Avenue South forms the south boundary. The Green River is located south of 70th Avenue. SUBSURFACE CONDITIONS General We evaluated subsurface soil and ground water conditions at the site by drilling four borings. A 51.5- foot -deep boring was completed within the proposed building footprint. Three 15- foot -deep borings were completed in the parking area. We also reviewed the report prepared by GeoEngineers for the Home Depot store entitled, "Report, Geotechnical Engineering Services, Proposed Home Depot Store, Tukwila, Washington," dated December 2, 1992. The approximate locations of our explorations are shown on Figure 2. Descriptions of the field explorations, laboratory testing procedures and the exploration logs are presented in the appendix. Soil Conditions Soil conditions encountered in borings B -1 through B-4 are relatively consistent. Subsurface soils generally consist of fill and alluvium. We did not observe a well- developed sod zone at the ground surface. 2 File No. 0975 -038 -10. 1130/0718% Fill consisting of medium dense or denser sand with varying amounts of silt and gravel and medium stiff to hard silt with varying amounts of sand and gravel was encotmsered to depths ranging from 10 to 15 feet in the explorations. Alluvium was encountered in borings B-1 and B-4 beneath the fill. The alluvium in boring B-1 extended to a depth of 51.5 feet below the ground surface (the depth explored). The alluvium consisted of 4.5 feet of loose to medium dense silty sand underlain by 12.5 feet of very soft to medium stiff silt and organic silt with varying amounts of sand and organic matter. The silt was underlain by 11 feet of interlayered loose silty sand and medium stiff sandy silt with organic matter. The layers were up to approximately 4 feet thick. Beneath the layers of sand and silt the boring encountered medium dense to dense sand. The sand contained occasional lenses of silt up to 1/2- inch - thick. Ground Water Conditions Ground water was observed in the borings during drilling at depths ranging from 10.4 to 12 feet below the ground surface. Ground water conditions at the site should be expected to fluctuate as a function of season, precipitation and surface water levels in the Green River. Perched ground water may develop near the ground surface during periods of extended precipitation. CONCLUSIONS AND RECOMMENDATIONS GENERAL We conclude that the site is suitable for construction of the proposed building and parking areas provided a preload program is completed within the building area to reduce post construction settlements to within tolerable limits. Assuming site filling and preloading as recommended herein, the proposed building may be supported on shallow spread footings founded on structural fill. Based on information provided by you, we understand that finished site grades will be up to 1 to 2 feet above existing site grades. Placement of fill in excess of about 1 foot above the existing site grades and the imposition of building loads will result in settlements due to immediate compression and consolidation of underlying compressible soils. The building fill pad and preload should be constructed far enough in advance of erection of the building walls so that the majority of settlement due to these loads will have occurred before structural connections are made. We estimate that it will be necessary to leave the preload fill at full height a minimum of 10 to 12 weeks. If the building pad area is surcharged, we estimate that it will be necessary to leave preload/surcharge in place at full height at least five to six weeks. If settlement monitoring data indicates that settlement is occurring at a rate greater than or less than that estimated, the duration of preload/surcharge period may be reduced or extended accordingly. G e o E n s i n e e r s 3 File No. 0975-038-10-1130/071896 ... �. ��.. ���w. N� «.•mkwsv�.viww.,sw'nw.aw4s!LLYwV Vnv.wvrv.nt�;wa.vMVr.N» srH... xw� !4tNhwY,�iau+.ry +ww�...ww...+. Existing near - surface fill soils present across the site are quite variable. We expect that site access by rubber -tired vehicles will be difficult during wet weather where silty soils are present. Temporary roads may be required on some areas of the site during wet weather where the fines content of the near surface soils exceeds about 5 to 10 percent. If a portion of site grading activities are completed during wet weather, we recommend that all structural fill consist of an imported free - draining granular material. During dry weather, a portion of the import fill may contain an increased percentage fines (that portion passing the U.S. No. 200 sieve) provided the fill can be placed and compacted to the recommended minimum standard. Our specific geotechnical recommendations are presented in the following sections of this art: • Site Preparation • Structural Fill • Settlements • Preload Fill • Settlement Monitoring • Shallow Foundation Support • Floor Slab Support • Lateral Loads • Retaining Walls • Pavement • Drainage Considerations • Seismicity SITE PREPARATION We recommend that all trees and grasses be removed from building and pavement areas prior to any grading. We recommend that the site be thoroughly proofrolled with heavily loaded rubber -tired construction equipment prior to fill placement. Proofrolling should only be completed during periods of dry weather. If soft or otherwise unsuitable areas revealed during proofrolling cannot be compacted to a stable and uniformly dense condition, the soft soils should be removed and replaced with structural fill to the depth determined by the geotechnical engineer. If site preparation is completed during wet weather, the subgrade should be evaluated by probing with a steel hand probe to identify areas of soft soils which may need to be replaced. Some of the existing near- surface site soils are sensitive to disturbance from construction when water is present. Temporary roads may be required for access to construction areas on some portions of the site during extended wet weather. Our experience suggests that a thickness of 12 to 24 inches of sand and gravel with less than 5 percent fines, crushed rock or quarry spalls will be necessary to provide support for construction equipment. We anticipate that it will be beneficial to place geotextile fabric on the subgrade in soft areas to provide a separation layer between the silty subgrade soils and temporary road base materials. G e o E n g i n e e r s 4 File No. 0975 -038.10- 1130/071896 ! STRUCTURAL FILL All fill in pavement and building areas should be placed as compacted structural fill. Structural fill should be free of debris, organic contaminants, and cobbles larger than 6 inches. We anticipate that the fill material placed to achieve final site grades will likely consist of imported material used for the building area preload. The suitability of soil for use as structural fill will depend on its gradation and moisture content. As the amount of fines (soil particles passing the U.S. No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult, if not impossible, to achieve. We recommend that structural fill for wet weather conditions consist of sand and gravel with less than 5 percent fines. During periods of extended dry weather, the fines content may be increased somewhat, provided that the moisture content can be controlled to achieve adequate compaction. The existing near - surface fill soils consist primarily of sand with varying amounts of silt and gravel. As the fines content of the fill soils increase they will be difficult to impossible to compact properly when the moisture content is more than a few percent above the optimum moisture content. We recommend that all fill placed within the building areas and within 2 feet of the pavement subgrade be compacted to at least 95 percent of the maximum dry density as determined in accordance with ASTM D -1557. The structural fill with this density criterion for the building areas should extend laterally beyond the perimeter of the building a distance at least equal to the height of the fill. We recommend that all structural fill placed more than 2 feet below the pavement subgrade elevation be compacted to at least 90 percent of the same standard. The floor slabs and pavement should be underlain by capillary break and subbase materials, respectively, as described later in this report. We recommend that structural fill be placed in horizontal layers of appropriate thickness to achieve the required compaction. Each lift should be uniformly compacted as recommended before placing additional lifts of fill. We recommend that the appropriate lift thickness, and the adequacy of subgrade preparation and structural fill compaction be evaluated by a field representative from our firm during construction. A sufficient number of in -place density tests should be performed as the fill is being placed to determine if the required compaction is being achieved. SETTLEMENTS Placement of fill above the existing grades and imposition of building loads will cause consolidation in the underlying soils. We estimate that between 3 to 6 inches of settlement will occur as a result of the planned areal floor loads of 350 psf and footing pressures of 2,000 psf. G e o E n g i n e e r s S File No. 0975 -03R•10.1130 /071196 The settlements are likely to vary across the site because of variation, in the thickness and compressibility of the softer underlying soils. We therefore recommend that a preload fill be placed to induce settlement before the building loads are applied. PRELOAD FILL The amount of settlement estimated to occur under the design floor loads is greater than that which is typically tolerable by this type of building. Therefore, we recommend that a preload program be completed to simulate the majority of the expected floor loads and reduce postconstnuxion settlements. The purpose of the preload fill is to preinduce a major portion of the settlements which would otherwise occur when building and floor loads are applied. The preload program will also significantly reduce potential differential settlements due to variability in areal loading and thickness of compressible soils. The required thickness of the preload fill will depend on the expected floor loads. We recommend a preload thickness of 5 feet for floor loads of 150 psf and footing pressures of 2 ,000 psf. The preload thickness is in addition to any fill placed to achieve site grades or form the building pad. We suggest that preload fill consist of sand and gravel, as described above for structural fill, so that it can be used in grading other portions of the site. Use of sand and gravel will also minimize difficulties associated with rehandling and compaction of the fill if it must be removed during inclement weather. The crest of the preload fill should extend to full height for a distance of at least 5 feet beyond the perimeter of the proposed building areas. Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. Following the preloading period, the excess fill can be removed from the building areas and used as structural fill in parking or other building areas. We recommend that the upper 12 inches of the building pad fill be recompacted to the minimum standard described above after the preload has been removed and before the floor slab is constructed. SETTLEMENT MONITORING In order to evaluate the magnitude and time rate of settlement of the building pad and preload fill, we recommend that settlement monitoring plates be installed prior to placing any fill in the building areas. We estimate that thi preload fill will need to be left at full height a minimum of 4 to 5 weeks. If settlement monitoring data indicates that settlement is occurring at a rate greater or less than that estimated, the duration of preloading will be reduced or extended accordingly. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 3. We recommend that settlement plates be placed approximately 25 feet in from each corner of the building, and that one additional settlement plate be located at the approximate center of the building footprint. Initial elevation readings of the settlement plates G e' o E a s i n e e r s 6 FBe No. 097543$-104 130 0711196 .. ...... w. -.rs.y r..ava.r.ro�:n.w ✓rwr �.r+e.rr+rr. »r..wr r.uns�ror.*eevrr..u...w.... w...+.,. »,.... • � +... »....a.- ..n....v »rs.l must be obtained when they are installed and helm any fill is placed. If this is not done, the initial settlement behavior of the fill pad will not be recorded and the value of the observations diminished in that the total magnitudes of settlement will be unknown. This will likely result in a longer preload period than would otherwise be necessary. The elevations of the plates and the adjacent ground surface should be measured two to three times each week during and after completion of filling so that settlement progress in relation to the amount of fill in place can be defined. We recommend that the readings be taken by the project civil engineer and the results forwarded to our office promptly after each reading for evaluation. The presence of the measurement rods which extend from the settlement plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging the rods. The construction documents should emphasize the importance of protecting the settlement plates and measuring rods from disturbance. SHALLOW FOUNDATION SUPPORT We recommend that the building be supported on shallow foundations provided that the footings are placed on a pad of compacted structural fill. Foundation construction should not be started until settlements from filling/preloading operations are complete. We recommend that all footings be supported on structural fill extending to a depth of 2 feet below the bottom of footing grade. We recommend that the structural fill extend a minimum of 2 feet beyond the edge of the footing. We recommend that a representative from our firm evaluate the footing excavations before placement of structural fill. Any soils the are excessively soft may require additional overexcavation and replacement with structural fill. Exterior footings should have a minimum embedment of 18 inches below the lowest adjacent grade. Interior footings should extend at least 12 inches below the top of the floor slab. We recommend an 18 -inch and 24 -inch minimum width for continuous and isolated footings, respectively. Footings may be designed using an allowable soil bearing pressure of 2,000 pounds per square foot ( pat) for dead plus long -term live loads. This value may be increased by one- third when considering transient loads such as wind or seismic forces. The weight of the footing and any ball over the footing may be neglected when estimating bearing pressures. We estimate that the settlement of continuous strip and column footings supported as described above will be on the order of 1/2 to 1 inch for the assumed loading conditions provided that the site is preloaded as outlined in the previous sections. Differential settlements should be on the order of 1/2 inch or less in 50 feet along continuous footings or between similarly loaded adjacent columns. The majority of these settlements should occur within four to six weeks after applying load to footings. G o o E o a i a e e r• 7 File No. 09754311- 10.1130/071$96 FLOOR SLAB SUPPORT The floor slab for the proposed facility should be underlain by a 12 -inch thickness of capillary break material placed over compacted structural fill prepared as recommended above. We recommend that the capillary break consist of crushed rock or clean, well - graded sand and gravel compacted to at least 95 percent of the maximum dry density based on ASTM D -1557. The capillary break material should have a rnuimum particle size on the order of 3/4 inch and have less than 5 percent fines (material passing the U.S. Standard No. 200 sieve). We recommend that a vapor retarder such as plastic sheeting be used to provide an added protection against upward migration of moisture into the slab. The vapor retarder is especially important if the first floor office areas are to have carpet or vinyl flooring. If a minimum of 12 inches of structural fill consisting of clean sand and gravel with less than 5 percent fines (material passing the U.S. Standard No. 200 sieve) is present as a result of fill placement for the building pad, the aforementioned capillary break layer is not necessary. LATERAL LOADS Lateral loads can be resisted by passive resistance on the sides of the footings and by friction on the base of the footings and slabs. Passive pressures may be computed using an equivalent fluid density of 300 pcf (pounds per cubic foot) if all soil extending out from the face of the foundation element for a distance at least equal to two and one -half times the depth of the element consists of structural fill compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). The top of the triangular passive pressure distribution should begin at the bottom of adjacent floor slabs or paving or below a depth of 1 foot where the adjacent area is unpaved, as appropriate. Frictional resistance can be evaluated using 0.35 for the coefficient of base friction against footings and floor slabs. The above values incorporate a factor of safety of about 1.5. RETAINING WALLS We recommend that walls for loading docks or other building walls which will serve as retaining walls be designed for lateral pressures based on an equivalent fluid density of 35 pcf, provided that the walls are free to yield during backfilling. The above lateral soil pressure does not include the effects of surcharges such as floor loads, traffic loads or other surface loading. Surcharge effects should be considered where appropriate. In settlement sensitive areas such as beneath on -grade slabs and the upper 2 feet of wall backfill beneath paved areas should be compacted to 95 percent of the maximum dry density determined in accordance with ASTM D -1557. At other locations and below a depth of 2 feet in paved areas, wall backfill should be compacted to between 90 and 92 percent of the maximum dry density. Care must be exercised by the contractor to avoid overcompaction and consequent damage to the walls. G e o E n s i n e e r s $ File No. 0975.03$- ID.1t30/071e96 G e o E n g i n e e r s The recommended equivalent fluid density assumes a free-draining condition behind the wall. This may be achieved by placing an 18- to 24-inch -wide zone of sand an gravel containing less than 5 percent fines against the wall. A perforated drainpipe should be embedded in the free - draining sand and gravel zone along the base of retaining walls to remove any water which collects in this zone. The drainpipe should be tightlined to an appropriate discharge point. PAVEMENT Pavement subgrade areas should be evaluated and prepared as recommended previously in this report. The pavement recommendations provided below have been prepared for pavement sections bearing on existing fill compacted to 95 percent of the MDD (maximum dry density) in accordance with ASTM D-1557 or a minimum thickness of 12 inches of structural fill compacted to 95 percent. If the subgrade soils are soft, it may be necessary to overexcavate the soft soils to a depth of at least 12 inches and place structural fill consisting of clean sand and gravel. A non -woven geotextile fabric, such as a Amoco 4545, Polyfelt TS500 or equivalent, may be necessary beneath the 12- inch - thick structural fill subbase where soft subgrade soils are present. To prevent unnecessary disturbance of the existing subgrade soils from construction traffic, we recommend that construction traffic be kept off moisture sensitive soils to the extent practical when the soils are wet. We recommend a minimum pavement section over the compacted subgrade or subbase consisting of at least 2 inches of Class A or B asphalt concrete (AC) over a 4-inch thickness of densely compacted crushed rock base course in light traffic areas and at least 3 inches of AC over 6 inches of crushed rock base course in driveways and heavy traffic areas. Materials and placement of the AC should be in general accordance with Sections 5-04, 9-02 and 9-03.8 of the 1994 Washington State Department of Transportation Specifications for Road, Bridge and Municipal Construction. The crushed rock should be in general accordance with the specifications for crushed surfacing top course (CSTC) in Section 9 -03.9(3) of the WSDOT Specifications. DRAINAGE CONSIDERATIONS We recommend that pavement surfaces be sloped away from building areas to route drainage away from foundations and floor slabs and toward the storm drain system. We recommend that all roof dains_be connected to tightlines foz .diveuion- into.the,.appropriate storm drain system. (We also recommend that perimeter foundation drains be installed around the planned building and at the base of loading dock walls because of the possibility of perched ground water conditions to develop in the fill. Drainage of water from the pavement base course and subbase can decrease the likelihood of pavement distress. Grading the subgrade surface to drain toward catch basins and drainage outlets will discourage the trapping and accumulation of water in the base course on top of the subgrade. Small holes can be provided in the portion of the catch basins that is adjacent to the 9 File No. 0975 -038.10- 1130/071896 G e n E n g i n e e r s ...,. rru+ umwaxss�. vssrcvvu�; rearn�aartwuraawnrutaxaukahraacw =nnsm� tnr.� taw. rnun.• sw ..r+t......«+w.,.......w.o...w 10 subbase or base layer, provided that the expected water level within the catch basin will always be below the elevation of the holes. The holes should be covered with a suitable geotexti a fabric placed against the outside of the catch basin to prevent piping of the subbase material into the catch basin. SEISMICITY General The Puget Sound region is seismically active and lies within Seismic Risk Zone 3 with a Seismic Zone Factor (Z) of 0.30 as classified by the Uniform Building Code (ICBO 1994). We recommend the project site be classified as Soil Profile Type $3, as defined in the Uniform Building Code. This profile type consists of "a soil profile 70 feet or more in depth and containing more than 20 feet of soft to medium stiff clay but not more than 40 feet of soft clay." Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American plates. The Juan de Fuca plate is subducting beneath the North American Plate. Each year 1,000 to 2,000 earthquakes occur in Oregon and Washington. However, only 5 to 20 of these are typically felt because the majority of recorded earthquakes are smaller than magnitude 3. Because of the thick overburden of glacial sediments, no active surface faults have been discovered. Also the distribution of the recorded seismic epicenters is scattered and does not define a mappable fault zone. In recent years two large earthquakes occurred which resulted in some liquefaction in loose alluvial deposits and significant damage to some structures. The first earthquake, which was centered in the Olympia area, occurred in 1949 with a Richter magnitude of 7.1. The second earthquake, which occurred in 1965, was centered between Seattle and Tacoma. It had a Richter magnitude of 6.5. Liquefaction Potential Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces, results in development of excess pore pressures in saturated soils and subsequent loss of strength in the deposit of soil so affected. In general, soils which are susceptible to liquefaction include loose to medium dense clean to silty sands which are below the water table. The evaluation of liquefaction potential is complex and is dependent on numerous site parameters, including soil grain size, soil density, site geometry, static stresses, and the design ground acceleration. Typically, the liquefaction potential of a site is evaluated by comparing the cyclic shear stress ratio (the ratio of the cyclic shear stress to the initial effective overburden stress) induced by an earthquake to the cyclic shear stress ratio required to cause liquefaction. We have evaluated the earthquake - induced cyclic shear stress ratio at this site using an empirical relationship developed by researchers for this purpose. A design earthquake with a magnitude File No. 0975 -038.10.1130/071896 tin of 7.5 on the Richter scale and a peak horizontal ground acceleration of 0.3g (acceleration due to gravity) was used for our analysis. This earthquake magnitude is estiauted to have a return period of about 500 years (approximately equal to a 10 percent probability of exceedanc a in 50 years). The cyclic shear stress ratio required to cause liquefaction was estimated using an empirical procedure based on blow counts from an SPT (standard penetration test) obtained from the borings. This method relates the cyclic shear stress ratio required to cause liquefaction to the SPT value and the fines content of the soil. The results of our analyses indicate that portions of the loose to medium dense sandy soils underlying the site have a high to moderate potential for liquefaction, respectively, during the design seismic event assumed. We have altimated settlement due to liquefaction of loose to medium dense sandy soils for the design seismic event described above using an empirical method developed for this purpose. Our estimates indicate that total liquefaction - induced settlements may be on the order of 1 to 3 inches at this site. We anticipate that differential settlement across the site will be about one -half of the total amount of settlement. The preloading the building pad area will mitigate some of the possible liquefaction- induced settlements. We anticipate that total liquefaction settlements following preloading will be about 1 to 2 inches and differential settlements will be on the order of 1/2 to 1 inches. While this level of ground settlement is above the normal design criteria for buildings in this area and may cause some damage to the floor slab and/or footings and supported structure, it is not expected to cause collapse of the structure. Several measures are available to further reduce differential settlement below footings and floor slabs caused by liquefaction at depth. One alternative is to support the footings and floor slab on several feet of clean crushed rock placed over a strong geotextile. The crushed rock pad and geotextile provides a more rigid base for the foundations and thus reduces the effects of differential settlement. It also allows pore water pressures from the lower soil units to dissipate thus reducing the potential for loss of strength of near- surface soils. Placement of a crushed rock pad as recommended should reduce the effects of liquefaction settlement on the building. However, differential ground settlement will likely still occur during a design level earthquake ' and some damage to the floor slabs and/or structure could occur. If PriceCostco prefers to design and construct a structure that will not sustain damage due to liquefaction- induced settlement, we recommend that the floor slabs be structurally supported and the building be supported on piles. We suggest that life cycle costs of different foundation support alternatives be evaluated when selecting appropriate foundation systems for the proposed building. LIMITATIONS We have prepared this report for use by PriceCostco, Inc. and other members of the design team in design of a portion of this project. The data and report should be provided to prospective GeoEnsineer$ 11 File No. 097343840-1130/071896 4. rExPIAEs 7. yr,. I MSR:KGB:ems nocwoeos m: 09750311.R G e oE n g i n e e r s 1MN..iw.5.w. W.uttn W n W NnOnsxw+os Y w �m uvrsMtglMai¢ c�YCY� .M1ftwrcYm.MLw. +m.w..uuy.v.�..« w.� contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. If there are changes in the grades, locations, configuration or type of construction for the buildings, the conclusions and recommendations presented may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we should be retained to review the appropriate portions of the drawings and specifications to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are probable variations in subsurface conditions between the explorations. Such variations may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes if the conditions revealed during construction differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. • O • We appreciate this opportunity to be of continued service to PriceCostco, Inc. Please call if you have any questions regarding this report. Respectfully submitted, GeoEngineers, Inc. Mary S. Rutherford, P.E. Associate 12 � . 4 �J . !/\ n'o'te= i Kenneth 6. Buss, P.E. Associate File No. 0975 -038.10.1130 /071896 dV$ MAIM •uomw.d unogspo 'opsoJ JO .Sn loomed Jos" "sap loom* sad Au, Jo No sonpad.J Jo Adoo 0$ injm sin s! W 'SdWI SO$ 9 SW4OHL Pel idao sl dau snu "Sdrw 'S0148 SYYMOF' 1. Mi p.lUIJd uoNiNu.d I11 M p.or>pOJdSH 000i 1334 M 3" VOS 0 1 t: i I- y 11 . j V, i 11 "� i__:rJ S tt wwti; L i is coca fry _ la _ N EZl ` • aUfe •N J I • I+�FW�'µwv,w ,,.«».. �.M.....•.... �»..........«... �_.__—..,.......... W„.,,.. w.. R. 4 ,,,a.��n�c.,Fw�a.ex.c�+.,H,.µ.� Explanation: 6-1+ Boring • Reference: Drawing 00-3, entitled 'Site Plan, Costco (VOW FacIANY: provided by Mulvaney Partnership dated 08/14/98 Engineers 5 SCALE I : • Proposed Perking • roperly Line •e- Geo Engineers 50 ' SCALE IN FEET 100 SITE PLAN FIGURE 2 Measurement Rod, 1/2 -inch- diameter Pipe or Rebar Casing, 2 -inch- diameter Pipe (set on plate, not fastened) Existing Ground Surface '�i Coupling Welded to Plate ,: G u /.. %%: \\ 0 / / / „ / / / \���/ \\ , ..1. Sand Pad, if Necessary Geo Engineers \ •• /.I \ \ (Not to Scale) •A , .;.. „vi. .• SETTLEMENT PLATE DETAIL FIGURE 3 •.. Settlement Plate, 16'x16'x1/4 NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5 -foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. �' G e o E n g i n e e r s APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS The subsurface conditions at the planned Pric eCostco warehouse facility were explored by drilling four test borings to depths of 15 feet and 51.5 feet. Three 15- foot -deep borings were drilled in the proposed parking area. The 51.5 -foot -deep boring was drilled within the proposed building footprint. The test borings were drilled on June 21, 1996 using truck- mounted, hollow - stem auger drilling equipment (B-59 Mobile Drill rig) by Holt Testing, Inc. of Puyallup, Washington. The approximate locations of the explorations are shown on the Site Plan, Figure 2. Our exploration locations were measured by taping from existing site features. Relatively undisturbed samples were obtained from the borings using a 1.5 -inch inside- diameter split-barrel sampler driven into the soil with a 140 -pound hammer free - falling 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring logs. Additionally, two Shelby tube samples were obtained in the test borings in general accordance with ASTM D1587. The Shelby tube samples were obtained by smoothly advancing a 3- inch- diameter seamless steel tube into the soil. The borings and test pit explorations were continuously monitored by a geotechnical engineer from our firm who examined and classified the soils encountered, obtained representative soil samples, and observed ground water conditions. Soils were classified in general accordance with the classification system described in Figure A-1. A key to the boring log symbols is presented in Figure A -2. The logs of the borings are presented in Figures A -3 through A-6. The logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change might actually be gradual. If the change occurred between samples in the borings, the depth of the change was interpreted. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Selected samples were tested to determine their moisture content and dry density. The results of the moisture content and dry density tests performed on samples obtained from the test borings are presented on the boring logs. A - 1 File No. 0973 -038.1041301071596 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 60% Retained on • No. 200 Sieve GRAVEL More Than 50% of Coarse fraction Retained on No. 4 Sieve CLEAN GRAVEL OW WILL-GRADED GRAVEL. FINE TO COARSE GRAVEL OP POORLY-GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Then 60% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND . SW WELL-GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND I. FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SLT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry • Absence of moisture, dusty, dry to the touch in general accordance with ASTM 02488-90. Moist • Damp, but no visible Water 2. Soil classification using laboratory tests is based on ASTM 02487 -90, Wet - Visible free water or saturated, usually sell is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. Geo - Engineers SOIL CLASSIFICATION SYSTEM FIGURE A -, 0 LABORATORY ORY 1 ES S: AL CP CS DS GS %F HA SK SM MD SP TX UC CA BLOW COUNT/SAMPLE DATA: NOTES: Atteri»rg limits Compaction Consolidation Direct shear Grain -size Percent fines Hydrometer analysis Permeability Moisture content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical analysis Blows required to drive a 2.4 -inch ID. split - barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch l.D. (SPT) split - barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. Geo Engineers SOIL GRAPH: SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata it Water Level Bottom of Boring 22 ■ Location of relatively undisturbed sample 12 ® Location of disturbed sample 17 ❑ Location of sampling attempt with no recovery 10 Q Location of sample obtained in general accordance with Standard Penetration Test (ASTM D 1586) procedures 26 Location of SPT sampling attempt with no recovery Location of grab sample 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure Al. - KEY TO BORING LOG SYMBOLS FIGURE A -2 '! F- I. 0 4 10— 15— o- w W o . o 20— 25 — 30— 35 — 40-- TUT DATA Maims Como �y L► Tess (%) MD 63 60 4$ 64 42 29 7 2 P P $ 3 $ 6 7 S 26 Note: See Figure A -2 for explanation of symbols Geo 0 Engineers BORING B-1 DESCRWTION Sodom llevetios (ft.): 24.5 silty to median sod with otxesioeai fns grovel a organs moor (anthem Mss, asst) boob ties to Indium seed with a trees of silt and oesssised fors grovel (Mss, mole) (till) Grey silty ties seed (Me, moist) (SW) SP-$M Brow ties to Indigo seed with silt (very dense, woke) (till) ML Grey foe seedy silt with ooemsiood orTaaic most sod comae mead (herd, oohs) (Ni) Gray silty ties to sodium sad (medium dense. wet) Grades to loose Gray silt with occasions free seed aid organic teener (wry soft, wit) OH Grey fine seedy organic silt (very soft, moist) Interbedded gray foe sandy silt sod brown pet (median stiff. moist) Grey silt with foe mud and organic saner (soft, wet) Grey silty foe send with oceasioad orgies mama (loose, wet) Gray foe sandy silt with organic mattes (medium stiff, wet) Interbedded grey silt with organic masses mad goy tans silty - and (medium riff, love, wet) SP Black fins said (medium dense, wet) LOG OF BORING FIGURE A -3 10 15 V. QOM BUY a lab Tees CIO (pee ill amst w 33 ii 52 5 .- 50 - 55 60- 70— 75 — 110 Tilt DATA so II so 0 46 ii • • 41111•11100111111•1 Note: See Flom A-2 for explaoatiou of symbols Geo Engineers SWUNG 11-1 (Gaveling') Gres so does 5? L.* time so medium mod it occesiceel silt lames approximetely U2 Melt thick (deem. wet) Boring completed at 51.5 feet co 06f21/96 Grossed must secosmurod at moprozimmely 10.4 feet dories FIGURE A-3 •40 45 50 55 so SI 70 75 BO LOG OF BORING ottaurnom Wass Illevatias (L): 34.5 Mum fan as medium are with silt sad essmismi 'mad (stadium dam, maim) (1111) Brows m maw mad "ft amesiosid fise wad mod a Dios of iI (as em, 1110i) (MO p. p. Engineers FIGURE A4 0 . 133i NI Hid30 oWL UL : i _ • Ot-RQn-SL80 • RECEMED CITY OF TuKwu SEP 2 5 1997 PERMIT CENTER Traffic Impact Study COSTCO GAS STATION Tukwila, Washington ,PreparedfOr Price COstco Prepared by ENTRANCO 10900 NE 8th Street, Suite 300 Bellevue, Washington 98004 (206) 454-5600 September 1997 • ocri -0 acts 97809\(1 1)Uia(09/ 17/97): a5 INTRODUCTION EXISTING CONDITIONS Road Network Traffic Volumes TRAFFIC VOLUME FORECASTS Trip Generation New Project Trip Distribution TRAFFIC IMPACT ANALYSIS MITIGATION SUMMARY APPENDIX A - LOS Concept B - LOS Calculations FIGURES Page 1. Project Vicinity 2 2. Site Plan 3 3. Existing Traffic Volumes 1989 -1997. 6 4. Project Net New Trip Distribution 10 TABLES Page 1. Study Intersection Count Dates 2. Typical Costco Gas Station Trip Generation Study History 3. Trip Generation Summary 4. 1997 Intersection Level of Service Analysis 5. Mitigation Costs 4 7 12 13 .t ?d,.. ..•,. . -..... .... _......._..._........., .., �,_,.... „...,..,..,..- ,,.<,:- �.:....:., �,,.: ,...,.«... ..u..- ,,,, ., ,M, ,.nom.- .....,,...,.....,,- .:.... �:.... INTRODUCTION This report documents the traffic impact analysis performed for the proposed Costco Gas Station to be located in Tukwila, Washington. The following report documents the trip generation estimate and trip distribution for the proposed gas station. The proposed Costco Gas Station will be located south of Saxon Drive and east of Andover Park East (figure 1). The site is currently a portion of the Costco Optical Lab parking lot (figure 2). The James Christensen Pedestrian /Bicycle Trail and the Green River are adjacent to the site on the east side. At the time of the Costco Gas Station's planned opening in early 1998, the site will consist of 12 fuel pumping stations. There are no other vending facilities planned for the gas station. It is designed as a fully automated operation. The Costco gas station is a new concept for the Costco Wholesale Corporation. There are currently not any such gas stations in the State of Washington, although one is currently being planned for the Federal Way Costco, and there are a handful in other parts of the country. The gas station to be located in Tukwila will only be available to Costco members —a non - Costco member cannot get fuel at the station, even at a slightly higher rate. The most direct driveway leading into the site is Saxon Drive, which provides ingress from and egress to Andover Park East. Saxon Drive is currently a private road primarily serving the existing Costco Wholesale Store and Optical Lab. This driveway is signalized at Andover Park East. The gas station could have been accessed via Christensen Road from South 180th Street by driving through the Home Depot parking lot; however, Home Depot has requested that this roadway be chained off so that access between Costco and Home Depot will no longer be possible. EXISTING CONDITIONS The major access streets to the proposed Costco Gas Station site are South 180th Street, West Valley Highway, and Andover Park East. West Valley Highway (SR 181) is a five -lane north -south principal arterial with two through lanes in each direction and a two -way left -turn lane. It provides a link to the west Kent area south of the project site and northeast Tukwila north of the project site. It also provides a connection to the City of Renton via its interchange with Interstate 405 (1 -405). South 180th Street is a five -lane east -west minor arterial with two through lanes in each direction and a two -way left -turn lane. This roadway provides a major connection from Tukwila's central business district to the West Valley Highway and Kent. 978OO1(1 > )we (oon 7 /97): ss 1 . •:: C4 EN T not to scale RAN Co • /-- -- ---:;----:::, 6.)\ ..„\ ,.. ) Figure 1 Project Vicinity 10V (16/01/Z) moo R6o86 OZO8 • Andover Park East is a four -lane north -south collector arterial with two through lanes in each direction and left -turn pockets at the critical intersections. It serves as an alternative northbound route to West Valley Highway. It is also a potential route to 1 -5 via Southcenter Boulevard and Tukwila Parkway and to 1 -405 via Southcenter Boulevard. Traffic Volumes Existing traffic volume data for the arterial street network and intersections were provided by the City of Tukwila Engineering Department, City of Renton Engineering Department, and supplemented by additional intersection turn movement counts by Entranco. The count information was gathered between 1989 and 1997 for the study intersections as shown in table 1. Average daily traffic (ADT) was measured on Andover Park East in the vicinity of Costco on Saturday July 13, 1996 and Tuesday, July 16, 1996. Northbound ADT on Saturday was 2,955 and 5,290 on Tuesday. Southbound ADT on Saturday was 4,252 and 6,713 on Tuesday. Intersection Table 1 Study Intersection Count Dates Saturday A.M. P.M. Peak Peak Peak 11 South 180th St/Southcenter Pkwy 10/92 12 South 180th St/Andover Park West 10/92 13 South 180th St/Andover Park East 7/96 6/97 7/96 15 South 180th St/Sperry Dr 7/96 6/97 7/96 16 South 180th SUWest Valley Hwy 12/93 8/93 10 Andover Park East/Minkler Blvd 8/91 17 Andover Park East/Saxon Dr 7/96 6/97 7/96 14 Andover Park East/Baker Blvd 3/90 3/90 5 Andover Park East/Tukwila Pkwy 3/90 4 Andover Park West/Tukwila Pkwy 3/90 6 Strander Blvd /Southcenter Pkwy 8/95 3/90 7 Strander Blvd /Andover Park West 4/91 8 Strander Blvd /Andover Park East 3/90 3/91 9 Strander Blvd/West Valley Hwy 3/91 1 Interurban Ave /I -405 SB Ramps 12/94 12/94 3 West Valley Hwy /I -405 NB Ramps 12/94 12/94 2 Southcenter Blvd/West Valley Hwy 12/94 12/94 97809\(11)U la (09/ 17/97): s s 4 Entranco performed turn movement counts at the intersections of South 180th Street/Sperry Drive, Andover Park East/Saxon Drive, and South 180th Street/Andover Park East during the weekday a.m. and p.m. peak hours, and the Saturday peak hour. These counts were performed on June 19 and 21, 1997. However, the counts at these intersections reflect inter - development traffic movement on Christensen Road between Costco and Home Depot. Entranco also performed weekday p.m. peak hour and Saturday peak hour counts in July 1996 with the development of the Costco Optical Lab. The July 1996 counts were performed prior to the opening of Christensen Road to Home Depot and Costco; therefore, these counts were used for analysis purposes. Figure 3 shows the existing weekday a.m. and p.m. peak hour and Saturday peak hour traffic volumes on primary access routes in the study area based on Entranco's counts and data from the cities. TRAFFIC VOLUME FORECASTS Trip Generation The City of Tukwila requested trip generation estimates for the weekday daily, a.m. peak hour, and p.m. peak hour; and Saturday daily and peak hour. Trip generation rates also have been provided for the weekday noon peak hour for comparison. Typically, trip generation rates used to estimate the number of new trips from a gas station are obtained from the Institute of Transportation Engineer's (ITE) Trip Generation Manual, February 1995 Update to the Fifth Edition. However, due to the unique characteristics of a Costco gas station, the trip generation for the proposed site was based on trip generation rates derived from data at four existing Costco gas stations located around the country. The following data were collected at the four existing Costco gas stations between November 1996 and February 1997: • number of gas station transactions during the p.m. peak hour • total daily gas station transactions on a weekday and weekend day • survey data documenting the number of gas station transactions that also included a visit to the Costco Wholesale Store (internal trips) In addition, noon peak hour gas station transactions were obtained from the four existing gas stations on July 10, 1997. Transaction data used to develop trip generation data will be provided to the City separately from this report. 978091(111\84(09/17/971:8s 5 Strander Blvd. S 180th St. Baker Blvd. Minkler Blvd. Project Site � a) (Na) (Na) n n/a n/a 386 727 8 (Na) n/a 520 (Na) n/a 11 \a) n/a 390 4-250 n/a (n/a) 130 n/a (Na) I t-21 n/a (N 1-12 n/a (Na) , ( 10 n/a (Na) a��a��s (Na) !08 266 1 � `► (Na) 1S2 575 187 789 365 (Na) 64 167 (N ) (WA) ( F 0 co m 0 0 0 0 a n m 0 m ENTRANCO 17 (105) 70 119 (573) 621 788 •••• (212) (218) 173 28 452 226 61 6 (82) 194 (171) I t f' 302 202 279 13 (164) (227) 2 . 2 NU CA) (�) 1 46 772.141 166 .718 269 `n/ ( n n/ / a ) • 670 n/a (68� 678 390 i r 272 n/a (457) 10 (Na) (Na) (Na) n/a n/a n/a 54 607 21 (41a) n/a 27 (Na) n/a 6 (Na) n/a 55 ` 14 r Na) (Na) (Na) 24 253 103 14 272 16 (Na) 6 19 (n/a) 21 10 `Na) 19 58 t 561 590 (N� 4...670 268 (Na) i r 143 178 (Na) t � 1046 373 n/a n/a (1014) (582) I 80 n/a (Na) \ 31 n/a (Na) r 83 n/a (Na) t � 50 577 22 . n/a n/a n/a (Na) (Na)(Na) ` 95 7 (n/a)� 44 2 (Na) 90 27 (Na) 68 345 14 33 173 57 (r1/4011400) . , 4-290 n/a (n/a) 169 n/a (n/a) • 88 87 (Na) 423 292 (Na) 1r 131 240 (n/a) ` 211 n/a (Na) 781 n/a (n/a) 28 n/a (n/a) ( rat) (Na) (Na) 27 414.29 98 871 .15 4 (Na) 57 67 (n/a) 22 10 (Na) 622 283 (n/a) n/a 216 (n/a) n/a 129 \ 9 4 a) (n/a) (n/a) n/a n/a n/a 386 727 8 ...I (n/a) n/a 520 (Na) n/a 11 (n/a) n/a 390 '13 (299) 35 99 172 477 41 f (573)6 21 788 '--► 17� (105) 70 119 (212) (218) 173 28 452 226 ` 25 15 (Na)� 0--56 5 (n/a) 142 30 (n/a) t om 340 775 56 220 854 82 (n/a) (n/a) (n/ 4-250 n/a (Na) 130 n/a (n/a) 339 1 ~ 550 n/a n/a (Na) (Na) k.21 n/a (n/;; 12 n/a (n/a) 10 n/a (n/a) t , 2281257 3 n/a n/a n/a (n/a) (n/a) (n/a) 372 268 (282) 1002 573 (614) t 61 6 (82) 194 8 (171) t r� 302 202 279 13 (164)(227) (n/a) 108 266 (n/a) 152 575 _ (Na) 64 167 1 (1029) (581) r✓a n/a 678 390 10 (;/a) (Na) n/a n/a 54 607 14 (n/a) 21 (Na) n/a 27 ,' (n/a) n/a 6 (Na) n/a 55 / `Na) (n/a) (n/a) 24 253 103 14 272 16 (n/a) 6 19 (n/a) 21 10 ` (Na) 19 58 561 590 (N� • - 670 268 (n/a) 1r 143 178 (n/a) t 187 789 365 94 581 639 (Na) (Na) (Na) 670 n/a (68� j 272 n/a (457) t 1046 373 n/a n/a (1014) (582 )} `80 n/a (n/a) 31 n/a (Na) 83 n/a (n/a) te 50 577 22 n/a n/a n/a (n/a) (n/a)Wa) k- 95 7 (n/a) 44 2 (Na) 90 27 (n/a) J `q 68 345 14 33 173 57 (Na) (n/a) (n/a) / 3 11 (Na) (Na) 54 958 28 121 793 17 (n/a) 583 258 J (n/a) 24 10 ( Na) 686 518 7 /(Na) (n/a) (n/a) n/a n/a n/a 129 144 215 (n/a) n/a 100 (n/a) n/a 328 — `) n/a 115 t 535 974 14 126 754 14 (Na) (Na) (N� `205 n/a (na) i —548 n/a (n/a) 140 n/a (Na) t 194 492 97 n/a n/a n/ (n/a) (n/a) (Na 334 n/a (Na) 536 n/a (n/a) `► i r 14 n/a (n/a) (n/a) (Na) (n/a) n/a n/a n/a 211 136 264 (Na) n/a 133 (n/a) n/a 178 (n/a) n/a 7 15 1 (74) (1) (104) 7 0 31 31 0 102 t e 22 108 37 n/a n/a (n/a) (n/a) (n/ 96 67 (119) 11 1299 886 (827) de / I 7y c 25 (0) (54) /0 37 1 (807) 696 1228 48 4 33 (2) 21 3 7 / / ( ( ( 8 12 16 (n/a) n/a 178 �)n/a ( ( * n/a) (n/a) (n/a) 20 203 51 73 243 140 (n/a) 32 45 (n/a) 185 515 (Na) 178 194 � Na) (n/a) (n/a) n/a n/a n/a 237 57 291 (n/a) n/a 69 1 (n/a) n/a 406 ` (Va) n/a 14 (174) (337) (259) n/a n/a n/a 77 1164 433 (105) n/a 36 (590)n/a 513 \)n/a 581 e 483 162 n/a n/a (Na) (Na} 41 82 64 n/a n/a n/a (n/a) (n/a) Wa) / 265 n/a (191) 707 n/a (906) 225 n/a (51) !' -, 242 859 117 n/a n/a n/a (477) (358) (65) Legend 0 - Weekday RM. Peak Hour Traffic Volumes o - Weekday A.M. Peak Hour Traffic Volumes (0) - Saturday Peak Hour Traffic Volumes Na -Not Available Figure 3 Existing Traffic Volumes 1989 -1997 97809 \(11)11 i a (09/ 17/97 ): s s 7 All four existing gas station sites have 12 pump locations, although some of the sites allowed non - Costco members to obtain gas at the pumps at a higher cost than Costco members, while transaction data were collected. The effect this will have on using this data to estimate trips at the Tukwila site is that a more conservative trip generation rate will be used. Data for the four existing Costco gas stations and an average of the four sites are shown in table 2. Weekday p.m. peak hour trip rates range between 10.67 and 35.33 trips per pump, with an average of 22.31 trips per pump. When the p.m. peak hour trip generation rate is compared to the ITE Trip Generation Manual rate (15.76 trips per pump), it is shown that the Costco rate is higher (and therefore more conservative) than the ITE rate. Although transaction counts were not obtained for the weekend peak hour, it was estimated by multiplying the weekend daily total by the ratio of the weekday p.m. peak hour total to the weekday daily total for each site. The average weekend peak hour trip rate, therefore, was estimated as slightly higher than the weekday p.m. peak hour trip rate at 24.57 trips per pump. The average weekday and weekend daily rates of the four existing gas station sites were estimated at 138.54 and 143.11 trips per pump, respectively. Table 2 Typical Costco Gas Station Trip Generation Study History Costco Gas Station Location Oxnard, CA Albuquerque, NM Santa Clara, CA Tucson, AZ Average Number of Pumps Trips Noon Peak Hour P.M. Peak Hour Weekday Daily Weekend Daily Rate Noon Peak Hour P.M. Peak Hour Weekday Daily Weekend Pk. Hour Weekend Daily 12 12 12 12 12 244 128 734 750 234 364 2,124 2,140 292 424 2,478 2,262 280 155 1,314 n/a 263 268 1,663 1,717 20.33 19.50 24.33 23.33 21.88 10.67 30.33 35.33 12.92 22.31 61.17 177.00 206.50 109.50 138.54 10.90 30.56 32.25 n/a 24.57 62.50 178.33 188.50 n/a 143.11 Percent Internal Trips 77% 73% 70% 68% 72% 1. Trips are associated with gas station only, and do not Include trips to wholesale store only. 2. Rates are given as trips per gas pump. 3. Internal trips are trips in which the patron went to both the gas station and the wholesale store. The noon peak hour trip generation rates for the four existing sites ranged between 19.50 and 24.33 trips per pump, with an average trip rate of 21.88 trips per pump. The average noon peak hour trip rate is slightly lower the average p.m. peak hour trip rate. The City also requested a trip generation analysis for the a.m. peak hour. Because Costco Wholesale stores are not open during the typical a.m. peak period, and because most of the trips generated by the gas station are considered internal trips (therefore the gas station is expected to generate fewer trips during the a.m. peak hour than at any other time during the day), Costco has not conducted trip generation studies for the gas station during the a.m. peak hour at the four sites listed in table 2. However, Costco has collected trip generation counts at one existing gas station for the period from 6:30 to 10:30 a.m., which is when the gas station was open, but the Wholesale store was not open. The study did not break down the data by the hour or the peak hour; however, the study concluded that 5 percent of the daily trips at the gas station occurred during this four -hour morning period. To estimate a trip generation rate for the gas station during the a.m. peak hour, it was conservatively assumed that half of the trips observed during the a.m. four -hour study period occurred during the a.m. peak hour. Therefore the weekday a.m. peak hour trip generation rate was estimated to be 2.5 percent of the average weekday daily total trip rate, or 3.46 trips per pump. Based on survey data provided by Costco Wholesale Stores at the four existing gas station sites, it was found that on average, 72 percent of the patrons using the gas station are also going to the wholesale store, which is known as an internal trip. These are vehicle trips that are, and will be, on the road network, whether or not the Costco gas station is constructed. Therefore internal trips are not considered new trips. The average trip generation rates and internal trip percentage were used to estimate the number of net new trips associated with the proposed Costco gas station to be located in Tukwila. The trip generation for the Tukwila Costco gas station is documented in table 3. The total trips generated by a project can sometimes be reduced by a pass -by trip factor. Pass -by trips are defined as trips made as intermediate stops on the way from an origin to a primary trip destination. Based on the ITE Trip Generation Manual February 1995 Update, the percentage of gross project generated trips classified as pass -by trips during the weekday p.m. peak hour for a gas station is 52 percent, and 58 percent during the weekday a.m. peak hour (see table 3). Accounting for internal and pass -by trips, the net new trips generated by the Tukwila Costco gas station in the weekday noon and p.m. peak hour is 36 trips, while the weekend peak hour will experience 40 net new trips. 978091(11)U 8 1 1 i 1 i 1 1 1 1 1 1 1 Weekday A.M. Peak Hour 12 3.46 21 21 42 Less Pass -by Trips (58 %) 12 12 24 Net New Trips 9 9 18 Weekday Noon Peak Hour 12 21.88 131 132 263 Less Internal Trips (72 %) 94 95 189 Less Pass -by Trips (52 %) 19 19 38 Net New Trips 18 18 36 Weekday P.M. Peak Hour 12 22.31 134 134 268 Less Internal Trips (72 %) 97 96 193 Less Pass -by Trips (52 %) 19 20 39 Net New Trips 18 18 36 Weekday Daily Total 12 138.54 831 831 1,662 Less Internal Trips (72 %) 598 598 1,196 Less Pass -by Trips (52 %) 121 121 242 Net New Trips 112 112 224 Weekend Peak Hour 12 24.57 148 147 295 Less Internal Trips (72 %) 106 106 212 Less Pass -by Trips (52 %) 22 21 43 Net New Trips 20 20 40 Weekend Daily Total 12 143.11 858 859 1,717 Less Internal Trips (72 %) 618 618 1,236 Less Pass -by Trips (52 %) 125 125 250 Net New Trips 115 116 231 1. The trip generation rates are given as trips per gas pump. Pass -by trip reduction percentages were obtained from the ITE Trip Generation Manual , February 1995 Update to the Fifth Edition. Pass -by trip reduction percentages for this time period are not provided in the ITE Trip Generation Manual, February 1995 Update to the Fifth Edition, therefore, the p.m. peak hour pass -by trip reduction percentage was assumed. New Project Trip Distribution The trip distribution and assignment for the proposed development's trip generation was based on the existing travel patterns (figure 3), access to the major arterials, and access to 1 -5 and 1 -405. Figure 4 depicts the weekday a.m. and p.m. peak hour and weekend peak hour trip assignment of the net new project - generated volumes on the surrounding street network. 978091(11)19a(09/ 17/97): ss Table 3 Trip Generation Summary Number of Trip Generation Trips Trips Total Pumps Rate In Out Trips 9 Strander Blvd. S 180th St. S. 151 st St. Baker Blvd. Minkler Blvd. S. Longac Way - 0 0 (0) • o (0) ( 0 0 (0) 4 11(2) 0 0 (0) at. 0 0 0 ( 0) ( 0 0 ( • • not to scale 4113110ENTRANCO (3) 1 2 (0) 0 0 (o) 0 0 I .� 0 0 0 ( (1 ) ( . / I L 0 0 (0) 111.1 / (2) 0 ( q -(1) 0 1 •... 0 1 0 (0) 0 0 1 ( 10 \ / (o l 9) l t 0 0 (o) 080 0 1 0 (0) (0) 0 0 (0) 0 0 (1) 0 1 14 1 . (0) (3) (0) 0 2 0 1 8 0 0 2 0 ( ( ( 0 (0) 0 0 (0) 0 0 (0) r (0) 0 0 (0) 0 0 S 0 3 0 ( 0 1 (I) (3) P} IC (0) 0 0 (1) 0 1 0 (0) 0 0 (0) ( 0 0 (0) 11 1 1 0 0 0 ( (1) ( / 92(12) x 9 7(8) t PP 0 8 0 8 (0) (10) ` 0 0 (0) r-+ 1 / (2) r . 10 (1) f 00 ( ( 0 0 (0) 0 0 (0) j 1 0 (0) (0) 0 0 (2) 0 2 ` (1) t • 1 0 (1) 2 0 (3) 0 0 (0) 01(0) 2 1 (2) 0 (0) F 2 I (2) r 0 (0) r 2 0 1 0 ( (0) (1) 0 1 (3) 1 3 (1 ( 4 ) (0) t. 0 0 ( 0 3 0 0 0 (0) `► 2 0 (2) t 0 2 2 (2) 0 0 (0) 17 (0) 0 0 (0) 0 0 (1) 0 1 14 (0) (3) (0) 0 2 0 (0) 0 0 (0) 0 0 p► 1 8 0 ( (11) (0) / 0 0 (0) 0 0 (0) 0 0 (0) (0) 0 0 (1) 0 1 (0) 0 0 15 / (0) (0) (0) 0 0 0 (0) 0 0 (6) 4 7 (0) 0 0 0 0 (0) 6 4 (7) 0 0 (0) (0) 0 0 (2) 2 2 (0) 0 0 16 r l 0 ( 1 ) ( 0 0 1 0 (1) 0 0 (3) 2 3 (2)24 000 (0) (o) (0) k 0 0 (0) 4 2 (4) ( 0 0 (0) 1 0 0 ( ( ( / Legend 0 - Weekday P.M. Peak Hour Project- Generated Trips o - Weekday AM. Peak Hour Project - Generated Trips (0) - Saturday Peak Hour Project- Generated Trips Figure 4 Project Net New Trip Distribution i A! A TRAFFIC IMPACT ANALYSIS The City of Tukwila requested a level of service (LOS) analysis at the intersection of Saxon Drive /Andover Park East during the weekday a.m. and p.m. peak hours and the weekend peak hour. This signalized intersection is the primary access point for the proposed gas station to and from the City's network. In addition, the City requested that the operations of the South 180th Street/Andover Park East and the South 180th Street/Sperry Drive intersections also be analyzed. A planning level LOS analysis was conducted using the principles of the Transportation Research Board's Circular 212, through a computer software package, NCAP. The concept of planning level LOS is to rate intersections operationally based on the ratio of the volume of traffic going through the intersection to the capacity of the intersection (v /c ratio). The LOS of an intersection is ranked from "A" (low v/c ratio) to "F" (v /c ratio exceeding 1.0). The LOS concept is discussed in greater detail in Appendix A. As mentioned previously, traffic counts at the analyzed intersections were obtained in 1997 prior to the decision to restrict through traffic on Christensen Road between Home Depot and Costco. As a result of Home Depot's request to restrict through traffic on Christensen Road, travel patterns will significantly change. Counts obtained in July 1996 for the weekday p.m. peak hour and Saturday peak hour reflect traffic patterns before Christensen Road was open. Therefore, the 1996 counts were used for the LOS analysis for the weekday p.m. peak hour and the Saturday peak hour. It was thought that the 1997 a.m. peak hour counts could be used to determine the existing LOS conditions only, because the Costco Store is not yet open during the a.m. peak hour. In addition, Costco gas station trip projections for the a.m. peak hour are half of the p.m. peak hour and the 1997 weekday a.m. peak hour counts are lower than the 1996 weekday p.m. peak hour counts, making the weekday p.m. peak hour the worst case scenario in terms of operational analysis. To determine 1998 (projected year of opening for the gas station) traffic volumes, a one - percent per year growth in traffic was applied to the 1996 counts, which the City confirmed as a conservative yearly growth factor for this area. In addition, projected new trips from the Costco Optical Lab (obtained from July 1996 Entranco Report) were also added to the project- impacted intersections. The results of the LOS analysis are presented in table 4, with LOS calculations presented in Appendix B. The LOS conditions currently experienced at the three intersections range between LOS "A" and LOS "C ". By 1998, the LOS at the three impacted intersections will range between LOS "A" and LOS "D ", with a maximum increase in the v/c ratio of 0.02. The LOS of the three intersections remains unchanged when the new project trips are added to the 1998 network, with a maximum 0.02 increase in the v/c ratio during some peak hours at some of the intersections. 97809\(11)Uia(09/ 17/97):ss 11 Table 4 Intersection Level of Service Analysis Existing 1998 Without 1998 With Conditions Project Project v/c LOS v/c LOS Weekday A.M. Peak Hour Saxon Drive /Andover Park East 0.12 A S 180th Street/Andover Park East 0.39 A S 180th Street/Sperry Drive 0.38 A Weekday P.M. Peak Hour Saxon Drive /Andover Park East 0.41 A 0.42 A 0.44 A S 180th Street/Andover Park East 0.79 C 0.81 D 0.82 D S 180th Street/Sperry Drive 0.61 B 0.62 B 0.62 B Saturday Peak Hour Saxon Drive /Andover Park East 0.38 A 0.39 A 0.41 A S 180th Street/Andover Park East 0.52 A 0.53 A 0.54 A S 180th Street/Sperry Drive 0.46 A 0.47 A 0.48 A Planning level of service calculations were based on principles of the Transportation Research Board's Circular 212. MITIGATION The mitigation for the proposed project is based on the Mitigation Proportionate Fair Share Costs for various intersections as presented in the Transportation Element of the City's Comprehensive Plan. The amount to be submitted for mitigation is based on the total project -trips entering the intersections from the project at rates proportionate to the cost of projected improvements per trip. The mitigation associated with the proposed development is summarized in table 5 and totals $21,388. SUMMARY The proposed Costco gas station will be located in the existing parking lot of the Costco Optical Lab just south of the existing Costco Wholesale Store on Saxon Drive. Based on the trip generation rates developed from transaction counts at existing Costco gas station locations in California and Arizona, the proposed Tukwila Costco gas station will generate 36 net new trips during both the weekday noon and p.m. peak hours, and 40 net new trips during the Saturday peak hours. Through a Costco survey, it was determined that more than 70 percent of the trips generated by the gas station are internal trips, or trips made between the Costco Wholesale Store and the gas station. 978091(11)Nia (09/17/97): ss 12 Intersection Table 5 Mitigation. Costs Cost Per Number Mitigation Trip of Trips Payment South 180th Street/West Valley Highway $475 13 $6,175 Andover Park East/Baker Boulevard $377 8 $3,016 Strander Boulevard /Southcenter Parkway $140 7 $980 Strander Boulevard /Andover Park West $317 10 $3,170 Strander Boulevard/Andover Park East $135 20 $2,700 Strander Boulevard/West Valley Highway $283 7 $1,981 Interurban Bridge $1,122 3 $3,366 Total Mitigation Cost $21,388 1. Mitigation proportionate fair share cost per peak hour trip as presented in the Transportation Element of the City's Comprehensive Plan. 2. Mitigation payment was based on the weekend peak hour trip generation and distribution, because this time period generated the highest number of trips. A planning level LOS analysis was conducted at the intersections of Saxon Drive /Andover Park East, South 180th Street/Andover Park East, and South 180th Street/Sperry Drive during the weekday p.m. peak hour and the weekend peak hour. The existing LOS conditions currently experienced at the three intersections range between LOS "A" and LOS "C ". By 1998, when the Costco gas station opens, the LOS at the three impacted intersections will range between LOS "A" and LOS "D ", with a maximum increase in the v/c ratio of 0.02. The LOS of the three intersections remains unchanged when the new project trips are added to the network, with a maximum 0.02 increase in the v/c ratio during some peak hours at some of the intersections. The mitigation defined at this time consists of a mitigation payment of $21,388 for project traffic entering specified intersections with required improvements as identified in the City's Transportation Element. 97809\(11 Alia(09mi97): ss 13 PPENDIX :�.i,1.1i:4Y1'fiti'rt:rrr:a: G..s,w« ................ ... _._ . .. ...._..._._... _.._...- . »...... 97809.11'appa•los.doc (07/14/97)1 kp LEVEL OF SERVICE CONCEPT Because intersection capacity and traffic flow performance, or "level of service ", are prime factors in the process of developing and evaluating alternatives, a brief description is presented here for the benefit of the lay reader. The ratio of existing traffic volume to available capacity provides a measure of intensity of traffic loading relative to the ability of the street intersection to accommodate the traffic. The number of lanes, presence of turn lanes, type of traffic control, signal phasing, etc., are important factors determining capacity. As the volume /capacity (v /c) ratio approaches a value of 1.0, extreme congestion sets in, with long backups at signalized intersections and the passage of several complete changes of the signal cycles before a motorist can proceed, Motorists at stop -sign controlled intersection approaches face extremely long delays. As traffic queues lengthen, this congestion can also impede access to and from upstream abutting property. The term "level of service" is used to describe traffic flow at intersections. For signalized intersections, the level of service is essentially based on v/c ratios (see table A -1). Level of Service General Description Table A -1 Level of Service and Volume /Capacity Ratio Relationships for Signalized Intersections Stopped Delay Intersection (seconds /vehicle) V/C Ratio A Free flow <_ 5.0 <_ 0.60 B Stable flow (slight delays) 5.1 to 15.0 0.61 to 0.70 C Stable flow (acceptable delays) 15.1 to 25.0 0.71 to 0.80 D Approaching unstable flow 25.1 to 40.0 0.81 to 0.90 (tolerable delay - occasionally wait through more than one signal cycle before proceeding) E Unstable flow (intolerable delay, 40.1 to 60.0 0.91 to 1.00 intersection operating at capacity) F Forced flow (jammed) > 60.0 > 1.00 1. For detailed operational analysis method 2. For planning level analysis method Source: "Highway Capacity Manual ", Special Report 209, Transportation Research Board, 1994; and "Interim Materials on Highway Capacity ", Circular212, Transportation Research Board, 1980. A.1 17 ;t. Level of service "A" is a condition of unimpeded flow, while level of service "C" is often used in the design of new urban streets as the lowest acceptable level for peak periods. Congestion begins to occur at level of service "D" (v /c from 0.81 to 0.90). Because of funding and/or environmental constraints for improvements, this level of service is being used by more and more cities as an adequate level, particularly for improvements to congested existing facilities. Increasingly unstable traffic flow with excessive delay and congestion occurs as level of service "E" (capacity) is approached (v /c = 0.91 to 1.00). For v/c > 1.00, level of service "F" (forced flow) is obtained, and the intersection is overloaded or is jammed due to traffic backups from overloaded downstream intersections. Table A -2 shows daily traffic volumes corresponding to peak -hour level of service C, D, and E (capacity) applicable to suburban arterial roadways of various numbers of lanes and configurations. Table A -2 Guidelines for Relating Average Weekday Daily Traffic Volumes to Peak -Hour Level of Service for Suburban Arterials of Various Roadway Lane Configurations Daily Two -Way Traffic Volume for Various Levels of Servicel Total Number Lane E of Lanes Configuration C D (capacity) Two -Way Streets 2 Two Lanes 8,000 11,000 13,000 3 Two Lanes with Left-Turn Lane 10,000 14,000 16,000 4 Four Lanes 16,000 23,000 26,000 5 Four Lanes with Left -Turn Lane 21,000 29,000 32,000 6 Six Lanes 25,000 36,000 39,000 7 Six Lanes with Left -Turn Lane 31,000 45,000 49,000 One -Way Streets 2 Two Lanes 12,000 17,000 19,000 3 Three Lanes 19,000 27,000 29,000 4 Four Lanes 23,000 33,000 36,000 5 Five Lanes 29,000 42,000 45,000 1. The volumes represent maximums for the daily volume that will result in levels of service indicated during peak hours, with an average spacing of 2.5 to 4.5 signalized Intersections per mile. For approximations at other signal spacings, multiply the above service volumes as follows: Signals per Mile 0.50 -2.49 Over 4.5 multiply by: multiply by: LOS C LOS D LOS E 1.55 1.16 1.06 Not Possible 0.87 0.99 Prepared by Entranco based on data in the Florida Department of Transportation "Level of Service Standards and Guidelines Manual ", April 1992. 97809.111appa- los.doc (07/14/97)\ kp A.2 It should be noted that equal v/c ratios at several locations do not necessarily indicate equal overall performance of intersections, since one location may experience a high v/c ratio for a considerable period of the day while at another the peak period is of short duration. In addition, a low level of service is more tolerable at a low- volume intersection than a high - volume location. The general level of service concept also holds for stop -sign controlled intersections, although the capacity of the stop -sign controlled approaches is less than that of the signalized intersection approach. Table A -3 shows the level of service criteria for unsignalized intersections. Capacity analysis for two -way stop -sign controlled intersections is based on the assumption that major street traffic is not affected by the minor street movements, and left -turns from the major streets to the minor streets are influenced only by opposing major street through flow. The level of service calculated for two -way stop intersections is therefore based on delay experienced by only the minor street movements and the major street left -turn movement. 97909.11 appa•los.doc (07114/97)1kp Table A -3 Level of Service Criteria for Unsignalized Intersections Average Total Delay (d) Level of Service d__ <5 A 5 <d <_10 B 10 <d <_20 C 20 <d <_30 D 30 <d <_45 E d >45 F 1. Average total delay is measured in seconds per vehicle. 2. For level of service F, when demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. This condition usually warrants improvements to the intersection. Source: "Highway Capacity Manual ", Special Report 209, Transportation Research Board, 1994. A,3 . . . APPENDIX B Calculations i ntersection: Saxon Drive /Andover Park East Problem Statement: CP.F./ SAXANDOA.NCP IDENTIFY PHASING A A3A4 A384 A2B1 A ART 1 <--Approach 2 81 v-- 83 <1 II B2 - -A 84 1> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change : 60 0 0 60 intervals /hour b.LT capacity on : 120 0 0 120 change (vph) • c.G /C ratio . .5 0 0 .5 d.Opposing volume : 6 0 0 173 in vph • e.LT capacity on : 594 green (vph) f.LT capacity in : 714 vph (b►e) g.Left turn volume : 0 in vph • h.Is volume > cap. : NO (9 >f) Z Step 5. ASSIGN LANE VOLUMES, in vph 882 778 III vv> Approach 1 See Step 6b. I I I I 1 Approach 41 A A 1 + + 0 0 427 0 0 547 0 0 0 NO 11 4311 6 3 3 1 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I i 6 v- 4 v- 4 Approach 2 Design Hour: A.M. Peak Without Projec Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph A3B4 A3A4 A2B1 28(54) 87- 28= 59(A3) 28 146(A4) OR 59(A3) 146 4(51) OR 0(A2) 4 Step 7. SUM OF CRITICAL VOLUMES 174(84A4) +4(81) +0() +0() = 178 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) IAI = = s = Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS Exclusive right turns reduced 100 X V/C Ratio = .12 _ Critical Movement Analysis: PLANNING Calculation Form 1 Intersection: Saxon Drive /Andover Park East Design Hour: 1996 PM EXISTING Problem Statement: CPF / SAXAND6P.NCP : = 122= ===2sa 122==:== = =2 = x122 == ==== a =2222122 =saa22 = = =12== == ==a=122s:22 = ==== ==sas=s== =as=s: === ==12= === s = = = ==____ Step 4. LEFT TURN CHECK Step Approach : -1- -2- -3- -4- a.No. of change : 60 0 0 60 intervals /hour . b.LT capacity on : 120 0 0 120 1 change (vph) c.G /C ratio : .5 0 0 .5 d.Opposing volume 61 0 0 452 in vph e.LT capacity on : 539 0 0 148 green (vph) f.LT capacity in : 659 0 0 268 vph (b g.Left turn volume : 0 0 0 0 in vph h.Is volume > cap. : NO NO (g >f) 7 Step i.'IDENTIFY LANE GEOMETRY I Approach 3:Andover Park R L 21 I 1 N IRTTTLI ,THHHT <'< I > > " - -ay v v v <" -RTH < - -TH <v -LTH v--LT 2 Approach 2 n /a Approach 1 LT--^ LTH - TH - -> RTH-v> ^ " " RT - -v < < 1 > > L • Step 2.'IDENTIFY VOLUMES, in vph Approach 31 3: LT= 226 1 1 1 2:RT= 61 TH= 452 1 1 1 TN= 0 RT= 0 1 v 1 LT= 194 Approach 1 - -> I T T H T T (Saxon Dr. 1HHI I 11 1 1 Approach 4:Andover Park 1:LT= 0 1 " 1 4: RT= 202 TN= 0 1 1 1 TH= 302 RT= 0 1 1 1 LT= 0 1 Approach 41 Step 3. IDENTIFY PHASING v V 1 A384 < v -- A3A4 A2B1 <-- Approach 2 Al - -> A3 1 81 v -- 83 <1 V A I A2 <-- A4 1 82 - -" 64 1> _ = = =a = = = = =_ = ====22 =a= == ==== sa as = =a + = =i = %a = =La == ==12aia12a2'S=a= Step 5. ASSIGN LANE VOLUMES, in vph 1222 222 666 III VV> 2 2 5501 2021 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I i I Approach 1 See Step 6b. I I I I 1 Approach 41 "- 61 v- 87 V- 107 Approach 2 Prob- able Phase Step 7. SUM OF CRITICAL VOLUMES 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Critical Carryover Critical Volume to next Volume in vph phase in vph A384 226(84) 226- 226= 0(A3) 226 A3A4 252(A4) OR 0(A3) 252 A281 107(81) OR 43(A2) 107 478(84A4) +107(81)+0() +0() = 585 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS IAI Exclusive right turns reduced 30 % V/C Ratio = .41 Intersection: Saxon Drive /Andover Park East Design Hour: 1996 SATURDAY EXISTING Problem Statement: CPF / SAXAND6S.NCP =s=: cs= aaasasaasaa=aas ass saa as sss= s sa s=== a====== a= as=s as=== =s:s= = =aa =a=asss = =ss = = =sa=asssa =a=ss = =s====ass= = = = = = = =sa = =ss= N/A Step 1.. IDENTIFY LANE GEOMETRY 1 Approach 3:Andover Park I .2 1I A I R L 1 N 11l•TTTL I T H H H T Approach 1 < < 1 • • " - -RT 1 LT v v v < -RTH LTH - "> < - -TH TH - -• <v -LTH RTH-v• A A A v - -LT 2 RT - -v < < 1 • • Approach 2 L L T R R I T T H T T ISaxon Dr. I H H I I 11 I 1 Approach 4:Andover Park _______________________===== s = = = = =a = = = =t = = = =s = = = = =___ = = = = =a= sass = = =s = = = = =_ = = = = =t = = = = =______ Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 218 1 1 1 2:RT= 82 TH= 212 I I I TH= 0 RT= 0 1 v 1 LT= 171 Approach 1 - -> 1:LT= 0 1 A 1 4: RT= 227 TH= 0 I I I TH= 164 RT= 0 1 I I LT= 0 1 Approach 41 Step 3. IDENTIFY PHASING I I A3B4 1 A3A4 v I < -- A281 <-- Approach 2 Al - -> A3 1 81 v -- 83 <1 II A2 < -- A4 1 82 --A 84 1> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change : 60 0 0 60 intervals /hour b.LT capacity on : 120 0 0 120 change (vph) • e.G /C ratio : .5 0 0 .5 d.Opposing volume : 82 0 0 212 in vph e.LT capacity on : 518 0 0 388 green (vph) f.LT capacity in : 638 0 0 508 vph (b+e) • g.Left turn volume : 0 0 0 0 in vph • h.ls volume > cap. : NO NO (g )f) 7 Step 5. ASSIGN LANE VOLUMES, in vph 1 1 1 2 001 668 III vv> = = = == =_ = = = == = = =aa = = = = == = = == = = ====a + = = = = = = == ________ Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I Approach 1 See Step 6b. I I I I 1 Approach 41 A A > 1 t + 1 2 6 2 407 A- 82 v- 77 v- 95 Approach 2 Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to'next Volume Phase in vph phase in vph A384 218(84) 106- 218■ 0(A3) 218 A3A4 227(A4) OR 0(A3) 227 A281 95(81) OR 57(A2) 95 Step 7. SUM OF CRITICAL VOLUMES 445(B4A4) +95(81) +0() +0() = 540 vph _____________________ Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS IAI Exclusive right turns reduced 30 X V/C Ratio = .38 _= I tersectn: South 180th Street /Andover Park East oblem Statement: CPF / 180ANDOA.NCP f tep 1. IDENTIFY LANE GEOMETRY - -> A3 I B1 v -- 83 <I I A2 <-- A4 I 82 --^ 64 I> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 60 0 60 intervals /hour b.LT capacity on 0 120 0 120 change (vph) c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 621 0 35 in vph e.LT capacity on 0 0 0 565 green (vph) f.LT capacity in 0 120 0 685 vph (b•e) g.Left turn volume : 0 0 0 0 in vph h.ls volume > cap. : NO NO (g >f) ? Step 5. ASSIGN LANE VOLUMES, in vph I I 1 3 9 bl f,} I 5 9 ` I <+ 268 I I (.Jy y <+ 153 < > <- 421 70 -^ 311 -> 311 -> Approach 1 See Step 6b. I I I I I I I Approach 41 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) Approach 31 Approach 2 _ Design Hour: A.M. Peak Without Projec __ __ Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph A1B2 70(82) 311- 70= 241(A1) 70 AIA2 421(A2) OR 241(A1) .421 A384 99(64) OR 35(A3) WI' = = = = =s=ass = == =ass == = = =_+ = = = = =s= _____ = == = =ss = = =s = = == mss====+ s== s==== === =s =s== = = == =ss= = = = =__________ Step 7. SUM OF CRITICAL VOLUMES 49102A2)10(134)+00+00 _ %vph 55% Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS I A I Exclusive right turns reduced 0 % V/C Ratio : 0 , 3C Intersection: South 180th Street /Andover Park East Problem Statement: CPF / 180AN06P.NCP Step 1.. IDENTIFY LANE GEOMETRY 1 Approach 3:Andover Park 1 1 1 I R L 1 N S. 180th St. I RTTTL I THHHT Approach 1 < < 1 > > A - -RT 1 LT -- v v v <" -RTH 1 LTH- ^> < - -TH 1 2 TH--> <v -LTH RTH -v> A A A v - -LT RT- -v < < 1 > > Approach 2 LLTRR 1 T T H T T IS. 180th St IN H I I 1 Approach 4:n/a A az =sss=aasssas Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 477 1 1 1 2:RT= 372 TH= 0 I I 1 TH =1002 RT= 172 1 v 1 LT= 0 Approach 1--> 1:LT= 119 TH= 788 RT= 0 __ = Step 3. IDENTIFY PHASING <-- Approach 2 1 ^ 1 4: RT= 0 1 I I TH= 0 I 1 1 LT= 0 1 Approach 41 - -> < -- A1A2 I I A3B4 V > A1B2 Al - -> A3 I 81 v -- 83 <I V^ Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- e.No. of change 0 60 0 60 intervals /hour . b.LT capacity on 0 120 0 120 change (vph) c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 788 0 172 in vph e.LT capacity on 0 0 0 428 green (vph) f.LT capacity in 0 120 0 548 vph (b+e) g.Left turn volume : 0 0 0 0 in vph h.ls volume > cap. : NO (g>f) 7 s+sssasasaz sass ssa=ss== s= ssassz az mz s ==== =+ ==s=sszasszssszssss==as =ss=z Step 5. ASSIGN LANE VOLUMES, in vph 119 -^ 394 -> 394 -> 1 1 4 77 27 II ===... =LC _ Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I Approach 1 See Step 6b. A + 372 <+ 315 <- 687 Approach 2 NO: Design Hour: 1996 PM EXISTING Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Prob- able Phase A1B2 A1A2 A384 Possible Critical Volume in vph 119(82) 394- 119= 275(A1) 119 687(A2) OR 275(A1) 687 477(64) OR 120(A3) Step 7. SUM OF CRITICAL VOLUMES 32� 806(82A2) +,B4) +0() +0() )vph (13 Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: 4. = = = =_ _ COMMENTS Volume Carryover to next phase I C Adjusted Critical Volume in vph I 1 I Approach 41 Exclusive right turns reduced 30 % A2 <-- A4 1 82 --A 64 1> V/C Ratio =)9<', Q ,7-°) === a=========a saaassas= ss==sa== a= a===s ssasaa= s===s sa= a========= s====aa=== s== a=== = =___ = == ==aa =a=as === =s =, = == 3zs Intersection: South 180th Street /Andover Park East Problem Statement: CPF / 180AND6S.NCP Step 1. IDENTIFY LANE GEOMETRY I Approach 3 :Andover Park 11 1I 1R L 1 N S. 180th St. ,1 R T T T L 1 THNMT <<1s> Approach 1 1 LT - -A LTH -"> 2' TH- -> RTN-v> RT - -v vvv I I 1 Approach 4:n/a Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 299 1 1 1 2:RT= 282 TH= 0 1 1 1 TH= 614 RT= 88 1 v 1 LT= 0 Approach 1 - -> 1:LT= 105 TH= 573 RT= 0 Step 3. IDENTIFY PHASING A182 A1A2 1 1 A384 v > A3 I v " A4 1 A A - -RT <A -RTN 1 < - -TH 1 <v -LTH v--LT Approach 2 A A A <<1 >> LLTRR 1 T T H T T IS. 180th St. I H H 1 <-- Approach 2 1 " 1 4: RT= 0 1 1 TR= 0 I 1 1 LT= 0 1 Approach 41 B1 v -- 83 <1 II B2 - -" 84 1> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK s.No. of change intervals /hour b.LT capacity on change (vph) c.G /C ratio d.Opposing volume in vph e.LT capacity on green (vph) f.LT capacity in vph (b+e) g.Left turn volume in vph h.is volume > cap. : (g >f) 7 Approach : -1- -2- 0 60 0 60 0 120 0 120 0 .5 0 573 -3- 0 27 0 512 : 0 147 0 632 0 0 0 0 NO Step 5. ASSIGN LANE VOLUMES, in vph 1 2 I 8 9 1`13 {11 105 287 -> 287 -> Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I I I Approach 1 See Step 6b. I I I 1 I I 1 Approach 41 _ = = = = == == -4- 0 .5 A182 105(82) 287- 105= 182(A1) 105 0 88 AIA2 448(A2) OR 182(41) 448 A384 ;9904) OR 62(A3) "+ 282 <+ 166 <- 448 Approach 2 Prob- able Phase NO: Design Hour: 1996 SATURDAY EXISTING Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Step 7. SUN OF CRITICAL VOLUMES I `11 553(B2A2) +299(84) +0()+0() '74 _ ,tpif-vph 1 `e4 let/ COMMENTS Critical Volume in vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Geometric Change: Signal Change: Volume Change: __ IAI Step 9. RECALCULATE Carryover to next phase Exclusive right turns reduced 30 X V/C Ratio = 42c 0 Critical] Volume in vph I ntersection: South 180th Street /Sperry Drive Problem Statement: CPF / 180SPEOA.NCP A 1 R L 1 N 180th St. IRTTTL I T H H H T < <1 vv > > ^ - -RT ✓ < 1 < - -TH 1 <v -LTH A ^ ^ v - -LT 1 < < I > > Approach 2 L L T R R T T H T T IS. 180th St H H 1 1 111 Approach 4:Sperry Dr. <--Approach 2 1 ^ 14: RT= 4 I 1 I TH= 0 1 1 I LT= 4 I Approach 41 B1 v -- 83 <1 11 82 84 1> + Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach -1- -2- -3- -4- a.No. of change 0 0 60 60 intervals /hour b.LT capacity on 0 0 120 120 change (vph) c.G /C ratio 0 0 .5 .5 d.Opposing volume : 0 0 4 7 in vph e.LT capacity on 0 0 596 593 green (vph) f.LT capacity in 0 0 716 713 vph (b+e) g.Left turn volume : 0 0 31 4 in vph h.ls volume > cap. : (g >f) 10 -^ 359 -> 338 +> 21 +v Approach 1 = _ Step 5. ASSIGN LANE VOLUMES, in vph 1 1 1 1 3 701 I <v> See Step 6b. 1 1 1 1 1 Approach 41 <^ >> I + + 1 1 4 0 2 2.1 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 1 1 1 1 ^+ 67 <+ 410 <- 477 v- 25 Approach 2 NO NO Design Hour: A.M. Peak Without Projec Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volute Phase in vph phase in vph 8281 10(82) 25- 10= 15(81) 10 A281 15(81) 477- 15= 462(A2) 15 A1A2 462(A2) OR 359(A1) 462 A483 33(A4 +84) OR 9(A3 +83) 33 Step 7. SUM OF CRITICAL VOLUMES 25(82B1) +462(A2) +33(A4B4) +0() = 520 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS = = == = IAI Exclusive right turns reduced 30 X V/C Ratio = .38 ___ Intersection: South 180th Street /Sperry Drive Problem Statement: CPF / 180SPE6P.NCP Step 1. IDENTIFY LANE GEOMETRY I Approach 3:Driveway 11 1 1 A I R L I N S. 180th St. I 'R •T T T L 1 T H N H T Approach 1 1 LT - -A LTH- 1 TH- -> 1 RTH -v> RT - -v A A A _ =_ =__ ___________■_ Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 102 1 1 1 2:RT= 96 TH= 0 I I 1 TH =1259 RT= 31 1 v 1 LT= 11 Approach 1--> 1 :LT= 37 TH =1228 RT= 3 Step 3. IDENTIFY PHASING --A AND <-- --> OR v -- < < 1 > > A - -RT v v v <A -RTH 1 < - -TH 1 <v -LTH v - -LT 1 < < 1 > > Approach 2 LLTRR I T T H T T $S. 180th St INN I 11 111 1 Approach 4 :Sperry Dr. - -A v -- 8281 A1B2 AND /OR A261 A1A2 I I AND < A A3B4 AND v > OR I I /OR A4B3 <-- Approach 2 I A 14: RT= 33 I I I TH= 4 I I I LT= 48 I Approach 41 Al - -> A3 I 81 v -- 63 <I v " A2 < -- A4 I II 82 - -A 84 I> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach . -1- -2- -3- -4 a.No. of change 0 0 60 60 intervals /hour b.LT capacity on 0 0 120 120 change (vph) c.G /C ratio 0 0 .5 .5 d.Opposing volume : 0 0 37 31 in vph e.LT capacity on 0 0 563 569 green (vph) f.LT capacity in 0 0 683 689 vph (b+e) g.Left turn volume : 0 0 102 48 in vph h.ls volume > cap. : (g>f) 7 ■______■_______ Step 5. ASSIGN LANE VOLUMES, in vph 37 616 -> 613 +> 3 +v _ _ Approach 1 _■_______ Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I I I See Step 6b. I I I I I i I Approach 41 _ <" >> I + +I 4 1 1 1 84591 NO NO: I ' A+ 96 <+ 582 <- 678 v- 11 Approach 2 Design Hour: 1996 PM EXISTING Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Prob- able Phase COMMENTS Possible Critical Volume in vph 8281 11(81) 37- 11= 26(82) 11 A1B2 26(82) 616- 26= 590(A1) 26 A1A2 678(A2) OR 590(A1) 678 A483 121(A4+84) OR 69(A3 +113) 121 Step 7. SUM OF CRITICAL VOLUMES 37(8182) +678(A2) +121(A464) +0() = 836 vph ___ Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Geometric Change: Signal Change: Volume Change: 1 Step 9. RECALCULATE _________________ +_ Volume Adjusted Carryover Critical to'next Volume phase in vph Exclusive right turns reduced 33 % V/C Ratio = .61 Intersection: South 180th Street /Sperry Drive Problem Statement: CPF 1 180SPE6S.NCP s=s='sss=- Step 1. IDENTIFY LANE GEOMETRY ( Approach 3:Driveway (1 1 (' R L ( N S. 180th St ( R T T T L( THHHT Approach 1 < < (> > A --RT 1 LT- v v v < -RTH 1 LTH - ^> < - -TN 1 1 TN--> <v -LTH 1 RTN -v> A A A v --LT 1 RT - -v < < ( > > Approach 2 L L T R R T T N T T (S. 180th St H H ( 1 11( Approach 4:Sperry Dr. scan === =s= =e=s ==t = == ==sssasss== =s=asses+ Step 2. IDENTIFY VOLUMES, in vph ( Approach 3( 3: LT= 104 ( ( 1 2:RT= 119 TN= 1 ( ( ( TH= 827 RT= 74 ( v ( LT= 0 Approach 1 - -> 1 :LT= 54 TH: 807 RT= 2 Step 3. IDENTIFY PHASING ( ^ ( 4: RT= 8 ( ( ( TH: 5 ( ( ( LT= 5 ( Approach 4( - v -- 8281 - AND < -- A182 AND - -> OR v -- /OR A281 --> < -- A1A2 ( ( AND < A A384 AND v > OR ( 1 /OR A4B3 <- -Approach 2 Al - -> A3 ( 81 v-- 83 <1 v^ I I A2 < -- A4 ( 82 - -^ 84 (> + Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 0 60 60 intervals /hour . b.LT capacity on 0 0 120 120 change (vph) . c.G /C ratio 0 0 .5 d.Opposing volume : 0 0 13 in vph e.LT capacity on 0 0 587 green (vph) f.LT capacity in 0 0 707 vph (b+e) g.Left turn volume : 0 0 104 5 in vph h.Is volume > cap. : (g >f) ? Step 5. ASSIGN LANE VOLUMES, in vph 54 -A 405 -> 403 +> 2 +v ( ( ( ( 1 T 0 4 1 4 + < v> (+ Step 6a. CRITICAL VOLUMES, in vph (two phase signal) ( Approach 31 ( ( .( ( Approach 1 See Step 6b. ( ( ( ( ( ( ( Approach 41 < ^ > > ( + + ( ( 5527( ^+ 119 <+ 354 <- 473 v- 0 Approach 2 Design Hour: 1996 SATURDAY EXISTING Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph .5 82B1 0(81) 54- 0= 54(82) 0 75 A182 54(82) 405- 54= 351(A1) 54 A1A2 473(A2) OR 351(A1) 473 525 A4B3 111(A4 +84) OR 57(A3•83) 111 645 NO NO Step 7. SUM OF CRITICAL VOLUMES 54(8182) +473(A2) +111(A484) +0() = 638 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS ( Al Exclusive right turns reduced 30 % V/C Ratio = .46 Intersection: Saxon Orive /Andover Park East Problem Statement: CPF / SAKAN08P.NCP Step'l. IDENTIFY LANE GEOMETRY I Approach 3 :Andover Park A Approach 1 • LT - - LTN-A> TN - -> RTH -v> RT - -v Approach 1 - -> 1:LT= TN= RT= 1 2 1 R L I THHN < <1> vvv A A A e.LT capacity on < < 1 >.> 2 green (vph) L L T N I f.LT capacity in I T T HT T (Saxon Dr. vph (b+e) 1 H H I g.Left turn volume :: 0 0 0 0 1 1 1 1 in vph 1 Approach 4:Andover Park h.is volume > cap. : NO WO. (g>f) ? un sins= ans sasssssssss= ssssasasasu =saas +sasssssssssssss susss= sasssassa =sssa = = = =+u =zsh = = = =s = = = =s= Step 2.;IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 231 1 I 1 2:RT= 62 TH= 461 1 1 1 TH= 0 RT= 0 1 v 1 LT= 198 0 I A 1 4: RT= 206 0 1 1 1 TN= 308 O. 1 1 1 LT= 0 1 Approach 41 Step 3. IDENTIFY PHASING v I v-- Al-) - A3 1 vA A2 < -- A4 1 mss==== A364 A3A4 A281 11 L1 T N A- -RT 1 < -RTH < - -TH <v -LTH v - -LT 2 Approach <-- Approach 2 81 v -- . 83 <1 II 82 - -A 84 1> _________ Critical Movement Analysts: PLANNING Calculation form 1 Step 4. LEFT TURN CHECK . -1- a.No. of change : 60 Intervals /hour . b.LT capacity on : 120 change (vph) . c.G /C ratio : .5 d.Opposing volume : 62 in vph : 538 : 658 Step 5. ASSIGN LANE VOLUMES, in vph I I 1222 I 333 111 III vv> Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 Approach _■_==== =sic=■■=s= See Step 6b. I I I I I I 1 Approach 41 Approach -2- -3- -4- 0 0 60 A A 1 0 0 120 0 0 .5 O 0 461 O 0 139 0 0 259 2 2 5501 71 " A- 62 v- 89 v- 109 Approach 2 Design Hour: 1998 PM W/0 PROJECT Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph A384 231(84) 231- 231= 0(A3) 231 A3A4 257(A4) OR O(A3) 257 A281 109(81) OR 43(A2) 109 Step 7. SUM OF CRITICAL VOLUMES 488(84A4) +109(B1) +0() +0() = 597 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) __=__ = == =s= Geometric Change: Signal Change: Volume Change: COMMENTS I Step 9. RECALCULATE = s Exclusive right turns reduced 30 X V/C Ratio = .42 I a I i i Intersection: Saxon Drive /Andover Park East Problem Statement: CPF / SAXAND8S.NCP Step 1.. IDENTIFY LANE GEOMETRY Approach 3:Andover Park 1 . 2 11 R L 1 N I A T T T L THHHT Approach 1 < < (> > "--RT 1 LT - -" v v v <" -RTH LTH -"> < - -TH TN- -> <v -LTH RTH -v> " " " v - -LT 2 RT - -v < < 1 > > Approach 2 L L T R R T T H T T Saxon Dr. 'NMI 11 Approach 4:Andover Park N/A Approach 1 - -> 1:LT= TH= RT= Step 3. IDENTIFY PHASING A384 A3A4 A281 V . Al --> A3 v " A2 < -- A4 " Step 2. IDENTIFY VOLUMES, in vph Approach 31 3: LT= 222 1 1 1 2:RT= 84 TH= 216 1 1 TH= 0 RT= 0 ( v 1 LT= 174 < -- Approach 2 0 I " 4: RT= 232 0 1 I I TH= 167 0 1 ( 1 LT= 0 I Approach 41 81 v -- 83 <1 82 - -" 84 1> _ = Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change : 60 0 0 60 intervals /hour b.LT capacity on change (vph) c.G /C ratio d.Opposing volume in vph e.LT capacity on green (vph) f.LT capacity in vph (b+e) g.Left turn volume in vph h.Is volume > cap. (g >f) 7 Step 5. ASSIGN LANE VOLUMES, in vph 112 002 882 vv> Approach 1 See Step 6b. Prob- able : 120 0 0 120 Phase .5 0 0 .5 A384 222(84) 108- 222= 0(A3) 222 : 84 0 0 216 A3A4 232(A4) OR 0(A3) 232 • A281 96(81) OR 59(A2) 96 : 516 0 0 384 • : 636 0 0 504 0 0 0 0 NO NO: =zzzzsz= =osz == Step 7. SUM OF CRITICAL VOLUMES 454(B4A4) +96(81) +0() +0() = 550 vph Approach 4I A " ++ 1 2 6 31 7 0 2 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) Approach 31 . I I A. 84 v- 78 v- 96 Approach 2 Design Hour: 1998 SATURDAY W/0 PROJEC Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Critical Carryover Critical Volume to 'next Volume in vph phase in vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) A Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: ===================================== ======================================+= _ == ===s= ===....======= COMMENTS COMMENTS Exclusive right turns reduced 30 X V/C Ratio = .39 ___ Intersection: South 180th Street /Andover Park East Problem Statement: CPF / 180AND8P.NCP Step 1. IDENTIFY LANE GEOMETRY I Approach 3:Andover Park II 1I 1 R L I N S. 180th St. ('R.T T T L I THNHT Approach 1 < < 1 > > A - -RT 1 LT- v v v <" -RTH 1 LTH - "> <- -TH 1 2 TH - -> <v -LTH RTN-v> A " A v--LT RT - -v < < 1 > > Approach 2 LLTRR I T T N T T IS. 180th St 1 H H 1 I I 1 Approach 4:n/a = ==a =sas=ssssasssas = ===== = == saes===== s=+ asz s= a= sa==== =aszassa =s = = == =z= =s= = = = = + =s = zee = = == ===s=as=s s Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 487 1 1 1 2:RT= 379 TH= 0 I I 1 TH =1022 RT= 175 1 v 1 LT= 0 Approach 1 - -> 1:LT= 121 TH= 804 RT= 0 Step 3. IDENTIFY PHASING A182 -> < -- A1A2 1 1 A384 v > <-- Approach 2 " 1 4: RT= 0 I I I TH= 0 i 1 1 LT= 0 1 Approach 41 az Al --> A3 1 81 v -- 83 <1 v " A2 < -- A4 1 82 --" 84 1> II 121 -" 402 -> 402 -> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 60 0 60 intervals /hour b.LT capacity on 0 120 0 120 change (vph) c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 804 0 175 in vph e.LT capacity on 0 0 0 425 green (vph) f.LT capacity in : 0 120 0 545 vph (b+e) g.Left turn volume : 0 0 0 0 in vph h.Is volume > cap. : NO (g >f) 7 Step 5. ASSIGN LANE VOLUMES, in vph X 14 331 331 7 8 57 II Geometric Change: I I Signal Change: 1 I Volume Change: + zzz zzzzzzzz zzzzzzzz azizazzs =aazzassiass +zas zzaaz = = =z== ==s=a==s=s = = =s = = =s=a =ssz= Step 6a. CRITICAL VOLUMES, in vph COMMENTS (two phase signal) 1 Approach 31 Approach 1 See Step 6b. I I I I 1 Approach 41 asz = = = = = = ==s== = = =_____ = = = = =as =ass ==sa =ass sa==s=s==== ===s =ass= =ass =s = = = =s "+ 379 <+ 322 <- 701 Approach 2 NO: Design Hour: 1998 PM 11/0 PROJECT Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to•next Volume Phase in vph phase in vph A182 121(82) 402- 121= 281(A1) 121 A1A2 701( 2) OR 281(A1) 701 A384 (84) OR 123(A3) _ ' ?3) Step 7. SUM OF CRITICAL VOLUMES :53) 822(82A2)+1(84) +0() +0() 3 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Exclusive right turns reduced 30 X V/C Ratio = 0.6 ) _ = = = = =s= = = = ==a=s= = = = = =ass Step 2.'IDENTIFY VOLUMES, in vph Step 3. IDENTIFY PHASING -> < -- A1A2 A182 I I A384 v > Al--) A3 I V A A2 < -- A4 I Intersection: South 180th Street /Andover Park East Problem Statement: CPF / 180AND8S.NCP Step 1. IDENTIFY LANE GEOMETRY I Approach 3:Andover Park II II I R L I N S. 180th St. IRTTTL I TNHNT Approach 1 < < I > > A - -RT 1 LT - -^ v v v <^ -RTH 1 LTH - < - -TH 1 2 TH- -> <v -LTH RTN -v> ^ ^ ^ v - -LT RT --v < < 1 > > Approach 2 LLTRR T T H T T IS. 180th St H H I Approach 4:n /a ^ I Approach 31 3: LT= 305 I I 12:RT= 288 TN= 0 I I I TN= 626 RT= 90 I v I LT= 0 <-- Approach 2 Approach 1 - -> 107 -" 1:LT= 107 ( A 14: RT= 0 293 -> TN= 585 I I I 110 0 293 -> RT= 0 I I I LT= 0 I Approach 41 I I 81 v -- 83 <I I 82 - -" 84 I> I Approach 1 Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 ,60 0 60 intervals /hour . b.LT capacity on 0 120 0 120 change (vph) c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 585 0 90 in vph e.LT capacity on : 0 15 0 510 green (vph) f.LT capacity in 0 135 0 630 vph g.Left turn volume : 0 0 0 0 in vph h.is volume > cap. : NO NO (g >f) ? Step 5. ASSIGN LANE VOLUMES, in vph I I 3 90 I (C1• II See Step 6b. I I I I I Approach 41 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) I Approach 31 I I I I I I "+ 288 <+ 169 <- 457 Approach 2 Design Hour: 1998 SAT W/0 PROJECT Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph A182 107(82) 293- 107■ 186(A1) 107 A1A2 457(A2) OR 186(A1) 457 A38484) OR 63(A3) f Cl Step 7. SUM OF CRITICAL VOLUMES 1 bi 564(82A2)+ 84)+0() +0() II Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS II A =IIIIII == === Exclusive right turns reduced 30 % V/C Ratio = 0. 5 152 c!: i Approach 1 1 LT - -" ITN-A> 1 TN - -> 1 RTH-v> RT - -v Intersection: South 180th Street /Sperry Drive Problem Statement: CPF / 180SPE8P.NCP Step 1. IDENTIFY LANE GEOMETRY Approach 3:Driveway 11 1 1 R L 1 N S. 180th St. l•RT T T L THHHT A < < 1 > > " --RT v v v <" -RTN 1 < - -TH 1 <v -LTH " " " v - -LT 1 < < 1 > > Approach 2 LLTRR (T T H T T IS. 180th St IHHI 11 111 Approach 4:Sperry Dr. Step 2. IDENTIFY VOLUMES, in vph Approach 31 3: LT= 104 1 ( 1 2:RT= 98 TH= 0 1 ( 1 TH =1284 RT= 32 1 v 1 LT= 11 Approach 1 - -> 1:LT= 38 1 " 1 4: RT= 34 TH =1253 1 1 1 TH= 4 RT= 3 1 ( 1 LT= 49 Approach 41 Step 3. IDENTIFY PHASING - -" v -- 8281 --A AND < -- A182 AND - -> OR v -- /OR A281 - -> < -- A1A2 AND < " A384 AND v > OR 1 1 /0R A483 1 A3 v" A2 < -- A4 Al --> <-- Approach 2 81 v -- 83 <) 82 - -" 84 1> 1 _ Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach . -1- -2- -3- -4- a.No. of change 0 0 60 60 intervals /hour b.LT capacity on 0 0 120 120 change (vph) c.G /C ratio • ▪ 0 0 .5 .5 d.Opposing volume : 0 0 38 32 in vph e.LT capacity on 0 0 562 568 green (vph) f.LT capacity in 0 0 682 688 vph (b+e) g.Left turn volume : 0 0 104 49 in vph h.Is volume > cap. : (g >f) ? Step 5. ASSIGN LANE VOLUMES, in vph 1 38 628 -> 625 +> 3 +v 3 0 2 04 Approach 1 See Step 6b. Approach 41 < " > > I • • 4 111 9459 _ Step 6a. CRITICAL VOLUMES, in vph (two phase signal) Approach 31 "+ 98 <+ 593 <- 691 v- 11 Approach 2 Design Hour: 1998 PM W/0 PROJECT Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- able Phase NO NO Critical Volume in vph Carryover to' next phase 8281 11(B1) 38- /1a 27(82) 11 A182 27(82) 628- 27x 601(A1) 27 AIA2 691(A2) OR 601(A1) 691 A483 123(A4 +84) OR 71(A3 +83) 123 Step 7. SUM OF CRITICAL VOLUMES 38(8182) +691(A2) +123(A484)+0() = 852 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) ________ Geometric Change: Signal Change: Volume Change: COMMENTS 1 Step 9. RECALCULATE Exclusive right turns reduced 32 % V/C Ratio = .62 a Critical Volume in vph I Intersection: South 180th Street /Sperry Drive Problem Statement: CPF / 180SPE8S.NCP Step 1. IDENTIFY LANE GEOMETRY Step 4. LEFT TURN CHECK Approach 3:Driveway Approach 1 1 1 ^ : - 1- -2- -3- -4- R L ( N a.No. of change 0 0 60 60 S. 180th St. (R . T T T L I intervals /hour . WHY b.LT capacity on 0 0 120 120 Approach 1 < c 1 > > A - -RT change (vph) . 1 LT - -" v v v < -RTH 1 c.G /C ratio 0 0 .5 .5 LTH - "> < - -TH 1 d.Opposing volume : 0 0 13 76 1 TH --> <v-LTH in vph • 1 RTH -v> A A A v - -LT 1 e.LT' capacity on 0 0 587 524 RT - -v < < 1 > > Approach 2 green (vph) • L L T R R f.LT capacity in 0 0 707 644 T T H T T IS. 180th St. vph (b+e) I H N I g.Left turn volume : 0 0 106 5 1 1 1 ( in vph Approach 4:Sperry Dr. h.ls volume > cap. : NO NO (g >f) ? ___________________________________¢___+__ _______________________________ Step 2. IDENTIFY VOLUMES, in vph Approach 31 3: LT= 106 ( 1 1 2:RT= 121 TH= 1 1 1 TH= 844 RT= 75 v 1 LT= 0 Approach 1 - -> 1:LT= 55 TH= 823 RT= 2 Step 3. IDENTIFY PHASING I A 1 4: RT= 8 I I I TH= 5 I 1 1 LT= 5 Approach 41 - -" v -- B281 AND < -- A1B2 AND - -> OR v -- /OR A281 - -> < -- A1A2 AND < " A384 AND v > OR ( 1 /OR A4B3 Al - -> A3 v ^ A2 < -- A4 <-- Approach 2 01 v -- 83 <I 82 - -" 04 1> Critical Movement Analysis: PLANNING Calculation Form 1 Step 5. ASSIGN LANE VOLUMES, in vph 55 -^ 413 > 411 +> 2 +v 1 7 0 5 1 6 I ++ < V > Approach 1 See Step 6b. 1 1 Approach 41 < ^ >> + +I 1 5527 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) Approach 31 1 1 "+ 121 <+ 362 <- 483 v- 0 Approach 2 Design Hour: 1998 SAT W/0 PROJECT Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical' Carryover Critical able Volume to -next Volume Phase in vph phase in vph 8281 0(81) 55- 0= 55(82) 0 A182 55(82) 413- 55= 358(A1) 55 AIA2 483(A2) OR 358(A1) 483 A483 113(A4 +84) OR 6(A3 +83) 113 Step 7. SUM OF CRITICAL VOLUMES 55(8182) +483(A2) +113(A404) +0() = 651 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS IAI Exclusive right turns reduced 100 % V/C Ratio = .47 Intersection:'Saxon Drive /Andover Park East Problem Statement: CPF / SAXANDWP.NCP :: a=s=s=s: es s:s ss: as: ss :a::ssss::ss= ==l=:l=itl==l Step 1.. IDENTIFY LANE GEOMETRY Step 4. LEFT TURN CHECK n/a Approach 1 LT - -^ LTH -A> TN - -> RTH -v> RT - -v Step 2. IDENTIFY VOLUMES, in vph Approach 31 3: LT= 244 1 1 1 2:RT= 74 TH= 461 1 1 1 TH= 0 RT= 0 1 v 1 LT= 210 Approach 1 - -> 1:LT= TH= RT= V v 1 Approach 3:Andover Park 1 ,2 11 I N L I N 'RITTLI L T H H H T < < 1 > > A - -RT 1 v v v <A -RTH < - -TH <v -LTH A v - -LT 2 (> > Approach 2 LLTRR TTHTT Saxon Dr. INK I I 11 I I Approach 4:Andover Park < < AA 0 1 A 1 4: RT= 217 0 1 ( 1 TH= 308 0 1 1 1 LT= 0 Approach 41 Step 3. IDENTIFY PHASING A3B4 A3A4 A2B1 <-- Approach 2 Al - -> A3 1 81 v -- 83 <1 11 A2 <-- A4 I 82 - -" 84 (> _ Critical Movement Analysis: PLANNING Calculation Form 1 a.No. of change intervals /hour b.LT capacity on change (vph) c.G /C ratio d.Opposing volume in vph e.LT capacity on green (vph) f.LT capacity in vph (b+e) g.Left turn volume in vph h.ls volume > cap. (g>f) Z Step 5. ASSIGN LANE VOLUMES, in vph 1 222 334 114 I I I VV> Step 6a. CRITICAL VOLUMES, in vph (two phase signal) Approach 31 1 I 1 1 Approach 1 Approach : -1- -2- -3- -4- : 60 0 0 60 : 120 0 0 120 .5 0 0 .5 : 74 0 0 461 : 526 0 0 139 : 646 0 0 259 0 0 0 0 : NO See Step 6b. 1 Approach 41 2 2 64 1 3671 74 v- 95 v- 116 Approach 2 Design Hour: 1998 PM W/ GAS i OPTICAL Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to'next Volume Phase in vph phase in vph A3B4 244(B4) 231- 244= 0(A3) 244 A3A4 263(A4) OR O(A3) 263 A281 116(81) OR 52(A2) 116 NO Step 7. SUM OF CRITICAL VOLUMES 507(84A4) +116(81) +0() +0() = 623 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: __ = = == =S = - - == =_ ■==_ +==__==== = = = == =_ = = =_= COMMENTS A Exclusive right turns reduced 30 X V/C Ratio = .44 _ =_ Intersection: Saxon Drive /Andover Park East Problem Statement: CPF / SAXANOl1S.NCP Step 1. IDENTIFY LANE GEOMETRY 1 Approach 3:Andover Park A N/A Approach 1 LT - -A LTH -A> TH--> RTH-v> I T 2 11 R L 1 N T T T L 1 NNHT < < 1 > > A - -RT 1 v v v <A -RTH < - -TH <v -LTH v--LT 2 A A A RT - -v < < 1 > > Approach 2 LLTRR I T T H T T ISaxon Dr. 1 N H 1 1 1 t I 1 Approach 4:Andover Park Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 233 1 1 1 2 :RT= 98 TH= 216 1 1 1 TH= 0 RT= 0 1 v 1 LT= 184 Approach 1 - -> 1:LT= TH= RT= Step 3. IDENTIFY PHASING v > A A3A4 v I 1 A384 < -- A2B1 v -- <- -Approach 2 0 1 A 1 4: RT= 244 0 1 1 1 TH= 167 0 I I 1 LT= 0 1 Approach 41 Al --> A3 1 81 v-- 83 <1 V A I I A2 <-- A4 1 82 - -A 84 1> d.Opposing volume in vph e.LT capacity on : green (vph) f.LT capacity in : vph (b+e) g.Left turn volume : in vph h -Is volume > cap. (g>f) 7 1112 003 883 111 •vv> Approach 1 See Step 6b. _ =S= == =_ Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- a.No. of change : 60 0 0 intervals /hour b.LT capacity on : 120 change (vph) c.G /C ratio Step 5. ASSIGN LANE VOLUMES, in vph 1 1 1 1 1 Approach 41 0 0 120 .5 0 0 .5 98 0 0 216 502 0 0 384 622 0 0 504 0 0 0 0 NO NO _____ _____ AA > + + 1 2 6 4 1 7041 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 1 1 1 1 A- 98 v- 83 v- 101 Approach 2 -4- 60 Geometric Change: Signal Change: Volume Change: COMMENTS = =_ Design Hour: 1998 SAT 11/ GAS i OPTICA Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to 'next Volume Phase in vph phase in vph A384 233(84) 108 - 233= 0(A3) 233 A3A4 244(A4) OR 0(A3) 244 A2B1 101(81) OR 69(A2) 101 Step 7. SUM OF CRITICAL VOLUMES 477(84A4) +101(81) +0() +0() = 578 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) IA I Step 9. RECALCULATE Exclusive right turns reduced 30 % V/C Ratio = .41 = _ Intersection: South 180th Street /Andover Park East Problem Statement: CPF / 180ANDIIP.NCP s===ss- Step 1. IDENTIFY LANE GEOMETRY 1 Approach 3:Andover Park I 1 . 11 I R L I N S. 180th St. I RTTTL I THHHT Approach 1 < < 1 > > A - -RT 1 LT - -A v v v <" -RTH 1 LTH - "> < - -TH 1 2 TH - -> <v-LTH RTH-v> " " " v - -LT RT - -v < < 1 > > Approach 2 LLTRR I T T H T T IS. 180th St I H H I 1 I 1 Approach 4:n/a Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 496 1 1 1 2:RT= 387 TH= 0 1 1 1 TH =1022 RT= 178 1 v 1 LT= 0 Approach 1 - -> 1:LT= 124 TH= 804 RT= 0 Step 3. IDENTIFY PHASING A182 A1A2 --> <■■ 1 1 A384 v > " <-- Approach 2 1 " 1 4: RT= 0 1 1 1 TH= 0 1 1 1 LT= 0 1 Approach 41 Al --> A3 1 81 v -- v" A2 < -- A4 1 82 - 83 I > ( B4 loro Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 60 0 60 intervals /hour . b.LT capacity on 0 120 0 120 change (vph) c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 804 0 178 in vph e.LT capacity on : 0 0 0 422 green (vph) f.LT capacity in 0 120 0 542 vph (b+e) g.Left turn volume : 0 0 0 0 in vph h.Is volume > cap. : NO (g >f) Z Step S. ASSIGN LANE VOLUMES, in vph 1 124 402 -> 402 -> 114 79 8 6 Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 Approach 1 See Step 6b. I I I I I I 1 Approach 41 _____ _______________________________ ______ "+ 387 <+ 318 <-705 Approach 2 Design Hour: 1998 PM W/ GAS i OPTICAL a = = = = = = = = =s= =sas = =s =:: ======a :sass Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph A182 124(82) 402- 124= 278(A1) 124 AIA2 705(A2) OR 278(A1) 705 A384 p6(84) OR 125(A3) 1g61 331 73 7- NO: Step 7. SUM OF CRITICAL VOLUMES 3'31 - 829(82A2) +9684) +0() +0() 1168 Step 9. RECALCULATE COMMENTS Geometric Change: Signal Change: Volume Change: vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Exclusive right turns reduced 30 % V/C Ratio = 9 Intersection: South 180th Street /Andover Park East 'Problem Statement: CPF / 180ANOWS.NCP Step 1. IDENTIFY LANE GEOMETRY 1 Approach 3:Andover 1I 11 R L I S. 180th St. IRTTTL 1 INHHT vvv Approach 1 1 • LT LTH-A> 2 TH- -> RTH -v> RT- -v 1:LT= 110 TN= 585 RT= 0 A N Park A - -RT <A-RTH 1 < - -TN 1 <v -LTH v - -LT Approach 2 A A A LLTRR T T H T T IS. 180th St. H N 1 1 Approach 4:n/a (g>f) ? a =aszssaaaazsa muss assa sass seas= as =z =s=aassaz = = = = =a=s =s =s =s= =s Step 2. IDENTIFY VOLUMES, in vph Step 5. ASSIGN LANE VOLUMES, 1 3 9 1 2e.33 l 1 Approach 31 3: LT= 314 1 1 1 2:RT= 296 TH= 0 1 1 1 TH= 626 RT= 93 1 v 1 LT= 0 Approach 1--> ================== == Step 3. IDENTIFY PHASING Al - -> A3 1 V A A2 < - - A4 1 < -- Approach 2 1 "14:RT= 0 1 H I TH= 0 I 1 1 LT= 0 1 Approach 41 A182 - -> < -- A1A2 1 1 A384 v > 81 v -- 83 <1 11 82 - -A 84 1> Step 4. LEFT TURN CHECK Approach . -1- -2- -3- -4- a.No. of change 0 60 0 intervals /hour • b.LT capacity on 0 120 0 120 change (vph) • c.G /C ratio 0 .5 0 .5 d.Opposing volume : 0 585 0 93 in vph e.LT capacity on 0 15 0 507 green (vph) • f.LT capacity in . • 0 135 0 627 vph (bte) g.Left turn volume in vph h.Is volume > cap. : NO 110 293 -> 293 -> 34 II Approach 1 Calculation Form 1 See Step 6b. za = = = =a = =z=a =ass sae==s z= azz azzzaaa zz =CURS zasas= = = = = = = =s = = :=z Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted 60 Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph • 0 0 0 0 l I I I I I 1 Approach 41 NO: Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 Design Hour: 1998 SAT W/ GAS i OPTICA A182 110(82) 293- 110= 183(A1) 110 A1A2 461(A2) OR 163(A1) 461 A3B4 ,114184) OR 65(A3) 204- in vph Step 7. SUM OF CRITICAL VOLUMES 571(82A2)+ p4184)+00+00 N. 296 = ) vph <+ 165 = = =__ =_= _ === __________ <- 461 Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Approach 2 Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: az== COMMENTS 116A Exclusive right turns reduced 30 V/C Ratio = K _ = ====z== == Intersection: South 180th Street /Sperry Drive Problem-Statement: CPF / 180SPEWP.NCP Step 1.. IDENTIFY LANE GEOMETRY 1 Approach 3:Driveway 11 1 1 1 R L 1 N S. 180th St. IRTTTL 1 THNNT Approach 1 < < 1 > > " - - RT 1 LT - -A v v v <A -RTM 1 LTH-A> < --TH 1 1 TH - -> <v -LTH 1 RTH -v> A A A v - -LT 1 RT - -v < < 1 > > Approach 2 LLTRR 1 T T H T T IS. 180th St I N H I 11 11I 1 Approach 4:Sperry Dr. • ass = = ===a = = = = =____________ =c== =■== Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 104 1 1 1 2:RT= 98 TH= 0 1 1 1 TH =1292 RT= 32 1 v 1 LT= 11 Approach 1 - -> 1 :LT= 38 TH =1262 RT= 3 _________________+__________________________==== =ac = = = = = = +r = = = = = =x = = = = =_ = = = = =a= == _ == Step 3. IDENTIFY PHASING - -" v -- 8281 --A AND <-- --> OR v -- 1 A 1 4: RT= 34 I 1 1 TH= 4 1 1 1 LT= 49 1 Approach 41 A182 AND /OR A281 A1A2 1 1 AND < " A3B4 AND v > OR 1 1 /OR A4B3 A < -- Approach 2 Al - -> A3 1 B1 v -- 83 <1 1I A2 < -- A4 1 82 - 64 1> Critical Movement Analysis: PLANNING Calculation Form 1 Step 4. LEFT TURN CHECK Approach -1- -2- -3- -4- a.No. of change 0 0 60 60 intervals /hour • b.LT capacity on 0 0 120 120 change (vph) c.G /C ratio 0 0 .5 .5 d.Opposing volume : 0 0 38 32 in vph e.LT capacity on 0 0 562 568 green (vph) f.LT capacity in 0 0 682 688 vph (b+e) g.Left turn volume : 0 0 104 49 in vph h.is volume > cap. : (9 ) f) ? Step 5. ASSIGN LANE VOLUMES, in vph 38 633 -> 630 +> 3 +v 3 0 204 1 + + <v> Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I Approach 1 See Step 6b. I I I 1 I Approach 41 4 1 1 1 94591 Prob- able Phase 8281 A182 A1A2 A483 NO NO A+ 98 <+ 597 <- 695 v- 11 Approach 2 Design Hour: 1998 PM W/ GAS i OPTICAL Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Critical Volume in vph 11(81) 38- 11= 27(82) 27(82) 633- 27= 606(A1) 695(A2) OR 606(A1) 123(A4 +B4) OR 71(A3 +83) Geometric Change: Signal Change: Volume Change: COMMENTS Volume Carryover to next phase _ == case= Step 7. SUM OF CRITICAL VOLUMES 38(8182) +695(A2) +123(A4B4) +0() = 856 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) 1 Step 9. RECALCULATE Exclusive right turns reduced 32 % V/C Ratio = .62 Adjusted Critical Volume in vph 11 27 695 123 Intersection: South 180th Street /Sperry Drive Problem. Statement: CPF / 180SPEWS.NCP Step 1. IDENTIFY LANE GEOMETRY 1 Approach 3:Driveway 1 1 1 I R L 1 N S. 180th St. IRTTTL I T H H H T Approach 1 < < I > > A - -RT 1 LT --" v v v <"-RTH 1 LTH - ^> <--TH 1 1 TH - -> <v -LTH 1 RTH -v> A A A v - -LT 1 RT - -v < < 1 > > Approach 2 L L T R R T T H T T 1S. 180th St H H 1 1 ====== = === = == == = ==__ = = = ==_ __ Step 2. IDENTIFY VOLUMES, in vph 1 Approach 31 3: LT= 106 1 1 1 2:RT= 121 TH= 1 I I 1 TH= 852 RT= 75 1 v 1 LT= 0 Approach 1 - -> 1:LT= 55 TH= 831 RT= 2 Step 3. IDENTIFY PHASING Al - -> A3 A2 < -- A4 A 11 Approach 4:Sperry Dr. < -- Approach 2 A 1 4: RT= 8 I 1 1 TH= 5 I 1 1 LT= 5 1 Approach 41 - v -- 8281 - -A AND < -- A162 AND - -> OR v -- /OR A2B1 -> < -- A1A2 1 I AND < ^ A3B4 AND v > OR I I /0R A463 V 81 v -- B3 <I I I 82 - -A 84 I> s=2== 55 -^ 417 -> 415 +> 2 +v • Critical Movement Analysis: PLANNING Calculation Form 1 2222: Step 4. LEFT TURN CHECK Approach : -1- -2- -3- -4- a.No. of change 0 0 60 60 intervals /hour b.LT capacity on 0 0 120 120 change (vph) • c.G /C ratio 0 0 .5 .5 d.Opposing volume : 0 0 13 76 in vph • e.LT capacity on 0 0 587 524 green (vph) • f.LT capacity in 0 0 707 644 vph (b+e) g.Left turn volume : 0 0 106 5 in vph h.Is volume > cap. : (g >f) ? =G =e= == sa==e Step 5. ASSIGN LANE VOLUMES, in vph 1 1 7 0 5 1 6 I + + < v > Step 6a. CRITICAL VOLUMES, in vph (two phase signal) 1 Approach 31 I I I I Approach 1 See Step 6b. __ =5_ I I I I 1 Approach 41 ____:==== s= a= es= : = : : :_ :_____ :___=___ :_=_ == = =eG =ss= =2 = 22s =2=222222 = = =2s2Sa22 =sssaa 222= Step 6b. VOLUME ADJUSTMENT FOR MULTIPHASE SIGNAL OVERLAP Possible Volume Adjusted Prob- Critical Carryover Critical able Volume to next Volume Phase in vph phase in vph 1 5527$ NO NO "+ 121 <+ 366 <- 487 v- 0 Approach 2 G=e=es_ Design Hour: 1998 SAT M/ GAS i OPTICA B281 O(61) 55- 0= 55(82) 0 A182 55(82) 417- 55= 362(A1) 55 AIA2 487(A2) OR 362(A1) 487 A483 113(A4+04) OR 6(A3+83) 113 Step 7. SUM OF CRITICAL VOLUMES 55(6162) +487(A2) +113(A484) +0() = 655 vph Step 8. INTERSECTION LEVEL OF SERVICE (compare step 7 with table 6) Step 9. RECALCULATE Geometric Change: Signal Change: Volume Change: COMMENTS Al I Exclusive right turns reduced 100 % V/C Ratio = .48 _ =__ __- _ =__ ::_ B rizolafticortstruction & 11 engineering inc. 1841 HOWARD ROAD MADERA (209) 661 • • CONTR. UC. 395853 • FAX (209) 673-0600 • MADERA CAUFORNA 93637 FRESNO 009) 266-9000 VNICO—PRUDEN building. • .• TRIHG TURAL . GALGULATIONS FOR •••. GOSTGO WHOLESALE GAS STATION ADD I T I ON TUKW I LA, WASH I NGTON GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE • GERALD MELE Si ASSOCIATES 7337 N. FIRST ST, SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 12! eItler7 9F GO 7; GM Consulting Engineers GERALD A, MELE, PE, SE MARTIN R. INESS, PE, SE GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 4351169 E�i'GWPARAMTEk /AATPJAL :COP P Neff UIVIFOMI BUILDING (O12 80/V1pN, !XPASLIRir . ZON6 ttigEs ,50013 Wri ., A36 t3OLTS A307 WELD 1<70XX 2S pbl GRAD): 60 SSE . P1IS REPORr w 0 9' 75 - 038 —10 DAMP Jui.y 10, ietto By 6)=O C-NG►NERS 0 = 1500 PSF . f 3p9 1°GF, ,u = . 35 . '/3 I NCRFAs E DK FW a rA►Q)NG r, s. ALRr=jny 1NCLUD1:p IN PR m21\1 ANP PAss)V .•. use 1,® G Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 _ D ADS ROoF : DEAD LOADS (.41L!NG Jo$sT 13RAGE 5 CoL1•& Mist: S) "151v11G 3,3 O.5 `: ... I. 5 I. 5 ADD To 01147 ° JOIsT 0,5 80 P$F C0M PuTfit INGL110 - MATT R?AL wEl &NTs AUTOMAMALLY. : APPLY 2.oP5r TO CF1uNO JOISTS USE O PSF FOR sa15/0/c- 1-060 UNgR/11 oN t S P5}= AnV IT10f /)L FOF 1=A:C4 (APPLY OVER 2.s ' wutirN) L GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE = 16.4 P6F x1,067 x 1,3 x1.0 . = 22,6 PSF 16.4 P � r x Lob x 17 1.0 = 12.17 PSF 16.4PSF 1,0& X1,3 x l.o = 22.G ISF. 0.31.0x2.75 XW = .275W 3 Noti 13U11.>n1N6 . 5T171U011Rl= 5 ' ROOF LIVE. LOAO 20 P5P - SNOW LOAD 60VFR>tls GERALD MELE & ASSOCIATES 7337 N. FIRST ST, SUITE 110 FRESNO, CA 93720 (209).435.1411 FAX (209) 435.1169 GM SNOW LOAD (P STIOTI) 1641 OF APP 0 = 25 P.5F (PER 1U11.00)(7 OFFIMAL.) IV, 2 AsF D = 0.13 P 14 z 17 bl PCF 25 PsF47.61pcF I. 42 /Ids 3- 1.4z" 1.59' ,43(5 (2770 t10 - 1, USE • shol I.21' PR 1441.5 W4 = ) = 4.04' W= 12)'x 17. 61 PGF 21,3 PsF Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 7-5 RS F Gi11.111& 7.1 P5F 0111FT LOAD = x21.3P.S1: = 51.1' —us E BASE LOAD = 25 P5F • —ADD UNIFORM LOAD TO OUTT-'1NOSr GEtIti& JOST OF 51 ‚'4 -ADD POINT LOAD TO ErT OF OLITEgMOsr &MIN& JOIST" .1: 76 51.11 = AepLea e 4,fr/3 1,19' FIVII/1 ENO OF JOIST 2. —ADO 1 LOAD TO PID OF 1NNPIZM1ST G4L1A1c7Jv1sr= -7,67,(51.1* anz APPOED 1.101 FROM END OF Joi.sr GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 11111111111111k LME 24 clAti&P GRAM PRIX LTL pA0E1- 13Y ALUMES 131111.01W, P001)1.16T4 [ GconsuMiting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE GERALD MELE Ss, ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435•1169 GRAN PRIX MAXIMUM SPAN TABLE • PANEL THICKNESS LIVE /SNOW LOAD 20 PSF I 30 PSF I 40 PSF I 50 PSF PANEL SPAN OR OVERHANG* SPAN OVER- HANG SPAN OVER I LANG SPAN OVER- HANG SPAN OVER- HANG .028" Alum. 10' -4" 3' -9" 9' -4" 3' -1" 7' -7" 7-8" 6' -10" 2' -3" .036" Alum. 12' -2" 4' -8" 11' -5" 3' -10" 10 -0" 3' -4" 8' -9" 2' -9" 24 Ga. Steel 13' -2" 4' -10" 11 -11" 4' -0" 10' -4" 3' -6" 9' -0" 3' -0" GRAN PRIX PANEL Section Properties Material Aluminum 3005 H281 Steel FY ■40 KSI Thickness .028" .036" 24 Ga. I -(In') / Ft. .578 .743 .495 Y- Centroid .760 .760 .760 S+ In" .332 .427 .284 S- In' .761 .978 .651 Dead Weight - # /F1 .750 .960 1.836 GRAN PRIX PANEL MAXIMUM SPAN TABLE PANEL ALLOWABLE WIND LOAD SPANS 10 PSF 15 PSF 20 PSI' 25 PSF 30 PSF 35 PSF 40 PSF SPAN CANT. SPAN CANT. SPAN CANT. SPAN CANT, SPAN CANT. SPAN CANT. SPAN CANT. .028" Alum. 12'•6" 4'•4" 10'•3" 3' -7" 8'•10" 3'`0" 7-11" 2'•9" 7-3" 2' -6" 6i•8" 2' -4" 6' -3" 2' -2" .036" Alum. 19' -6" 6' -9" I5' - 11" 5' -6" 13'•10" 4' -10" 12' -4" 4' -3" 11' -3" 3'•1l" 10'•5" 3'•7" 9' -9" 3' - 4" 24 Ga. Steel 16'•8" 5•10" 13' -7" 4' -9" 11'•9" 4'•1" 1(Y -6" 3'•8" 9'•7" 3' -4" 8' -11" 3' -1" 8'44" 2' -10" GRAN PRIX PANEL TO PURLIN CONNECTION LIVE LOAD NO. OF FASTENERS / PURLIN PANEL TI IICKNESS .028" Alum. .036" Alum. 24 Ga. Steel 20 2 2 3 30 3 :i 4 40 3 3 4 .r, '4A 7 '' ; 3'^ �, lV•V 7 4* : �t• cr : ; �•,x ,w , ° ..'. .4, '1 "-:1;,•.k : V. � .�":.. �ri'��.>, ,.� ='N , -r .a `�"W -�;6. Y1ti i�. y�+1.. .��'`��t'"^��k. t'� WA' C! .5� k �J W� `�; L, .S ``vt 15*, . th `,Y k ��. iJ 1ta CS.�M?,SS` 4 - vi5i. y.v'73a.''a` . :0'..P GRAN PRIX WALKWAY COVERS & CANOPIES 'Panel Span values shown above are based on GRAN PRIX panel fastened to top flange of purlin or sus- pended from purlin and attached to purlin with fasteners. See panel to purlin connection charts for required number of fasteners per panel. Filed lye: May 10'17 Sap•••■••••t's: Mm/ I'M I'.INi 2 111 Si firm Prix rt ORAN PRIX PANEL FASTENED TO TOP OF PURLIN t P PANEL ATTACHED TO TOP OF BEAM S+ m Section Modu us For Snow Load. S— = Section Modulus For Uplift. Y Top Y Boa. • 1,740 • .760 GRAN PRIX PANEL SUSPENDED FROM BOTTOM OF PURLIN GRAN PRIX PANEL 110nOM OF PURLIN 114 SEIF•TAPPINO SCREWS WITII COMP0511E DSO' X 60' 0 U Al UMINUM NEOPIIENE WASIILII OR APPROVED EOUA L. PEL ATTACHED TO BOTTOM OF BEAM WITH FASTEN 9832811000/5-97/4000(' Plhn,'dhIIIsA 'I'1'I'l/ A11111"'I 1(.1,1'IIIUI 1 "In. l I • Al uM• I. Nwlnl Ails r• analysis and design ''' .. ° . connections joint assignment member assignment d 14 22 I'U2X2X3 's l 4 22 .. T U 13K8X6 T U 2X3 i 'x/14 22 WI 4X22 W14 22 T U 2%3 4X 2 'l14 22 W14 22 W 4X22 W14 22 Ny_ TU W 4X2 TU2X2X3 4 W14 22 W1 4 2 4}2C 3 . /1 Rbt W14 22 W14 22 TU 2X3 TU 2X3 T U 2X3 W14 22 TU2X2X3 22 W 1 4X22 .� 4X 2 w MMI" 4R sizFS \i 4 r 1 4X2 W 4X.2j WI 44X22 TUBXSX& 4X22 ‘4114X,...2? W14} 22 U8X8X8 .. Joint No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 X Coordinate ft 8.000 40.000 72.000 8.000 40.000 72.000 0.000 8.000 18.667 29.333 40.000 50.667 61.333 72.000 80.000 8.000 40.000 72.000 0.000 8.000 18.667 29.333 40.000 50.667 61.333 72.000 80.000 0.000 8.000 18.667 29.333 40.000 50.667 61.333 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 2 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Vertical Axis Y < Joint Coordinates > Y Coordinate ft 0.000 0.000 0.000 0.000 0.000 0.000 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 Z Coordinate ft 4.500 4.500 4.500 18.500 18.500 18.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.500 4.500 4.500 7.667 7.667 7.667 7.667 7.667 7.667 7.667 7.667 7.667 15.333 15.333 15.333 15.333 15.333 15.333 15.333 Job : SPAN97.121 Page: 1 Date: 7/31/97 Joint Temperature 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1q Joint No 35 36 37. 38 39 40 .. 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Joint + No X K /in 1 Reaction 2 Reaction 3 Reaction 4 Reaction 5 Reaction 6 Reaction 32 STORY 1 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d X Coordinate ft 72.000 80.000 8.000 40.000 72.000 0.000 8.000 18.667 29.333 40.000 50.667 61.333 72.000 80.000 82.667 93.333 104.000 112.000 104.000 82.667 93.333 104.000 112.000 82.667 93.333 104.000 112.000 104.000 82.667 93.333 104.000 112.000 104.000 104.000 Translation Y K /in Reaction Reaction Reaction Reaction Reaction Reaction < Joint Y Coordinate ft 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 0.000 0.000 < Boundary Coordinates > z Coordinate ft 15.333 15.333 18.500 18.500 18.500 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 0.000 0.000 0.000 0.000 4.500 7.667 7.667 7.667 7.667 15.333 15.333 15.333 15.333 18.500 23.000 23.000 23.000 23.000 4.500 18.500 z K /in Reaction Reaction Reaction Reaction Reaction Reaction STORY 1 Conditions > + + Mx K- ft /rad- Reaction Reaction Reaction Reaction Reaction Reaction Job : SPAN97.121 Page: 2 Date: 7/31/97 Rotation + My Mz -- K- ft /rad--- K- ft /rad -- Reaction Reaction Reaction Reaction Reaction Reaction Joint Temperature %F 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reaction Reaction Reaction Reaction Reaction Reaction ►5 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Joint No 67 68 Material Label A36 A500B Section Label K /in Reaction Reaction STRUT TU2X2X3 JOIST W14X22 BEAM W14X22 COLUMN TU8X8X6 Member Joints No I J 1 1 16 2 2 17 3 3 18 4 4 37 5 5 38 6 6 39 7 41 37 8 37 29 9 29 20 10 20 16 11 16 8 12 44 38 13 38 32 14 32 23 15 23 17 16 17 11 17 47 39 18 39 35 19 35 26 20 26 18 21 18 14 22 7 8 23 8 9 < Boundary Conditions + Translation + + X Y Young's Modulus Ksi 29000.00 29000.00 Database Material Shape Label z K /in K /in Reaction Reaction Reaction Reaction A500B A36 A36 A500B x Ali is K Rotate < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10"5 %F -- 11154.00 0.3000 0.65000 11154.00 0.3000 0.65000 < Sections > As As Area yy zz in'2 1.27 1.2 1.2 6.49 1.2 1.2 6.49 1.2 1.2 11.10 1.2 1.2 < Members > Section End Releases Offsets Set I: MMM J: MMM I -End J -End xyzxyz- xyzxyz - - -in in COL COLUMN COLUMN COLUMN COLUMN COLUMN BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BenPIN BEAM BEAM BEAM BEAM JOIST JOIST Rotation + Mx My Mz K -f t/rad---K-ft/rad--- K- ft /rad - -- Reaction Reaction Reaction Reaction Reaction Reaction THIS 12)AM LAT INcI FASEP TO W14X2(. D1551&N )S tot(S15RVATIV BenPIN BenPIN BenPIN Job : SPAN97.121 Page: 3 Date: 7/31/97 Weight Density K /ft3 0.490 0.490 I I yy zz in in 6.68e -1 6.68e -1 7.00 199.00 7.00 199.00 106.00 106.00 Label Cl C2 C3 C4 C5 C6 Bl B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 J1 J2 Yield Stress Ksi 36.00 46.00 Torsion T J C in - - -- 1.15 0.21 0.21 170.00 Inactive? Length ft - -- 18.50 18.50 18.50 18.50 18.50 18.50 4.50 3.17 7.67 3.17 4.50 4.50 3.17 7.67 3.17 4.50 4.50 3.17 7.67 3.17 4.50 8.00 10.67 )b RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Job : SPAN97.121 Page: 4 Date: 7/31/97 < Members > Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I -End J -End Label Length xyzxyz- xyzxyz - - -in in ft - -- 24 9 10 JOIST J3 10.67 25 10 11 JOIST BenPIN J4 10.67 26 11 12 JOIST BenPIN J5 10.67 27 12 13 JOIST J6 10.67 28 13 14 JOIST J7 10.67 29 14 15 JOIST J8 8.00 30 19 20 JOIST J9 8.00 31 20 21 JOIST J10 10.67 32 21 22 JOIST J11 10.67 33 22 23 JOIST BenPIN J12 10.67 34. 23 24 JOIST BenPIN J13 10.67 35 24 25 JOIST J14 10.67 36 25 26 JOIST J15 10.67 37 26 27 JOIST J16 8.00 38 28 29 JOIST J17 8.00 39 29 30 JOIST J18 10.67 40 30 31 JOIST J19 10.67 41 31 32 JOIST BenPIN J20 10.67 42 32 33 JOIST BenPIN J21 10.67 43 33 34 JOIST J22 10.67 44 34 35 JOIST J23 10.67 45 35 36 JOIST J24 8.00 46 40 41 JOIST J25 8.00 47 41 42 JOIST J26 10.67 48 42 43 JOIST J27 10.67 49 43 44 JOIST BenPIN J28 10.67 50 44 45 JOIST BenPIN J29 10.67 51 45 46 JOIST J30 10.67 52 46 47 JOIST J31 10.67 53 47 48 JOIST J32 8.00 54 42 30 STRUT BenPIN BenPIN S1 7.67 55 30 21 STRUT BenPIN BenPIN S2 7.67 56 21 9 STRUT BenPIN BenPIN S3 7.67 57 43 31 STRUT BenPIN BenPIN S4 7.67 58 31 22 STRUT BenPIN BenPIN S5 7.67 59 22 10 STRUT BenPIN BenPIN S6 7.67 60 45 33 STRUT BenPIN BenPIN S7 7.67 61 33 24 STRUT BenPIN BenPIN S8 7.67 62 24 12 STRUT BenPIN BenPIN S9 7.67 63 46 34 STRUT BenPIN BenPIN S10 7.67 64 34 25 STRUT BenPIN BenPIN Si]. 7.67 65 25 13 STRUT BenPIN BenPIN S12 7.67 66 29 21 STRUT BenPIN BenPIN S13 13.14 67 21 31 STRUT BenPIN BenPIN S14 13.14 68 31 23 STRUT BenPIN BenPIN S15 13.14 69 23 33 STRUT BenPIN BenPIN S16 13.14 17 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Member No I 70 33 71 25 72 67 73 68 74 65 75 62 76 60 77 56 78 53 79 15 80 49 81 50 82 51 83 27 84 54 85 55 86 56 87 36 88 58 89 59 90 60 91 48 92 63 93 64 94 65 95 63 96 58 97 54 98 64 99 59 100 55 101 35 102 54 103 59 Joints x Axis J K Rotate 25 35 53 62 62 60 56. 53 51 49 50 51 52 54 55 56 57 58 59 60 61 63 64 65 66 58 54 49 59 55 50 54 59 56 Section Length Member Set ft Cl COLUMN 18.50 C2 COLUMN 18.50 C3 COLUMN 18.50 C4 COLUMN 18.50 C5 COLUMN 18.50 C6 COLUMN 18.50 B1 BEAM 4.50 Lb yy ft < Members > Section End Releases Offsets Set I: MMM J: MMM I -End J -End xyzxyz - xyzxyz - - -in in STRUT BenPIN BenPIN STRUT BenPIN BenPIN COLUMN COLUMN BEAM BenPIN BEAM BEAM BEAM BEAM JOIST BenPIN JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN 7.67 14.00 BenPIN P BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN < AISC Parameters Lb zz Lcomp ft ft K K yy zz 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 1.00 1.00 Job : SPAN97.121 Page: 5 Date: 7/31/97 Inactive? Label. Length ft - -- S17 13.14 S18 13.14 C7 18.50 C8 18.50 B16 4.50 B17 3.17 B18 7.67 B19 3.17 B20 4.50 J33 2.67 J34 10.67 J35 10.67 J36 8.00 J37 2.67 J38 10.67 J39 10.67 J40 8.00 J41 2.67 J42 10.67 J43 10.67 J44 8.00 J45 2.67 J46 10.67 J47 10.67 J48 8.00 S19 7.67 S20 7.67 S21 7.67 S22 7.67 S23 7.67 S24 7.67 S25 13.14 S26 13.14 S27 13.14 Cm Cm yy zz 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 Cb Sway (B] y z 1.00 y y 1.00 y y 1.00 y y 1.00 y y 1.00 y y 1.00 y y 1.00 16 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Job : SPAN97.121 Page: 6 Date: 7/31/97 < AISC Parameters > Section Length Lb Lb K K Cm Cm Cb Sway Member Set yy zz Lcomp yy zz yy zz (B] y z ft ft ft ft B2 BEAM 3.17 7.67 14.00 B3 BEAM 7.67 7.67 14.00 B4 BEAM 3.17 7.67 14.00 B5 BEAM 4.50 7.67 14.00 B6 BEAM 4.50 7.67 14.00 B7 BEAM 3.17 7.67 14.00 B8 BEAM 7.67 7.67 14.00 B9 BEAM 3.17 7.67 14.00 B10 BEAM 4.50 7.67 14.00 Bil BEAM 4.50 7.67 14.00 B12 BEAM 3.17 7.67 14.00 B13 BEAM 7.67 7.67 14.00 B14 BEAM 3.17 7.67 14.00 B15 BEAM 4.50 7.67 14.00 J1 JOIST 8.00 10.67 32.00 J2 JOIST 10.67 10.67 32.00 J3 JOIST 10.67 10.67 32.00 J4 JOIST 10.67 10.67 32.00 J5 JOIST 10.67 10.67 32.00 J6 JOIST 10.67 10.67 32.00 J7 JOIST 10.67 10.67 32.00 J8 JOIST 8.00 10.67 32.00 J9 JOIST 8.00 10.67 32.00 J10 JOIST 10.67 10.67 32.00 J11 JOIST 10.67 10.67 32.00 J12 JOIST 10.67 10.67 32.00 J13 JOIST 10.67 10.67 32.00 J14 JOIST 10.67 10.67 32.00 J15 JOIST 10.67 10.67 32.00 J16 JOIST 8.00 10.67 32.00 J17 JOIST 8.00 10.67 32.00 J18 JOIST 10.67 10.67 32.00 J19 JOIST 10.67 10.67 32.00 J20 JOIST 10.67 10.67 32.00 J21 JOIST 10.67 10.67 32.00 J22 JOIST 10.67 10.67 32.00 J23 JOIST 10.67 10.67 32.00 J24 JOIST 8.00 10.67 32.00 J25 JOIST 8.00 10.67 32.00 J26 JOIST 10.67 10.67 32.00 J27 JOIST 10.67 10.67 32.00 J28 JOIST 10.67 10.67 32.00 J29 JOIST 10.67 10.67 32.00 J30 JOIST 10.67 10.67 32.00 J31 JOIST 10.67 10.67 32.00 J32 JOIST 8.00 10.67 32.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Section Length Member Set ft S1 STRUT 7.67 'S2 STRUT 7.67 S3 STRUT 7.67 S4 STRUT 7.67 S5 STRUT 7.67 S6 STRUT 7.67 S7 STRUT 7.67 S8 STRUT 7.67 S9 STRUT 7.67 S10 STRUT 7.67 S11 STRUT 7.67 S12 STRUT 7.67 S13 STRUT 13.14 S14 STRUT 13.14 S15 STRUT 13.14 S16 STRUT 13.14 S17 STRUT 13.14 S18 STRUT 13.14 C7 COLUMN 18.50 C8 COLUMN 18.50 B16 BEAM 4.50 B17 BEAM 3.17 B18 BEAM 7.67 B19 BEAM 3.17 B20 BEAM 4.50 J33 JOIST 2.67 J34 JOIST 10.67 J35 JOIST 10.67 J36 JOIST 8.00 J37 JOIST 2.67 J38 JOIST 10.67 J39 JOIST 10.67 J40 JOIST 8.00 J41 JOIST 2.67 J42 JOIST 10.67 J43 JOIST 10.67 J44 JOIST 8.00 J45 JOIST 2.67 J46 JOIST 10.67 J47 JOIST 10.67 J48 JOIST 8.00 S19 STRUT 7.67 S20 STRUT 7.67 S21 STRUT 7.67 S22 STRUT 7.67 S23 STRUT 7.67 RISA -3D (R) GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Lb yy ft < AISC Parameters Lb zz Lcomp ft ft 7.67 14.00 7.67 14.00 7.67 14.00 7.67 14.00 7.67 14.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 10.67 32.00 Version 2.1d > K K yy zz 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Job : SPAN97.121 Page: 7 Date: 7/31/97 Cm Cm Cb Sway yy zz [B] y z 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 1.00 y y 0.85 0.85 1.00 y y 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337. N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < AISC Parameters > Section Length Lb Lb K K Cm Cm Cb Sway Member Set yy zz Lcomp yy zz yy zz [B] y z ft ft ft ft S24 STRUT 7.67 S25 STRUT 13.14 S26 STRUT 13.14 S27 STRUT 13.14 < Basic Load. Case Data > BLC Basic Load Case No. Description 1 dead load 2 snow load 3 wind uplift 4 wind Z direction 5 wind X direction 6 seismic Z direction 7 seismic X direction Joints Member I J Direction Magnitude Location K, K ft ft or o =' ,7 1.250 2.5' Jl 7 8 Y -0.077 J36 51 52 Y -0.077 1 6.750 Z J9. 19 20 Y -0.153 I 1.250 J40 56 57 Y -0.153 F« 6.750 =8� -2.5%2 J17 28 29 Y -0.153 1.250 J44 60 61 Y -0.153 = 767X2.5x9PSF 6.750 J25 40 41 Y -0.077 1.250 J48 65 66 Y -0.077 6.750 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier J1 7 8 UNIY J2 8 9 UNIY J3 9 10 UNIY J4 10 11 UNIY J5 11 12 UNIY J6 12 13 UNIY J7 13 14 UNIY J8 14 15 UNIY J33 15 49 UNIY J34 49 50 UNIY J35 50 51 UNIY J36 51 52 UNIY < Member Point Loads, BLC 1 > Job : SPAN97.121 Page: 8 Date: 7/31/97 Load Type Totals Nodal Point Dist. Surface 8 8 48 8 48 48 52 2 56 8 0.0327 0.0327 = C 0.0327 0.0327 0.0327 0.0327 APPLIE01-00 FAvA 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 21 • • WIMIR•01.0■10.11;ENI RISA-3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label . Multiplier J25 40 41 UNIY J26 41 42 UNIY J27 42 43 UNIY J28 43 44 UNIY J29 44 45 UNIY J30 45 46 UNIY J31 46 47 UNIY J32 47 48 UNIY J45 48 63 UNIY J46 63 64 UNIY J47 64 65 UNIY J48 65 66 UNIY J9 19 20 UNIY J10 20 21 UNIY •J11 21 22 UNIY J12 22 23 UNIY J13 23 24 UNIY J14 24 25 UNIY J15 25 26 UNIY J16 26 27 UNIY J37 27 54 UNIY J38 54 55 UNIY J39 55 56 UNIY J40 56 57 UNIY J17 28 29 UNIY J18 29 30 UNIY J19 30 31 UNIY J20 31 32 UNIY J21 32 33 UNIY J22 33 34 UNIY J23 34 35 UNIY J24 35 36 UNIY J41 36 58 UNIY J42 58 59 UNIY J43 59 60 UNIY J44 60 61 UNIY < Member Point Loads, BLC 2 > Job : SPAN97.121 Page: 9 Date: 7/31/97 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0327 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 = 767X2PSF- 0.0153 0.0153 )- 0.0153 APPLIED LOAD e 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 0.0153 Joints Member I J Direction Magnitude Location K,K-ft ft or 9 s JI 7 8 Y -0.196 1.600 J25 40 41 Y -0.196 1.600 J36 51 52 Y -0.196 6.400 J48 65 66 Y -0.196 6.400 J9 19 20 Y 1-0.92 1 1.600 SEE CALLS P. S 22 I RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Point Loads, BLC 2 > Member. ,J17 J40 • J44 Member J1: J2 J3 J4 J5 J6 J7 J8 J33 J34 J35 J36 J25 J26 J27 J28 J29 J30 J31 J32 J45 J46 J47 J48 J9 J10 J11 J12 J13 J14 J15 J16 J37 J38 J39 J40 J17 J18 Joints I J 28 56 60 Joints I J 7 8 9 10 11 12 13 14 15 49 50 51 40 41 42 43 44 45 46 47 48 63 64 65 19 20 21 22 23 24 25 26 27 54 55 56 28 29 29 57 61 8 9 10 11 12 13 14 15 49 50 51 52 41 42 43 44 45 46 47 48 63 64 65 66 20 21 22 23 24 25 26 27 54 55 56 57 29 30 Direction. Magnitude K, K -ft Y -0.392 Y -0.392 Y -0.392 < Member Distributed Loads, BLC 2 Load Pattern Pattern Label Multiplier UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 Job : SPAN97.121 Page: 10 Date: 7/31/97 Location ft or % 1.600 6.400 6.400 1 X 25P5F +51.1 # 4 = 7.67ic25P ar, 23 J19 J20 J21 J22 .J23 J24 J41 'J42 J43 J44. 30 31 32 33 34 35 36 58 59 60 31 32 33 34 35 36 58 59 60 61 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern Member I J Label Multiplier UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 0.1917 < Member Distributed Loads, BLC 3 > Joints Load Pattern Pattern Member I J Label Multiplier J1 7 8 WINDY 0.0771• J2 8 9 WINDY 0.0771 = fi2,5')A 12.17,6F J3 9 10 WINDY 0.0771 \ T J4 10 11 WINDY 0.0771 J5 11 12 WINDY J6 12 13 WINDY J7 13 14 WINDY J8 14 15 WINDY J33 15 49 WINDY J34 49 50 WINDY J35 50 51 WINDY J36 51 52 WINDY J25 40 41 WINDY J26 41 42 WINDY J27 42 43 WINDY J28 43 44 WINDY J29 44 45 WINDY J30 45 46 WINDY J31 46 47 WINDY J32 47 48 WINDY J45 48 63 WINDY J46 63 64 WINDY J47 64 65 WINDY J48 65 66 WINDY J9 19 20 WINDY J10 20 21 WINDY J11 21 22 WINDY J12 22 23 WINDY J13 23 24 WINDY J14 24 25 WINDY J15 25 26 WINDY Job : SPAN97.121 Page: 11 Date: 7/31/97 0.0771 WIND LAIR 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0933 = '7. 47'x I2.I7PPF 0.0933 0.0933 0.0933 0.0933 0.0933 0.0933 29 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Distributed Loads, BLC 3 Joints Load Pattern Pattern Member I J Label Multiplier J16 26 27 WINDY 0.0933 J37 27 54 WINDY 0.0933 J38 54 55 WINDY 0.0933 J39 55 56 WINDY 0.0933 J40: 56 57 WINDY 0.0933 J17 28 29 WINDY 0.0933 J18 29 30 WINDY 0.0933 J19 30 31 WINDY 0.0933 J20.. 31 32 WINDY 0.0933 J21 32 . 33 WINDY 0.0933 J22. 33 34 WINDY 0.0933 J23 34 35 WINDY 0.0933 J24 35 36 WINDY 0.0933 J41 36 58 WINDY 0.0933 042 . 58 59 WINDY 0.0933 J43 59 60 WINDY 0.0933 J44 .60 61 WINDY 0.0933 < Member Distributed Loads, BLC 4 > Joints Load Pattern Pattern Member I J Label Multiplier J1 7 8 UNIZ J2 8 9 UNIZ J3 9 10 UNIZ J4 10 11 UNIZ J5 11 . 12 UNIZ J6 12 13 UNIZ J7 13 14 UNIZ J8 . 14 15 UNIZ J9 19 20 UNIZ J10 20 21 UNIZ J11 21 22 UNIZ J12 22 23 UNIZ J13 23 24 UNIZ J14 24 25 UNIZ J15 25 26 UNIZ J16 26 27 UNIZ J17 28 29 UNIZ J18 29 30 UNIZ J19 30 31 UNIZ J20 31 32 UNIZ J21 32 33 UNIZ J22 33 34 UNIZ J23 34 35 UNIZ J24 35 36 UNIZ 0.0170 0.0170 0.0170 0.0170= 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 0.0170 Job : SPAN97.121 Page: 12 Date: 7/31/97 3'x22.6f5F I J016T5 23 r RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Distributed Loads, BLC 4 > Joints Load Pattern Pattern Member I J Label Multiplier J25 40 41 UNIZ 0.0170 J26 41 42 UNIZ 0.0170 J27 42 43 UNIZ 0.0170 J28 43 44 UNIZ 0.0170 J29 44 45 UNIZ 0.0170 J30 45 46 . UNIZ 0.0170 J31 46 47 UNIZ 0.0170 J32 47 48 UNIZ 0.0170 J33 15 49 UNIZ 0.0170 J34 49 50 UNIZ 0.0170 J35 50 51 UNIZ 0.0170 J36 51 ' 52 UNIZ 0.0170 J37 27 54 UNIZ 0.0170 J38 54 55 UNIZ 0.0170 J39 55 56 UNIZ 0.0170 J40. 56 57 UNIZ 0.0170 J41 36 58 UNIZ 0.0170 J42 58 59 UNIZ 0.0170 J43 59 60 UNIZ 0.0170 J44 60 61 UNIZ 0.0170 J45 48 63 UNIZ 0.0170 J46 63 64 UNIZ 0.0170 J47 64 65 UNIZ 0.0170 J48 65 66 UNIZ 0.0170 C4 . 4 37 UNIZ 0 . 0452 = 2'x 22,4 NSF C5 5 38 UNIZ 0.0452 C6 6 39 UNIZ 0.0452 C8 68 62 UNIZ 0.0452 < Joint Loads /Enforced Displacements, BLC 5 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude 1 K, K- ft , in, rad 40 L X C -712 2 + (3 ' 0.429 19 L X / 0.433 28 L X 7,67'x3 0.433 < Member Distributed Loads, BLC 5 > Joints Load Pattern Pattern Member I J Label Multiplier C1 1 16 UNIX 0.0452 = 2'x22, G f5F C4 4 37 UNIX 0.0452 Job : SPAN97.121 Page: 13 Date: 7/31/97 26 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 < Member Distributed Loads, BLC 6 > Joints Load Pattern Pattern Member I J Label Multiplier J1 7 8 UNIZ J2 8 9 UNIZ J3 9 10 UNIZ J4 10 11 UNIZ J5 11 12 UNIZ J6" 12 13 UNIZ J7 13 14 UNIZ J8 14 15 UNIZ J9 19 20 UNIZ J10 20 21 UNIZ J11 21 22 UNIZ J12 22 23 UNIZ J13 23 24 UNIZ J14 24 25 UNIZ J15 25 26 UNIZ J16 26 27 UNIZ J17 28 29 UNIZ J18 29 30 UNIZ J19 30 31 UNIZ J20 31 32 UNIZ J21 32 33 UNIZ J22 33 34 UNIZ J23 34 35 UNIZ J24 35 36 UNIZ J25 40 41 UNIZ J26 41 42 UNIZ J27 42 43 UNIZ J28 43 44 UNIZ J29 44 45 UNIZ J30 45 46 UNIZ J31 46 47 UNIZ J32 47 48 UNIZ J33 15 49 UNIZ 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 0.0182 Job SPAN97.121.. Page: 14 Date: 7/31/97 (28icBl°5F t 2.5ir8FsFx2)x•275 4 .o Isrs 27 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Joint Loads /Enforced Displacements, BLC 6 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude K,K ft,in,rad 7 L Z -0.032 19 L Z (28'- 2,5k2)i 2.5X8p.Fx.275 _ -0.032 9, 28 L Z q.►oisTS - 0.032 40 L Z -0.032 52 L Z -0.032 57 L Z -0.032 61. L Z -0.032 66 L Z -0.032 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Member Distributed Loads, BLC 6 > Joints Load Pattern Pattern Member I J Label Multiplier Job : SPAN97.121 Page: 15 Date: 7/31/97 J34 49 50 UNIZ 0.0182 J35 50 51 UNIZ 0.0182 J36 51 52 UNIZ 0.0182 J37 27 54 UNIZ 0.0182 J38 54 55 UNIZ 0.0182 J39 55 56 UNIZ 0.0182 J40 56 57 UNIZ 0.0182 J41 36 58 UNIZ 0.0182 J42 58 59 UNIZ 0.0182 J43 59 60 UNIZ 0.0182 J44 60 61 UNIZ 0.0182 J45 48 63 UNIZ 0.0182 J46 63 64 UNIZ 0.0182 J47 64 65 UNIZ 0.0182 J48 65 66 UNIZ 0.0182 C1 1 16 CMUZ 0.1124 C2. 2 17 CMUZ 0.1124=24 X X15 PGF<.275 C3 3 18 CMUZ 0.1124 144 C4 4 37 CMUZ 0.1124 '1` C5 5 38 CMUZ 0.1124 CM4 C6 6 39 CMUZ 0.1124 C7. 67 53 CMUZ 0.1124 C8 68 62 CMUZ 0.1124 < Joint Loads /Enforced Displacements, BLC 7 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude K, K -ft, in, rad 7 L X 1.088 52 L X .275(2• ( t2,5')Lx }1.088 40 L X \\ 2 ` ? 1.088 66 9 L X FitfplA ' wvF 0.987 57 L X 4 4' 0.987 28 L X .275(2.5X7.67X8PSF + 767x112 x8p5F 0 . 987 61 L X z 0.987 < Member Distributed Loads, BLC 7 > Joints Load Pattern Pattern Member I J Label Multiplier C1 1 16 CMUX C2 2 17 CMUX C3 3 18 CMUX C4 4 37 CMUX C5 5 38 CMUX 0.1124 0.1124 =2 t � 8 xf15pa , (.275 0 .1124 144 0.1124 0.1124 25 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction /.file 97121.r3d < Member Distributed Loads, BLC 7 > Joints Load Pattern Pattern Member I J Label Multiplier C6 6 39 CMUX 0.1124 C7 67 53 CMUX 0.1124 C8 68 62 CMUX 0.1124 Job : SPAN97.121 Page: 16 Date: 7/31/97 < Load Patterns > Pattern Magnitudes Locations Label Dir Start End Start End K /ft,F K /ft,F ft or % ft or % - -- UNIY Y -1.000 -1.000 0.000 0.000 UNIX X 1.000 1.000 0.000 0.000 UNIZ Z -1.000 - 1.000 0.000 0.000 WINDY Y 1.000 1.000 0.000 0.000 CMUX X 1.000 1.000 1.250 15.750 CMUZ Z -1.000 -1.000 1.250 15.750 < Load Combinations > RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 dead load only Y -1 1 1 2 DL + snow Y -1 1 1 2 1 3 DL + wind Zdir Y -1 1 1 3 1 4 1 4 DL + wind Xdir Y -1 1 1 3 1 5 1 5 DL + seis Zdir Y -1 1 1 6 1 6 DL + seis Xdir Y -1 1 1 7 1 7 DL +windZ /2 +snow L2 1 3 .5 4 .5 8 DL +windZ +snow /2 L3 1 2 .5 9 DL +wind element Y -1 1 1 3 1.86 10 .85DL + seis Zdir Y -.85 1 .85 6 1 11 .85DL + seis Xdir Y -.85 1 .85 7 1 12 2 /3DL + wind Zdir Y -.667 1 .667 3 1 4 1 13 2 /3DL + wind Xdir Y -.667 1 .667 3 1 5 1 14 < Envelope Story Drift > Story + - - -- X Direction - - - -+ + - - -- Y Direction - - - -+ + - - -- Z Direction - - - -+ No. Joint Drift lc Ht % Joint Drift lc Ht % Joint Drift lc Ht % in in in 1 U 32 1.73 6 0.78 32 0.00 2 0.00 L 32 0.00 3 0.00 32 -0.64 5 0.29 Z`1 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Joint X lc K 1 U 0.06 2 L -2.69 6 2 U 0.00 3 L -2.56 6 3 U 0.00 3 L -2.70 6 4 U 0.06 2 L -2.69 6 5 U 0.00 3 L -2.56 6 6 U 0.00 3 L -2.70 6 67 U 0.01 3 L -2.71 6 68 U 0.01 3 L -2.71 6 Tot: U 0.00 7 L -21.34 6 Member Sec Axial lc K Cl 1 U 14.38 2 L -0.65 4 2 U 13.68 2 L -1.35 4 C2 1 U L 2 U L C3 1 U L 2 U L C4 1 U L 2 U L 14.46 2 -1.05 4 13.76 2 - 1.74 4 19.81 2 -1.89 4 19.11 2 - 2.59 4 14.39 2 - 1.93 3 13.69 2 -2.63 3 C5 1 U 14.45 2 L -2.44 3 Forces Y lc Z K K 14.38 2 2.52 -0.65 4 -0.55 14.46 2 2.56 -1.05 4 -0.61 19.81 2 2.51 -1.89 4 -0.85 14.39 2 2.79 - 1.93 3 0.02 14.45 2 2.85 - 2.44 3 0.02 19.82 2 2.91 -3.27 3 0.04 12.59 2 2.54 -0.34 4 -0.47 12.59 2 2.77 - 1.66 3 0.02 122.49 2 21.45 - 7.87 3 0.00 < Envelope Reactions > lc Mx lc K -ft 19.59 5 - 3.34 2 20.08 5 -3.71 2 19.75 5 - 5.19 2 21.17 5 0.14 4 21.79 5 0.15 4 22.19 5 0.22 4 19.70 5 -2.85 2 21.03 5 0.11 4 < Envelope Shear y -y lc K 2.72 6 -0.05 2 1.09 6 -0.05 2 2.59 6 0.00 3 0.96 6 0.00 3 2.73 6 0.00 3 1.10 6 0.00 3 2.72 6 -0.05 2 1.09 6 -0.05 2 2.59 6 0.00 3 5 2 5 2 5 2 5 4 5 4 5 4 5 2 5 4 5 2 Section Forces > Shear z -z lc Torque K K -ft 2.53 5 0.99 -0.55 2 0.02 1.08 3 0.99 -0.55 2 0.02 2.58 5 - 0.61 2 1.15 3 -0.61 2 2.52 5 -0.85 2 1.14 3 - 0.85 2 2.79 5 0.02 4 1.16 5 0.02 4 1.02 6 0.00 2 1.02 6 0.00 2 0.98 6 - 0.01 8 0.98 6 - 0.01 8 0.02 3 -0.99 6 0.02 3 - 0.99 6 2.86 5 0.01 8 0.02 4 -1.02 6 Job : SPAN97.121 Page: 17 Date: 7/31/97 Moments My lc K -ft 0.99 6 0.02 3 1.02 6 0.00 2 0.98 6 -0.01 8 0.023 - 0.99 6 0.01 8 - 1.02 6 0.01 2 - 0.98 6 0.98 6 - 0.02 8 0.01 2 -0.98 6 Moment lc y -y K -ft 6 3.34 3 -19.59 6 10.98 3 -6.77 3.71 2 - 20.08 5 11.32 5 -7.50 2 5.19 2 -19.75 5 10.62 5 - 10.51 2 -0.14 4 - 21.17 5 14.16 5 0.30 4 -0.15 4 - 21.79 5 Mz lc K -ft 32.34 6 - 0.20 2 31.60 6 - 0.06 3 32.43 6 - 0.02 3 32.34 6 - 0.20 2 31.60 6 -0.02 3 32.43 6 - 0.07 3 32.43 6 - 0.08 3 32.43 6 -0.10 3 Moment lc z -z lc K -ft 2 32.34 6 5 -0.20 2 5 0.81 2 2 -1.66 6 31.60 6 - 0.06 3 0.00 3 -0.02 6 32.43 6 - 0.02 3 0.01 3 -1.85 6 32.34 6 - 0.20 2 0.81 2 -1.66 6 31.60 6 -0.02 3 30 ^ '' ' � • � ' ' '� ' _______ RISA-3D (R) Version 3.ld GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-3926 Job : 8PAN97,131 Page: 18 Date: 7/31/97 Costco Station , Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc j/-l' lc z-z lc Torque lc l/ lc z-z lc K K K K -ft K -ft K-ft 2 D 13.75 2 0,96 6 1.23 5 0.01 8 14.79 5 8.00 3 I. -3.14 3 0.00 0.003 0.02 4 -1.02 6 0,29 4 -0.01 6 C6 1 U 19.82 2 2.73 6 2.92 5 0.01 2 -0.32 4 32.43 6 L -3.27 3 0.00 3 0.04 4 -0.98 6 -32.19 5 -0.07 3 2 D 19.12 2 1.10 6 1.29 5 D'Ol 2 15'54 5 0.01 3 L -3.97 3 0.00 3 0.04 4 -0.98 6 0.44 4 -1'86 6 B1 1 U 0.36 5 0.45 4 0.55 6 0.03 2 0.00 2 0.00 2 L 0.00 2 -6.95 2 -0.01 2 -0'03 6 0.00 2 0'00 2 2 U 0.36 5 0,35 4 0.55 6 0.03 2 2.48 6 3I.50 2 L 0,00 2 -7.05 2 -0.01 2 -0.03 6 -0.07 2 -1'79 4 B2 1 lJ -0'03 4 6.642 0'04 4 I'62 6 I.50 6 34'73 2 L -0.80 5 -2.28 3 -0.5I 6 -0.79 2 -0,08 2 -I0.80 3 2 D -0.03 4 6.57 2 0.04 4 1,62 6 0.14 4 3'8I 2 L -0.80 5 -2.35 3 -0.51 6 -0.79 2 -0,I3 6 -5.78 5 B3 l D 0.56 3 0.08 6 0.09 5 0,00 7 0.06 4 3.822 L -0'55 2 -1.71 5 0.00 4 0.00 3 -0,34 5 -5'78 5 2 lJ 0.56 3 -0.08 6 0.09 5 0.00 7 0.35 5 8'00 5 L -0.55 2 -1.88 5 0.00 4 0.00 3 -0'06 6 1.19 4 B4 1 lJ 0.80 3 1.07 4 0.51 6 0.79 2 0.I4 4 8,00 5 L -0.55 2 -6.57 2 -0'04 4 -1.62 6 -0.I3 6 1.19 4 3 D 0'80 3 1.00 4 0.51 6 0 0.792 I.50 6 35'87 7 L -0,55 2 -6.64 2 -0.04 4 -1.62 6 -0'09 5 -3.I0 4 B5 1 D 0.00 2 7.05 2 0.02 5 0.03 6 2.48 6 3I.50 2 L -0,36 5 -0.35 3 -0.55 6 -0.03 2 -0.07 5 -1.79 3 3 D 0,00 2 6.95 2 0.02 S 0.03 G 0.00 2 0.00 8 L -0.36 5 -0.45 3 -0.55 6 -8,02 2 0.00 6 0.00 7 B6 l l} 0,I5 5 0.59 4 0.53 S 0.00 2 0.00 0.002 0.00 2 L 0.00 4 -7,21 3 0.00 3 0.00 2 0.00 2 0.00 0.002 2 D 0,I5 5 0,49 4 0,52 6 0.00 2 3'33 6 33'67 2 L 0.00 4 -7.31 2 0,00 3 0.00 2 -0,03 3 -2.45 4 B7 1 lJ -0,03 4 6.44 2 0.00 3 0.01 6 1.31 6 25.18 2 L -1.07 5 -2.64 3 -0.42 6 0.00 3 -0.01 3 -I2,05 3 2 lJ -0,02 4 6.37 2 0.00 3 0,01 6 0.00 2 4.89 2 L -I.07 5 -2.71 3 -0.42 6 0.00 3 -0,06 4 -5.78 5 B8 1 D -0,03 4 0.09 4 0.00 8 0.01 6 0.00 2 4.88 2 I, -0.33 5 -1.78 5 0.00 6 0,00 3 -0,06 4 -5.78 5 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Job : SPAN97.121 Page: 19 Date: 7/31/97 < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y is z -z lc K K K K -ft K -ft K -ft 2 U -0.02 4 -0.08 4 0.00 8 0.01 6 0.02 3 8.82 8 L -0.92 5 -1.95 5 0.00 6 0.00 3 -0.06 4 1.31 6 B9 1 U 1.00 3 1.32 4 0.42 6 0.00 3 0.02 3 8.82 8 L -0.61 2 -6.38 2 -0.01 3 -0.02 6 -0.06 4 1.31 6 2 U 1.00 3 1.25 4 0.42 6 0.00 3 1.31 6 26.29 7 L -0.61 2 -6.45 2 -0.01 3 -0.02 6 0.00 3 -2.73 4 B10 1 U 0.00 4 7.31 2 0.00 3 0.00 2 2.33 6 32.67 2 L -0.15 5 -0.49 3 -0.52 6 0.00 2 0.01 3 -2.45 3 2 U 0.00 4 7.21 2 0.00 3 0.00 2 0.00 2 0.00 6 L -0.15 5 -0.59 3 -0.52 6 0.00 2 0.00 6 0.00 8 B11 1 U 0.20 5 0.84 4 0.55 6 0.00 3 0.00 2 0.00 2 L 0.00 6 -10.08 2 0.00 3 -0.04 6 0.00 2 0.00 2 2 U 0.20 5 0.74 4 0.55 6 0.00 3 2.48 6 45.57 2 L 0.00 6 -10.18 2 0.00 3 -0.04 6 0.01 3 -3.55 4 B12 1 U -0.04 4 8.94 2 0.01 3 1.82 6 1.49 6 35.06 2 L -1.08 5 -3.23 3 -0.52 6 -0.01 3 0.00 3 -13.33 3 2 U -0.04 4 8.87 2 0.01 3 1.82 6 0.03 3 6.86 2 L -1.08 5 -3.30 3 -0.52 6 -0.01 3 -0.16 6 -5.23 5 B13 1 U 0.76 3 0.08 2 0.00 6 0.00 3 0.01 3 6.87 2 L -0.85 2 -1.79 5 0.00 3 0.00 7 -0.05 6 -5.23 5 2 U 0.76 3 -0.09 2 0.00 6 0.00 3 0.00 3 10.15 8 L -0.85 2 -1.95 5 0.00 3 0.00 7 -0.04 6 1.98 4 B14 1 U 0.95 3 1.92 4 0.52 6 0.01 3 -0.02 3 10.15 8 L -0.85 2 -8.87 2 0.00 3 -1.81 6 -0.16 6 1.98 4 2 U 0.95 3 1.85 4 0.52 6 0.01 3 1.49 6 35.07 2 L - 0.85 2 -8.94 2 0.00 3 -1.81 6 -0.01 3 -4.00 4 B15 1 U 0.00 2 10.18 2 0.00 3 0.04 6 2.48 6 45.57 2 L -0.20 5 -0.74 3 -0.55 6 0.00 3 -0.02 3 -3.55 3 2 U 0.00 2 10.08 2 0.00 3 0.04 6 0.00 6 0.00 2 L -0.20 5 -0.84 3 -0.55 6 0.00 3 0.00 2 0.00 7 J1 1 U 1.09 6 0.00 6 0.00 6 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 4 -0.03 5 0.00 2 0.00 2 0.00 2 2 U 1.09 6 0.10 3 0.00 6 0.00 2 0.00 6 10.23 2 L 0.00 2 -2.39 2 -0.18 5 0.00 2 -0.84 5 -0.19 3 J2 1 U 0.54 6 4.56 2 0.18 5 0.00 2 0.00 6 10.25 2 L 0.00 3 -0.35 4 0.00 2 0.00 2 -0.84 5 -0.20 4 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Job : SPAN97.121 Page: 20 Date: 7/31/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z is K K K K -ft K -ft K -ft 2 U 0.54 6 1.75 2 0.00 4 0.00 2 0.02 5 2.23 3 L 0.00 3 -0.11 4 -0.04 8 0.00 2 -0.04 8 -23.40 2 J3 1 U 0.54 6 1.73 2 0.08 8 0.00 2 0.02 5 2.24 3 L 0.00 3 -0.13 4 0.00 4 0.00 2 -0.04 8 -23.40 2 2 U 0.54 6 0.11 3 0.00 2 0.00 2 0.00 2 2.30 3 L 0.00 3 -1.09 2 -0.12 5 0.00 2 -0.24 5 -26.81 2 J4 1 U 0.54 6 0.10 3 0.12 5 0.00 2 0.00 2 2.30 3 L 0.00 3 -1.11 2 0.00 2 0.00 2 -0.24 5 -26.82 2 2 U 0.54 6 0.33 3 0.00 6 0.00 2 0.00 2 0.00 5 L 0.00 3 -3.92 2 -0.07 5 0.00 2 0.00 5 0.00 6 J5 1 U 0.25 4 3.29 2 0.08 5 0.00 2 0.00 2 0.00 2 L 0.00 3 -0.26 4 0.00 4 0.00 2 0.00 2 0.00 2 2 U 0.25 4 0.47 2 0.00 2 0.00 2 0.00 2 1.49 4 L 0.00 3 -0.02 4 -0.12 5 0.00 2 -0.20 5 -20.04 2 J6 1 U 0.25 4 0.45 2 0.10 5 0.00 2 0.00 2 1.50 4 L 0.00 3 -0.04 4 0.00 2 0.00 2 -0.20 5 -20.04 2 2 U 0.25 4 0.20 3 0.00 4 0.00 2 0.00 4 0.63 4 L 0.00 3 -2.36 2 -0.09 5 0.00 2 -0.14 5 -9.85 2 J7 1 U 0.25 4 0.18 3 0.09 5 0.00 2 0.00 4 0.62 4 L 0.00 3 -2.38 2 0.00 4 0.00 2 -0.14 5 -9.85 2 2 U 0.25 4 0.42 3 0.00 2 0.00 2 0.00 2 30.58 2 L 0.00 3 -5.20 2 -0.10 5 0.00 2 -0.20 5 -2.62 3 J8 1 U 0.13 4 4.88 2 0.10 5 0.00 2 0.00 2 30.58 2 L -0.53 6 -0.42 4 0.00 2 0.00 2 -0.20 5 -2.62 4 2 U 0.13 4 2.77 2 0.00 4 0.00 2 0.00 2 0.00 7 L -0.53 6 -0.24 4 -0.05 5 0.00 2 0.00 3 0.00 2 J9 1 U 0.99 6 0.00 6 0.00 6 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 4 -0.03 5 0.00 2 0.00 2 0.00 2 2 U 0.99 6 0.29 3 0.00 6 0.00 2 0.00 6 10.87 2 L 0.00 2 -2.38 2 -0.18 5 0.00 2 -0.84 5 -0.76 3 J10 1 U 0.48 4 4.10 2 0.12 5 0.00 3 0.07 6 11.66 2 L 0.04 3 -0.87 4 -0.01 6 0.00 2 -0.37 5 -1.30 4 2 U 0.48 4 1.66 2 0.01 4 0.00 3 0.02 4 4.92 3 L 0.04 3 -0.27 4 -0.07 3 0.00 2 -0.11 3 -19.05 2 J11 1 U 0.48 6 1.57 2 0.09 5 0.00 2 0.02 4 4.92 3 L -1.41 3 -0.36 4 0.00 4 0.00 3 -0.11 3 -19.05 2 33 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Job : SPAN97.121 Page: 21 Date: 7/31/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque is y -y lc z -z lc K K K K -ft K -ft K -ft 2 U 0.48 6 0.25 3 0.00 6 0.00 2 0.00 6 5.45 3 L -1.41 3 -0.88 2 -0.11 5 0.00 3 -0.21 5 -22.74 2 J12 1 U 0.48 6 0.21 3 0.12 5 0.00 2 0.00 6 5.45 3 L -1.41 3 -0.91 2 0.00 6 0.00 3 -0.21 5 -22.73 2 2 U 0.48 6 0.81 3 0.00 4 0.00 2 0.00 2 0.00 4 L -1.41 3 -3.35 2 -0.08 5 0.00 3 0.00 5 0.00 2 J13 1 U 0.33 4 2.89 2 0.08 5 0.00 6 0.00 2 0.00 2 L -1.67 3 -0.66 4 0.00 4 0.00 2 0.00 2 0.00 2 2 U 0.33 4 0.44 2 0.00 2 0.00 6 0.00 2 3.84 4 L -1.67 3 -0.06 4 -0.12 5 0.00 2 -0.20 5 -17.77 2 J14. 1 U 0.33 4 0.41 2 0.10 5 0.00 6 0.00 2 3.84 4 L -1.67 3 -0.09 4 0.00 2 0.00 2 -0.20 5 -17.77 2 2 U 0.33 4 0.51 3 0.00 6 0.00 6 0.01 6 1.67 4 L -1.67 3 -2.03 2 -0.09 5 0.00 2 -0.14 5 -9.12 2 J15 1 U 0.33 4 0.42 3 0.09 5 0.00 2 0.01 6 1.68 4 L -0.66 8 -2.12 2 -0.01 6 0.00 6 -0.14 5 -9.13 2 2 U 0.33 4 1.01 3 0.00 2 0.00 2 -0.01 2 26.55 2 L -0.66 8 -4.57 2 -0.11 5 0.00 6 -0.22 5 -6.12 3 J16 1 U 0.16 4 4.21 2 0.10 5 0.00 5 0.06 6 26.38 2 L -0.67 8 -1.00 4 -0.01 6 0.00 8 -0.20 5 -6.23 4 2 U 0.16 4 2.38 2 0.00 2 0.00 5 0.00 2 0.00 8 L -0.67 8 -0.55 4 -0.05 5 0.00 8 0.00 3 0.00 7 J17 1 U 0.99 6 0.00 6 0.00 4 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 4 -0.03 5 0.00 2 0.00 2 0.00 2 2 U 0.99 6 0.29 3 0.00 4 0.00 2 0.00 4 10.87 2 L 0.00 2 -2.38 2 -0.18 5 0.00 2 - 0.84 5 -0.76 3 J18 1 U 1.06 8 4.08 2 0.12 5 0.00 7 0.08 4 11.66 2 L 0.04 2 -0.88 4 -0.01 4 0.00 6 -0.36 5 -1.31 4 2 U 1.06 8 1.64 2 0.01 6 0.00 7 0.02 6 5.16 3 L 0.04 2 -0.29 4 -0.07 5 0.00 6 -0.10 8 -18.85 2 J19 1 U 1.06 8 1.60 2 0.09 5 0.00 7 0.02 6 5.15 3 L 0.04 2 -0.32 4 0.00 6 0.00 6 -0.10 8 -18.85 2 2 U 1.06 8 0.29 3 0.00 4 0.00 7 0.00 4 5.28 3 L 0.04 2 -0.84 2 -0.11 5 0.00 6 -0.21 5 -22.94 2 J20 1 U 0.58 8 0.20 3 0.12 5 0.00 6 0.00 4 5.29 3 L 0.04 2 -0.93 2 0.00 4 0.00 7 -0.21 5 -22.94 2 31 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Job : SPAN97.121 Page: 22 Date: 7/31/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 2 U 0.58 8 0.79 3 0.00 6 0.00 6 0.00 3 0.00 5 L 0.04 2 -3.37 2 -0.08 5 0.00 7 0.00 8 0.00 2 J21 1 U 0.57 8 2.91 2 0.08 5 0.01 6 0.00 2 0.00 2 L 0.04 2 -0.63 4 0.00 2 0.00 3 0.00 2 0.00 2 2 U 0.57 8 0.47 2 0.00 6 0.01 6 0.00 6 3.58 4 L 0.04 2 -0.04 4 -0.12 5 0.00 3 -0.21 5 -18.04 2 J22 1 U 1.64 8 0.38 2 0.10 5 0.00 3 0.00 6 3.57 4 L 0.04 2 -0.13 4 0.00 6 0.00 6 -0.21 5 -18.04 2 2 U 1.64 8 0.48 3 0.00 2 0.00 3 0.00 2 1.74 4 L 0.04 2 -2.06 2 -0.09 5 0.00 6 -0.13 5 -9.06 2 J23 1 U. 1.64 8 0.44 3 0.09 5 0.00 3 0.00 2 1.75 4 L 0.04 2 -2.10 2 0.00 2 0.00 6 -0.13 5 -9.06 2 2 U 1.64 8 1.04 3 0.01 6 0.00 3 0.05 6 26.35 2 L 0.04 2 -4.54 2 -0.11 5 0.00 6 -0.22 5 -6.33 3 J24 1 U 1.39 8 4.19 2 0.10 5 0.00 2 -0.01 2 26.18 2 L -0.46 6 -1.03 4 0.00 2 0.00 4 -0.21 5 -6.43 4 2 U 1.39 8 2.36 2 0.01 6 0.00 2 0.00 8 0.00 3 L -0.46 6 -0.58 4 -0.05 5 0.00 4 0.00 5 0.00 2 J25 1 U 1.09 6 0.00 6 0.00 6 0.00 2 0.00 2 0.00 2 L 0.00 2 0.00 4 -0.03 5 0.00 2 0.00 2 0.00 2 2 U 1.09 6 0.10 3 0.00 6 0.00 2 0.00 6 10.23 2 L 0.00 2 -2.39 2 -0.18 5 0.00 2 -0.84 5 -0.19 3 J26. 1 U 0.54 6 4.56 2 0.18 5 0.00 2 0.00 6 10.25 2 L -0.01 5 -0.35 4 0.00 2 0.00 2 -0.84 5 -0.20 4 2 U 0.54 6 1.75 2 0.00 4 0.00 2 0.02 5 2.23 4 L -0.01 5 -0.11 4 -0.04 3 0.00 2 -0.04 3 -23.40 2 J27 1 U 0.54 6 1.73 2 0.07 8 0.00 2 0.02 5 2.24 4 L -0.01 5 -0.13 4 0.00 4 0.00 2 -0.04 3 -23.40 2 2 U 0.54 6 0.11 3 0.00 2 0.00 2 0.00 2 2.30 4 L -0.01 5 -1.09 2 -0.12 5 0.00 2 -0.24 5 -26.81 2 J28 1 U 0.54 6 0.10 4 0.12 5 0.00 2 0.00 2 2.30 4 L -0.01 5 -1.11 2 0.00 2 0.00 2 -0.24 5 -26.82 2 2 U 0.54 6 0.33 4 0.00 4 0.00 2 0.00 2 0.00 7 L -0.01 5 -3.92 2 -0.07 5 0.00 2 0.00 5 0.00 8 J29 1 U 0.25 4 3.29 2 0.08 5 0.00 2 0.00 2 0.00 2 L -0.01 5 -0.26 4 0.00 4 0.00 2 0.00 2 0.00 2 3s ' • RISA-3D (R) Version 3,ld GMA Consulti Engineers 7337 N. First, #110 Fresno, CA 93730-3936 Job : SPAN97.121 Page: 23 Date: 7/31/97 Costco Station , Tukwila, WA for Span Construction / file 97131.z'3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y-y lo z-z lo Torque lc ]/-y lc z-z lc K K }{ IC-ft K -ft I{-ft 2 U 0.25 4 0,47 2 0.00 2 0.00 2 0.00 2 1.49 4 L -0.01 5 -0.02 4 -0.12 5 0.00 3 -0.20 5 -20.04 2 J30 1 U 0.35 4 0.45 2 0.10 5 0.00 2 0.00 2 I.50 4 L -0.01 5 -0.04 4 0.00 2 0.00 2 -0.30 5 -20.04 2 3 lJ 0.25 4 0.20 ] 0.00 0.004 0.00 0.002 0.00 4 0 0.634 6 L -0.01 5 -2.36 2 -0.09 5 0.00 2 -0.13 5 -9.85 2 J31 I lJ 0.25 4 0.18 3 0.09 5 0.00 2 0.00 4 0'62 4 L -O,Ol 5 -2.38 3 0.00 4 0.00 2 -0.13 5 -9.85 2 2 U 0.35 4 0.42 3 0.00 6 0.00 2 0.00 6 30.58 2 L -0.01 5 -5.20 2 -0.10 5 0.00 2 -0.21 5 -2.61 3 J32 1 U 0.13 4 4.88 2 0.I0 5 0.00 2 0.00 6 30.58 2 L -0.53 6 -0.43 4 0.00 6 0.00 2 -0.21 5 -2'62 4 2 lJ 00.134 2.772 O'OO � ' 0.00 0.002 0.00 0.002 0.002 00L -0,53 6 -0.34 4 -0.05 5 0.00 2 0.00 8 0.00 7 Si I D 0.12 8 0.02 2 0.00 2 0.01 7 0.00 2 D_DO 2 L 0.00 4 0.03 2 0.00 2 0.00 G 0.00 2 0.002 2 U 0'12 8 -0'02 2 0.00 2 0.01 7 0.00 2 0.00 2 L 0.00 4 -0.02 2 0.00 2 0.00 6 0.00 2 0.00 2 S2 1 lJ 0.37 8 0.03 2 0.00 2 0.00 7 0,00 2 0.00 0.002 L -0.01 6 0.03 2 0 0.002 0 0.00 3 0.00 2 0.00 2 3 D 0.37 8 -0'03 2 0.00 2 0.00 7 0.00 2 0.00 2 L -0.01 6 -0,02 2 0.00 2 0.00 3 0.00 2 0.00 2 S3 I l] 0.00 4 0.03 2 0,80 2 0.00 0.006 0.00 2 0.00 2 L -0.I2 8 0.02 2 0.00 2 -0.01 7 0.00 2 0,00 2 2 D 0.00 4 -0.02 3 0.00 2 0,00 6 0.00 2 0.00 0.002 L -0'12 8 -0,03 2 0.00 2 -0.01 7 0.00 2 0.00 2 S4 I D 0.24 5 0.03 2 0.00 0.002 0.00 6 0.00 2 0.00 2 L 0.00 2 0.03 2 0.00 2 -0.01 7 0.00 2 0.00 2 2 U 0.24 5 -0,02 2 0.00 2 0.00 6 0.00 2 0.00 2 L 0.00 2 -0.03 2 0.00 2 -0.01 7 0.00 2 0.00 2 S5 I D 0,00 6 0 0.022 0 0.00 2 0.00 3 0.00 2 0.00 0.002 L -0.46 5 0,03 2 0.00 2 0.00 7 0.00 2 0.00 2 2 D 0,00 6 -0.03 2 0 0.002 0 0.00 3 0.00 2 0.00 2 L -0.46 5 -0.03 2 0.00 2 0.00 7 0.00 2 0.00 2 S6 1 D 0.00 2 0.022 0.00 2 0,01 7 0.00 2 0.00 2 ]� -0.24 5 0.03 2 0.00 0.002 0,00 6 0.00 0.002 0.00 2 ^ . RISA-3D (R) Version 3.ld GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93730-2936 ~ '` • Job : SIg\N97.12I Page: 24 Date: 7/31/97 Costco Station ^ Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc l/-l/ lc z-z lc Torque lc j/-l/ lc z-z lc K K K K -ft K-ft K -ft 2 U 0.00 2 -0.02 2 0.00 2 0.01 7 0.00 2 0.00 2 I. -0.34 5 -0.03 2 0.00 2 0.00 6 0.00 2 0.00 2 G7 1 D 0.23 5 0.02 2 0.00 2 0.00 7 0.00 2 0.00 0.002 L 0.00 2 0.02 2 0.00 0.002 0.00 5 0.002 00 0.00 2 2D 0.22 5 -0.02 2 0.00 2 0.00 7 0.00 2 0.00 2 L 0.00 2 -0.02 2 0.00 2 0.00 5 0 0.002 0 0.00 2 S8 1 U 0.00 2 0.02 2 0.00 2 0.00 7 0'00 2 8.00 2 L -0.44 5 0.02 2 0.00 2 0,00 3 0.00 2 0.00 2 2 U 0,00 2 -0.02 2 0.00 2 0.00 7 0.00 2 0.00 2 L -0.44 5 -0.02 2 0.00 2 0.00 3 0.00 2 0.00 2 S9 1 D 0.00 2 0.02 2 0.00 2 0.00 5 0.00 2 0.00 2 L -0.32 5 0,02 2 0.00 2 0.00 7 0.00 2 0.00 2 2 U 0.00 2 -0.02 2 0.00 2 0.00 5 0.00 2 8,00 2 L -0'33 5 -0.03 2 0.00 2 0.00 7 0.00 2 0.00 2 8I0 I D 0.18 5 0.022 0 0.00 2 0.00 5 0.00 2 0.00 2 L 0.00 4 0 0.022 0 0.00 2 0.00 8 D'DO 2 0,00 2 2 U 0,18 5 -0.03 2 0.00 2 0.00 5 0.80 2 0.00 2 L 0.00 4 -0.03 2 0.00 2 0.00 8 0.00 2 0.00 2 81I 1 U 0.36 5 0.02 2 0.00 2 0.00 3 0.00 2 0.00 2 L 0.00 2 0 0.022 0 0.00 2 O'DD 7 0.00 2 0.00 2 3 D 0.36 G -0.03 2 0.00 0.002 0.00 3 0.00 2 0.00 2 L 0.00 2 -0.02 2 0.00 2 0.00 7 0.00 2 0.00 2 S12 1 lJ 0.00 4 0.03 2 0.00 2 O'OO 8 0.00 2 0.00 2 L -0'I8 5 0.03 2 0.00 2 0.00 5 0.00 2 0,00 2 2 U 0.00 4 -0.02 2 0.00 2 0,00 8 0.00 2 0.00 2 L -0.18 5 -0.02 2 0.00 2 0.00 5 0.00 2 8'00 2 S13 1 D 0.00 6 0 0.032 0 0.00 2 0.00 3 0.00 2 0,00 2 L -1.36 8 0.03 2 0.00 2 -O.OI G 0.00 0.002 0.00 2 2 U 0.00 6 -0.03 2 0.00 2 0.00 3 0.00 2 0.00 2 L -1.36 8 -0.03 2 0.00 2 -0.01 6 0.00 2 0.00 2 S14 1 U 0,43 8 0.03 2 0.00 2 0.00 3 0.00 2 0.00 2 L 0.00 2 0 0.032 0 0.00 0.002 -0.01 6 0.00 2 0.00 0.002 2 U 0.43 8 -0.03 2 0.00 2 0.00 3 0.00 2 0.00 2 L 0.00 2 -0.03 2 0.00 2 -0.01 6 8,00 2 0.00 2 S15 1 lJ 1,18 5 0,03 2 0.00 0.002 0.00 3 0.002 00 0 0.002 0 I� 0.00 2 0.03 2 0,00 2 -0.02 6 0,00 2 0.002 0 37 • RISA-3D (R) Version 3,Id GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-2936 Job : SPJQN97.I31 Page: 25 Date: 7/31/97 Costco Station , Tukwila, WA for Span Construction / file 97131.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc K K K B[-ft K-ft IC-ft 2 U 1.18 5 -0.03 2 0.00 2 0.00 3 0.00 2 0.00 2 L 0.00 0.002 -0.03 3 0.00 2 -0.02 6 0.00 2 0.00 0.002 S16 1 U 1.46 5 0.03 2 0.00 2 0.01 2 0.00 2 0'80 2 L 0.00 0.002 0.03 2 0.00 2 -0.02 S 0.00 0.002 O'OU 2 2 U 1.46 5 -0.03 2 0.00 2 0.01 2 0.00 2 0.00 2 L 0,00 2 -0.03 2 0.00 0.002 -0'03 6 0.00 0.002 0.00 2 S17 1 lJ 0.04 3 0.03 2 0.00 2 0.01 2 0.00 2 0 0.002 0 L 0.00 S 0 0.032 0.00 2 -O.OI 6 0.00 2 0.00 0.002 2 U 0.04 3 -0.03 2 0.00 2 0'0I 2 0.00 2 0.00 2 L 0.00 6 -0.03 2 0.00 2 -0.01 6 0.00 2 0.00 2 8I8 1 lJ 0.00 4 0'03 2 0.002 0.01 0.012 0.00 2 0.00 0.002 L -1.28 5 0.03 2 0.00 2 _0.01 6 0.00 0.002 0.00 0.002 2 U 0,00 4 -0.03 2 0.00 2 0.01 2 0.00 2 0.00 2 L -1.28 5 -0,03 2 0.00 2 -0.01 6 0.00 2 0.00 2 C7 1 U 12.59 2 2.73 6 2.55 5 0.98 6 2.85 2 32.43 6 L -0.34 4 -0.01 3 -0.47 2 -0'02 8 -I9.70 5 -0,08 3 2 lJ 11.89 2 I.10 6 I.08 3 0.98 6 II.21 5 0'13 3 L -1.04 4 -0.01 3 -0.47 2 -0.02 8 -5.77 2 -1.86 6 C8 1 U 12.59 2 2.73 6 2.77 5 0.01 2 -0,11 4 33,43 6 L -1.66 3 -0.01 3 0.03 4 -0,98 6 -21.03 5 -0.10 3 3 D 11.89 2 1,10 6 1.14 5 0.01 0.012 I3.3I 5 0.13 3 L -2.36 3 -0.01 3 0.03 4 -0.98 6 0,32 4 -I'86 6 B16 I l} 0,35 5 0.37 3 0,56 6 0.00 3 0.00 2 0 0.002 0 L 0.00 4 -5.99 2 -0.01 5 -0.04 6 0.00 2 0.00 2 2 D 0,35 5 0,37 3 0.56 6 0,00 3 3,50 G 27.20 2 L 0.00 4 -6,03 2 -0.0I 5 -0.04 6 -0.06 5 -1.43 3 B17 1 U -0.03 4 5.80 2 0.00 3 1.82 6 1.52 6 21.43 2 L -0.78 5 -2.09 3 -0.53 6 -0.I3 3 -0.07 5 -10.37 3 2 U -0.03 4 5.73 2 0.00 3 1.82 6 -0.02 2 3.18 2 I. -0.78 5 -2.16 3 -0.53 6 -0.I2 3 -0.14 6 -5.95 5 BI8 l D -0.03 4 0.09 6 0.00 6 0.00 6 0.35 5 3,18 2 L -0,53 7 -1.71 5 -0.09 5 0.00 3 -0,06 6 -5.95 5 2 U -0.03 4 -0,08 6 0.00 6 0.00 6 -0,01 2 7.80 5 L -0.53 7 -1.88 5 -0.09 5 0.00 3 -0,35 5 0.77 6 B19 I l} 0,81 3 0.85 4 0.53 6 0,12 3 0.13 5 7.80 5 I^ -0,47 2 -5.73 2 -0.01 5 -1.83 6 -0,14 6 0.77 6 RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d Job : SPAN97.121 Page: 26 Date: 7/31/97 Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 2 U 0.81 3 0.78 4 0.53 6 0.12 3 1.52 6 23.10 7 L -0.47 2 -5.80 2 -0.01 5 -1.82 6 0.02 3 -1.65 4 B20 1 U 0.00 4 6.09 2 0.00 3 0.04 6 2.50 6 27.20 2 L -0.35 5 -0.27 3 -0.56 6 0.00 3 0.00 3 -1.43 3 2 U 0.00 4 5.99 2 0.00 3 0.04 6 0.00 6 0.00 8 L -0.35 5 -0.37 3 -0.56 6 0.00 3 0.00 4 0.00 2 J33 1 U 0.13 4 2.77 2 0.00 4 0.00 2 0.00 2 0.00 2 L -0.53 6 -0.24 4 -0.05 5 0.00 2 0.00 2 0.00 2 2 U 0.13 4 2.06 2 0.00 4 0.00 2 0.00 4 0.55 4 L -0.53 6 -0.18 4 -0.10 5 0.00 2 -0.19 5 -6.44 2 J34 1.0 0.13 4 2.04 2 0.12 5 0.00 2 0.00 4 0.56 4 L -0.53 6 -0.19 4 0.00 4 0.00 2 -0.19 5 -6.44 2 2 U 0.13 4 0.04 3 0.00 6 0.00 2 0.01 5 1.37 4 L -0.53 6 -0.77 2 -0.08 3 0.00 2 -0.05 3 -13.21 2 J35 1 U 0.13 4 0.03 3 0.04 3 0.00 2 0.01 5 1.37 4 L -0.53 6 -0.79 2 0.00 6 0.00 2 -0.05 3 -13.22 2 2 U 0.13 4 0.27 3 0.00 4 0.00 2 0.00 2 10.24 2 L -0.53 6 -3.61 2 -0.18 5 0.00 2 -0.84 5 -0.20 3 J36 1 U 0.00 2 2.39 2 0.18 5 0.00 2 0.00 2 10.23 2 L -1.09 6 -0.10 3 0.00 2 0.00 2 -0.84 5 -0.19 3 2 U 0.00 2 0.00 6 0.03 5 0.00 2 0.00 5 0.00 7 L -1.09 6 0.00 7 0.00 2 0.00 2 0.00 2 0.00 2 J37 1 U 0.16 4 2.38 2 0.00 2 0.00 5 0.00 2 0.00 2 L -0.67 8 -0.55 4 -0.05 5 0.00 8 0.00 2 0.00 2 2 U 0.16 4 1.77 2 0.00 2 0.00 5 0.00 2 1.28 4 L -0.67 8 -0.41 4 -0.10 5 0.00 8 -0.19 5 -5.54 2 J38 1 U 0.16 4 1.68 2 0.11 5 0.00 4 0.00 2 1.27 4 L -1.06 3 -0.50 4 0.00 2 0.00 2 -0.19 5 -5.53 2 2 U 0.16 4 0.12 3 0.00 6 0.00 4 0.03 6 3.38 4 L -1.06 3 -0.76 2 -0.09 5 0.00 2 -0.11 3 -10.43 2 J39 1 U 0.16 4 0.08 3 0.07 3 0.00 4 0.03 6 3.38 4 L -1.06 3 -0.80 2 -0.01 6 0.00 2 -0.11 3 -10.42 2 2 U 0.16 4 0.68 3 0.00 2 0.00 4 -0.01 2 11.10 2 L -1.06 3 -3.24 2 -0.12 5 0.00 2 -0.36 5 -0.87 3 J40 1 U 0.00 2 2.38 2 0.18 5 0.00 2 0.00 6 10.87 2 L -0.99 6 -0.29 3 0.00 6 0.00 2 -0.84 5 -0.76 3 3'1 RISA-3D (R) Version 2.Id GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-3926 Job : SPJQN97.I21 Page: 27 Date: 7/31/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lo y-y lc z-z lc Torque lc y-y lc z-z lo K K K K-ft }{-ft I{-ft 2 D 0.00 2 0.00 7 0.03 5 0.00 2 0.00 5 0.00 3 L -0.99 6 0.00 6 0.00 6 0.00 2 0.00 2 0.00 3 J41 1 U 1.39 8 3.36 2 0.01 6 0.00 2 0.00 2 0.00 2 L -0'46 6 -0,58 4 -0.05 5 0.00 4 0.00 2 0.00 2 2 lI 1.39 8 1.74 1.742 0.01 6 0.00 0.002 0.02 6 1.35 4 L -0.46 6 -0.43 4 -0.10 5 0.00 4 -0.19 5 -5.47 2 ' . J42 1 U 1'39 8 1.7I 2 0.10 5 0.00 2 0,02 6 1.34 4 L -0.46 6 -0.46 4 0.00 6 0.00 4 -0.19 5 -5.47 2 3 lJ 1.39 8 0,15 3 0.00 2 0.00 2 0.00 2 3.11 4 L -0.46 6 -0.73 2 -0.09 5 0.00 4 -0.11 8 -10,69 2 J�3 �D U16� OO63 OD75 ODO� OOO2 3 . , ^ ' ^ . II4 L -0.46 6 -0.82 2 0.00 2 0.00 2 -0.11 8 -I0'69 2 3 lJ 0.16 4 0'65 3 O'DI G 0.00 4 0.08 6 lI'II 2 L -0,46 6 -3.27 2 -0.I2 5 0.00 2 -0'36 5 -0.87 3 ' J44 1 lJ 0.00 2 2'38 2 0.18 5 0.00 0.002 0.00 2 I0'87 2 L -0.99 6 -0,39 3 0.00 2 0.00 2 _0.84 5 -0'76 3 2 lJ 0.00 2 0.00 7 0.03 5 0.00 2 0.00 5 0.00 3 L -0.99 6 0.00 6 0.00 2 0.00 2 0.00 2 0.00 2 J45 I lJ 0.I3 4 2.77 2 0.00 4 0.00 2 0.00 0.002 0.00 2 L -0.53 6 -0.24 4 -0,05 5 0.00 2 0.00 2 0.00 2 2 TJ 0.13 4 2.06 2 D'OO 4 0.00 2 0.00 4 0.55 4 L -0.53 6 -0.18 4 -0,10 5 0.00 2 -0'I9 5 -6.44 2 J46 1 lJ 0.13 4 2.04 2 0.12 5 0.00 0.002 0.00 4 0.56 4 L -0.53 6 -0.I9 4 0.00 4 0.00 2 -0.19 5 -6.44 2 3 D 0.I3 4 0.04 3 0.00 S 0.00 2 0.01 5 1.37 4 L -0.53 6 -0,77 2 -0.08 3 0.00 2 -0.05 3 -13.21 2 J47 I lJ 0.13 4 0.03 3 0.04 3 0.00 2 0.01 S I'37 4 L -0.53 6 -0.79 2 0.00 6 0.00 2 -0.05 3 -13,22 2 2 D 0.I3 4 0,36 3 0.00 4 0.00 0.002 0.00 2 I0.34 2 L -0.53 6 -3.61 2 -0.18 5 0.00 2 -0.84 5 -0.30 3 J48 I D 0.00 2 3.39 2 0.I8 5 0.00 0.002 0.00 2 10.232 0 L -I.09 6 -0,10 3 0,00 2 0.00 2 -0.84 5 -0.13 3 2 l} 0.00 0.002 0.00 6 0.03 5 0.00 2 0.00 5 O'OO 7 L -I.09 G 0.00 7 0.00 2 0.00 0.002 0.00 2 0.00 2 S19 I D 0,21 5 0 0.022 0.00 0.002 0.00 4 0.002 0 0.00 0.002 ]� 0.00 4 0 0.022 0 0 0.002 0 0.00 0.002 0.00 0.002 0.00 0.002 14744 iftss rs:M3 rtsaxw RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope Section Forces > Member Shear Shear Sec Axial lc y -y lc z -z lc Torque K K K K -ft 2 U 0.21 5 -0.02 2 0.00 2 0.00 L 0.00 4 -0.02 2 0.00 2 0.00 S20 1 U L 2 U L S21. 1 U L 2 U L 0.41 5 - 0.01 6 0.41 5 -0.01 6 0.00 4 - 0.21 5 0.00 4 -0.21 5 uvr wseiwrmr, �w�i�v.: t. �nrstTtantA�s�uud, 4t+ �staa n+! n�u., x. crnx ,.�nma^mxHtwssw�..�......,,... ..,....�..., »w.n:rr, 0.02 2 0.02 2 -0.02 2 - 0.02 2 0.02 2 0.02 2 - 0.02 2 -0.02 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 J31 0.839 2 2 0.137 2 y 2 9.81 27.00 J32 0.838 1 2 0.129 1 y 2 9.81 27.00 S1 0.007 2 8 0.005 1 y 2 12.37 36.79 S2 0.017 2 8 0.001 1 y 2 12.37 36.79 S3 0.003 2 8 0.005 1 y 2 12.37 36.79 S4 0.015 2 5 0.005 1 y 2 12.37 36.79 S5 0.010 2 5 0.001 1 y 2 12.37 36.79 S6 0.005 2 5 0.005 1 y 2 12.37 36.79 S7 0.014 2 5 0.004 1 y 2 12.37 36.79 S8 0.009 2 5 0.001 1 y 2 12.37 36.79 S9 0.005 2 5 0.004 1 y 2 12.37 36.79 S10 0.011 2 5 0.003 1 y 8 12.37 36.79 S11 0.023 2 5 0.002 1 y 2 12.37 36.79 S12 0.004 2 5 0.003 1 y 8 12.37 36.79 S13 0.029 1 8 0.005 1 y 6 4.21 36.79 S14 0.080 1 8 0.008 1 y 2 4.21 36.79 S15 0.221 1 5 0.011 1 y 6 4.21 36.79 S16 0.273 1 5 0.010 1 y 6 4.21 36.79 S17 0.008 1 3 0.008 1 y 2 4.21 36.79 S18 0.027 1 5 0.006 1 y 2 4.21 36.79 C7 0.378 1 6 0.033 1 y 6 8.75 40.47 C8 0.378 1 6 0.033 1 y 6 8.75 40.47 B16 0.586 2 2 0.173 2 y 2 14.37 27.00 B17 0.856 1 6 0.153 1 y 2 19.15 35.99 B18 0.167 2 5 0.037 2 y 5 19.15 35.99 B19 0.854 2 6 0.153 2 y 2 19.15 35.99 B20 0.586 1 2 0.173 1 y 2 14.37 27.00 J33 0.177 2 2 0.073 1 y 2 9.81 27.00 J34 0.362 2 2 0.054 1 y 2 9.81 27.00 J35 0.363 1 2 0.095 2 y 2 9.81 27.00 J36 0.280 1 2 0.063 1 y 2 9.81 27.00 J37 0.153 2 2 0.063 1 y 2 9.81 27.00 J38 0.287 2 2 0.044 1 y 2 9.81 27.00 J39 0.307 2 2 0.085 2 y 2 9.81 27.00 J40 0.298 1 2 0.063 1 y 2 9.81 27.00 0.00 7 0.00 3 0.00 7 0.00 3 0.00 2 0.00 4 0.00 2 0.00 4 15.11 15.11 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 40.47 40.47 19.41 25.87 25.87 25.87 19.41 15.11 15.11 15.11 15.11 15.11 15.11 15.11 15.11 Job : SPAN97.121 Page: 28 Date: 7/31/97 Moment lc y -y lc K -ft 4 0.00 2 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 Moment z -z lc K -ft 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 062 2 y 2 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H2 -1 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H2 -1 1.00 1.00 1.00 H2 -1 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H2 -1 1.00 1.00 1.00 H2 -1 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H2 -1 1.00 0.60 1.00 H2 -1 1.00 0.60 1.00 Hi -1 1.00 0.60 1.00 H1 -i 1.00 0.60 1.00 H1 -1 1.00 0.60 1.00 Hi -1 1.00 0.60 1.00 H2 -1 1.00 0.85 0.85 H1 -2 1.00 0.85 0.85 H1 -2 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -1 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -3 1.00 1.00 1.00 H1 -1 4► tniZne ..<.wun.....n.te RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope AISC Unity Checks > Unity Shear Fb Fb Memb Chk Loc lc Chk Loc lc Fa B11 0.976 2 2 B15 0.976 1 2 B12 0.892 1 6 B14 0.8902 6 B4 0.888 2 2 B2 0.886 1 2 B17 0.856 1 6 B19 0.854 2 6 J7 0.839 2 2 J8 0.839 1 2 J31 0.839 2 2 J32 0.838 1 2 J28 0.735 1 2 J4 0.735 1 2 J27 0.735 2 2 J3 0.735 2 2 J15 0.729 2 2 J16 0.725 1 2 J23 0.724 2 2 J24 0.719 1 2 B10 0.699 1 2 B6 0.699 2 2 B5 0.683 1 2 Bl 0.683 2 2 J2 0.642 2 2 J26 0.642 2 2 J20 0.630 1 2 J19 0.630 2 2 J11 0.624 2 2 J12 0.624 1 2 B16 0.586 2 2 B20 0.586 1 2 J29 0.550 2 2 J5 0.550 2 2 J30 0.550 1 2 J6 0.550 1 2 B9 0.541 2 2 B7 0.540 1 2 J10 0.524 2 2 J18 0.518 2 2 J21 0.495 2 2 J22 0.495 1 2 J14 0.488 1 2 J13 0.488 2 2 C6 0.446 2 2 C3 0.446 2 2 Ksi -• 0.272 2 y 14.37 0.272 1 y 14.37 0.236 1 y 19.15 0.236 2 y 19.15 0.175 2 y 14.37 0.175 1 y 14.37 0.153 1 y 19.15 0.153 2 y 19.15 0.137 2 y 9.81 0.129 1 y 9.81 0.137 2 y 9.81 0.129 1 y 9.81 0.103 2 y 9.81 0.103 2 y 9.81 0.046 1 y 9.81 0.046 1 y 9.81 0.123 2 y 9.81 0.112 1 y 9.81 0.121 2 y 9.81 0.112 1 y 9.81 0.193 1 y 14.37 0.193 2 y 14.37 0.215 1 y 14.37 0.215 2 y 14.37 0.120 1 y 9.81 0.120 1 y 9.81 0.090 2 y 9.81 0.043 1 y 9.81 0.044 1 y 9.81 0.091 2 y 9.81 0.173 2 y 14.37 0.173 1 y 14.37 0.087 0.087 0.062 0.062 0.170 0.170 0.113 0.108 0.079 0.056 0.055 0.077 0.033 0.033 1 y 1 y 2 y 2 y 2 y 1 y 1 y 1 y 1 y 2 y 2 y 1 y 1 y 1 y 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 9.81 9.81 9.81 9.81 14.37 14.37 9.81 9.81 9.81 9.81 9.81 9.81 6.56 6.56 yy Ksi 27.00 27.00 35.99 35.99 27.00 27.00 35.99 35.99 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 27.00 30.36 30.36 Job : SPAN97.121 Page: 1 Date: 7/31/97 Cm Cm ASD zz Cb yy zz Eqn -Ksi 19.41 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 H1 -3 25.87 1.00 1.00 1.00 H1 -3 25.87 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 111 -3 19.41 1.00 1.00 1.00 H1 -3 25.87 1.00 1.00 1.00 111 -3 25.87 1.00 1.00 1.00 1-11 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111-3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 111 -3 19.41 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 111 -3 19.41 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 1-11 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 19.41 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 H1 -3 19.41 1.00 1.00 1.00 111 -3 19.41 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 H1 -3 15.11 1.00 1.00 1.00 111 -3 15.11 1.00 1.00 1.00 111 -3 30.36 1.00 0.85 0.85 H1 -1 30.36 1.00 0.85 0.85 H1 -1 q2 ,ca .r..✓n.•a.a.nuirw.�k. +w wa •.. r..- Ikaa( VY�k' dY. nbk.`.J Y. �t�k' M�rAT.^ ih. 1+ Y. TV. �FYMS+ n*. AV nwa. 0.'r ..r•v......r......_�.._�......_ �....... RISA -3D (R) Version 2.1d GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Job : SPAN97.121 Page: 2 Date: 7/31/97 43 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope AISC Unity Checks > Unity Shear . Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi - - -- Ksi - -- -Ksi Cl 0.380 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 111 -2 C4 0.380 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 H1 -2 C7 0.378 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 111 -2 C8 0.378 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 H1 -2 C5 0.372 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 H1 -2 C2 0.372 1 6 0.033 1 y 6 8.75 40.47 40.47 1.00 0.85 0.85 Hi -2 J47 0.363 1 2 0.095 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -3 J35 0.363 1 2 0.095 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J46 0.362 2 2 0.054 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J34 0.362 2 2 0.054 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -3 J43 0.307 2 2 0.089 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J39 0.307 2 2 0.085 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J9 0.298 2 2 0.063 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 J17 0.298 2 2 0.063 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 J40 0.298 1 2 0.063 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -1 J44 0.298 1 2 0.063 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 J42 0.294 2 2 0.047 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -3 J38 0.287 2 2 0.044 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -3 J1 0.280 2 2 0.063 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1-1 J25 0.280 2 2 0.063 2 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 J36 0.280 1 2 0.063 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 J48 0.280 1 2 0.063 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -1 S16 0.273 1 5 0.010 1 y 6 4.21 36.79 36.79 1.00 0.60 1.00 H1-1 S27 0.256 1 8 0.004 1 y 2 4.21 36.79 36.79 1.00 0.60 1.00 111 -1 S15 0.221 1 5 0.011 1 y 6 4.21 36.79 36.79 1.00 0.60 1.00 H1 -1 J33 0.177 2 2 0.073 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J45 0.177 2 2 0.073 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 H1 -3 B3 0.172 2 5 0.037 2 y 5 19.15 35.99 25.87 1.00 1.00 1.00 111 -3 B13 0.167 2 8 0.039 2 y 5 19.15 35.99 25.87 1.00 1.00 1.00 H1 -3 B18 0.167 2 5 0.037 2 y 5 19.15 35.99 25.87 1.00 1.00 1.00 H1 -3 J37 0.153 2 2 0.063 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 J41 0.151 2 2 0.064 1 y 2 9.81 27.00 15.11 1.00 1.00 1.00 111 -3 B8 0.143 2 8 0.039 2 y 5 19.15 35.99 25.87 1.00 1.00 1.00 111 -3 S14 0.080 1 8 0.008 1 y 2 4.21 36.79 36.79 1.00 0.60 1.00 H1 -1 S13 0.029 1 8 0.005 1 y 6 4.21 36.79 36.79 1.00 0.60 1.00 112 -1 S18 0.027 1 5 0.006 1 y 2 4.21 36.79 36.79 1.00 0.60 1.00 112 -1 S20 0.026 2 5 0.002 1 y 2 12.37 36.79 36.79 1.00 0.60 1.00 H1 -3 S11 0.023 2 5 0.002 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 H1 -3 S25 0.022 1 5 0.006 1 y 2 4.21 36.79 36.79 1.00 0.60 1.00 112 -1 S2 0.017 2 8 0.001 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 H1 -3 S4 0.015 2 5 0.005 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 111 -3 S7 0.014 2 5 0.004 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 111 -3 S19 0.013 2 5 0.002 1 y 4 12.37 36.79 36.79 1.00 0.60 1.00 111 -3 S10 0.011 2 5 0.003 1 y 8 12.37 36.79 36.79 1.00 1.00 1.00 111 -3 S5 0.010 2 5 0.001 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 H2 -1 S8 0.009 2 5 0.001 1 y 2 12.37 36.79 36.79 1.00 1.00 1.00 H2 -1 Version •; 2 ::ld .. RISA -3D (R) MA Consulting Engineers. 7337 N. First, #110 :Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Envelope.AISC Unity Shear Chk Loc lc Chk Loc lc Fa Ksi- S26 0.009 1 8 0.006 1 y. 2 4.21 1517:. 0.008 1 3 0.008 1 y 2 4.21 S22 0.008.2` 3 0.006.1 y 2 12.37 Sl 0.007 2 8 0.0051 y 2 12.37 S23 0.006 2 3 0.002 1 y 2 12.37 S6. , 0.005 2 5. 0.005 1 y 2 12.37 S9 0.005 2 5 0.004 1 y 2 12.37 S21 0.005 2 .5 0.003 1 y 4 12.37 S12 0..0.04 2 5 .0.003 1 y 8 12.37 S24 0.003.2 3 0.005 1 y 2 12.37 S3 0:003 2 8 0.005 1 y 2 12.37 Unity Checks > Fb . Fb yy ' zz --- Ksi- - - -Ksi 36.79 36.79 36.7.9 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79 36.79. 36.79. 36.79 36.79 36.79. 36.79 36.79, 36.79. 36.79, .}j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60. 0.60 1.00 0.60. 1.00 1.00 0.60 1.00 0.6.0 1.00 Cm Cm ASD Cb yy z z Eqn. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 H2 -1 H1 -1 H1 -3 H1 -3 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1. H2 -1 44 '<. Reactions,' L : DL seis Zdir > -+ +- - - - - -:- - -- - MOments °int ----- Foices -----7 o. X ' Y - Z Mx My Mz -, --- K K ft K-ft K ft 0.01 5.42 ' 2.52 19.59 0.02 0.00 2 . '' , •0.00 5.46 '2.56 20.08 0.01 0.01 3. . 0.00`: 6.51 .2.51 19.75 -0.01 0.06 0:01 ' 1.84 2.79 21.17 0.01 . .-0.07 . '0.00 1.73 2...85 21.79 0:01 0.04 0.00 . 2.77 , 2.91.. 22.19 ' 0.00 0.02 0.00 5.08 2.54 19:70 -0.02 0.00 :0.01: 1.49 • 2.77 21.03 -0.02 . 0.08 Center - Of '.dravity Coords • (X,Y,Z) (ft) :' • '56.005, . 16.793, . 11.poo m]*97121 « Displaces Reactions sTory drf alt sHape Matl t.o. RISA-3D Alt: Forces Stresses dEflectin torsIon Unity chk Wood chks Ver: 2.1 Platestrs pLateforc Cornerfor freQuency mOde shap REACTIONS a Load Combination 6: DL + seis Xdir Joint 1 Forces il Moments i X Y Z Mx My Mz (11 (A] No K K K 1----K-ft---11-----K ft r----K-ft 1 1 -2.69 3.57 -0.13 -0.82 0.99 32.34 - 2.56 3.62 -0.14 -0.85 1.02 -2.70 4.60 -0.20 -1.23 0.98 0.13 0.81 -0.99 - 2.56 3.61 0.14 0.85 -1.02 - 2.70 4.60 0.20 1.24 -0.98 -2.71 3.36 -0.10 -0.63 0.98 -2.71 3.36 0.10 0.62 -0.98 I I II I I [v] Fl-Help F2-Plot - F2-Bounded Plot Use Esc to return to Load Combs W - Sort by Max,Min,etc. - Go to specific item - Print 31.60 32.43 32.34 31.60 32.43 32.43 32.43 16 793, 11.500 46 •;!•.. , , . ; : DL+windZ/24-snow > :Joint :•:+------- Forces -----------+ + 7 7 7 ... ''. ... Moments Y Z Mx My Mz -. •_........,K_ K K K ft K ft 12.91 0.06 2.56 0.02 -0.16 •• 12.84. 0.04 • 2.59 .0.00 0.11 - 0.02 17.26 -0.18 1.26 -0.01 0.20 • 0.04 11.59 1.28 9.40 0.00 -0.15 - 0.01 11.42 ,1.37 10.07 0.01 0.13 .0.02 15.84 1.59 11.45 0.00 0.17 -0.02 . 11.43 0 .13 3.00 -0:01 0.20 . -0.02 10.11 1.21 ...8:94 0.00 . 0.19 „.... citals : 0.00 . 103.41 5.48 - enter of Gravity Coords (X,Y,Z) (ft) : .56.007, . 18.000, 11:500 <'Reactions, ' • • .•••• - • ; • • ,• • • • • • • < Reactions, LC 8 DL +windZ +snow Forces. -- - - -- - - :+ Y Z Mx - -- -K .. K----- - - - - -K K -ft 1 0.01 6.04 0 .87. 9.60 :.2 0.00 5.78 0.91 10.16 3 -0.01 7.10 0.81 9.54 4 0.01 3.43 1.80 14.02 5 0.00 2.98 1.90. 14.86 .6 0.00 4.31 2.00 15.53 67: 0.00 5.60. 0.90 9.81 68 0.00 2.99 1.77. 13.80 T otals 0.00 38.22 10.96 C enter : of ' Gravity Coords (X, Y, Z) (ft) 2 : > ., . . Moments My K- ft 0.02 0.01 -0.01 0. 0.01 =0.01 -0.02 ;. _0.02 1 _ RISA-3D (R) Version 2.1d GMA Consulting Engineers Job : SPAN97.121 7337 N. First, #110 Page : 1 Fresno, CA 93720-2926 Date : 7/31/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121 . r3d < Reactions, LC 10 . . 85DL + seis Zdir > Joint + Forces + Moments No X Y Z Mx My Mz K K K ft K-ft ---K -ft 1 0.01 4.88 2.54 19.70 0.02 0.01 2 0.00 4.92 2.58 20.20 0.01 0.00 3 0.00 5.81 2.54 19.92 -0.01 0.05 0.01 1.30 2.77 21.03 0.02 -0.07 0.00 1.19 2.83 21.65 0.01 0.04 6 0.00 2.08 2.88 21.99 0.00 0.02 67 0.00 4.58 2.56 19.79 -0.02 0.00 -0.01 1.00 2.75 20.92 -0.02 0.07 Totals : 0.00 25.75 21.45 Center of Gravity Coords (X, Y, Z) (ft) 56.005, 16.793, 11.500 4c1 < Reactions, LC 11 .85DL + seis Xdir > Joint +--- -- Forces + + Moments - Y Z Mx My Mz K K K-ft K ft K-ft----- - 2.69 3.03 -0.11 -0.70 0.99 32.27 2 -2.56 3.08 -0.12 -0.72 1.02 31.53 3 -2.70 3.91 -0.17 -1.05 0.98 32.35 4 -2.69 3.03 0.11 0.69 -0.99 32.27 5 -2.56 3.07 0.12 0.73 -1.02 31.52 -2.70 3.91 0.17 1.06 -0.98 32.35 - 2.71 2.87 -0.09 -0.53 0.98 32.35 68 -2.71 2.87 0.09 0.52 -0.98 32.35 Totals: -21.34 25.75 0.00 Center of Gravity Coords (X,Y,Z) (ft) : 56.005, 16.793, 11.500 NIA Consulting Engineers Job : SPAN97.121 7337 N. First, #110 Page: 45 Fresno, CA 93720-2926 Date: 7/20/97 Costco Station Canopy, Tukwila, WA for Span Construction / file 97121.r3d < Reactions, LC 12 : 2/3DL + wind Zdir > Joint Forces + + Moments No. X Y Z Mx My Mz K K K ft K-ft K ft----- 1 -0.02 -0.56 1.12 11.01 0.01 0.07 2 0.00 -0.87 1.19 11.74 0.01 -0.07 3 0.00 -2.05 1.20 11.79 -0.01 -0.03 -3.14 1.55 12.36 0.02 0 . 09 5 0.00 -3.63 1.62 13.02 0.01 -0.03 6 0.01 -4.81 1.61 13.00 -0.01 -0.08 7 0.01 -0.16 1.12 11.00 -0.01 -0.10 68 0.01 -2.75 1.55 12.36 -0.02 -0.11 Totals: 0.00 -17.96 10.96 Center of Gravity Coords (X,Y,Z) (ft) : 56.011, 20.420, 11.500 • •-.* ; • • MOMENT • EASEPLATE DESIGN " • Sy.:' Engineers input data is as follow: 13ASE PLAT AND AMC The applied MOMENT M in ft-lbs = 32430 The applied LOAD P in lbs = 4600 The WIDTH of the baseplate in inches = 16 The LENGTH of the baseplate in inches = 16 The area of steel total for all of the bolts in sq inches 1.2026 The distance 'a' in inches = 14 The bearing distance 'x' = 4.177692 The tension in the bolt(s) = 28456.68 lbs giving a stress of 23662.63 psi ii,sKx2x1.33 7.305RC* The bearing stress on the concrete = 989.0831 psi< .3x19V1 •••• • -• • /v • • " "••• • - •'• • Si'. 2 z 3550" -4 4 ,75 x3C0co x 1,33 53877 o 28,1K YL(94-12.6 ))(4 x4) = 5387. 7 11-54, 7:o.ers" 1")( )6" 6 3AS PLArE... WiTti (4) 7 /0 /1 � A307 ANCHOR BOLTS g 12" (7/16-6 P 001-15 i3 INTO pAo FooTrm& 42.Cpsi 52 GMA Consulting Engineers Version 0,95 Job # 97.121 7/31/97 omrnent:Costco Station Canopy,Tukwila, WA 4:21 PM ut 0.00 inches 79.50 sq inches 11.27 sq inches 1.20 sq inches It Data Diameter 0.88 inches Gage 1 12.00 inches Allowable Tension for the bolt group G age 2 0.00 inches Steel Limit 46.39 kips E mbedment 13.00 inches Concrete Limit 32.02 kips > 28.4 Itimate fs 60 ksi 53 PAP FOOTING COMBINED LOAD FOOTING CALCULATION BY: GMA Consulting Engineers SOIL DATA: ALONE COMBINED FOOTING: FRICTION = 0.35 SF = 1 SF = 1 PASSIVE = 300 SF = 1 SF = 1 NEGLECT UPPER 0 (KSF) H-max = 5.255 H-max = 7.618 (INCHES) LOAD DATA: Loads in KIPS or KIP-FT SR = 1 COMMENT: DL + SEIS Zdir M = 22.19 H= 2.91 w= 0 P-total = 15.015 P = 7.14 = 2. 4 71' 4 1-4'1-55 1 3 / 2"/I SIAS ISIANO FOOTING DATA B,L,DIS in FT; THK in INCHES; VOL in CF If ;.. . . B= 7 L= 5 THK = 18 VOL = 52.5 DIS1 = 2.5 GAGE =0 0182 =2.5 RESULTS: FT, KSF 7 X= 0.81 E = 1.69 L/6 = 0.833 L' = 2.4303197 - . Q-min = 0 0-max = 1.765 FSot=1.479 >110 E 0 • 9'- 6" OV Lyi rtocoiEss LISla 5'x 8"..6' 24" Ti' PAD Fc'ollhl& (SgE. 6oVeRni I I,* ass p.60 ) WITH (11)*5 SHORT EARS A N0 6 LON& OARS x,I5K65 54 MBINED LOAD FOOTING CALCULATION V GMA Consulting EngineerS • • SOIL DATA: ALONE COMBINED FOOTING: FRICTION = 0.35 SF = 1 SF = 1 PASSIVE= 300 SF = 1 SF= 1 NEGLECT UPPER (KSF) H-max = 5.504 H-max = 7.191 (INCHES) L OAD DATA: Loads in KIPS or KIP-FT SR = 1 COMMENT: DL + SEIS Xdir M = 32.43 H = 2.7 w = 0 P-total = 15.725 FOOTING DATA: B,L,DIS in FT; THK in INCHES; VOL in CF Isukur) B= 5 L= 7 THK = 18 VOL = 52.5 DIS1 = 3.5 GAGE =0 DIS2 =3.5 RESULTS: FT, KSF X = 1.234 E = 2.266 L/6 = 1.167 L' = 3.7013514 Q-min = 0 Q-max = 1.699 FSot=1.544 RESULTS:: FT, KSF X = 2.036 E = 0.464 Q -min = 0.355 Q -max = 1:25 � MBINED LOAD FOOTING. CALCULATION GMA Consulting Engineers ) IL; DATA: ALONE COMBINED FOOTING: t ICTION = 0.35 SF = SF = 1' ' \SSIVE . = 300 SF = 1 . SF = 1 NEGLECT UPPER 0 SF) :, H -max = 9.83 H -max = 12.19 (INCHES) AD DATA: Loads in KIPS or KIP -FT SR = 1 COMMENT: DL + WINDZ/2 +snow = 11.45 H = 1.59 w = 0 P- total 28.085 P = 20.21 = 15 9i" +(z)I:5X5;c'7 fi 4 1' D OTING. DATA: B,L,DIS in FT; THK in INCHES; VOL in CF 5L-016 151rNO B = 7 L = 5 THK = 18 VOL = 52.5 = 2.5 GAGE . =0 DIS2 =2.5 • • .• •• . • • •:•:•••••'-:;.' .:::GMA E ngineers •.• .• ..„., .„ .„. . . • • . SOIL DATA: ALONE COMBINED FOOTING: FRICTION •7';, .•035 SF = •f 1 SF = 1:- ..• PASSIVE = :300 • SF = .. .••.' 1 SF = • -• •.NEGLECT UPPER 0 H-max = 5794." H-max = 8.157, (INCHES) OAO:1DATA:Loaci in KIPS or Klp-FT • ••' ••. • .:•• • SR = .•:••.1..:•1•:COMMENT: • ; DL + WINDZ+snow/2 ••• ' • :.•• HM =15.53 • H= 2 w= 0 P-total= • • •'•• •16.566 ••••-- • • • • P = I •8.68 -74.31 (245 i i5• ' •iC . „ . .„. .• .,;.. S7 • i/IBINED LOAD FOOTING CALCULATION GMA Consulting Engineers IL DATA ALONE COMBINED FOOTING RICTION = 0.35 SF = 1 SF = 1 ASSIVE = 300 SF = 1 SF = 1 NEGLECT UPPER 0 SF) H-max = 6.982 H-max = 10.67 (INCHES) AD DATA: Loads in KIPS or KIP-FT SR = 1 COMMENT: .85 DL +SEIS Zdir M ---: 20.97 H = 2.58 w = 0 P-total = 19.9475 am 9x239 20. P = 9.11 =4.1 (2x(9.5 5 ' 9 4i 5 20,2 OTING DATA: B,L,DIS in FT; THK in INCHES; VOL in CF B = 8.5 L = 5 THK = 20.4 x VOL = DIS1 = 2.5 GAGE =0 DIS2 =2.5 ' 2 SULTS: FT, KSF X -= 1.302 E = 1.198 L/6 0.833 L' = 3.906467 Q-min = 0 Q-max = 1.201 FSot=2.087 ) 1, 0 < 1.3305 50 .„ MBINED LOAD FOOTING CALCULATION GMA Consulting Engineers 10 IL DATA: ALONE COMBINED FOOTING: RICTION = 0.35 SF = 1 SF = 1 ASSIVE = 300 SF = 1 SF = 1 NEGLECT. UPPER IC SF) H -max = 6.128 H- max = 8.295 (INCHES) S AD DATA: Loads in KIPS or KIP -FT S R = 1. COMMENT:. .85 DL +SEISXdir • M = 33.16 H = 2.7 w 0 P- total = . 17 3235 't(14" - 20,4" K .2,� 33 I6" "' P = 6.67 =3 (4'x5i!' %t' /) Y.1 5 eoX ' . 12 "/� / IStNP D OTING DATA: B,L,DIS in FT; THK in INCHES; VOL in CF B = 5 L 8.5 THK = 20.4 VOL = 72.25 DIS1 = 4.25 GAGE =0 DIS2 =4.25 ‘ 9..� ESULTS: FT, KSF X =2.164 E= "2.086 L/6 =1.417 L' =6.4918107 Q - min = 0 Q -max = 1.079 FSot =2.037 >1.0 t 1,33,c1.5KSF . -„, CO MBINED LOAD FOOTING CALCULATION BY GMA Consulting Engineers • SOIL DATA: ALONE COMBINED FOOTING: •, FRICTION = 0.35 SF = 1 SF = 1 PASSIVE = 300 SF = 1 SF = 1 NEGLECT UPPER (KSF) H-max = 2.447 H-max = 4.713 (INCHES) LOAD DATA: Loads in KIPS or KIP-FT SR = 1 COMMENT: 2/3 DL +WIND Zdir -.‘ M= 14 H= 1.61 w = 0 P-total = 6.99 r _ f ‘ P = -1.51 -- - 1.01g-1-4 x(e As -1-41x5/x y 13.02. 16 ) 1,41K z , 12 yi 12/4. 3 FOOTING DATA: B,L,DIS in FT; THK in INCHES; VOL in CF = 8.5 L= 5 THK= 16 2 \1 41 0 x y 1 - 5 = 56.666667 DIS1 = 2.5 GAGE =0 DIS2 =2.5 RESULTS: FT, KSF X = 0.292 E = 2.208 U6 = 0.833 L' = 0.8772055 Q-min = 0 Q-max = 1.875 FSot=1.132 > < 1,33 frA•• 1 ' - 1 411 x ,1.5 = 1.675 12 '4 60 95 -074B Submitted for Permit 8/26/97 REce\w'w PROJECT MANUAL COSTCO WHOLESALE Gas Station Addition L1-6� Saxon Drive Tukwila, Washington 98188 COSTCO WHOLESALE, INC. 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 A R C H I T E C T S P S MULV49flflY PfIRTflERSHIP 11820 Northup Way, Ste E -300, Bellevue, WA 98005 (425) 822 -0444 FAX (425) 822 -4129 RECEIVED CITY OF TUKWILA SEP 0 51997 oq ' . PERMIT CENTER • COSTCO WHOLESALE Gas Station Addition Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 TABLE OF CONTENTS DIVISION 0 BIDDING AND CONTRACT DOCUMENTS 1 00100 Invitation To Bid 1 00200 Instructions To Bidders 2 00400 Form Of Bid Proposal 6 00600 Form Of Agreement 10 00700 General Conditions 10 00750 Supplementary Conditions 10 00800 Special Conditions 15 DIVISION 1 GENERAL REQUIREMENTS 18 01010 Summary Of Work 18 01027 Applications For Payment 20 01035 Contract Modifications 23 01045 Cutting And Patching 25 01300 Submittals 26 01400 Quality Control 28 01500 Construction Facilities And Temporary Controls 30 01700 Contract Closeout 35 07140 Warranties 40 DIVISION 2 SITEWORK 42 02100 Demolition and Excavation 42 02500 Asphalt Concrete Paving 42 02900 Landscaping 43 DIVISION 3 CONCRETE 44 03300 Cast In Place Concrete 44 03400 Precast Concrete 45 DIVISION 4 MASONRY 45 04100 Mortar 45 04200 Unit Masonry 47 DIVISION 9 FINISHES 54 09900 Painting 54 DIVISION 10 SPECIALTIES 55 10400 Signs and Decals 55 DIVISION 13 SPECIAL CONSTRUCTION 55 13122 Pre- Engineered Canopy 55 13200 Underground Fuel Storage 56 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 1 4 GAS STATION ADDITION SPECIFICATIONS Tukwila, Washington DIVISION 15 MECHANICAL 15490 Liquid Fuel Handling Equipment 15491 Flexible Piping 15492 Fiberglass Piping 15493 Steel Piping 15495 Gasoline Dispensers 15499 Tank and Pipe Testing ' DIVISION 16 ELECTRICAL 16050 Basic Electrical Materials 84 Methods 16700 Video and Intercom System 16900 Electronic Monitoring System COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS ' DIVISION 0 BIDDING AND CONTRACT CONDITIONS 00100 INVITATION TO BID • COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION 1160 Saxon Drive Tukwila, Washington 98188 INVITATION TO BID 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 2 C. General Contractor Bid List: The following contractor has been invited to bid this project: COSTCO WHOLESALE Gas Station Addition (To be determined) D. Bid Opening: Bids will be opened privately at the time and location indicated above. A tabulation of bids will be furnished to all bidders. The owner reserves the right to accept any bid, to reject any and all bids, or to negotiate Contract Terms with any Bidder when such is deemed by the Owner to be in his best interest. E. Bidding Documents: Drawings and Specifications may be examined at the offices of the 1 3 invited bidders, and at the office of the Architect. F. Drawings and Specifications: 1. Bid Sets: Bluelines -- Six (6) complete sets of bid drawings and specifications will be issued at Owner's cost to the selected list of bidding General Contractors, from the office of Muvanny Partnership, Architects. Additional sets of drawings and specifications may be obtained by the General Contractors for the cost of the printing, shipping and handling. All copies of Drawings and Specifications shall remain the property of the Architect and shall be returned to Architect within seven (7) days of the Bid Opening. 2. Construction Sets: Blacklines -- Eight (8) complete sets of construction drawings and specifications will be issued at Owner's cost by MULVANNY PARTNERSHIP to the selected General Contractor. G. Right to Reject Bids: The owner reserves the right to waive irregularities in or to reject any and/or all bid proposals. 00200 INSTRUCTIONS TO BIDDERS A. Proposals to be entitled to consideration must be made in accordance with the following instructions: B. General: Invitation to Bid, as included in the Specifications, shall be considered as a part of these Instructions to Bidders as if repeated herein, C. Examination of Site and Documents: Before submitting a proposal, the bidder shall: 1. Carefully examine the Drawings and Specifications, Addenda, Geotechnical Report and all other information furnished to the bidders. 2. Visit the site of the work and fully inform himself of existing conditions and limitations. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 D. Interpretations: COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 3 3. Rely upon his own judgment in preparing his proposal, and include in his bid, a sum sufficient to cover all items required by the Contract. 1. Questions regarding Drawings and Specifications should be addressed to the Architect and will be answered by addenda addressed to all bidders. Neither the Owner nor the Architect will be responsible for oral interpretations. 2. If there are discrepancies contained in the bidding documents between the drawings and specifications, the specifications govern. 3. The General Contractor is required to notify the Architect of all discrepancies contained in the bidding documents. In the event of an unclarified discrepancy the contractor is required to bid the item of greater costs. 4. Questions received less than 48 hours before the time set for bid opening cannot be answered. All addenda issued during the bidding period will be incorporated into the Contract. E. Form of Bid: Submit bid in duplicate, on forms furnished by the Architect, without alterations in the form, or any recapitulation of the work to be done. Fill in all blank spaces in the form, in accordance with the portion or portions of work bidding upon, and sign in longhand. Failure to bid on all items listed in the bid form may cause rejection of the bid. If a bidder is a partnership, each partner must sign; if a corporation, print name of state in which incorporated, followed by the signature or signatures of the person(s) authorized to sign, and the names of the offices they hold in the corporation. F. Facsimile Bids will be accepted but must be followed by original documents no later than two days following Bid Date. G. Substitutions: Bids shall be based on the articles and materials named in the specifications as defined below: 1. Substitution Procedure - Prior to Contract between Owner and General Contractor. a) Whenever the item or class or material is specified exclusively by detail specification, trade name, mfg. name, or by catalog reference; use only such items. No substitutions allowed. b) All other items not specified as described above, submit Construction Specification Institute form, "Substitution Request ", completely filled out, referencing the Project and project address. Include all manufacturer's data and cut sheets . By signing the Substitution Request form, the applicant 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 4 COSTCO WHOLESALE Gas Station Addition guarantees the substitution to be equal to or better in every respect to the original specification. c) Architect will issue addenda listing all substitutions requests which have been approved. Substitution Procedure - After Contract Signing between Owner and General Contractor a) Should the Contractor desire to substitute items, equipment, etc., after the contract is signed, submit "Substitution Request ", including complete literature and specification information, for approval. Substitutions requests by sales persons or subcontractors are not acceptable. Substitutions shall yield a value to the Work, such as a credit to the Owner, savings of time, or better quality product. The Contractor guarantees the substitution to be equal to or better in every respect to the original specification. The Contractor assumes responsibility that substitution will fit the project regarding space, access and service utility requirements. c) Do not incorporate substitutions in the Work until after they have been approved by the Architect. 3. Alternate Bids: Except as stated above, alternate bids other than those listed in the bid form, will not be considered. 4. Submission of Bid: Enclose bid in opaque sealed envelope addressed to Owner. Deliver as required by the "Invitation to Bid ". 5. Bidder is responsible for delivery of his bid at or before the time set for opening. The Architect will verify the correct time and control the time set. Bids not received at or before the time set will be rejected. 6. No telephones will be available to bidders at the place designated for receiving and opening bids. H. Evidence of Qualification: A bidder whose proposal is under consideration shall, upon request, promptly furnish satisfactory evidence of his financial resources, his experience and the organization he has available for the performance of the contract. Withdrawal of Bids: Any bidder may withdraw his bid, either personally or by written request, at any time prior to the hour set for the bid opening. No bid may be withdrawn or modified after the time set for opening unless and until the award of contract is delayed for a period exceeding 30 days. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 J. Performance Bond and Labor and Material Payment Bond: The Contractor may be required to secure and pay for Performance Bond and Labor and Material Payment Bonds, issued by a bonding company licensed to transact business in the locality of the project, on A.I.A. form A-311. Liability under each of the bonds shall be 100% of the contract sum. Prior to purchasing the bonds, obtain written confirmation from the Architect and the Owner. Deliver bonds in accordance with Par. 11 A. of the General Conditions. The bond amount to be increased with each change order increase, so the final bond amount reflects the final contract total. Project Schedule Time Line: Prepare and submit a Project Schedule, complete with time line, in accordance with Section 01300. L. Rejection of Bids: The Owner reserves the right to reject any and all bids. COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 - GAS STATION ADDITION SPECIFICATIONS Page 6 00400 FORM OF BID PROPOSAL Date: PROJECT ARCHITECT: MULVANNY PARTNERSHIP 11820 Northup Way, Ste E -300 Bellevue, Washington 98005 PROJECT: COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95 -074B BID PROPOSAL Bidder: (firm name) To: Costco Wholesale: A. The undersigned bidder, having familiarized himself with the terms of the contract, the local conditions affecting the contract, and with the Drawings and Specifications and other Contract Documents, hereby proposes and agrees to provide all labor, material, equipment, and services necessary to complete in a workmanlike manner all work required in connection with the construction of a new Fuel Facility in strict accordance to Drawings, Specifications, and other Contract Documents; hereby submit a Base Bid as follows: COMBINED BASE BID: dollars ($ ) B. GENERAL CONTRACTOR BID BREAKDOWN The undersigned declares he /she has carefully examined the location of work, read the Construction Bid Document, examined the plans and specifications, and hereby proposes to furnish all labor, materials, equipment, transportation, and service required to do the work of the Bid Document, and that he /she will take in full payment therefore the following Lump Sum prices for each item to complete, to wit: COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95.074E Permit Set 8/26/97 • • V:Ji.V.par ar: COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 7 C. DESCRIPTION COST 1. Survey & Construction Staking $ 2. Landscape & Irrigation $ 3. Saw Cut, Grade, Patch Asphalt $ 4. Slurry Seal, Stripe $ 5. Haul and Disposal $ 6. Excavation, Import & Backfill $ 7. Tank Hold -Down Deadmen & Straps $ 8. Tank Excavation Shoring $ 9. Tank Excavation Dewatering $ 10. Canopy Footings $ 11. Concrete Slabs/Islands $ 12. Canopy Roof Storm Drain System $ 13. Surface Storm Drain System $ 14. Miscellaneous Iron $ 15. Painting $ 16. Signage $ 17. Controller Enclosure (Kiosk) Installation ....$ 18. Install Video Intercom System $ 19. Piping, Risers, Pipe Fittings $ 20. Canopy Lights $ 21. Canopy Fascia Lighting $ 22. Primary Electrical/Utility Company Costs ..$ 23. Electrical $ 24. Special Testing $ 25. System Startup/Training $ 26. All Other Not Listed $ 27. General Conditions $ 28. Contractors Overhead & Profit $ 29. Performance Bond $ 30. Fair Wages Policy $ 31. Builders Risk Insurance $ 32. TOTAL GAS STATION COST $ D. Price(s) given are firm for 60 days after date of bid opening. The same Labor Rates, Rental Rates, and Mark -up Rates used for this bid shall also apply to additional work. E. The undersigned has checked carefully all of the above figures and understands that neither Costco Wholesale or Mulvanny Partnership, Architects will be responsible for any errors or omissions on the part of the undersigned in preparing this bid. F. CHANGE ORDERS: All extra work not included in the Contract, if requested, will be performed by the Contractor by material and labor costs plus overhead and profit. Ten 1160 Saxon Drive 95 -0743 Tukwila, Washington 98188 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page g • 1. Proposed Commencement of Construction Date: Substantial Completion/Grand Opening - within 50 consecutive calendar days from commencement of construction dates indicated by the contract. percent (10%) (overhead and profit) will be added or deleted accordingly by the sub- contractor completing the work. Five percent (5%) (overhead and profit) will be added or deleted accordingly by the General Contractor. Follow the written format and instructions provided by the Architect. G. SALES TAX: State of Washington Sales Tax is not included in the Combined Base Bid. It will be added to each payment request as it is submitted. TIME OF COMPLETION: The undersigned hereby agrees to complete the work described in the contract as follows: J. ADDENDA: Receipt of addenda is hereby acknowledged as follows: Addenda Nos. Date 3. Final Completion - within 60 consecutive calendar days from the commencement of construction date. All final punch list items shall be corrected and/or completed to the satisfaction of the owner. CONTRACT BONDS: If the undersigned is notified of the acceptance of this bid within 30 calendar days after the time set for opening of bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, in A.I.A. Form of Agreement A-101, and to furnish performance and payment bonds as required by the specifications. COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 GENERAL CONTRACTOR SIGNATURE Street Address City, State, Zip Code ( ) Telephone Number with Area Code I FAX Number with Area Code Signature License Number T yped Name & Title GAS STATION ADDITION SPECIFICATIONS Page 9 COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 10 00600 FORM OF AGREEMENT The American Institute of Architects Standard Form of Agreement Between Owner an Contractor where the basis of payment is a Stipulated Sum, A.I.A. Document A101 (1987 Edition), as modified, shall form a part of these Specifications with the same force and effect as if bound herein. No contractual adjustments shall be due as a result of failure on the part of the Contractor to fully acquaint himself and all other parties to the Contract. 00700 GENERAL CONDITIONS The American Institute of Architects Standard Form of General Conditions of the Contract for Construction, A.I.A. Document A201 (1987 Edition), as modified. shall form a part of these Specifications with the same force and effect as if bound herein. No contractual adjustments shall be due as a result of failure on the part of the Contractor to fully acquaint himself and all other parties to the Contract with the conditions of these General Conditions. 00750 SUPPLEMENTARY CONDITIONS SC -1. CONFLICTS: In case of conflict between the Technical Specifications and the General and Supplementary Conditions, the Specifications shall govern. SC -2. MODIFICATIONS OF THE GENERAL CONDITIONS Par. 1.1.1 The Contract Documents: Change to read: Contract Documents "DO" include Bid Documents (Invitation to Bid, Instructions to Bidders, sample forms, Addenda, Contractors Bid Proposal, and Bid Proposal Breakdown), and other documents as specifically enumerated in the Owner /Contractor Agreement. Par. 2.2.2 Information and Services: Add to paragraph: "Owner shall furnish all soils /geological reports describing the physical characteristics for the site of the project." Par. 3.9.1 Superintendent: Add to paragraph: "Prior to commencing the work, the Contractor, his Superintendent, and the Architect shall set the standards and levels of responsibility for the Superintendent for the duration of the work, some of which include: Par. 3.4.1 Labor and Materials: Add to paragraph: "Contractor shall pay for all water, gas, electricity, and other utility costs as required to construct the project, until date of Substantial Completion of the work. The Owner shall pay all utility costs from that date on." Par. 3.7.1 Permits, Fees & Notices: Owner to pay plan check and basic building permit fee costs. Contractor shall secure and pay for all other prime and subcontractor permits that may be required by local jurisdictions. COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 ...+ w«. w. rsmwmla. nr. �wunrm} cv.:* atG+ Y? �. W7A' M- a+RCC�fi.+3MRmMrx...,.. 95 -074B Permit Set 8/26/97 '4�tt4i;ik(sMt 1. Quality Workmanship 2. Control and Leadership 3. General Project Order and Clean -up Par. 11.1 Contractor's Liability Insurance COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 11 Par. 3.12.5 Shop Drawings. Product Data and Samples: Add to paragraph: "The Contractor shall submit five (5) sets of the shop drawings listed in Section 01300 of the Specifications to the Architect with his stamp indicating review and approval. All shop drawings shall be submitted to the Architect prior to the approval of the first payment request." Par. 4.2.7 Architect Administration of The Contract: Allow five (5) days for checking of shop drawings by the Architect. Par. 4.2.8 Change Orders: Change to read: The Contractor will prepare change orders. The Architect will prepare Field Order Directives, and may authorize minor changes in work as provided in Paragraph 7.4. Par. 4.5.1 Inclusive Arbitration: (4.2.6, 4.2.11, 4.2.12, 4.2.13, 4.3.1 through 4.3.4, Section 4.4 and Section 4.5) "Arbitration" as included in these General Conditions & other Contract Documents shall be excluded in its entirety. Any dispute that cannot be settled by the Architects interpretation, must be pursued, by either party to the Contract, in any court having jurisdiction thereof. Par. 9.3.2 Applications for Payment: Add to paragraph: "suitably stored at the site" means protected for security (theft and vandalism), and protected from the weather (sun, rain, snow, freezing temperatures, etc.). Par. 9.3.3 Applications for Payment: Add to paragraph: "Free and clear of all liens, claims, security interests or encumbrances" means that the Contractor has paid all parties for work previously completed and reimbursements have been made to the Contractor by the Owner. Should a lien, claim, etc., be placed on the work, the Contractor is responsible for its removal, and the Owner will be held harmless in the process. See SC -1.L for "Lien Waiver and Affidavit" requirements. Par. 9.8.1 Substantial Completion: Delete paragraph and add the following: "The date of Substantial Completion of the work, is the date certified by the Architect that construction is 100% complete, (with only final corrections remaining to be completed) in accordance with Contract Documents, so Owner can occupy or utilize the work for the use for which it is intended." Par. 9.8.2 Substantial Completion: Delete first portion of paragraph, and add the following: "When The Owner considers the work to be 100% complete in accordance with the Contract Documents, The Owner shall prepare a list of items to be corrected. The Contractor shall proceed promptly to complete and correct items on the list." Resume with "The failure to include an item ", etc ARTICLE 11 INSURANCE: Delete the entire article and add the following: 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 12 Par. 11.1.1 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. The Owner shall be named as an additional insured under all the Contractor's insurance policies included herewith: claims under workers' or workmens' compensation, disability benefit and other similar employee benefit acts; claims for damages because of bodily injury, occupational sickness or disease, or death of his employees; claims for damages because of bodily injury, sickness or disease, or death of any person other than his employees; claims for damages insured by usual personal injury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person; claims for damages, other than to the work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and, claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The policies of insurance purchased and maintained by the Contractor shall include, but are not limited to, the following: COSTCO WHOLESALE Gas Station Addition A. General Liability: Comprehensive form including premises operations, explosion and collapse hazard (X.C.U. exclusion deleted), underground hazard, products /complete operations hazard, contractual insurance, broad form property damage, independent contractors and personal injury (with exclusion "C" deleted), the stop -gap endorsement. B. Automobile Liability: Comprehensive form, including owned, hired, and non -owned vehicles. C. Excess Liability: Umbrella form. D. Workers' Compensation and Employers' Liability Par. 11.1.2 The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18., and shall be written for limits 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Sct 8/26/97 t t required by laws governing in localities having jurisdiction, but no less than the limits set forth below: EACH OCCURRENCE AGGREGATE Bodily Injury (each person) $ 500,000 $ 1,000,000 Bodily Injury (each accident) $ 500,000 $ 1,000,000 Property Damage $ 500,000 $ 1,000,000 Bodily Injury and Property Damage Combined (Under Umbrella Form) $ 5,000,000 Par. 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner and Architect prior to commencement of the work. These certificates must convey legal rights to the certificate holder, or the original policies may be substituted for the certificates. These certificates and/or policies must contain a provision that coverages afforded under the policies will not be canceled until the work has been completed and a minimum of thirty (30) days prior written notice has been given to the Owner. 11.2 Owner's Liability Insurance Par. 11.2.1 The Owner is named as an additional insured on all insurance required by Subparagraph 11.1.1, and will be protected against all claims which may arise from operations under the Contract. 11.3 Property Insurance GAS STATION ADDITION SPECIFICATIONS Page 13 Par. 11.3.1 The Contractor shall purchase and maintain property insurance upon the entire work at the site to the full value of the work required by the Contract Documents and not Tess than the final completed value of the project. This insurance shall include the interests of the Owner, the Contractor, Subcontractors, Sub - subcontractors, and any loss payees in the work. This insurance shall insure against the perils of fire and extended coverage, and shall include Builder's "All- Risk" insurance, on an ALS 72 Form or Facsimile for physical loss or damage including, without duplication of coverage; theft, vandalism, and malicious mischief. This insurance shall also include "Difference in Conditions" (D.I.C.) in the insured property. This insurance shall include and maintain coverage as mentioned above for the work stored off site and/or in transit to the work on -site. Par. 11.3.2 The Contractor shall purchase and maintain such boiler and machinery insurance as necessary to provide full replacement cost coverage and liability coverage for bodily injury or property damage with limits of $1,000,000.00, and/or as may be required by any COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 14 �.�.....,...r +.w.rl.t u+.n...wr+ raw. wvc ).1a1t1s.a'H9lFmr..M119c:1.h;. governing law. This insurance shall include the interests of the Owner, the Contractor, Subcontractors, Sub - subcontractors, and any loss payees in the work. Par. 11.3.3 Loss of Use Insurance: The Owner, at his option, may purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of his property, including consequential losses due to fire or other hazards, however caused, to the extent covered by insurance under this Paragraph 11.3. Par. 11.3.4 If the Owner requests in writing that insurance for risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special hazards be included in the property insurance policy, the Contractor shall include such insurance. Par. 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, adjoining or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.3.7 for damages caused by fire or other perils covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. Par. 11.3.6 The Contractor shall file a copy of all policies or "Legal Document" certificate of insurance with the Owner before any exposure to loss may occur. The work, as included in the Contract Documents, will not commence until the insurance certificates or policies have been approved by the Owner in writing to the Contractor. Par. 11.3.7 The Contractor shall indemnify, hold harmless, and defend the Owner, its officers, agents and employees from liability of any nature or kind, including costs and expenses, for or on account of any and all legal actions or claims of any character whatsoever resulting from injuries or damages sustained by any person or property. The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub - subcontractors, agents and employees each of the other, and (2) the Architect and separate contractors, if any, and their subcontractors, sub - subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 11.3 or any other property insurance applicable to the work, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The foregoing waiver afforded to the Architect, his agents and employees shall not extend to the liability imposed by Subparagraph 3.18.3. The Architect, separate contractors, Subcontractors, and Sub - subcontractors by appropriate agreements written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.7. Par. 11.3.8 Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner as trustee for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The Contractor shall pay each COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95.074B Permit Set 8/26/97 ✓.ti��irxn�cu�. Par. 11.3.9 00800 SPECIAL CONDITIONS SC -1 Special Conditions COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 GAS STATION ADDITION SPECIFICATIONS Page 15 Subcontractor a just share of any insurance moneys received by the Contractor, and by appropriate agreement, written where legally required for validity, shall require each Subcontractor to make payments to his Sub - subcontractors in a similar manner. If required in writing by any party in interest, the party acting as trustee, shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit, in a separate account, any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in accordance with an award by arbitration, in which case the procedure shall be as provided in Paragraph 4.5. If, after such loss, no other special agreement is made, replacement of damaged work shall be covered by an appropriate Change Order. Par. 11.3.10 The party acting as trustee, shall have power to adjust and settle any loss with the insurers, unless one of the parties in interest shall object in writing within five (5) days after the occurrence of loss to the trustee's exercise of this power, and if such Paragraph 4.5. The party acting as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbitrators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. Par. 11.3.11 If the Owner finds it necessary to occupy or use a portion or portions of the work prior to Substantial Completion thereof, such occupancy or use shall not commence prior to a time mutually agreed to by the Owner and Contractor and to which the insurance company or companies providing the property insurance have consented by endorsement to the policy or policies. This insurance shall not be canceled or lapsed on account of such partial occupancy or use. Consent of the Contractor and of the insurance company or companies to such occupancy or use shall not be unreasonably withheld. A. SPECIFICATIONS ON JOB SITE: Contractor shall have at least one (1) set of complete specifications on the job site at all times during the performance of the work. B. Wording of these Specifications: These Specifications are written in the abbreviated or "streamlined" form, and frequently include incomplete sentences. Words such as "shall ", "shall be ", "the Contractor shall ", and similar mandatory phrases shall be supplied by inference as they are in a note of the Drawings. The Contractor shall provide all items listed and perform all operations as called for, all in accordance with Paragraph 3.4 of the General Conditions as modified herein. C. Definitions: The word "approved ", as used herein, means "approved by the Architect ". "For approval" means "for the Architect's approval ". "Selected" means "selected by the Architect ". "As directed" means "as directed by the Architect ". " Provide" means "furnish 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 16 and install ". Where the words "or approved" are used, the Architect is the sole judge of the quality and suitability of the proposed substitution. The word "certify ", as used by the Architect, means "to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation." A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by the contract or other means, including commonly accepted industry practices. D. PERMITS: Contractor shall obtain and pay for all permits necessary to construct and operate a fully operational gasoline fueling facility as outlined herein including, but not limited to permits from the appropriate regulatory agencies: 1. Washington State Weights and Measures; 2. City of Tukwila Building Department, Fire Department, Grading Division, and Electrical Department; and 3. City of Tukwila Air Quality/Pollution Control District. E. Number of Specified Items Required: Wherever in these Specifications an article, device or a piece of equipment is referred to in the singular number, such reference shall include as many such items as are indicated on the Drawings or required to complete the installation. F. Lines and Levels: Before starting work, locate all general reference points. Take such steps as are necessary to prevent their dislocation or destruction. If disturbed or destroyed, replace as directed. Employ a licensed surveyor to lay out and stake the building and be responsible for its accuracy. G. Prior Use or Occupancy: The Owner has the right to use or occupy the building or any part thereof, or to use equipment installed under the Contract prior to final acceptance. H. Contractor /Subcontractor: These Specifications are divided into sections for convenience only. The Architect is not obliged to define the limits of any subcontract, and will not enter into disputes between subcontractors or between the Contractor and his employees, INCLUDING SUBCONTRACTORS. I. Building Codes: All construction shall be in accordance with the codes and ordinances adopted by the locality in which the work is being completed. J. Federal and State Regulations: All work on this project will be done in accordance with the applicable regulations of the federal register Occupational Safety and Health Administration (commonly known as OSHA). Compliance with these regulations shall be the responsibility of the General Contractor and his subcontractors. COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95.074E Permit Set 8/26/97 ,.s GAS STATION ADDITION SPECIFICATIONS Page 17 K. Safety Policy: The Contractor and all subcontractors shall have an industrial experience rating for similar construction projects that equals or is better than the average experience rating for the state in which the project is located. Any questions regarding determination of the industrial experience rating shall be determined at the sole discretion of Mulvanny Partnership, Architects.. COSTCO WHOLESALE Gas Station Addition If you have any questions regarding Costco Wholesale's Safety Policy, please call Ron Maddox at the office of Mulvanny Partnership, Architects at (206) 822 -0444 SAFETY: Contractor shall install, handle and/or apply all materials in accordance with all applicable Federal OSHA Regulations and Codes of 1970 and all applicable Washington State Regulations and Codes. Further, the Contractor agrees to indemnify the Owner against any and all liabilities of the foregoing. 1. The Contractor shall provide all necessary safety devices, signs, etc., as required. 2. Owner retains the right to immediately terminate Contractor operations and/or cancel this Agreement, under conditions where the Contractor is not in compliance with Owner safety rules or the above legal regulations or codes. M. USE OF MINORS AND ILLEGAL ALIENS 1. Contractor shall not employ minors as part of this agreement without proper work permits. 2. Contractor shall perform sufficient research to preclude the use of illegal aliens for work performed as part of this agreement. N. FAIR WAGES POLICY The General Contractor, each subcontractor and all subcontractors of every tier (hereinafter referred to as "Contractor and all subcontractors ") shall pay "Fair Wages" to each of its employees. Contractor and all subcontractors shall use their best commercially reasonable efforts to ensure that each employee receives Fair Wages, as defined below, and shall incorporate this Fair Wage and Safety Policy into each contract of the Contractor and all subcontractors. "Fair Wages" shall mean not less than 90% of the general prevailing hourly wage rate, excluding (I) the hourly fringe benefits amount and (ii) the holiday and vacation pay for carpenters and sheetmetal workers. The amount so calculated will be referred to as the "Costco Wholesale Hourly Wage Rate ". In calculating the Costco Wholesale Hourly Wage Rate, the Contractor and all subcontractors shall rely on the most current Davis -Bacon Act prevailing wage determinations for each craft, classifications or type of workman needed as amended for the applicable job locality. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 18 The Contractor and all subcontractors shall also pay hourly "Fringe Benefits" to all employees in addition to the Costco Wholesale Hourly Wage Rate. Fringe Benefits must include a health and medical care family plan, holiday and vacation pay, profit sharing and pension. The adequacy of the Fringe Benefits paid shall be determined in the sole discretion of Costco Wholesale and will be compared with other plans for the locality and the hourly fringe benefits amount under the current Davis -Bacon Act for each craft, classification or type of workman needed, as amended for the applicable job locality. The Contractor and all subcontractors shall, upon written request of Costco Wholesale , provide Costco Wholesale with a certified payroll for the work performed, showing the wages and Fringe Benefits paid for the work done by the Contractor and all subcontractors. The Contractor and all subcontractors shall, upon written request of Costco Wholesale , provide Costco Wholesale with certified descriptions of all Fringe Benefits available to its employees. The Contractor acknowledges and agrees that the purpose of wage and fringe benefits information is to allow Costco Wholesale to verify the Contractor's compliance with the Fair Wage and Safety Policy described above. In the event that Costco Wholesale determined that the Contractor or any of its subcontractors of every tier is not in compliance with the Fair Wage and Safety Policy stated above, Costco Wholesale shall have the right to terminate the contractor and/or any subcontract of any tier, if, after notice, the Contractor or subcontractor does not comply promptly, to the full satisfaction of Costco Wholesale . DIVISION 1 GENERAL RE 0 UIREMENTS 01010 SUMMARY OF WORK A. GENERAL 1. This project is to install new Fiberglass Underground Gasoline Storage Tanks, Fuel Islands, Canopy system, Veeder Root TLS 350R Monitoring System, FE Petro 1'/2 H.P. Turbine Pumps, Gilbarco Advantage 3 +0 "Narrow" Uni -Hose Blender Dispensers with the CRIND and vapor vac options, Dispenser Sumps, and an Automatic Gasoline Fuel Control System; 2. The Work will be constructed under a single prime contract. B. WORKMANSHIP: All work shall be performed by a skilled craftsman of the trade in a quality manner, conform with the applicable building codes and local regulations. C. CONTRACTOR USE OF PREMISES: During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95.074B Permit Set 8/26/97 NA �Tl iii.. it:' n .n„N. .............w.......,._.. ..... ... _.._�.. .....«....,_...,�.... GAS STATION ADDITION SPECIFICATIONS Page 19 Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project. D. MATERIALS: All materials used and supplied by the Contractor shall be new and designed for the work described herein. E. EQUIPMENT FURNISHED BY CONTRACTOR: Contractor is to furnish all materials and equipment to complete the project, except that which is designated as supplied by the Owner. F. EQUIPMENT SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR: See Drawings for equipment lists, quantities and locations. G. ITEMS FURNISHED AND INSTALLED BY OWNER: The Owner will furnish and install the following listed products and systems. The Work of this contract includes providing mechanical and electrical support systems for the listed equipment as described. COSTCO WHOLESALE Gas Station Addition 1. The Owner will arrange for and deliver necessary shop drawings, product data, and samples to the Contractor. 2. The Owner will arrange and pay for delivery of Owner - furnished items according to the Contractor's Construction Schedule. 3. Following delivery, the Owner will inspect items delivered for damage. 4. If Owner - furnished items are damaged, defective, or missing, the Owner will arrange for replacement. 5. The Owner will arrange for manufacturer's field services and for the delivery of manufacturer's warranties to the appropriate Contractor. 6. The Contractor shall designate delivery dates of Owner - furnished items in the Contractor's Construction Schedule. 7. The Contractor shall review shop drawings, product data, and samples and return them to the Architect noting discrepancies or problems anticipated in use of the product. H. RECEIPT AND STORAGE OF MATERIALS AND WORK EQUIPMENT: The Contractor is responsible for receiving, unloading, and handling Owner - furnished items at the site. 1. Contractor shall be present on -site for receipt of Owner provided equipment on the date agreed at the Pre -Job Meeting. Failure to be present on equipment delivery dates shall not relieve Contractor of any responsibilities for storage, care, and security of materials and equipment to be installed. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 20 2. Materials and equipment shall be stored only in areas designated by the Owner or agent. 3. Combustible materials shall be handled and stored in compliance with Owner, State and Federal safety codes and regulations. I. PROTECTION: J. PRE -JOB MEETING: A meeting between the Owner representative and Contractor shall be held at the job site 72 hours before the start of work to review specifications and coordinate requirements. 01027 APPLICATIONS FOR PAYMENT A. INITIAL APPLICATION FOR PAYMENT 1. A. Submit the following before the first Application for Payment -- COSTCO WHOLESALE Gas Station Addition 1. Contractor shall take every precaution to protect all surfaces and objects, inside and outside of the buildings, adjacent properties and surfaces against damage through execution of this work. The Contractor shall be responsible for any and all such damage resulting from the work performed as a part of this agreement or from acts of the Contractor or employees thereof. 2. The Contractor shall be responsible for maintaining the assigned storage area in a neat and orderly manner at all times. 3. The Owner or agent shall not be responsible for loss, theft or damage of any material, equipment or devices provided by the Contractor while stored or used on Owner or agent's property. a) List of subcontractors. b) Schedule of Values. c) Contractor's Construction Schedule, (CPM). d) Certificates of insurance and insurance policies. e) Performance and payment bonds. B. PERIODIC APPLICATIONS FOR PAYMENT 1. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 2. Payment - Application Times: The period of construction work to be covered by each Application for Payment is the period indicated in the Agreement. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 21 3. Payment- Application Forms: Use original 1992 editions of forms A.I.A. Document G702 "Application and Certificate for Payment ", and A.I.A. Document G703 "Continuation Sheets" for each copy in an application for payment. 4. Application Preparation: Complete every entry on the forms. Include notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. Use blue (or similar) ink in signing to distinguish original signatures from copies. The Architect will return incomplete applications without action. a) Entries on the forms are to match data on the Schedule of Values and the Construction Schedule. Provide updated schedules if revisions are made. b) Include amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. c) Prepare and submit three (3) completed, original application forms for each payment request, each with original signatures and notary seals. d) Do not use staples or other fasteners that perforate the pages. Keep appropriate sheets together with paper clips. WAIVERS AND LIEN RELEASES WITH PAYMENT REQUESTS: With each Application for Payment, submit a Conditional Waiver and Release Upon Payment (or Unconditional Waiver and Release) from each of the top 5 subcontractors with subcontracts exceeding $50,000, sub - subcontractors, and suppliers for the construction period covered by the application. 1. Submit waivers on each item for the amount requested, prior to deduction for retainage, on each item. 2. When an application shows completion of an item, submit a final, full, or unconditional waiver of lien. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: Submit waivers of lien on forms or letterhead stationary, executed in a manner acceptable to the Architect and the Owner. A.I.A. Document G706A "Contractor's Affidavit of Release of Liens" may be used, or use the form at the end of this Section. 5. Prepare and submit three (3) completed waivers of lien for each payment request, each with original signatures and notary seals, for each subcontractor to receive payment. 1160 Saxon Drive Tukwila, Washington 98188 95.074E Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 22 D. TRANSMITTING APPLICATIONS TO ARCHITECT: Submit the 3 signed and notarized originals of the payment application and lien waiver sets to the Architect, together with a letter of transmittal. Assemble sets with paper clips only, do not perforate pages with staples. 2. Send to the Architect using a method ensuring delivery within 24 hours. E. FINAL APPLICATION FOR PAYMENT: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: COSTCO WHOLESALE Gas Station Addition Attach a separate list of sub - contractors included in the application to receive payment, together with the specific amounts of payment requested for each sub- contractor. Use a method that provides evidence of mailing and a record of delivery. Bellevue Washington, the Architect's location, is served by the following couriers that offer proof of delivery records -- U.S. Postal Service Use "Express Mail" or "Certified Mail" with Return Receipt showing delivery. Federal Express Use "Proof of Performance" Service. Airborne Express Use "Proof of Delivery" Service. Similar services by United Parcel Service or other couriers. 4. Confirming Application Delivery: Make inquiries directly to the courier to confirm Application for Payment was received by the Architect. Do not call the Architect's office to confirm receipt of an Application for Payment. 1. Occupancy permits and similar approvals. 2. Warranties (guarantees) and maintenance agreements. 3. Test/adjust/balance records. 4. Maintenance instructions. 5. Meter readings. 6. Startup performance reports. 7. Changeover information related to Owner's occupancy, use, operation, and maintenance. 8. Final cleaning. 1160 Saxon Drive Tukwila, Washington 98188 95.07413 Permit Set 8/26/97 S ; • F. PAYMENTS BY OWNER: When applications for payment are made complete with lien waivers and releases and appropriate documentation described above, together with review and approval by the Architect, G. 01035 CONTRACT MODIFICATIONS A. CHANGE ORDER PROPOSAL REQUESTS COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 23 9. Application for reduction of retainage and consent of surety. 10. Advice on shifting insurance coverages. 11. Final progress photographs. 12. List of incomplete Work, including the defects and deficiencies listed at inspection, ( "Punch List" items), recognized as exceptions to Architect's Certificate of Substantial Completion. 13. Completion of Project close -out requirements. 14. Completion of items specified for completion after Substantial Completion. 15. Ensure that unsettled claims will be settled. 16. Ensure that incomplete Work is not accepted and will be completed without undue delay. 17. Transmittal of required Project construction records to the Owner. 18. Certified property survey. 19. Proof that taxes, fees, and similar obligations were paid. 20. Removal of temporary facilities and services. 21. Removal of surplus materials, rubbish, and similar elements. 22. Change of door locks to Owner's access. 1. Payment will be made by the Owner within 15 days of the Architect's receipt of the applications for payment. 2. Where payment is requested for work by an identified top 5 subcontractors, the Owner will issue a "Joint Check ", naming both the General Contractor and the Subcontractor as payees. 1 160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 24 B. ALLOWANCES C. CONSTRUCTION CHANGE DIRECTIVE COSTCO WHOLESALE Gas Station Addition 1. The Architect will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. a) Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change. b) Within seven (7) days of receipt of a proposal request, submit an estimate of cost necessary to execute the change to the Architect for the Owner's review. (1) Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Present survey data to the Architect to substantiate quantities using formats similar to the forms at the end of this section. (2) Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. (3) Include a statement indicating the effect the proposed change in the Work will have on the Contract Time. 2. Proposal Request Form: Use A.I.A. Document G709 for Change Order Proposal Requests. 1. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in- place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. a) Include installation costs in the purchase amount only where indicated as part of the allowance. b) When requested, prepare explanations and documentation to substantiate the margins claimed. 1. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on A.I.A. Form G714. The Construction Change Directive instructs the 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 01045 CUTTING AND PATCHING D. PREPARATION COSTCO WHOLESALE Gas Station Addition Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. a) The Construction Change Directive contains a complete description of the change in the Work. It also designates the method to be followed to determine change in the Contract Sum or Contract Time. 2. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. a) After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. CHANGE ORDER PROCEDURES 1. Upon the Owner's approval of a Proposal Request, the Contractor will prepare change orders for signatures of the Owner and the Architect using A.I.A. Form G701. A. GENERAL: Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. B. EXISTING WARRANTIES: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. C. EXECUTION: Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during execution of this work. 2. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. E. CLEANING: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, 1160 Saxon Drive Tukwila, Washington 98188 GAS STATION ADDITION SPECIFICATIONS Page 25 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 26 01300 • SUBMITTALS A. DESIGN /CONSTRUCT WORK: Submit shop drawings and engineering data in accordance with this Section and as specified in other Sections of this Specification. Clearly illustrate fully, the system function, materials, layout, and conformance with the design concept of the Contract Documents. B. SHOP DRAWINGS 1 Scale and Measurements: Make shop drawings accurately to a scale sufficiently large to show all pertinent aspects of the item(s) and its method on connection to the Work. D. SAMPLES COSTCO WHOLESALE Gas Station Addition conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. MANUFACTURER'S LITERATURE a) Types of Prints Required: Submit shop drawings in form of one reverse- reading sepia transparency of each sheet plus four (4) blueline prints of each sheet. Review comments will be shown on the sepia transparency and all bluelines. Two (2) blueline prints will be retained by the Architect and Engineer. The transparency and one (1) blueline print will be returned to the Contractor. The Contractor shall make and distribute copies as required for his purposes. b) Reproduced Owner's agent or engineer drawings will not be accepted. Shop drawings must be prepared by the Contractor or subcontractor. 1. Where contents of submitted literature from manufacturers includes data not pertinent to the submittals, clearly show which portions of the contents are being submitted for review. 2. Submit the number of copies which are required to b returned, plus three (3) copies which will be retained by the Architect and Engineer. 1. Provide samples or samples identical to the precise article proposed to be provided. Identify all items by manufacturer, item, color name and number, and location in the Work. 2. Number of Samples Required 1160 Saxon Drive Tukwila, Washington 98188 95.074B Permit Set 8/26/97 a) Unless otherwise specified, submit samples in the quantity which is required to be returned plus one (1), which will be retained by the Architect. b) By prearrangement in specific cases, a single sample may be submitted for review, and when favorable reviewed be installed in the Work at a location agreed upon by the Architect. E. COLORS AND PATTERNS: Unless the precise color and pattern is specifically called out in the contract Documents, and whenever a choice of color or pattern is available in the specified products, submit accurate color and pattern charts to the Architect for selection. F. CPM SCHEDULE: The Contractor shall furnish the Architect with a CPM schedule and bar graph for the project before the start of construction. The schedule will be updated weekly, and sent directly to the Owner and Architect for their review. G. IDENTIFICATION OF SUBMITTALS 1. Unless otherwise specified, make submittals in groups containing all associated items that assure that information is available for checking each item when it is received. a) Partial submittals may be rejected as not complying with the Contract. b) The Contractor is liable for delays due to partial submittals. c) Coordinate with governmental agencies and utilities requiring submittals for the proper number, format and content required for reviews by those agencies and utilities. H. TIMING OF SUBMITTALS COSTCO WHOLESALE Gas Station Addition 1. Make submittals within the time limits as required by the Contract Documents. 2. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary government and utility approvals, for possible revisions and resubmittals, and for placing orders and securing delivery. 3. When submittals have been rejected or returned for revisions, make all corrections and resubmittals immediately. Contractor is responsible for all time delays due to incomplete, incorrect and unacceptable submittals. I. ARCHITECT'S REVIEW 1. Review by The Architect and the Engineer does not relieve the Contractor from responsibility for error and omissions which may exist in the submitted data. 1160 Saxon Drive Tukwila, Washington 98188 GAS STATION ADDITION SPECIFICATIONS Page 27 95.0748 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 28 2. Revisions a) Make revisions directed or required by The Owner and the Engineer. b) If the Contractor considers the required revision to be a change, Contractor shall notify The Owner as required in the Contract Documents. GOVERNMENTAL REVIEW Make submittals in form and number as required, where review of shop drawings, specifications, manufacturer's literature, calculations, samples, etc. is required by those governmental agencies. 2. Submit approved record copies of all governmental agency- reviewed submittals to the Architect. 01400 QUALITY CONTROL A. RESPONSIBILITIES 1. Inspections by Public Officials: Contractor shall call for all inspections required by building officials having jurisdiction. Final payment to the Contractor will not be made until final inspection has been made, all items corrected, and an occupancy permit has been issued for the building. 2. Inspections by Independent Agencies: The inspection work as listed below shall be made by a testing laboratory selected by the Architect and approved by the building official. All tests shall be performed in accordance with the building code. Submit written reports of inspections and tests to the Architect, Structural Engineer, General Contractor, and building official. B. SUBMITTALS 1. Inspectors and testing laboratories shall submit written inspection and test result reports. 2. Inspectors and testing laboratories shall distribute copies of reports to: a) Architect b) Owner c) Contractor d) Engineer e) Building department or other authority having jurisdiction over the Work. C. QUALITY ASSURANCE COSTCO WHOLESALE Gas Station ,Addition 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 COSTS 5. Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor and paid for by the Contractor. E. CLIENT COORDINATION 1. General Requirements COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 29 Inspecting/testing laboratory shall have local authority's approval for special inspection work, if such approval is required by local authority. Testing, when required, shall conform with all pertinent codes and regulations, selected ASTM standards, and as otherwise specified. 3. Notices: Notify independent agency, building official, and Architect at least twenty- four (24) hours before work required inspection is started. 1. Owner: Costs for first inspections and tests by independent agencies of earthwork, concrete, masonry, and steel work will be paid by the Owner. 2. Contractor: Costs for inspections and tests by public officials shall be paid by the Contractor. 3. Costs for re- inspections and re- tests, and added costs for inspections and tests due to poor workmanship, non - compliance with the Contract Documents, late scheduling, cancellations, or ill -timed notices shall be paid by the Contractor. 4. When initial tests display non - compliance with the Contract Documents, the work of re- inspection or retesting shall be done by the same testing agency that perfomed the earlier tests. a) Attend all preconstruction and jobsite meetings. b) Review all drawings and specifications. c) Prepare written reports of test results on a timely basis. (1) Reference the job name, location, Architect and Project Manager's name, General Contractor and name of person preparing the report, printed legibly. (2) Type or write legibly the daily inspection reports describing the construction completed. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 30 COSTCO WHOLESALE Gas Station Addition (3) Send the reports, every week, to the Architect, Owner, Engineer , Contractor and local authority, if local authority requires copies. Notify Architect and Engineer by telephone or fax memo immediately, meaning on the day of discovery, of test results not meeting specified requirements. Notify Architect and Engineer by telephone or fax memo immediately, of deficiencies in construction. DETAILED REQUIREMENTS: The following inspections and tests shall be made by an independent agency as outlined below (paid by Owner) and the testing and inspection services outlined below include but are not limited to the following: 1. Soils Testing and Site Inspection 2. Asphalt Concrete 3. Building Construction and Materials Testing 4. Cast -In -Place Concrete 5. Reinforced Masonry 6. Structural Steel Bolting, Welding and Fireproofing 7. Pre - Engineered Metal Canopy 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A. GENERAL 1. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following: a) Building code requirements. b) Health and safety regulations. c) Utility company regulations. d) Police, fire department, and rescue squad rules. e) Environmental protection regulations. 1160 Saxon Drive Tukwila, Washington 98188 95.07413 Permit Set 8/26/97 f f. 1 . 4 �. ? B. MATERIALS c) For safety barriers, sidewalk bridges, and similar uses, provide minimum 5/8- inch -thick exterior plywood. 3. Water: Provide potable water approved by local health authorities. C. EQUIPMENT COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 31 2. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations," ANSI A10 Series standards for "Safety Requirements for Construction and Demolition ;" and NECA Electrical Design Library "Temporary Electrical Facilities." a) Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code." 3. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1. General: Provide new materials. If acceptable to the Architect, the Contractor may use undamaged, previously used materials in serviceable condition. Provide materials suitable for use intended. 2. Lumber and Plywood: Comply with requirements in Division 6 Section "Rough Carpentry." • a) For signs and directory boards, provide exterior -type, Grade B -B high - density concrete form overlay plywood of sizes and thicknesses indicated. b) For fences and vision barriers, provide minimum 3/8- inch -thick exterior plywood. 1. General: Provide new equipment. If acceptable to The Owner and the Architect, the Contractor may use undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended. 2. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered -glass enclosures where exposed to breakage. Provide exterior fixtures where exposed to moisture. 1 160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 32 D. EXECUTION E. TEMPORARY UTILITY INSTALLATION COSTCO WHOLESALE Gas Station Addition 3. Heating Units: Provide temporary heating units that have been tested and labeled by UL, FM, or another recognized trade association related to the type of fuel being consumed. Fire Extinguishers: Provide hand - carried, portable, UL- rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand - carried, portable, UL- rated, Class ABC, dry - chemical extinguishers or a combination of extinguishers of NFPA- recommended classes for the exposures. 1. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. 2: Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 1. General: Engage the appropriate local utility company to install temporary service or connect to existing service. Where company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with company recommendations. a) Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Architect. Neither the Owner nor Architect will accept cost or use charges as a basis of claims for Change Orders. 2. Water Service: Install water service and distribution piping of sizes and pressures adequate for construction until permanent water service is in use. a) Temporary Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, overload - protected disconnects, automatic ground -fault interrupters, and main distribution switch gear. 3. Temporary Lighting: When overhead floor or roof deck has been installed, provide temporary lighting with local switching. 4. Temporary Heat: Provide temporary heat required by construction activities for curing or drying of completed installations or for protection of installed construction from adverse effects of low temperatures or high humidity. Select safe equipment 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 33 that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce the ambient condition required and minimize consumption of energy. 5. Temporary Telephones: Provide temporary telephone service throughout the construction period for all personnel engaged in construction activities. Install telephone on a separate line for each temporary office and first -aid station. a) Separate Telephone Lines: Provide additional telephone lines for the following: (1) Where an office has more than 2 occupants, install a telephone for each additional occupant or pair of occupants. (2) Provide a dedicated telephone line for a fax machine in the field office. b) At each telephone, post a list of important telephone numbers. Sanitary facilities include temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures and facilities. Install where facilities will best serve the Project's needs. 7. Drinking -Water Facilities: Provide containerized, tap - dispenser, bottled -water drinking -water units, including paper supply. 8. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds, and similar facilities. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off -site in a lawful manner. a) Filter out excessive amounts of soil, construction debris, chemicals, oils, and similar contaminants that might clog sewers or pollute waterways before discharge. b) Connect temporary sewers to the municipal system, as directed by sewer department officials. c) Maintain temporary sewers and drainage facilities in a clean, sanitary condition. Following heavy use, restore normal conditions promptly. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 34 G. SECURITY OF OWNER AND AGENT'S PROPERTY H. SPECIAL REQUIREMENTS COSTCO WHOLESALE Gas Station Addition 9. Provide earthen embankments and similar barriers in and around excavations and subgrade construction, sufficient to prevent flooding by runoff of storm water from heavy rains. SUPPORT FACILITIES INSTALLATION 1. Locate field offices, storage sheds, and other temporary construction and support facilities for easy access. Maintain support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. 2. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. 3. Temporary Elevator Use: Refer to Division 14 Sections for elevators. 4. Project Identification and Temporary Signs: Prepare project identification and other signs of size indicated. Install signs where indicated to inform the public and persons seeking entrance to the Project. Support on posts or framing of preservative - treated wood or steel. Do not permit installation of unauthorized signs. a) Project Identification Signs: Engage an experienced sign painter to apply graphics. Comply with details indicated. Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Cover finished, permanent stairs with a protective covering of plywood or similar material so finishes will be undamaged at the time of acceptance. 1. Contractor shall not admit any person to Owner or agent's property who is not an employee of the Contractor. 2. Contractor shall not leave any security door, gate or opening unsecured at any time when such area is not directly attended. 1. Contractor shall be responsible for any or all damage to Owner property or property to others, which is caused by employees of the Contractor. Replacement or repairs shall be made at Contractor's expense and to the satisfaction of the Owner and others when applicable. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 2. Contractor agrees to initiate repair of any damage to Owner's property within two (2) work days of notification. Schedules permitting, Owner will provide Contractor five (5) work day lead time. 3. Contractor shall submit a written report as part of bidding, describing any visible unsatisfactory condition which is not properly covered by specifications that would preclude Contractor from performing the work in compliance with all building codes and regulations and in accordance with accepted methods of the trade. 4. Temporary Fire Protection: Until fire- protection needs are supplied by permanent facilities, install and maintain temporary fire- protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations." 5. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire- protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. 6. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. 01700 CONTRACT CLOSEOUT A. SUMMARY GAS STATION ADDITION SPECIFICATIONS Page 35 a) Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell. b) Store combustible materials in containers in fire -safe locations. c) Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire - protection.facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire- exposure areas. d) Provide supervision of welding operations, combustion -type temporary heating units, and similar sources of fire ignition. 1. This Section includes administrative and procedural requirements for contract close- out including, but not limited to, the following: COSTCO WHOLESALE 1160 Saxon Drive 95 -074B Gas Station Addition Tukwila, Washington 98188 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 36 COSTCO WHOLESALE Gas Station Addition a) Inspection procedures. b) Project record document submittal. c) Operation and maintenance manual submittal. d) Submittal of warranties. e) Final cleaning. 2. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. SUBSTANTIAL COMPLETION 1. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. a) In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. (1) Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. (2) If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. b) Advise the Owner of pending insurance changeover requirements. c) Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. d) Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. e) Submit record drawings, maintenance manuals, final project photographs, damage or settlement surveys, property surveys, and similar final record information. f) Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 37 Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. 2. Inspection Procedures: On receipt of a request for inspection, The Architect will either proceed with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. a) The Architect will repeat inspection when requested and assured that the Work is substantially complete. b) Results of the completed inspection will form the basis of requirements for final acceptance. C. CLEAN UP: Contractor shall, during the progress and at conclusion of work, remove all waste, dirt and debris resulting from the work and dispose of at the Contractor's expense. D. FINAL ACCEPTANCE: Contractor shall permit Owner representative, consultants acting as agents for the Owner, building and safety inspector to inspect all work while in process and at conclusion. COSTCO WHOLESALE Gas Station Addition 1. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. a) Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. b) Submit an updated final statement, accounting for final additional changes to the Contract Sum. c) Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, endorsed and dated by the Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance and shall be endorsed and dated by the Architect. d) Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion or when the Owner took possession of and assumed responsibility for corresponding elements of the Work. e) Submit consent of surety to final payment. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 38 g) E. RECORD DOCUMENT SUBMITTALS ( "As Built Drawings ") COSTCO WHOLESALE Gas Station Addition f) Submit a final liquidated damages settlement statement. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 1. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire- resistant location. Provide access to record documents for the Architect's and the Owner's reference during normal working hours. 2. Record Drawings: Maintain a clean, undamaged set of reproducible mylar sepia prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross - reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. a) Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. b) Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. c) Note related change -order numbers where applicable. d) Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, dates, and other identification on the cover of each set. e) Submit one set of blueline prints to The Architect for review and approval. Upon approval, provide The Owner with one set of mylar sepia prints and four sets of blueline prints. 3. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Furnish four (4) complete sets. Bind properly indexed data in individual, heavy -duty, 2 -inch, 3 -ring, vinyl- covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: a) Emergency instructions. b) Spare parts list. 1160 Saxon Drive Tukwila, Washington 98188 95.07413 Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition c) Copies of warranties and bonds d) Wiring diagrams. e) Recommended "turn- around" cycles. f) . Inspection procedures. g) Shop Drawings and Product Data. h). Fixture tamping schedule. CLOSEOUT PROCEDURES GAS STATION ADDITION SPECIFICATIONS Page 39 Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: a) Tank installation certification (Xerxes package). b) Legible copy of all permits and approvals from governmental agencies c) Maintenance manuals. d) Record documents. e) Spare parts and materials. f) . Tools. g) Lubricants. h) Fuels. i) Identification systems. j) Control sequences. k) Hazards. 1) Cleaning. m) Warranties and bonds. n) Maintenance agreements and similar continuing commitments. 2. As part of instruction for operating equipment, demonstrate the following procedures: G. FINAL CLEANING a) Startup. b) Shutdown. c) Emergency operations. d) Noise and vibration adjustments. e) Safety procedures. f) Economy and efficiency adjustments. g) Effective energy utilization. 1. General: The General Conditions require general cleaning during construction. Regular site cleaning is included in Division 1 Section "Construction Facilities and Temporary Controls." 1160 Saxon Drive Tukwila, Washington 98188 95.074E Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 40 2. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 01740 WARRANTIES A. GENERAL COSTCO WHOLESALE Gas Station Addition a) Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. (1) Remove labels that are not permanent labels. (2) Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. ( (4) Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. (5) Clean exposed exterior and interior hard - surfaced finishes to a dust - free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even - textured surface. 1. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. 2. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. a) Refer to the General Conditions for terms of the Contractor's period for correction of the Work. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 . COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 41 Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 4. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction. 5. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. 6. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. a) Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. b) Where the Contract Documents require a special warranty, or similar commitment, the Owner reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 8. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion, submit written warranties upon request of the Architect. 9. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 42 DIVISION 2 execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution. a) Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. 10. Bind warranties and bonds in the Operating and Maintenance Manuals in accordance with provisions described above. 02100 DEMOLITION AND EXCAVATION 02500 ASPHALT CONCRETE PAVING A. Paving Work: COSTCO WHOLESALE Gas Station Addition 2. Patch paving around all concrete work as shown on the drawings. 3. Remove lot striping as shown on drawings. 4. Restripe lot striping "damaged" during the construction project. 1160 Saxon Drive Tukwila, Washington 98188 SITEWORK A. Contractor is responsible for all demolition, excavations, removals and disposal of dirt/soil, spoils and debris as needed to complete the project; 1. Remove A. C. paving, landscaping, etc., as needed to perform the required work; 2. A backhoe, crane, truck or any other equipment that is leaking oil or any hydrocarbon fluid will not be allowed on the site. If a leak occurs in any equipment already on- site, the contractor will be responsible for all clean -up costs involved; and 3. A safe and proper ladder (or other acceptable means) must be on -site and used to access the tank top during the tank installation process. B. SHORING /GROUNDWATER CONDITIONS: Provide adequate systems to comply with State and local codes, as required by the weather conditions, and as required by the subsurface soil conditions. C. BACKFILL: Backfill of 90% compaction is required on the new tank hole and new piping trench backfill (no certification required). Backfill material to be clean Pea Gravel. 1. Patch A. C. yard paving with a four (4) inch minimum thick "hot mix" A. C. paving over eight (8) inch CBR base material. 95 -074B Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition 5. Stripe all modified lot areas as identified on approved plans. B. GRADING SEE DRAWINGS GAS STATION ADDITION SPECIFICATIONS Page 43 C. Unless otherwise noted, AC paved areas in which the surface is removed, broken, or damaged, or in which the ground has settled shall be resurfaced and brought to the original grade. Unless otherwise shown on the drawings, use the following minimum pavement sections -- 1. 41/2 inch min. asphalt concrete over 91/2 inch min. aggregate base material (or as shown on drawings). 2. Provide materials and placement in accordance with local government standard specifications. Use Type C -3/4 inch, single lift AC surfacing unless otherwise indicated on the drawings. D. Before resurfacing material is placed, pavement edges shall be trimmed back far enough to provide clean, solid faces and shall be free of any loose material. Trenches shall be saw cut 6 inches back from side of trench. E. Subgrade: The top 12 inches of subgrade under areas to be paved shall be scarified and compacted to 95% of the maximum density determined in accordance with ASTM D1557 / D698. F. AC pavement surfaces shall join existing at cut clean, primed, vertical surfaces. AC surface slope shall be minimum 2% and as shown to meet existing. Do not allow depressions which would hold water and sharp ridges or grade breaks. G. Provide AC paving in areas where planters are removed and around new concrete slabs and over trenches where existing AC has been removed. 02900 LANDSCAPING A. LANDSCAPE: Construct landscape planters as shown on approved plans and comparable to planters currently in place. Irrigation is to be installed and connected to the existing system. New plant material will be provided to achieve compliance with approved plans. B. Maintain positive slope for system drainage in irrigation system and retain room for servicing system. C. Repair and replace any landscape planters and plant materials damaged during construction. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 44 DIVISION 3 CONCRETE 03300 CAST IN PLACE CONCRETE A. CONCRETE WORK: 1. Furnish and install a 6" base of sand or pea gravel rock under all new concrete (tank slab, drive slabs, pump island, etc.). 2. Concrete tank slab 6" thick, reinforced with #4 bars on eighteen (18) inch centers both ways. Light broom finish — color - natural. B. Concrete pump island drive slabs — size (see site plan) 6" thick, reinforced with #4 bar on eighteen (18) inch centers both ways. Light broom finish — color — natural. C. New concrete canopy footings. (See structural drawings) D. New concrete pump island in steel island form — light broom finish — color — natural. E. The strength of the concrete mix is to be a six (6) sack mix and "2,500 psi" minimum. F. Seal all joints in the concrete' slabs with Burke "Sonolastic SL-1", SIKAFLEX -1 a (or equal) sealant. (Color — black) COSTCO WHOLESALE Gas Station Addition 1. Expansion joints are required where the tank slab or drive slabs abut other concrete structures or slabs. Construction joints are permitted. "Saw -cut" joints, (if used), MUST be cut into the concrete within 24 hours of the "concrete pour ". G. All concrete work is to be formed with wood, metal or other approved material when abutting A. C. paving, dirt or other non - permanent materials. H. Forms shall be new Douglas fir, construction grade or Douglas fir plywood, five ply, 5/8 inch, B -B plyform, class 1 exterior type with mill oiling treatment omitted. I. After concrete tank slab is complete, perform a "water- test" on the Pomeco manways. J. Comply with requirements of ACI for cast in place concrete. 1. Reinforcement: ASTM A615, grade 40. 2. Concrete: Ready mix, ASTM C94 a) Cement: ASTM C150, Type II. b) Aggregate: ASTM C33, Clean and dry. c) Water: Potable, clean. d) Curing Compound: Liquid membrane, ASTM C309, Type 1. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition e) Curing Sheet Material: ASTM C171 GAS STATION ADDITION SPECIFICATIONS Page 45 3. Batch and mix in accordance with ASTM C94. Mix concrete in quantity for immediate use. Do not re- temper or concrete which has begun to set. 4. Concrete shall be regular weight, 145 PFC. Minimum 28 -day compressive strength for slab on grade shall be 2,500 PSI. Maximum aggregate size shall be sharp 3 /4 inch (1" max) for regular- weight concrete. Maximum slump shall be 4 inches. 5. Forms shall be substantially built and of sufficient strength to produce finished concrete of the precise size, shape and location indicated. Finish shall be medium broom. Keep surfaces continuously damp for seven days. L. Defective concrete shall be repaired or replaced as directed at no additional expense to Costco Wholesale. 03400 PRECAST CONCRETE A. Pre -cast concrete deadmen shall be formed to size as noted on drawings. 1. Provide lifting lugs of minimum #4 rebar at 4' on center, minimum of 2 lugs. 2. Concrete shall be reinforced, minimum 2,500 PSI cracking or chipping of concrete shall be grounds for rejections. B. cable and cable clamps shall be installed to the down tank to deadmen as detailed or alternate eyebolt for strap hook shall be provided per detail on T sheet. DIVISION 4 04100 MORTAR A. General Requirements 1. Comply with ASTM C 270, C 780 or C 1142 for reinforced masonry. MASONRY 2. Use color as part of mortar appearance, add at a rate recommended by manufacturer of colorant, to get color selected by Architect. B. Components 1. Cement - Portland Cement conforming to ASTM C150 (type 1). One brand of uniform color. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 46 2. Lime - Conform to ASTM C207, minimum of 92% hydrated. 3. Aggregates - a) Mortar - conform to ASTM C144. b) Grout - conform to ASTM C404. Provide "fine" grout when so specified on Structural Drawings. 4. Water - Clean and free of deleterious substances (potable). 5. Proportions and Mixing - a) Setting Mortar Cement: ASTM C 270 or UBC Standard 24 -19 "Type S" C. GROUT b) Follow ASTM C 270 Proportion Specifications. Masonry cement not permitted. 1. Grout for hollow masonry unit cells, lintels and bond beams: ASTM C 476, observing "Grouting Limitations" described in the applicable building code. 2. Other locations: ASTM C 476, fine grout. D. ADMIXTURES: COSTCO WHOLESALE Gas Station Addition 1. Water - Repellent Admixture: Liquid water - repellent mortar admixture intended for use with CMU, containing integral water repellent by same manufacturer. Use one of the following -- a) "Dry-Block Mortar Admixture" by W.R. Grace, Grace Masonry Products, Cambridge, MA 02140, (617) 876 -1400, FAX: (617) 498 -4319. b) "Euco Integral Waterpeller" stearate water repellant by Euclid Chemical Co., Cleveland, OH 44110, (216) 531 -9222, FAX: (216) 531 -9596. 2. Colored Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars. a) True Tone Mortar Colors; Davis Colors. b) Centurion Pigments; Lafarge Corporation. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 47 c) SGS Mortar Colors; Solomon Grind -Chem Services, Inc. E. STORAGE OF MATERIAL: Store material in such a manner as to prevent deterioration or intrusion of foreign matter. Do not use material, which, in Architect's opinion, has become unsuitable. F. MEASURING AND MIXING COSTCO WHOLESALE Gas Station Addition 1. Measure ingredients accurately following recommendations of manufacturer. Mix in mechanical drum type mixer for minimum of 3 minutes until mortar is completely and uniformly mixed. DO NOT retemper mortar at the mixer. 2. Hand mixing permitted for small quantities only, and only with approval of the Architect. 3. Maintain workability and consistency of mortar on the board to produce easy working under the trowel. Discard mortar which has stood more than two hours after mixing. 4. DO NOT use mortar in which cement material has started to set. 5. Antifreeze compounds NOT PERMITTED in mortar. 04200 UNIT MASONRY A. SITE CONDITIONS 1. Wet Weather: Provide cover over work in progress that is exposed to weather. Maintain cover over finished work for 48 hours after completion. 2. Cold Weather: When outside air temperature is below 40 degrees F, or is expected to fall below freezing within 48 hours (U.S. Weather Bureau Forecast), comply with guidelines set forth in National Concrete Masonry Association (NCMA) TEK 3 -1A for cold weather construction. 3. Wind Bracing: Provide temporary bracing to prevent damage. Comply with guidelines set forth in NCMA TEK 3 -4 for bracing concrete masonry walls during construction. CONCRETE MASONRY UNITS 1. General Requirements for All Concrete Masonry Units a) Conform to ASTM C -90, Type I, moisture controlled units, 35% maximum moisture content. Provide units in the sizes and thicknesses shown on the Structural Drawings. 1 160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 48 COSTCO WHOLESALE Gas Station Addition See Structural Notes for allowable stresses, minimum cell dimensions, grades and strengths of steel reinforcing. Use Medium Weight, ASTM C -90 Grade "N ", meeting strength requirements noted in the structural drawings, with colors and face textures described below. Use integrally colored masonry units, with split faces as selected by the Architect. WALL REINFORCEMENT: See Structural Notes on drawings. PREFORMED EXPANSION JOINT AND CONTROL JOINTS: Dur -O -Wal "Rapid Joint Wide Flange" or Progress Unlimited "MVC -3 ", pre - molded filler, formed from rubber or PVC 80 Shore A hardness, minimum. Select in suitable size to fit the nominal face -to -face thickness of CMU units. E. ANCHORS: For bonding masonry partition to structure (unless indicated otherwise on drawings) bar 1/8 x 2 -inch minimum with ends turned up 2 inches; length 12 inches into concrete masonry units. Fasten to structure with: 1. %s x 6 -inch anchor bolt embedded in concrete. 2. '/s inch bolt in expansion shield. 3. '/s inch bolt in embedded insert. 4. Ties: All ties galvanized per ASTM A 153, Class B -3. a) Wire ties rectangular, 3/16 -inch minimum. b) Corrugated flat ties 20 -gauge steel, 7/8 -inch minimum width. 5. Inserts with Anchors: Malleable iron. F. FLEXIBLE FLASHINGS 1. Flexible, Self - Sealing Wall Flashing a) Install "Perm -a- Barrier" wall flashing manufactured by W.R. Grace & Co. where indicated on drawings. Flashing is a self - sealing, self - healing fully adhering, composite flexible flashing consisting of 32 mil thick pliable, adhesive rubberized asphalt compound, bonded completely to a polyethylene 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 A G. CLEANING SOLUTION: Comply with requirements of NCMA TEK Bulletin 2 -2. New masonry cleaners as manufactured by ProSoCo, Inc. (206)838 -4407. 1. Sure Klean No. 600 Detergent 2. Sure Klean Vana Trol. 3. Sure Klean No. 101 Lime Solvent. MASONRY INSTALLATION 1. Preparation and Examination b) Contractor is responsible for all damage to the work caused by freezing or other causes. I. INSTALLATION, GENERAL 1. Workmanship COSTCO WHOLESALE Gas Station Addition a) Examine conditions, with installer present, for compliance with requirements for installation tolerances and other specific conditions affecting performance of unit masonry. 2. Work in Place GAS STATION ADDITION SPECIFICATIONS Page 49 film producing an overall 40 mil thickness. Product comes with a silicone - coated release sheet to be removed immediately before installation. Surface where applied shall be treated with "Perm -a- Barrier" Surface Conditioner manufactured by W.R. Grace & Co. Use "Bituthene" Mastic, manufactured by W.R. Grace & Co., for sealing flashing membrane terminations and punctures. Inspect work in place, correct deficiencies before starting masonry work. Verify all grades and lines for dimensions indicated on drawings. Report variances to the Architect. c) Examine rough -in and built -in construction to verify actual locations before installation. a) Clean top surface of loose mortar and foreign material before commencing or resuming work. 1160 Saxon Drive 95 -074B Tukwila, Washington 98188 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 50 COSTCO WHOLESALE Gas Station Addition a). Comply with ACI 530.1 and NCMA TEK Bulletins. b) Conform with these following tolerances: 2. Coordination Variation from level: +/- 1/4 inch in 10 feet Bed joints +/- 1/2 inch maximum Top surface of bearing walls +/- 1/4 inch in 10 feet +/- 1/2 inch maximum Variation from plumb: +/- 1/4 inch in 10 feet +/- '/s inch maximum True to a line: +1- 1/4 inch in 10 feet +/- 3/8 inch in 20 feet + / -Vs inch maximum Alignment of columns and walls + / -' / inch for bearing walls (Bottom versus top) +/- 3/4 inch for non - bearing walls a) Obtain exact sizes of openings for ducts and pipes, etc.; properly build around same. b) Build -in work furnished by other trades as required. 3. CMU Erection: a) Lay out work in advance for accurate spacing of surface bond patterns with uniform joint widths and to accurately locate openings, movement -type joints, return, and offsets. b) Avoid the use of less than half size units at corners, and other locations, wherever possible. Form closures with stock specials. Leave no open ends exposed. 4. Lay exposed masonry in the bond pattern indicated on the drawings, or if not shown, lay in running bond with vertical joint in each course centered on units in courses above and below. Refer to NCMA TEK Bulletin 14. 5. Do not use chipped or cracked blocks. If such blocks are in a finished wall, promptly remove them and replace with new blocks. Broken units not permitted. Install dry masonry units only. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 M'ti.PIL�:U�kktr:R'A M. COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 51 6. Protect against freezing at least 72 hours (anti - freeze ingredients not permitted). Cover unfinished work at end of day with waterproof covering. 7. Take special care to keep exposed surfaces clean as work progresses. Clean up all excess mortar at walls prior to sealing and painting 8. Cutting a) Use stock specials wherever practical. b) Where cutting is necessary, cut units accurately with motor - driven high speed masonry saws to provide clean, sharp, un- chipped edges. c ) Dry-cut CMU whenever possible. Let wet -cut units dry thoroughly before installing. Jointing a) Maintain joint widths required, except for minor variations required to maintain bond alignment. b) If not indicated, lay walls with 3/8 inch bed and head joints. c) Cut mortar joints flush, then tool exposed joints slightly concave using a jointer larger than joint thickness, unless indicated otherwise. Tool head joints first. d) Do not use raked or struck joints. e) Masonry units below grade, strike mortar joints flush and grout all units solid, as indicated on the Structural Drawings. f) Cut, refill and retool all defective joints. J. REINFORCEMENT 1. Vertical Reinforcement a) Location and size of reinforcement as indicated on the Drawings. b) Completely clean out voids before grouting c) Grout in eight (8) foot lifts. Grout bars into vertical cells and pilasters, completely filling voids. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 if GAS STATION ADDITION SPECIFICATIONS Page 52 COSTCO WHOLESALE Gas Station Addition d) Mechanically vibrate for complete compaction. e) Lap bars 48 diameters, or as called out on the Structural Drawings. f) Extend vertical reinforcement into bond beams and lintels. Bond Beams a) Reinforce bond beams as indicated on the Structural Drawings. b) Lap bars 48 diameters, or as called out on the Structural Drawings. c) Grout bond beams rodding thoroughly to completely fill voids. Tolerances for Placing Reinforcement a) Tolerances for the place of steel: +/ -'/ inch when the distance from the centerline of steel to the opposite; face of masonry, d, is equal to 8 inches or less; +/- 1 inch for d equal to 24 inches or less but greater than 8 inches; +/- 1/4 inch for d greater than 24 inches. FLEXIBLE FLASHINGS 1. Precautions If it is necessary to move bars to avoid interference with other reinforcing steel, conduits or embedded items and bars are moved more than one bar diameter, or enough to exceed the specified tolerances, notify the Architect. Obtain acceptance of resulting arrangement of bars a) "Perm -a- Barrier" wall flashing and accessories are not design for use as a finished surface or in areas where they will be exposed to sunlight. b) Prevent contact with products containing fresh coal tar or coal tar pitch. c) Prevent contact with sealant products containing polysulfide polymers which are incompatible. 2. Preparation a) Remove all deleterious materials from surfaces to be flashed. Use "Perm -a- Barrier" surface conditioner on dirty, dusty surfaces and surfaces having irregular or rough texture. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 b) e) L. WEEP HOLES COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 53 Apply surface conditioner by spray, brush or roller at rate recommended by manufacturer. 3. Installation of Flashing: Install per manufacturer's recommendations and the following: a) Precut pieces of flexible flashing to easily handled lengths for each location. Remove release paper and position flashing carefully before placing it against the surface. When properly positioned, place against surface by pressing firmly into place by hand roller or blunt object, such as backside of utility knife. Fully adhere flashing to substrate to prevent water from migrating under flashing. Overlap adjacent pieces 2 inches and roll all overlaps with a steel hand roller to blunt object. Fully seal all overlaps to seal laps against leakage. Trim bottom edge 1 /2 inch back from exposed face of building. At heads and sill where flashing is indicated to be placed, turn up ends a minimum of 2 inches and make careful folds to form a pan, with the pan seams sealed with Bituthene mastic. Apply a bead or trowel coat of Bituthene mastic along top edge, seams, cuts and penetrations. Seal all penetrations through flashing with Bituthene mastic. 1. Provide weep holes at 32" on center for the first course at bottom of vertical joint and at the following locations: a) At wall base above foundation and grade beams. b) At all flexible flashings: (1) Space cord weeps 16 inches o.c. and extend vertically up face of flashing to within 1 inch of top edge. (2) Do not use permanent tube -type weeps. 1 160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 54 DIVISION 9 CLEANING 09900 PAINTING (3) B. COLOR SCHEME: COSTCO WHOLESALE Gas Station Addition At starting masonry courses where a face shell mortar bed is applied, ensure cord extends up face of both cells of block and vertically up face of flexible flashing to drain properly. 1. Allow mortar to cure for at least seven (7) days before cleaning. 2. After mortar has cured and all defective work is repaired, clean masonry using accepted cleaning solutions applied in accordance with manufacturer's instructions. 3. Protect adjacent materials from damage during cleaning. N. MISCELLANEOUS: Fill around penetrations and built -in items solid with mortar. Fill all other voids with mortar until flush. FINISHES A. PAINTING WORK: All items to be painted are to be cleaned and primed prior to a double color coat of paint. 1. No "holidays ", runs or matted finishes will be acceptable in the finish coat paint. 1. Pump island color: Gloss Black Sides, Blue (Sherwin - Williams "Lapis Lazuli" SW 1805) island ends. Paint entire exposed side faces. 2. Vent pipe — color — brown. 3. New canopy ceiling — color — off - white. 4. New canopy fascia — color — match building fascia. 5. New canopy columns — color — match building fascia. 6. Exterior conduits, etc. — color — match building. 7. Electrical Controller Enclosure — color — match building fascia. 8. Emergency shut -off switch box — color — red. . 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 DIVISION 10 GAS STATION ADDITION SPECIFICATIONS Page 55 9. Guard/bumper posts — color — Safety Yellow 10. Pomeco manway lids — do not paint. 11. Traffic control curbing - color - safety yellow. Contractor to clean all Pomeco manway lids before final acceptance. 10400 SIGNS AND DECALS SPECIALTIES A. SIGNS AND DECALS IN THIS WORK: Furnish and install all code required decals and signage in accordance with the sign quantities and location indicated on the drawings, and as required for a complete installation. B. SIGNS AND DECALS SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR: Install the following signs furnished by the Owner. See Drawings for sign contents, sizes, quantities and locations. DIVISION 13 SPECIAL CONSTRUCTION 13122 PRE - ENGINEERED CANOPY A. BUMPER POSTS 1. Furnish and install two (2) 4" bumper posts around transformer. 2. Furnish and install two (2) 4" round schedule 40 steel bumper posts for vent stack support. B. PUMP ISLAND CANOPY SYSTEM " 1. Furnish and install concrete footings for the Pump Island Canopy System. The Owner will supply and install the steel Pump Island Canopy System. a) The Canopy System was developed specifically for this project by Span Construction & Engineering Inc., under separate contract with the Owner. COSTCO WHOLESALE Gas Station Addition 1. "STOP" signs and "YIELD" signs conforming to local requirements for traffic control. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 56 COSTCO WHOLESALE Gas Station Addition b) Coordinate the exact concrete footing sizes, requirements, and locations with Span Construction & Engineering Inc., Madera California 93637, (209) 661 -1111, FAX (209) 673 -0600. Contact George Goddard. ELECTRICAL CONTROLLER ENCLOSURE Install the Electrical Controller Enclosure (also called `kiosk' or `data hut") supplied by the Owner and purchased from B. I. G. Enterprises, Inc., 9702 East Rush Street, South El Monte California 91733. Contact Dave King at (818) 448 -1449, FAX (818) 448 -3598. • GAS STATION ADDITION SPECIFICATIONS Page 57 B. EXCAVATION: COSTCO WHOLESALE Gas Station Addition 1. As a minimum, excavation shall have 18 inches clearance at sides and bottom, a minimum burial cover of 3 feet and a maximum cover of 5 feet. 2. As a minimum, a 12 inch bed of backfill material shall be placed in the excavation, level and smoothed. Before starting excavations, carefully examine the bid documents, the site, the Report of Geotechnical Investigation (Soils Report), and rely on local expertise to determine whether shoring and/or dewatering will be necessary. a) Where soils are unstable, provide an engineered excavation support and protection system, clear of permanent construction. b) Monitor the excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure excavation support and protection systems remain stable. c) Prevent surface water from entering excavations by grading, dikes, or other means. d) If ground water is encountered in the excavation, dewater by means which will ensure dry excavations and the preservation of the final lines and grades at bottoms of excavations. C. TANK INSTALLATION: Tanks shall be installed in compliance with requirements in the manufacturer's installation instructions. 1. Installer Qualifications: Furnish to the Architect, prior to starting work -- a) Proof or certification that the tank installer has been trained and is authorized by the tank manufacturer to install fluid containment vessels of this type. b) Proof of license as a tank installer, for fluid containment vessels of this type. 2. When lifting or moving tanks, always use adequate sized equipment and lifting lugs and use a spreader bar. Each tank shall have minimum of two lifting lugs. 3. A builder's /surveyor's transit/level or equivalent is required at the tank "set" to determine the "slope" of the new tank (provided by contractor). 4. Protect tanks against abrasion from sharp objects; impact damage from improper storage, transport, laying or backfilling. Protect steel pipe and fittings against 1160 Saxon Drive 95 -074B Tukwila, Washington 98188 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 58 COSTCO WHOLESALE Gas Station Addition damage to the protective coating or wrapping. Protect tanks from prolonged exposure to ultra violet light. 5. During installation maintain factory applied pressure or vacuum on the tank annular space. Prior to installing tanks, perform agency required air test. BACKFILL: Approved backfill materials: Pea Gravel: A clean, naturally rounded aggregate with'/. inch minimum and a 3/8 maximum diameter. Up to 3% particles may pass through a #8 sieve. 2. Approved materials shall be dry and comply with ASTM C33 paragraph 9.I for quality and soundness. In wet hole installations, pump hole continuously and provide geotextiles filter fabric lining at bottom and sides of excavation, MIRAFI 140N or approved equal. SUMPS 1. For tank fill sump, secure sump riser to containment collar (which is furnished with tanks) as recommended by sump manufacturer. 2. Penetrations to tank fill sump shall be sealed using method recommended by sump manufacturer. 3. Water test sump for four hours after penetrations have been sealed to verify water tightness. Check for seepage; if none, remove water using a had pump and install sump monitoring probe. F. EMERGENCY PROVISIONS: The underground storage tanks, product piping, and dispensers shall be equipped With "state of the art" leak detection, tank status, and other safety system monitoring which have remote annunciation and alarms) located inside the main store building. All alarms and monitors will be grouped together at a location where continuous staff attention, acknowledgment, and response can be provided. In addition, the Costco Wholesale warehouse alarms are tied directly to a central station monitoring service. The fuel facility fire and leak alarms will be included in this 24 hour surveillance. This would be of particular value if an emergency situation were to occur when the store is closed. 1160 Saxon Drive Tukwila, Washington 98188 95 -07413 Permit Set 8/26/97 i i f DIVISION 15 15490 LIOUID FUEL HANDLING EOUIPMENT A. PIPING WORK GAS STATION ADDITION SPECIFICATIONS Page 59 MECHANICAL 1. Furnish and install all double wall Environ Geoflex II product supply, fiberglass vapor return, and Environ Geoflex II vent piping. All piping shall be Environ or A. O. Smith Fiberglass or equal. See notes on the drawings. 2. Furnish and install all water piping for the new landscaping and future air /water reel. Air and water piping to be %" copper tubing. Landscape piping to be PVC pipe. Provide isolation ball valves at the POC. B. FLEXIBLE PIPING INSTALLATION: Flexible Piping shall be installed in compliance with requirements in the manufacturer's installation instructions. 1. Installer Qualifications: Furnish to the Architect, prior to starting work -- a) Proof or certification that the Flexible Piping installer has been trained and is authorized by the Flexible Piping manufacturer to install piping systems of this type. b) Proof of license as a Flexible Piping installer, for piping systems of this type. C. RISERS AND ASSOCIATED PIPING 1. Underground steel portions of pipe and risers, including one located in sumps, shall be wrapped with two layers of Calipico, Polyken 940. Scotchwrap 50 (10 mil. Tape) or approved equal, 2 inches wide with %z inch spiral lap. 2. Connections to tank risers shall be flexible connectors. No direct connections allowed. D. FUEL PIPING 1. Comply with the following requirements: a) American Petroleum Institute (API) standards for double wall tank installations. b) Materials, fabrication and testing shall conform to standards of NEMP,. IEEE, NFPA, UL, and USAIA. c) National electrical code, NFPA 70. COSTCO WHOLESALE 1160 Saxon Drive 95 -0748 Gas Station Addition Tukwila, Washington 98188 Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 60 d) NFPA 30 and 31. 2. Requirements of local authorities. 3. Local fire and Health Departments. 15491 FLEXIBLE PIPING A. Provide "Environ Geoflex II ", flexible inner primary pipe contained within a flexible outer containment pipe. 1. Where flexible piping is not visible or accessible from the aboveground surface, piping shall be continuous, without fittings or piping connections for either the primary or secondary containment pipes. 2. Flexible piping shall provide watertight containment of the tanks, piping, and it's associated fittings, the shear valve assembly located below each ground fuel dispenser unit. 3. Flexible piping shall be made of non - corrosive materials, or if metallic, metals shall be isolated from corrosion causing elements. B. Design and manufacture Outer Secondary containment system to have sufficient strength to withstand the maximum underground burial loads. Test in accordance with AASHTO M294. C. Flexible piping system shall be capable of withstanding liquid pressure five (5) times greater than the designed operating pressures. D. Outer secondary containment system shall undergo an air pressure hold test (3 to 5 psi) after installation and before the final backfill. E. Flexible inner primary piping system shall be subject to 60 psi air pressure hold test prior to final backfill. F. Design of secondary containment system shall permit any lean in the primary piping system to flow from its source to a surface access containment chamber which can be fitted with an electronic leak detection system. 15492 FIBERGLASS PIPING A. Protect fiberglass pipe against abrasion from sharp or hard objects; impact damage from improper storage, transport, laying or backfilling. Inspect pipe for damage prior to using in the piping system. Protect piping from prolonged exposure to ultraviolet light. COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 ca COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 61 1. Primary and secondary pipe and fittings shall be UL approved, nonmetallic, 100% alcohol and methanol compatible, for underground piping of petroleum products. 2. The primary pipe shall have bell and spigot or threaded and bonded joints. Secondary piping shall have flanged and bolted joints. C.I.B.A. dualoy 3,000 piping system, A. O. Smith Red thread II for Petroleum products. Cut fiberglass pipe with a fine- toothed hacksaw blade or an abrasive wheel on a circular power saw. Use a saw guide or wrap around to ensure a square cut end. Cut pipe end must be within 1/8 inch of square. Tapering and reaming: Cut fiberglass pipe ends shall be tapered using standard tools available from the pipe manufacturer. Protect pipe during tapering to prevent damage to the pipe. The finish taper shall be smooth, clean and free from surface defects. The length of taper for 2 inch diameter is 1 -5/8 inches and for 3 inch diameter pipe is 1 -3/4 inches. For other size pipe consult pipe manufacturer's instructions. 5. Fiberglass pipe surfaces to be bonded shall be cleaned with solvent as supplied by pipe manufacturer. If tapered section is wet or moist, dry with propane torch; do not overheat or burn the pipe. If temperature is below 60 degrees Fahrenheit, warm tapered surfaces with propane torch; do not overheat or burn the pipe or fitting. Bell and spigot joints shall be made up with epoxy adhesive as recommended by the pipe manufacturer. Adhesive shall be mixed thoroughly in accordance with manufacturer's instructions and shall be applied to both surfaces. Insert the spigot into the bell using a slight turning motion (one half turn to a full turn is necessary) and push. Apply pressure until mechanical lock is achieved. Back axial pressure should be maintained on previously assembled joints to reduce the chance of separation. 6. Fiberglass pipe adhesive shall be as recommended by pipe manufacturer. B. Install fiberglass piping in accordance with manufacturer's requirements; do not intermix fiberglass piping systems. C. FIBERGLASS PIPING INSTALLATION: Fiberglass Piping shall be installed in compliance with requirements in the manufacturer's installation instructions. 1. Installer Qualifications: Furnish to the Architect, prior to starting work -- a) Proof or certification that the Fiberglass Piping installer has been trained and is authorized by the Fiberglass Piping manufacturer to install piping systems of this type. 1160 Saxon Drive Tukwila, Washington 98188 95.074E Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 62 15493 STEEL PIPING b) Proof of license as a Fiberglass Piping installer, for piping systems of this type. A. Protect steel pipe and fittings against damage to the protective coating/wrapping. 1. Galvanized for gasoline, schedule 40 (ASTM A -120) steel pipe with 150 pound malleable iron fittings. Do not use standard couplings normally furnished with the pipe. Pipe Wrapping: Underground steel portions of pipe and risers shall be wrapped with two layers of Polyken 940, Scotch Wrap 50 (10 Mil. Tape) or approved equal, 2 inches wide with 1/2 spiral lap. B. Cut steel pipe with a hand or power operated pipe cutter, as in normal fitting practice, steel pipe ends shall be reamed. C. Threaded joints shall be reamed and have clean cut, intact threads, made up with non - hardening joining compound insoluble in petroleum products. 1. Joint compounds shall be Gilbarco Rectorseal, Permatex 57 or equal, non - hardening, fuel resistant. 2. Interior surface of pipes and fitting shall be free from dirt, scale, metal, fiberglass particles, etc. before connecting. D. Fuel piping shall be pitched upward continuously from tank connection a minimum of 1/8 inch per foot; 1/8" to 1/4" per foot for product, vent, and return piping. Traps or sags will not be permitted. Group piping and locate as shown on the plans. Lines shall be laid straight, using fittings for directional and elevation changes. 1. Do not support sloped pipe with foreign objects, such as scraps of wood, pipe, etc. where piping passes through existing materials, gasket with resilient materials. 2. For bedding of piping runs and backfill of pipe trenches, refer to other portions of these specifications. E. Fiberglass to steel pipe connections. Fiberglas threaded -end adapters are to be threaded into the steel pipe or fitting before bonding onto the fiberglass pipe. F. Flexible connectors for connection of product, vapor return, and vent piping at tanks shall be used. 1160 Saxon Drive Tukwila, Washington 98188 9$ -074B Permit Set 8/26/97 w-� a•. G. All lines shall be located as shown on the building drawing and shall grade down to tank. Identify lines with brass engraved tags at both ends. H. BEDDING AND BACKFILL PIPING b) Approved materials shall be dry and comply with ASTM C33, paragraph 9.1 for quality and soundness. I. PIPING TERMINATION SUMP 1. Piping shall terminate in 200 MIL. Thick fiberglass sumps. 2. Seal penetrations in sumps with bulkheads per sump manufacturer's recommendations. 3. See test #5 for sump test. 15495 GASOLINE DISPENSERS A. Install the new Gilbarco Advantage 3 +0 Uni -Hose dispensers complete with hoses, nozzles, retractors, breakaways, etc. B. Install the new dispenser pans complete with flexible entry boots. C. Calibrate the new dispensers prior to the final job walk. 15499 TANK AND PIPE TESTING A. TANK AND PIPING TEST WORK: Test all piping per responsible governmental agencies. COSTCO WHOLESALE Gas Station Addition 1. A 4 inch minimum bed of backfill material is to be placed in piping trenches. Smooth, compact, and slope bedding material to allow a �V4 inch per foot fall toward the tanks. In extreme conditions, 1/8 inch per foot may be used if approved by Costco Wholesale. 2. Piping shall be placed on prepared bed in such a manner as to minimize points at which one pipe may cross over another pipe. At points where pipe must crossover, a minimum of 11/2 pipe diameters shall separate the pipes. 3. Approved Backfill Materials: a) Pea Gravel: A clean, naturally rounded aggregate with a 3/8 inch maximum diameter. Up to 3% of the particles mayy pass through #8 sieve. 1160 Saxon Drive Tukwila, Washington 98188 GAS STATION ADDITION SPECIFICATIONS Page 63 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 64 D. E. F. COSTCO WHOLESALE Gas Station Addition 1. The "new" tank will be delivered with an eight (8) to ten (10) inch mercury vacuum on the interstice. Provide ladder or other acceptable access into and out of the tankhole, after backfill to the top of the tank, until all piping tests are accepted. 3. A "5 psi" air test will be performed on the primary tank ( "bleed over" to the secondary tank) during the primary piping test. 4. Tank sumps are to be tested with water — one (1) inch above the highest penetration or joint. Test to be performed during the primary piping test. B. Perform the necessary local air pollution control jurisdiction having authority, vapor recovery blockage testing required prior to the post construction job walk. Perform weights and measures testing following initial start-up. Furnish precision tank and line testing. Calibrate the "new" dispensers prior to the final job walk. Coordinate the tank and piping tests with the Costco Wholesale Project Manager. G. Final Inspection 1. Provide personnel and equipment necessary to obtain final inspections from all needed governmental agencies. Coordinate final inspection with the Costco Wholesale Project Manager. 2. Provide as built plans as required by public agencies. (A. E. Schmidt Environmental, Inc.) a) TEST #1: Primary pipe shall be air pressure tested at 75 PSIG for one hour. Joints shall be soaped with #7006 Southbend leak detector, Amway Lochigh soap or equal using a garden type hand pump sprayer, isolate pipes from tank. Remove extractable elements and insert EMCO Wheaton #491723 test plugs. b) TEST #2: Secondary piping shall be air pressure tested at 5 PSIG for one hour and soaped as noted in test #1. Air pressure shall be maintained until after backfilling operations are completed. c) TEST #3: When required by local code, perform a 5 PSI test on the system. Cap primary product, return or vapor and vent lines, pressure system for a half hour minimum at 5 PSI, soap all joints. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 , d) TEST #4: Prior to placing finish yard materials, conduct a state certified precision leak test (Horner E -Z check or approved equal) of the entire system. Test should be conducted using fuel. No staking, probing or boring allowed after test. COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 65 TEST #5: Water test sump for four hours after penetrations have been sealed to verify water tightness. Check for SEEPAGE. If none, remove water using hand pump and install leak detector. Pour pea gravel backfilling around sump. TEST #6: Perform a line block and drop test as follows: (1) 16050 BASIC ELECTRICAL MATERIALS & METHODS A liquid blockage test of all vapor piping from each dispenser to its underground tank to insure adequate line slope and liquid drainage. (2) A pressure drip versus flow rate test from nozzle to its associated underground tank. (3) A pressure decay /leak test of each product's vapor control system including nozzles and underground tanks, where required by local • authorities. DIVISION 1 ELECTRICAL A. Furnish and install all electrical conduits, wires, boxes, seal off, etc. (provide explosion proof fittings as required) for installing all equipment and hardware specified in this scope of work. 1. Conduit to be extended to the landscaped area adjacent to main entry drive for future air pump hook up. 2. All underground and exterior of building conduit to be galvanized rigid. B. Veeder Root TLS 350R monitor wiring is to be pulled as continuous wiring (no splices) from the connection of the sump sensors, and probes to the monitor console. NO EXCEPTIONS. C. Furnish and install the new electrical sub -panel and transfer switch for the fueling facility. D. See site plan for location of the new electrical sub - panel, transfer switch, Veeder Root TLS 350R monitor panel and the existing electric service panel. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 66 E. Install the new Auto Gas Fuel Controller System. Manufacturers representative to provide start-up and training. COSTCO WHOLESALE Gas Station Addition 1. Install Gilbarco 3+0 Uni -Hose dispensers on fuel islands. Provide separate breaker for each dispenser to allow display shut -down during non - operating hours. 2. Furnish and install emergency shut -off switches and shut -off switch signs at each fueling station. F. Furnish and install new canopy lighting. Lighting circuit is to be in the new sub - panel. G. Install the Remote Transmitter and Receiver for the Wireless Video system. H. Conduits for the canopy lighting are to be hidden in all cases. (On roof of canopy, not the ceiling, and inside the canopy column, not on the column exterior.) I. Identify the circuit used for the "fuel facility sub - panel" in the electric service panel. Identify /mark on the inside cover of the sub -panel the electric service panel identification and circuit number. Letters to be 1/4" high minimum. 1. Identify the sub -panel and each circuit therein. 2. Contact the local telephone company: Arrange the installation five (5) phone lines and one (1) lease line into the Electrical Controller Enclosure, and arrange for two (2) additional telephone lines into the warehouse, to the Membership Desk area. J. Work shall conform to the following codes: 1. National electrical code, as adopted. NEC article 514 will be adhered to with specific attention to 514 -8 underground wiring, exception No. 2. Uniform building code, as adopted. 3. Occupational safety and health act (OSHA) standards. 4. Uniform fire code. 5. City and County codes as applicable. K. Electrical materials used on this project shall be new and free from defects and shall conform where applicable, to the following standards, unless otherwise noted. 1. NEMA- National Electrical Manufacturers Association. 1160 Saxon Drive Tukwila, Washington 98188 95.074B Permit Set 8/26/97 COSTCO WHOLESALE Gas Station Addition GAS STATION ADDITION SPECIFICATIONS Page 67 2. ANSI- American National Standards Institute. 3. UL- Underwriters Laboratories, Inc. The extent of the electrical work includes but is not limited to the following items: 1. Provide receptacle outlets, pull boxes, switches, wire, circuits, anchors and sleeves, additional materials and accessories as required for a complete functioning installations. Install owner furnished TLS -350 panel, sensors and probes. Breakers: Voltage as required. Manufacturer shall be the same as the panel board or switchboard in which they are mounted. If two or three pole breakers occur in the panels, they shall be common trip units. Single pole breakers with tie -bar between handles will not be quick -break operating mechanisms with trip -free feature to prevent contacts in the circuit. Trip position of the breakers shall be clearly indicated by movement of the operating handles to the center position. 4. Rigid Steel Conduit: Comply with underwriter's laboratories UL -6 specification, ANSI C80.1 and federal specification WW -0581 or latest revisions. Hot dip galvanized on the exterior. Zinc or enamel on the interior. Couplings, lockouts, and other fittings shall galvanized, waterproof and threaded type only. 5. Outlet Boxes: Galvanized steel where exposed to moisture laden atmosphere shall be cast screw hub type with gasketed weatherproof covers. Boxes for vapor proof or explosion proof applications shall be designed specifically for such use. a) Where applicable, pull boxes and cabinets shall be prefabricated concrete type; Christy concrete products, brooks or equal. Boxes shall have standard brass holdown bolts and hardware. Boxes located in paved areas or the areas over which vehicles normally may travel shall have traffic covers. Relays for pumps shall be heavy duty type safety switches as manufactured by G. E., Westinghouse, Cutler- Hammer, Gould, or Square -D. Furnish with enclosure suitable for application. Provide fused type where indicated or required by code. Motor starters shall be disconnect type complete with three overload relays and enclosure suitable for application, G. E., Westinghouse, Cutler- Hammer, Gould or Square -D. c) Conductors: Unless specifically noted otherwise herein, conductors for general wiring shall be a minimum of 98% conductivity, stranded, soft drawn copper, no. 10 and smaller shall be 600 volt, type THWN. 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 68 COSTCO WHOLESALE Gas Station Addition d) Connections: #8 and smaller; pre - insulated spring type connectors. Threaded or crimp types will not be accepted. Use Scotchlock, Hydent, T &B ;or equal. Terminals for stranded conductors No. 8 and smaller shall be a pre - insulated crimp type. Lugs and connectors for conductors No. 6 and larger shall be compression types of one piece tubular construction with flat rectangular tongues. Two hole lugs shall be compression types larger. Fittings for copper conductors shall be tin - plated copper. Cast resin kits shall be Scotchlock sealing packs for wire size to #10 and Scotchlock kits for larger splices as recommended by 3M company. e) Grounding and Bonding: The entire electrical system shall form a continuous metallic electrical conductor from service point to every outlet and shall be grounded by connection to the main service ground. Electrical systems, supports, control equipment, motor frames and utilization apparatus shall be permanently and effectively grounded. Conduit Application: Minimum size of conduit shall be 1/2 inch. In no case shall the conduit size be smaller than that shown on the drawings. Boxes installed indoors or imbedded in concrete shall be galvanized steel type. Boxes installed exposed or outdoors shall be galvanized under slab shall be separated by at least one inch in cases where two or more conduits are installed in a common concrete encasement, they shall be separated by at least three inches. Conduit shall be securely fastened in place so that absolutely no shifting will occur during placing of concrete encasement. Joints in conduit installed in concrete or exposed to weather shall be liquid and gas tight. Conduit Location: Exposed conduit shall be neatly installed parallel to or at right angles to the structural members. Exposed conduit stubbing up through the floor into the bottom of exposed panels, cabinets or equipment shall be lined up, properly spaced and shall be straight and plumb. Conduits shall be installed at sufficient depth below the floor to eliminate any part of the bend above. Maintain 12 inches separation between power and intercommunication cables. Conduit shall be kept at least 6 inches from the covering on hot water pipes and 18 inches from the covering on flues and breaching. h) Conduit Support: Conduit shall be supported at intervals not exceeding 10 feet, wit a support not more than 3 feet from the outlet and at any point where it changes direction. Conduit placed against concrete or masonry above ground shall be fastened to the concrete with pipe straps or one -screw conduit clamps attached to the concrete by means of expansion anchors and screws. Expanders, shields and bolts shall be such that the proof test load will not be less than four times the actual working load. 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 • r l j ) 16700 VIDEO AND INTERCOM SYSTEM COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 GAS STATION ADDITION SPECIFICATIONS Page 69 Conduit bends, other than factory ells, shall gave a radius of not less than ten times the internal diameter of the conduit. Conduit Protection: Cap conduit during construction by means of manufactured seals. Swab out conduit before putting in wire. 6. Pulling: No oil, grease or similar substances shall be used to facilitate the pulling in of conductors. Use a UL approved wire pulling compound. No wire or cable shall be pulled in until construction which might damage insulation or fill conduit with foreign materials is completed. Wire shall be pulled into conduits with care to prevent damage to insulation. Use basket pulling grips to avoid slipping of insulation on conductors. Nylon rope in conduits other than steel. a) Connections: Conductors No. 8 and smaller shall be terminated of appropriate size where connected to screw type lugs. Joints, splices and taps in dry locations for conductors No. 8 and smaller shall be made with twist -on connectors. Suitable size for the number and gage of the conductors. Furnish and install proper lugs in panel every cable. Where paralleled conductors or conductors of large sizes are to terminate on a breaker, a short length of copper cable (of capacity of the breaker) shall be connected to the breaker, and the proper compression type lug installed to connect this cable to the feeder cable. The cutting of cable strands to fit the breaker will not be permitted. Copper to aluminum connections of bus bars and lugs shall be made using Bellenille washers and flat washers to compensate for differing rates of thermal expansion. Only crimping tools approved by the manufacturer of the terminals of lugs shall be used. Non insulated lugs and wire ends shall be insulated with layers of plastic tape equal to insulation of wire, with irregular surfaces properly padded with insulation putty prior to application of tape. Splices in underground pull boxes or in other areas subject to moisture shall be provided with cast iron resin kits. Prepare splices as specified before resin kits are applied. b) Systems shall be test free from short circuits and grounds and be free from mechanical and electrical defects. Circuits shall be tested for the proper neutral connection and rotation of motors. Where tests indicate faulty installation or other defects, they shall be located, repaired and retested. M. Contact the local electrical power utility. Arrange for, coordinate, and schedule installation of new primary power service to the Gas Station Electrical Controller Enclosure as indicated on the drawings. A. Furnish and install new video and intercom system. Use a system with two (2) cameras mounted on the canopy, one 4 -way screen located on the membership area and a direct dial 95 -074B Permit Set 8/26/97 GAS STATION ADDITION SPECIFICATIONS Page 70 COSTCO WHOLESALE Gas Station Addition hand set intercom phone located on the center canopy column communicating to a phone located in the membership area. 1. The system must communicate via a transmitter mounted on the canopy and a receiver mounted on the warehouse. Use a Video and Intercom. System developed for this project by: SAECO INTERNATIONAL Tony Cadavid 1122 East Chevy Chase Drive Unit B Glendale, CA 91205 (818) 547 -1090 (818) 241 -2691 FAX 3. Arrange for Video And Intercom System Supplier to provide start-up and training. 16900 ELECTRONIC MONITORING SYSTEM A. MONITOR SYSTEM INSTALLATION: Install the new Veeder Root TLS 350R monitor console in the Electrical Controller Enclosure. Personnel installing the Veeder Root TLS 350 monitor system must be "Certified Level 1 Installer" by Veeder -Root Environmental Products Company. 1. Refer to latest issue of Veeder Root installation instruction prior to starting work. B. TLS 350 R PROGRAMMING PROTOCOL FOR THE FUEL FACILITIES. The following information is recommended for basic programming to enable Costco Wholesale to achieve continuity for each of the fuel locations. 1. Set up Mode System Language Systems Units Date Time English United States Station Header #1 Warehouse plus three digit Station Header #2 Address Station Header #3 'City, State, Zip Code Station Header #4 Phone Number Shift Time #1 Start Time 6 :00 a.m. Shift Time #2 Start Time 9:30 p.m. System Security Jack has this information 2. In Tank Set Up Date for Fluid Containment Tanks. Tank Diameter 120 Inches 1160 Saxon Drive Tukwila, Washington 98188 95 -07413 Permit Set 8/26/97 • • COSTCO WHOLESALE Gas Station Addition Product Label Tank (1) Unleaded 87A Tank (2) Unleaded 87 Tank (3) Super Unleaded 92 Coefficients 000700 Tank Diameter 120" Tank Profile 20 Points Full Volume 19703 19547 (84 ") 19018 (78 ") 18276 (72 ") 17377 (66 ") 16357 (60 ") (I14 ") (108 ") (102 ") ( ") ( ") Float Size Water Warning High Water Limit Overfill Limit Maximum Volume Limit High Level Limit Delivery Limit Low Level Limit Leak Alarm Limit Sudden Loss Limit Tank Tilt Lack Min. Annual Delivery Report Delay Time GAS STATION ADDITION SPECIFICATIONS Page 71 15239 (54 ") 8896 (24 ") 2865 14047 (48 ") 7596 (18 ") 1896 12799 (42 ") 6326 (12 ") 1085 11513 (36 ") 5101 (6 ") 411 10207 (30 ") 3941 4.0 Inches 2.0 Inches 3.0 Inches 90% 97% 95% 20% 2,000 Gallon 8 25 See Calculation Chart 80% 3 Minutes 3. In Tank Leak Test Set Up Data Leak Test Method All Tanks Leak Test Frequency Monthly -Week 1 Day- Sunday Leak Test Start Time 10:30 p.m. Leak Test Rate 0.2 GPH Test Duration 6 Hrs. 4. Liquid Sensor Set Up Data Use 87 -1 Unleaded To Identify First Unleaded Tank Use 87 -2 Unleaded to Identify Second Unleaded Tank Use 92 -3 Super Unleaded To Identify Super Unleaded Tank 5. Verbage for Tank Sensor's Fill = Fill Sump - Use Tank Identify for Location of which Tank. Annular = Annular space - Use Tank Identify for Location of which Tank. Turbine = STP Space - Use Tank Identify for Location of which Tank. For Dispenser Pans 1160 Saxon Drive Tukwila, Washington 98188 95 -074B Permit Set 8/26/97 Example on 6 Dispenser's Identify as Dispenser Pan 1+2 Dispenser Pan 3+4 Dispenser Pan 5+6 Dispenser Pan 7+8 Dispenser Pan 9+10 Dispenser Pan 11+12 Alarm Conditions Horn and Siren only for in tank alarms as follows: High Water All Tanks Overfill All Tanks High Level All Tanks Probe Out All Tanks • Water Warning All Tanks • Max Level All Tanks a) Sensor Alarm Conditions for Shut Down Horn and Siren. b) Tank Alarm for that tank to shut down that particular product. c) Alarm conditions for dispenser pans shut down all tanks program all sensors. d) For fuel, open, short and water to shut down. END OF TECHNICAL SPECIFICATIONS , • COSTCO WHOLESALE Gas Station Addition 1160 Saxon Drive Tukwila, Washington 98188 95-074B Permit Sc t 8/26/97 ACTIVITY NUMBER PROJECT NAME PARTMENT: $ j DIVISION El PUBIC WORKS X N a -c 5 7 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS • REVIEWERS INITIAL wit PLAIVRE flow* / ROUTING L D97 -0295 COSTCO GASOLINE 0 N FDRg PREVENTION ST$V ❑ NOT COMPLETE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) El REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE DATE 2 -17 -98 DUE DATE 2 -19 -98 NOT APPLICABLE ❑ DUE DATE 3 -5 -98 (Certi&adon of occupancy required. V-emor PWTNDIG DIVISION a cs q PERMIT COORDIN DUE DATE ACTIVITY NUMBER D97 -0295 PROJECT NAME DEPARTMENT: BUILDING DIVISION 110 FIRE PREVENTION E PLANNING DIVISION' PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS 1 00.Q.A TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED [ ROUTED BY STAFF nl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVE) W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C: RO UTE -F PLAN REVIEW / ROUTING a SLIP NOT COMPLETE A91* NOT APPLICABLE 0 5 N rt f vucfrujt? Vt.Ui €) ;ash . \l DATE DATE DATE NOT DUE DATE 2 -17 -98 2 -19 -98 DUE DATE 3 -5 -98 ' APPROVED (attach comments) U DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) Viol 1 COMPLETE COMMENTS REVIEWERS INITIAL APPROVED n REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVTEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAIL DEPARTMENT: BUILDING DMSION T PUBLIC WORKS L D97 -0295 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED Er ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) 17 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DIVISION 0 STRUCTURAL n PERMIT COORDINATOR Q DUE DATE NOT COMPLETE El • NOT APPLICABLE, DATE Z / /q DATE DATE 2 -19 -98 1 DUE DATE 3 -5 -98 • APPROVED W/ CONDITIONS n. NOT APPROVED (attach comments) Q a CORRECTION DETERMINATION: DUE DATE NOT APPROVED (attach comments) 0 (Cerdficacoa of occupancy required. ) DEPARTMENT: BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING,. SLIP ACTIVITY NUMBER D97 -0295 PROJECT NAME DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS FIRE PREVENTION C PLANNING DIVISION STRUCTURAL n PERMIT COORDINATOR a TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) LF 2¢V( o v S APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL Amen CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F V�4 APPROVED W/ CONDITIONS DATE DATE 2 -17 -98 DUE DATE 2 -19 -98 NOT APPLICABLE 0 DUE DATE 3 -5 -98 • NOT APPROVED (attach comments) Q DATE /oCJ (l 8 DUE DATE NOT APPROVED (attach comments) 0 (Certificadoa of occupancy required. ) Wh itt nn:.e.r.,....... ....._ _.... ....,.,.,,.— .wr..xw.wa�.w.w�.wa ia.K.rw� COMPLETE n COMMENTS ' ROUTED BY STAFF n REVIEWERS INITIAL APPROVED REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION T PUBLIC WORKS • D97 -0295 COSTCO GASOLINE FIRE PREVENTION E STRUCTURAL n DE'1'ERMrNATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /TUURS ROUTING: PLEASE ROUTE fl (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS �. CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS DATE DATE REVISION NOIJ PLANNING DIVISION PERMIT COORDINATOR 0 DUE DATE 2 -19 -98 NOT APPLICABLE DATE 2 -17 -98 NO FURTHER REVIEW REQUIRED DATE G /�/ G� 6 DUE DATE 3 -5 -98 • NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Certificadou of occupancy rcqulted. ) 4 rweil..44..,Anse,oggx va,—yaimmt-tz. • COMPLETE El COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE-F 41/711 CaO(Ct PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION Et PUBLIC WORKS 1:2r 1. 624 . 214 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: • ,Vh0.;`•?/.. ACTIVITY NUMBER • DA MOIR PROJECT NAME Caerkel 350br) • FER6 P4EVENTIGN 0 STALTCTURAL DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE NIA NOT COMPLETE E:1 TUES/THURS ROUTING: PLEASE ROUTE 0 NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF EI (If routed by staff, make copy to master file & enterSierra.) DATE ve PO NG DIVIS5N COORD ATOR NOT APPLICABLE El APPROVED fl APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) fl DATE DUE DATE _frflAtP_ DUE DATE APPROVED fl APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) 111 REVIEWERS INITIAL DATE (Certification of occupancy required. ,.• ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION l e FIRE PREVENTION C PLANNING DIVISION. 0 PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE NIA COMPLETE n NOT COMPLETE El NOT APPLICABLE Ei COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING. SLIP -40 • a REVIEWERS INITIAL :,(! APPROVALS OR CORRECTIONS: (ten days) DUE DATE /*AP_ APPROVED n APPROVED W/ CONDTTIONS NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: DATE i 1 'v DATE �/ y erg APPROVED W/ CONDITIONS I--� NOT APPROVED (attach comments) 0 DATE DA DUE DATE (Cerdficadon of occupancy required. ) 1 1 t nnxw.m:u54us0-14c1i0myxi4 atrl�m'rsaY.+u :wtx a. a rXca:, mxe.�aarrtr ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS IMTIAL C:ROUTE -F PLAN REVIEW / ROUTING. SLIP FIRE NTION PLANNING DMSION : 0 STRUCTURAL PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE N /4 COMPLETE n NOT COMPLETE n NOT APPLICABLE E COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 135AR APPROVED n APPROVED W/ CONDITIONS O. NOT APPROVED (attach comments) 0 DATE !asy+vswazatrFNIFaPV MI. 4 DUE DATE APPROVED 1 1 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Q DATE (Certification of occupancy required. ) ua IN•li r4 : ,...wr. ».resvr�Kro DEPARTMENT: BUILDING DIVISION PUBLIC WORKS (kMYXSMe44.1.1 'XRkY1NpN. PLAN REVIEW / ROUTING. SLIP 0 ACTIVITY NUMB acis ER � DA PROJECT NAME 6e50 I I1Ii FIRE PREVENTION C PLANNING DIVISION in STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DETERMINATION OF COINPLETENESS: (T,Th) DUE DATE N f COMPLETE n NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS TUES /TI3URS ROUTING: PLEASE ROUTE 17 NO FURTHER REVIEW REQUIRED Q ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n REVIEWERS INITIAL V C CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL APPROVED W/ CONDITIONS DATE rnhnw.mx�t C DUE DATE 135AP__ APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ❑ DATE / ( 7 DATE 1 DUE DATE NOT APPROVED (attach comments) ❑ (Certifi adon of occupancy requited. ) ACTIVITY NUMBER PROJECT NAME �I DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE N f 4 COMPLETE f NOT COMPLETE El NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF REVIEWERS INITIAL 2 APPROVALS OR CORRECTIONS: (ten days) DUE DATE _ APPROVED 1 REVIEWERS INITIAL r CORRECTION DETERMINATION: APPROVED 17 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F D9'7- oa95 DATE DATE PLAN REVIEW / ROUTING. SLIP (If routed by staff, make copy to master file & enter Sierra.) APPROVED W/ CONDITIONS ISIC NOT APPROVED (attach comments) 0 DATE 2-5- 98 eas. FIRE PREVENTION El PLANNING DIVISION 0 STRUCTURAL n PERMIT COORDINATOR Q DATE Wg*/14 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy rcquind. ) 4 PUBLIC ORKS W REVIEWERS INITIAL REVIEWERS INITIAL PeriniF PLAAr TTRE I W / ACTIVITY NUMBER D97 -0295 PROJECT NAME DEPARTMENT: BUILDING DMSION DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: lit V.GlankL'3'12: icv . E PREVENTION �, van ((n�� �` DIVISION I L;1 A ' ❑ P TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE DATE MI 1 1 APPROVED n APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE -F DATE 1 -15 -98 DUE DATE 1 -20 -98 NOT APPLICABLE ❑ DUE DATE 2 -3 -98 ' DUE DATE (Certification of occupancy required. ) 1 3 PROJECT NAME REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0295 DEPARTMENT: BUILDING DIVISION 11 FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL n PERMIT COORDINATOR 0 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El • NOT COMPLETE El COMMENTS APPROVALS OR CORRECTIONS: (ten days) DATE DATE DATE 1 -15 -98 DUE DATE 1 -20 -98 NOT APPLICABLE \, S /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) 1 DUE DATE 2 -3 -98 ' APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) 0 CORRECTION D TERMINATION: DUE DATE APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE ZA- !8 (Certification of occupancy required. r t 4a ec . ,, 1 PROJECT NAME COMPLETE n COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0295 DETERMINATION OF COMPLETENESS: (T,Th) ROUTED BY STAFF 11 (If routed by staff, snake copy to master file & enter Sierra.) CORRECTION DETERMINATION: APPROVED Q APPROVED W/ CONDITIONS DATE DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION • PLANNING DIVISION Q PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Q 4 NOT COMPLETE Q NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQU .1 DA TE 1 C1 REVIEWERS INITIAL DATE DATE 1 -15 -98 DUE DATE 1 -20 -98 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2 -3 -98 APPROVED ( I APPROVED W/ CONDITIONS Q. NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. 1 ACTIVITY NUMBER PROJECT NAME REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP APPROVED El REVIEWERS INITIAL X a.. C:ROUTE -F D97 -0295 DATE 1 -15 -98 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS DATE DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS EJ STRUCTURAL Ej PERMIT COORDINATOR ❑ 1 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1 -20 -98 COMPLETE n NOT COMPLETE ED NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED El r RE VIEWERS INITIAL DATE DUE DATE 2 -3 -98 ' APPROVED W/ CONDITIONS. NOT APPROVED (attach comments) Ay Sips o/t. s 7W c c ago e GdS / 12 tra. i 2_ a e -Nn(�,.<G DATE 2 . ?( FS ROW 6 r DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 1 ACTIVITY NUMBER PROJECT NAME COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL eve- .nwrti.irtdew,meCV. n c.,∎• rwrvowsv awT! iamWNvit •14P4w•Z•il•ti'kCH!." sK' 44.1 K4 N• ttliist; 9YYetli iiirs4..:33Mii4!hR3YMY•5kM1f.. PLAN REVIEW / ROUTING SLIP D97 -0295 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION lj PLANNING DIVISION 0 PUBLIC WORKS 111, STRUCTURAL E PERMIT COORDINATOR Q 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Cn NOT COMPLETE El NOT APPLICABLE Ei TUES /THURS ROUTING: PLEASE ROUTE gi NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF rn (If routed by staff, make copy to master file & enter Sierra.) P^' DATE 1 2i0 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2 -3 -98 APPROVED n APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) 17,5if cil CORRECTION DETERMINATION: DATE I I 2 h/ (? DATE DUE DATE 1 -20 -98 DUE DATE DATE 1 -15 -98 APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) C1 (Certification of occupancy required. ) • K ?,�;t : �:Yll:Jir`+r:�.L;:..r.. ru,: x.. °: d:C:,t,:, . .. ,.... 'r ?� ,:!Rr7:: ..,.. , .,.. .. �.�ke . •d ..n, ..._ ... J� i.;{> 4 �,}±,.. ��C , s'',,..J<'t., „J`::.... «�.,;; �'., >�'4!` "::'7Y :•.kj i,. 4s.. ACS!: F; ^•Y.!f�rt[•;...;A.!Wt!><s2 -trr, .c eFnzw.a zr.. cxe�v ,'+.�Yit•;rtcw.G.Ce��oUC�` ". w;:•t "J'� PARTMENT: C� ING DIVISION M FIRE PREVENTION p UBLI � OR STR uRAL 9 ❑ r i�t� N ►=�- DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE p COMMENTS REVIEWERS INITIAL CORRECTION DETERNINATION: APPROVED p REVIEWERS INITIAL C:ROUTE -F DATE DATE Pgi4 Cco6 COPf PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1 m % DA TE oq PROJECT NAME Cott= COI�KI* ` RO f - efNl0n P I DINAT0 DUE DATE NOT APPLICABLE p i�•a0�9'1 TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy co master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12. y. q7 APPROVED n APPROVED W/ CONDITION NOT APPROVED (attach comments) p Coc ( ec+(on Later" 1 ' ?wit INITIAL DATE jeap DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 4 C:ROUTE -F ACTIVITY NUMBER PROJECT NAME DEPARTMENT: REVIEWERS INITIAL APPROVED R EVIEWERS INITIAL q7oas DETERMINATION OF COYIPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) DATE DATE • • PLAN REVIEW / ROUTING SLIP DATE '' * i BUILDING DIVISION a FIRE PREVENTION PLANNING DIVISION EJ PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 0 DUE DATE 11 ° 90 I ' j COMPLETE NOT COMPLETE NOT APPLICABLE 0 COMMENTS • DUE DATE 1Z y APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DUE DATE APPROVED WI CONDITIONS p NOT APPROVED (attach comments) Q (Certification of occupancy required. ) TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED C, ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL • • 4 DATE 2 4 5 - 7 CORRECTION DETERMINATION: 7 COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS ri Dq� -04a95 t 9 DETERMJNATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) FIRE PREVENTION PLANNING DIVISION STRUCTURAL n PERMIT COORDINATOR Q COMPLETE n NOT COMPLETE • NOT APPLICABLE 0 TUES /TEURS ROUTING: PLEASE ROUTE Ej NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) gale( dC/ c7 is -c7 1 1 7P DATE f 1 dO - 97 APPROVED n APPROVED WI CONDITIONS E NOT APPROVED (attach comments) Q DATE CORRECTION DETERMINATION: APPROVED r APPROVED W/ CONDITIONS DATE • (Cerdficadott of occupancy required. DATE IHILL I DUE DATE 11°90 4 97 DUE DATE 1 y 1 17 DUE DATE NOT APPROVED (attach comments) Q ACTIVITY NUMBER q 1 Oa q5 DATE PROJECT NAME Cpsito Cactsolined. Peuttifon 4 1 DEPARTMENT: BUILDING DIVISION ❑� FIRE PREVENTION ❑ PLANNING DIVISION • PUBLIC WORKS 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INTFIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL V CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP STRUCTURAL ❑ PERMIT COORDINATOR ❑ DATE DATE DUE DATE 11•90 NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED ❑ DATE I ^Zi /Za(( 7 DUE DATE 12.. y 7 APPROVED I f APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach commeats t DUE DATE NOT APPROVED (attach comments) ❑❑ (C:rdt"turioa of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER oq 1 em oa c s DATE�Q-� PROJECT NAME REVIEWERS INITIAL REVIEWERS TM'IZAL G,aoh �ne- Reuttgeft � *1 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION L---! PLANNING DIVISION 0 PUBLIC WORKS II STRUCTURAL PERMIT COORDINATOR Q t 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLE it, Q NOT APPLICABLE 0 COMMENTS TUES /TSURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) cer CORRECTION DETER INATION: APPROVED l l APPROVED W/ CONDITIONS DATE APPROVED Q APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DATE DATE 1/060•7 DUE DATE 11 DUE DATE 12. q7 (Certification of occupancy required. DUE DATE NOT APPROVED (attach comments) Q ��;n:flYfti:t)" �w.»•,n�m.a,a ACTIVITY NUMBER PROJECT NAME TMENT: L r LIC WORKS pe (1'0 COMPLETE El COMMENTS REVIEWERS INITIAL Permi� Coord'nkor coiN PLAN REVIEW / ROUTING S D97 -0295 COSTCO GASOLINE $JC9 T7( q r- 4►Qlefl FIRE PREVENTION DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE 1 3 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/23/97 P 0 ptunn" APPROVED rn APPROVED W/ CONDIITIONS ❑ NOT APPROVED (attach comments) ILI Coffeoi 4.t4er ` ' I t0- 4'447. g p REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE 9/05/97 -6 non G DMSION ni PC1 LO'a- RMIT COORDINATO DUEDATE 9/09/97 NOT APPLICABLE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 1,s.A4 ' 5 , sib;,t.M 1 t m4Y4 ¢i ACTIVITY NUMBER D97 -0295 COMMENTS REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP PROJECT NAME COSTCO GASOLINE DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS LJ STRUCTURAL E PERMIT COORDINATOR Q 1 DETERMINATION OF COMPLETENESS: (T,Th) • NOT COMPLETE El ' NOT APPLICABLE EI TUES /TI URS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF - (If routed by staff, make copy to master file & c enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ ONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE � 18 �./ DATE DATE 9/05/97 DUE DATE 9/09/97 DUE DATE 9/23/97 NOT APPROVED (attach comments) El DATE 1/23717_ DUE DATE NOT APPROVED (attach comments) 0 (Certificadoa of occupancy required. ACTIVITY NUMBER D97 -0295 PROJECT NAME DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION PLANNING DIVISION �n PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR Q 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Ei NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F Blix.026:5 0. +q'4'l PLAN REVIEW / ROUTING SLIP COSTCO GASOLINE I k s 1 Pit. c 66ia o44 rte. DATE DATE DATE DATE 9/05/97 DUE DATE 9/09/97 NOT APPLICABLE �n DUE DATE 9/23/97• NOT APPROVED (attach comments) 0 00 4 7 DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0295 PROJECT NAME COSTCO GASOLINE DEPARTMENT: BUILDING DMSION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE RI NOT COMPLETE p NOT APPLICABLE p COMMENTS TUES /THU ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL Va. DATE P/9/77 APPROVALS OR CORRECTIONS: (ten days) APPROVED 11 APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) REVIEWERS INITIAL DATE 1 o 2 / 7 CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C :ROUTE -F PLAN REVIEW / ROUTING SLIP FIRE PREVENTION n PLANNING DIVISION STRUCTURAL p PERMIT COORDINATOR p APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE DUE DATE • DATE 9/05/97 DUEDATE 9/09/97 9/23/97• DUE DATE (Certification of occupancy required. ) �i; r COMMENTS REVIEWERS INITIAL APPROVED El REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0295 PROJECT NAME COSTCO GASOLINE DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS . STRUCTURAL El PERMIT COORDINATOR 0 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE El NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE VI NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF EI (If routed by staff, make copy to master file & enter Sierra.) cJ APPROVALS OR CORRECTIONS: (ten days) DATE 1 1 APPROVED W/ CONDITIONS . NOT APPROVED (attach comments), REVIEWERS INITIAL Ce?_/ DATE CORRECTION DETERMINATION: DUE DATE APPROVED I 1 APPROVED W/ CONDITIONS DATE DUE DATE 9/09/97 DUE DATE 9/23/97• DATE 9/05/97 NOT APPROVED (attach comments) 0 (Cerdfiadoe of occupancy required. ) TO: City of Tukwila DATE: 5/27/98 ATTN: Vernon Umetsu JOB #: 95 -074b ADDRESS: 6300 Southcenter Blvd. RE: Costco Gasoline Suite 100 Tukwila, WA Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane 0 M64:1 tt otiw3Si #,,,,,:"'tttg,Jifl3'„ 31,':i *S!W.i',C'+'�S'' ?7 ^•r'�.: E .Dq� •o P a q S .:x PfIRT E RS H M ULV&lflY A R C H I T E C T S WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ® Prints ❑ Originals ❑ Disk THESE ARE TRANSMITTED as checked below: ® For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ❑ For review and comment REMARKS: Vernon, BY: ❑ Submittals ❑ Copy of Letter ❑ Proposal Request ❑ Courier ne Schinman ❑ Attached P. S. ❑ Shop Drawings ❑ Change Order ❑ Signed Contract CC: ❑ Resubmit ❑ Return ❑ Return ❑ Other 118 001SYS1PROJECTSICOSTC0195195 .0741Corresp1B4rancity. doc If enclosures are not as noted, kindly notify us at once. ❑ Under separate cover via TRANSMITTAL ❑ Pick -up ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Const. Drawings COPIES 1 DATE 5/26/98 NO. $42.00 DESCRIPTION Re- Inspection Fee copies for review copies for distribution corrected submittals As requested I am sending this check for a re- inspection of the lights at the Costco Gasoline Station. The shields have been installed on all four sides of each fixture and should have resolved the issue of glare. In response to the request for the video showing the fixtures prior to your inspection; it is my understanding that a video will not show a realistic picture of the fixtures in respect to glare. The video will capture and intensify the light thus showing a glare that may not exist. Please let me know if there is anything else that we can do to resolve this issue. Thank you. •1/ Ai 'lam. RECEIV G1AY-2- 24998 ED COMMUNITY DEVELOPMENT 11820 Northup Way, Suite E300 • Bellevue, WA 98005 • (206) 822 -0444 • Fax: (206) 822 -4129 TO: . 1) ( Ae‘r Cr -Catif "(44 ,i14 DATE: le-(w (F8 TITLE: P612.44 - r - co/wok-CT FROM : :. Vernon Umetsu COMPANY: TITLE: Assoc. Planner DEPT: DEPT: Community Development ......_....._....... �...«....:,.+:. �+ ww�. r++ o. ....tws,..+i�reee+�w.a�wgi.»w FAX TRANSMITTAL City of Tukwila Department of Community Development Fax Number: (206) 431 -3665 FAX NO 8 Total number of pages transmitted, including this cover sheet: 4 SENT BY (initials): l 1 , SUBJECT: . Co STCD CAS S7 Cti C.(GCfT COMMENTS/MESSAGE: PTc L,er7 For& iK SPG c nf C c(tm � ) 2L u -c6 <KSeecr<o.r. PEfcR7" 3 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: Dept. of Community Development - 6300 Southcenter Boulevard, Tukwila, WA 98188 - (206) 431 -3670 4. .. . : I tdr. .t• • Z 7'.,..e:4"t'S`..A4:1'f•Al'AV: ' 14 0 l',• . ...f .., ,:tji t$3***-eg::: 07 ..,..,. I -: - ...,..*,.k.„-:,..::,....., 4...4 • APR-16-99 09:0T ; 0. April 16, 1998 Vernon Umetsu, Tukwila Department of Public Works VIA FACSIMILE (206) 431-3665 Subject: Costco Gasoline Station 1160 Saxon Drive Tukwila, Washington 1L/plb ) T-926 P.02/02 Job-24T A.E. Schmidt Environmental Dear Mr. Umetsu, We have performed the shielding work on the canopy lights at the above referenced site as per instructions. We would now like to request inspection of the work and a refund of our $2,000.00 deposit. Thank you in advance for your prompt assistance in this matter, and please do not hesitate to call if we can be of any assistance. Sincerely, A chmidt E Project �i�$"7�C0 �' S V c R 7 3 A L +- (A ' r L ' %'1`` A 5 S c%fAnl Ce (=L 0 A -1 _ —_- Typ of inspectjon: �c./1CC C/f i SA G. _Y c.i.ciLQ, S - t)tscc .Ge /g C, HGf rsil Address: Address:/ /sr .Si Koo�C • called: Date if/ 6 6'8 a.m. 0.5 Special instructions: 1rse - cr - AF r sa _ C, Date wanted: 1>o, ./c � r .8 Reyues er `j , cel V 1 ", F21.1 ( , r0/1 (« (JG 7 COL..i &Jr Arf Phone No.: COMMENTS: �� 02' oes pe (.77 01,1. ,O p cA.,tco .- 1 4 - (G6 V c R 7 3 A L +- (A ' r L ' %'1`` A 5 S c%fAnl Ce (=L 0 A -1 _ —_- C 3 S 7 A c - oK_ Ten - Giln_[o_ i L. r_r -c_ -2Gr _Y c.i.ciLQ, S - t)tscc .Ge /g C, HGf rsil _ _A G444 a 7-0 _S &_ .A44 t( ('-f Ak _±-: At: ) ( coP /'p 4're int d =L6 /, s - ,'6 r otc, ffr • 6Z c9( ::s' c i a , vist a ce ' _14 - PC' 2:c ) r, -E5 friLcg . 7 . 0 Van" r - - ' ( .E j fe . /# C ,4 - A 5. d - V/ p E..." A S 1 r vft'ev E' c?LZ/f? F21.1 ( , r0/1 (« (JG 7 COL..i &Jr Arf (/` Se6C — orb L J 6 - T (/_. F' K a it) sal ldircexrrmy m.nr.x er e mcu)n11.64' C INSPECTION NO. INSPECTION RECORD I ?etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Inspector: (}14(.1)"7:r t'�t/1'lsa C/ Receipt No.: PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required priDr to approval. Dat 7 ::42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: z+sas►saarsrt od Plr 4 PL. s Z 131ST 33RD S. a a _ N N 4 ST. 1 PL. II O a. 123RD 125TH ST. 1 27TH ST. ST. PL. N O Riverton • - a Hospital ST. 6 U a. 134TH < 135TH 0 z N o, .? 150 I, 11 • • N HTS. H T ST. 0 Z Q • cn F - Z 4 a°� o M ■ S P.O. 158TH ST. S. 158TH 1 zz M M 1 67TH 168TH 189TH S co) er x ST. 136TH 1- ST. 137TH f4iverto? I Crest t I Cern. I 11 40T14 a 42N 0 cc a Q 0) 33RD 5 N ST. 1F 6TH co • ST: ST. State patrol S. a K M 128TH 130TH 141ST 142ND ST. Co > • > • CO H I— 0 N F O F- ST. S.151 ST ST. Q - - S. _t- o ST. ST. ui vI a 0 z N 139TH A a ling Atlanlowjii &idge 144,. 142ND ST. • Lib. ST. 13osr1 V I ail. co a 37TH x Q co S t- v ST. • . O cb I tr ST. O 7 > qt— x 1- 150 v 1' A 12511 -St O .4 < ST. ST. ST. S. 172ND PL. ST. C O , R cewr�y 131ST Q'v Ni 133RC �i l w o ws) ilk( O pgAgE��� 7vKwtcA iikrl•iow 4)) 13 KO — 4• vu OS'a'er. Golf u) 151ST S. 152ND ST.") a 15TH 0 z to 154 5 156TH ST. .�. 2 o t- Mc. . ); �< Hfs ° 78TH ' ST.��, a Crestview - - 161ST — � T y s t Medical x� r v . Center - 4 1 `� 162ND = ST. cd • 163RDII1 163RD • ST. <a a � E \. WY. n I m 164TH ST. ► _ ST .1' v v j - - -16 TH I 4 I 168TH1 ST. 5 S S.149TH "l ST. 1 150TH SI `` n S. 152ND 5 71:-941 I`r. AD 9 160TH C q ._. a . 'Pc/40E c'Pc/40E E a 0 a¢ t Links AR.Co ir O U) 0 T N T 6 - 0 rJBr t� F- z :;oj7N `567 ' - _ N . PT ark T1. 4 3E". 140TH rn l g•1'40T 2 9 • Q y • ST. � y — y z ,2ND 1 p o a = W A 7 S. 143Rp S cr I.- in a a a o S. S. 144TH ST. N ... = I I • = �t Z S. ibrary 151ST UPLAND DR. MIDLAND DR. TRILAND DR. �Z 24TH ST. ST t 31 T P1.. RAID 143RD P L " 143RD 144TH y 158TH S 160TH Q a 61ST,._ __-,_ S. S. S. 162ND ST. 164TH ujj McM Hts,P lc ark k.n N' ,,, u; . Library • S. a 0 cc MC 3 RD CKEN 170TH a_172ND -___ ST. HEIGHTS F. I S. °v 175TH 0 z N 176TH •9 177TH ST. 7 �a N 168TH ST. r. vi X7 > • 179TH ST. 4 1 . 1 - -J a. u, 4 x t- _I 11: • �1 PKW a) S S 1 39TH S7 154 TVKw ILA SOUTHCENTER VANS BLAC M BAK . 'ENTER to - BLVD. 153 3 W STRANDER MINKLE BLV ac ¢ > 0 0 z SAXON co s n. DR. < 0 S. S. 133RD ■ S P 71 1T. LAN ... Sr.,: 181 ▪ cr > -ST. a- DO tMoKE' 4 S. 14 H r RIVERT S. 15 CI 2 S - 152ND_N • a 154TH RIVEIkTON > N 126 TH j PL. 144TH TA GS e r ,. w I • ❑ COMall 8 .VO. • s , BLVD. T KW LA Bic.ntennial Park I U TRECK IN DR. DR, � Fir■ (: -1 Q , Q c— S tation : ':ip � Q. LLA 1... CORPORATE DR. <N, ▪ 0 Y CORPORATE DR. 6 cc q t0 a z 0 z 1' OF From: Date: RE: cc: Lancaster 0 1 ile:q:97 \costgas \I ites.doc Diane Schirunan, Project Architect Mulvanny Partnership Vernon Umetsu, Associate Planner April 6, 1998 '; D97-0295 (COSTCO Gas Station) MEMORANDUM Department of Community Development Steve Lancaster, Director This memorandum confirms our telephone conversation of this morning. I understand that: 1. COSTCO will install opaque shielding on the inside of all 12, under -canopy lights (this will achieve the effects of a "down lighting" fixture), 2. shielding will be located on the inside of the glass lens for the depth of the lens and 3. shielding will be emplaced without violating the manufacturer's instructions for a safe installation. The Planning Division determines that this level of effort reflects the limit of reasonable technical feasibility, given the existing light fixtures. The site lighting conditions of the building permit would be satisfied with this shielding. Please send photographs of the site at night from all four sides, to demonstrate shielding installation. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 4313665 • Diane Schinman Mulvanny Partnership Architects, P.S. 1'1820 Northup Way, Suite E300 Bellevue, WA 98005 Dear Diane:. Per your request, the following are the outstanding fees associated with Revision #1 for the Costco Gasoline project located at 1151 Saxon Drive, Tukwila. Plan Review Fee $ 126.00 Total $ 126.00 If you should have any questions, please feel free to contact myself at (206)431-3671 or Kelcie Peterson at (206)431-3672. Costco Gasoline - Permit No. D97-0295 Revision #1 Brenda Holt Permit Technician xc: Permit File No. D97-0295 • City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director • TRANSMITTED VIA FAX (425)822-4129 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 4313W 1. COPIES DATE NO. DESCRIPTION 4 2/12/98 JOB #: Addendum "A" for S -1 sheet signed and stamped by Eng. 4 2/12/98 RE: Revised S -1 showing Addendum "A" signed and stamped Suite 100 Tukwila, WA Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane TO: City of Tukwila DATE: 2/24/98 ATTN: Kelcie Peterson JOB #: 95 -074b ADDRESS: 6300 Southcenter Blvd. RE: Costco Gasoline Suite 100 Tukwila, WA Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane MULVAFthnY PfIRT1ERSHI p A R C H I T E C T S WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ❑ Prints ❑ Originals ❑ Disk ❑ Submittals ❑ Copy of Letter ❑ Proposal Request BY: Diane • Schinman 0 THESE ARE TRANSMITTED as checked below: ® For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ❑ For review and comment REMARKS: P. S. Attached Courier ❑ Shop Drawings ❑ Change Order ❑ Signed Contract ❑ Resubmit ❑ Return ❑ Return ❑ Other Kelcie, Please let me know if there is anything else you need. Thank you for all of your help. RECEIVED CITY OF TUKWILA FEB 2 4 1998 PERMIT CENTER CC: W3013 \SYSPROJECTS1C O STC O \95195 - 074 \Corresp\B- Trancity. doc If enclosures are not as noted, kindly notify us at once. ❑' Under separate cover via TRANSMITTAL ❑ Pick -up ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Const. Drawings copies for review copies for distribution corrected submittals 11820 Northup Way, Suite E300 • Bellevue, WA 98005 • (206) 822 -0444 ■ Fax: (206) 822 -4129 J REVISION SUBMITTAL DATE: i U PLAN CHECK/PERMIT NUMBER: D"I - I D q5 PROJECT NAME: (1 ) ir e PROJECT ADDRESS: l ) 5 1 EE)O CONTACT PERSON: W(1YI.P �iK I V\ Ma l& r REVISION SUMMARY: 1 '• 5/fruel- 64pr-es 5h;1)/371 6fcic(,eaGtg4 fi Prim m G9 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PHONE: Vii-ozact5 PE RECEIVED CITY OF TUKWILA ENTER no IF, CITY USE ONLY 3/19/96 COPIES DATE NO. DESCRIPTION 4 2/12/98 JOB #: Revised sets of plans 4 6300 Southcenter Blvd. RE: Revised Structural Calculations 1 2/13/98 Revision Submittal Sheet 1 2/13/98 Letter to City PHONE: 431 -3670 FROM: Diane TO: City of Tukwila DATE: 2/13/98 ATTN: Kelcie Peterson JOB #: 95 -074b ADDRESS: 6300 Southcenter Blvd. RE: Costco Gasoline Suite 100 Tukwila, WA Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane MULVfl1flY PflRT(fERSHIP A R C H I T E C T S WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ❑ Prints ❑ Originals ❑ Disk BY: Diane Schinman ® Submittals ❑ Copy of Letter ❑ Proposal Request THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ❑ For review and comment REMARKS: P. S. Attached. Courier ❑ Shop Drawings ❑ Change Order ❑ Signed Contract CC: ❑ Resubmit ❑ Return ❑ Return ❑ Other ❑ Under separate cover via ❑ Pick -up ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Const. Drawings copies for review copies for distribution corrected submittals TRANSMITTAL Kelcie, The following revisions were made at the request of our client, Costco Wholesale, based on their experience on recent completed Costco Gasoline sites. Thank you for all of your help. RECEIVED CITY OF TUKWILA FEB 1 3 1998 PERMIT CENTER 1180B1SYSIPROJECTSICOSTC0195195 -0741Correspl8- Trancity.doc NO If enclosures are not as noted, kindly notify us at once. 11820 Northup Way, Suite E300 ■ Bellevue, WA 98005 ■ (206) 822 -0444 ■ Fax: (206) 822 -4129 a ebruary 13,1 998 Removed air /water stub out. Refer to sheets L -1. Ms.`Kelcie J. Peterson, Permit Coordinator Department of Public Works :6300 Southcenter Boulevard, Suite #100. Tukwila, WA 98188 Re: Costco Gasoline 1151 Saxon Dr. Tukwila, WA MP# 95 -074B Permit Application Number: D97- 0295 S P. Dear Ms. Peterson, The client has made the following changes to our permitted project: 1 Enlarged the canopy from 28' x 80' to 32' x 88'. Refer to sheets A-1, A-2 and S -1. Also refer to the attached Addendum A, dated 2/1/12/98 fro n GMA, the structural engineer. 2 . Revised one dispenser to be handicap accessible. Refer to sheets C -1, C -2, A -1, and A -2. Please review these changes as soon as possible, we have started construction and do not want, to delay the project. If you need any further information, please contact our office. Thank you. Sincerely, MULV f1flY P41RTI1ERSHIP fiRCHITECTS P.S. lam+. Y PftRTT PERMIT CENTER RECEIVED CITY OF TUKWILA FEB 11 Diane Schinman Project Manager cc: Tim Anderson, Costco Wholesale, Inc. I1: \coslco 195195 - 074 \corresp \b- aIty4.doc �ftn "TS�I'd4AlrJ.At Jerry Quinn Lee • Mitchell Smith • Carol Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 D* oZiV REVISION N� ‘ 4 7 .441'44.A . • CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: Sekm.Nvy t Nets PLAN CHECK/PERMIT NUMBER: ID ck/- PROJECT NAME: Cos-rco cAOLt PROJECT ADDRESS: 1151 Stvi.ort CricAVE Tuve-Wm...A .A.14 ciatee CONTACT PERSON: \oon.a.. Vinvvirkv. PHONE: (425) 6,szk, REVISION SUMMARY: F%-eAsc sEE ATrA4■Aeb LeIreg.. C- I 14-1 ' SHEET NUMBER(S) C-2.. / A-% / N-2., A-3 A-Li I 1 1 At.I'D ADT:el..11>ovvvW PlEovv% "Cloud" or highlight all areas of revisions and date revisions. 6 v• , 1 ‘ - ke '% - n r -` .)441-317e AL el" it`i SUBMITTED TO: CITY USE ONLY 64TA g1 42. Amr •' t f• it I RFCFIVF11 PERMIT CENTER 0,401010. Wae) 5) 61/W, ‘; CITY OF TUKWILA FEB 11 1q98 Dii-cret5 REVISION N�19 rtfm4 1/2o/9 Gw\ rcip- - n4s iza;Es•-r) 641 `tc 3 Y (i t (=4-ir•-r• 5'-d) Z4 7 PhO FE-DrWi7 w/ (9) 5 Sticia ANID ( *5 1 -0 4 4-7 t GM 714-5 cot 1-6v-, ce44 m(.7 Lbmiz t&...dx 5 IC 1416.44. Fp‘D \N/ (II) 5 15‘ (1) P 1-C1-I& ragigito F.)-( caktitl.pit-0.1 CAW. 4A ti EW 1:?-44/1k161- At0444EP 9 Consulting Engineers • REVISION NOIL CITY OF TUIWIllik APPROVED MAR 0 2 1998 As Noi suiLDIF551\7156K RECEIVED CITY OF TUKWILA FEB 2 t 1998 PERMIT CENTER 14z997-019 bq 7- 0235 REVIEWED FOR CONFORMANCE 'WITH GENERALLY ACCEPTED ENGINEERING PRACTICE AND INDUSTRY STANDARDS. • wAs 'XPIRES 02/03/e0 FEB 1 6 198 GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169 OCTAL yawl • • • to NM� c w 1 M1r TWKn ....M T. V p.1 W l•. v.� Wa al v.r tr 0. P.P 10A. O m 71K•+f�K1 n � 1. ((I•.. owoW SI / w NoN III M•f1 P,arK4K1.K . .•..•• M M.•• �l9T . 111 • NM Wow. . .. .•'M w how lOiM ON P•.w. v. .ra Pr ••••••• wl • owl •.v. • iM IIN N If W 1..• 1.00••••••• laW w..li. •••• SECTION KAt1.•r •Io MOTION ICM1 • rr•rO 4 r.. ,.J SECTION Ic••■ • IN • tO r11Tp4 t RECEIVED Ia..,...,.,. a.•....1.ON•fo on Wow. S:1.«Ilo•I CITY OF TUKWILA goNAONN ••• Nut KLONOJ_INl • WOK., ■ Noe i e No M ' V.•••r.t •••••M 11.•aw N. arc SON ♦ m«.... oIN ..•I at NIM ••• wN .• 1734..• W • ..•Oresµ••a b.." Or INN ..0 I.tI war.•..dolo•.•• INCIONo.lu Mow I•.K ay .. • Ia MO NON. or 111•41.04 • n • • No NUNN MN. NIA Noo0o 10 ..• 1 MOAN *, N. •MM ., Kw •"S FEB 1 PERMIT CENTER on::w;�� O 0 .a1a •rar to I•• Al SIC •t•. f■•• 1.r atW l M it YMq C.r•M.. Ka•1• ••• SECTION K.•1• t to. Aro Sol or nifalitTE 11111t111011111 PLAN OCTAL OP OHPOISER ISLAND 72•-0 14N • Vr•IV' rano • Pa v. I.1 Ar •1a S W..• IN •r. w1 Of a O la 4•0 PONS fr Ona . IC w a 1.010TM .1 on woo s?. -- VOInal IY wort non b 11r I,PJt~• . t••. .Ir.•••a•a •1• Now V. • NO roam* OVII. �p9tQ�i• H1 OWNS. YO • H SECTON Wan . ..• • ,v SECTION Scott. Mr. 1s SECTION O P ►M1 004 .0 ..100r0 1 w •1t •••L rt�� • L .••1•. IM.• CON NM • • * M Nato pap • a4.20 0..•t .g. 0 Yl. M not M1M•r MK. On WWI MOO OM MM fI� atm M. 11•0 OW WINK. • =Klrr• MON O SECTION Kw• ••• •w r {I• 11•• 4 N .1 A O i d u I � J 0 - 1. C O Om 2 I CJ I) ott 11 1� 17 •101 I. ' •••••• MlM.ro"M OW I —. � • 1 . , fit O 11'• Tn.> M Sj .O.•. I. •••tI N•wP II II tC.P.M1U..•r1 pt F 1 F 1 B E hi r R A 1 A I — T I I I I \ 1 I l.tl.l40- A71O•a1U . OCTAL yawl • • • to NM� c w 1 M1r TWKn ....M T. V p.1 W l•. v.� Wa al v.r tr 0. P.P 10A. O m 71K•+f�K1 n � 1. ((I•.. owoW SI / w NoN III M•f1 P,arK4K1.K . .•..•• M M.•• �l9T . 111 • NM Wow. . .. .•'M w how lOiM ON P•.w. v. .ra Pr ••••••• wl • owl •.v. • iM IIN N If W 1..• 1.00••••••• laW w..li. •••• SECTION KAt1.•r •Io MOTION ICM1 • rr•rO 4 r.. ,.J SECTION Ic••■ • IN • tO r11Tp4 t RECEIVED Ia..,...,.,. a.•....1.ON•fo on Wow. S:1.«Ilo•I CITY OF TUKWILA goNAONN ••• Nut KLONOJ_INl • WOK., ■ Noe i e No M ' V.•••r.t •••••M 11.•aw N. arc SON ♦ m«.... oIN ..•I at NIM ••• wN .• 1734..• W • ..•Oresµ••a b.." Or INN ..0 I.tI war.•..dolo•.•• INCIONo.lu Mow I•.K ay .. • Ia MO NON. or 111•41.04 • n • • No NUNN MN. NIA Noo0o 10 ..• 1 MOAN *, N. •MM ., Kw •"S FEB 1 PERMIT CENTER on::w;�� O 0 .a1a •rar to I•• Al SIC •t•. f■•• 1.r atW l M it YMq C.r•M.. Ka•1• ••• SECTION K.•1• t to. Aro Sol or nifalitTE 11111t111011111 PLAN OCTAL OP OHPOISER ISLAND 72•-0 14N • Vr•IV' rano • Pa v. I.1 Ar •1a S W..• IN •r. w1 Of a O la 4•0 PONS fr Ona . IC w a 1.010TM .1 on woo s?. -- VOInal IY wort non b 11r I,PJt~• . t••. .Ir.•••a•a •1• Now V. • NO roam* OVII. �p9tQ�i• H1 OWNS. YO • H SECTON Wan . ..• • ,v SECTION Scott. Mr. 1s SECTION O P ►M1 004 .0 ..100r0 1 w •1t •••L rt�� • L .••1•. IM.• CON NM • • * M Nato pap • a4.20 0..•t .g. 0 Yl. M not M1M•r MK. On WWI MOO OM MM fI� atm M. 11•0 OW WINK. • =Klrr• MON O SECTION Kw• ••• •w r {I• 11•• 4 N .1 A O i d u I � J 0 - 1. C O Om 2 I CJ I) ott 11 1� 17 •101 DI 10A0141 Het PLAN aceAc Jo& MR.I. date Ob /OI/41 ® 01/20/M8 RroC816ND rat MI GMIOPY !Macioce LAM. scale A5 5 NOTED A 02A USIS2 i5di PoGnN ' IH oR16INAL DCI LM - A DD!lCIk4 A JCS. MRI. drawn J.G.S. checked 135.E rev date description by checked SECTION ....__....__�. __.__.,.,,.............. w... �.. w,... �a..,,.....:.... w�narc�« w+:. vrtvx. �.. rex.. sc.. nn�x+ wx.. GOSTGO INHOLESAILE GAS STATION AcooITI ON TUKWILA, WASHINGTON STEEL EDGE FORMS WITH ROLLED EDGE MIN. S" CRUSHED ROCK (ABC) OR GRAVEL FILL UNDER ISLAND •= 11 1; II 11 SCALE : 1/2" = II-O" PAD FOOTING T l/ r111 1 I • . a SEE SOILS REPORT 1111 rF1, ,� - 1 OUTLINE OF GMU PILASTER SHOWN DASHED FOR CLARITY SEE DTL. 6/S-1 TS COLUMN SEC DETAIL I /5-I • . . 4 N RECEIVED CITY OF TUKWILA FEB 111998 PERMIT CENTER 1 - 0'x5L6I 4' ADM. *4x42' TOP AND 5OT. AT ALL ISLAND OPENINGS TYP. DISPENSER SUMP (50'x16' AT TOP OF ISLAND) EDGE OF ISLAND; OUTSIDE LINE 15 ROLLED EDGE (2) *4x48' DIAGONAL TOP AND 5OT. OF SUMP OPENING FLAN DETAIL OF DISPENSER ISLAND 32'-0"x4 14 �- T NEXT TS COLUMN T5 COLUMN 5EE DETAIL I/S-I Ck ISLAND SYMMETRICAL IC0K PAD FOOTING IN DETAIL b/5-I LATE AS SHOY*iI NOTE : DETAIL 15 ROTATED 40' FROM ORIENTATION SHONe1 IN CANOPY FRAMING PLAN. RECEIVED CITY OF TUKWILA FEB 1 71998 PERMIT CENTER ! (2) *4 TOP AND BOTTOM (4) *►552 SEA. FACE J l 1 SECTION REINF. CONC. SLAB SIM OIL. 4%5-I f ]1 IV2' CLR. LL 11 3' -0' WIDTH OF DISPENSER FOR PIPE AND CONDUIT, SEE T AND E DRAWIN65 ® (I I) SHORT BARS ". LONG BARS 16" CUR. TO TIES 2'-6' X 5' -0' 2'-6' Ck COLUMN AND PAD FOOTING *3 HORIZONTAL TIES AT I6'ot. TS COLUMN - SEE DTL. I/5-1 24' 5G. CONCRETE MASONRY UNIT (CNU) SEE ARCHITECTURAL FOR MORE INFO. TYP. AT EACH COLUMN *5 VERT. LAPPED 50' TO EACH DOWEL — «".Toed' 12' DOWEL TYP. OF (4) -TOP OF PAD FOOTING i= RECEIVED CITY OF TUKWILA FEB 171998 PERMIT CENTER NON - COMBUSTIBLE WASTE REG)EPTAGLE BY CONTRACTOR , PROPOSED PROJECT. FOR SPAN construction engineerin Inc 1841 HOWARD ROAD engineerin Inc • • CONTR. UC. r1 395853 • FAX ERA 209) 673 -0600 • MADERA CALIFORNIA 93637 FRESNO (209) 268 -9000 VT VARCO- PRUDEN buildings STRUCTURAL CALCULATIONS FOR COSTGO WHOLESALE GAS STATION ADDITION TUKWILA, WASHINGTON PRE'r1 O('7 D'11 0215 REVISION N GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE l..l� I?FVI�KI� .i.21: RECEIVED CITY OF TUKWILA FEB 171998 PERMIT CENTER N i:'.N t11M 1J sh J ['EXPIRES O2/03/ 1 REV iEV ;;:) FOR CONFORMANCE C::••:ERALLY ACCEPTED ENGINEERING PRACTICE AND 1 /20 /kg !Mnitc-rtav c•l-1D'D1RRS. GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435-1169 fl /1197 135. f= I OF 64 17,LS1&N PARI►NILTLRS /11R' R1ALs LOS' I UNG PANEL A[NA!.Ysis AND C3A5 ` 1'L1 T AND. "AtOOR4&E Fou NDAflc$ GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE GERALD MELE & ASSOCIATES 7337 N, FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. !NESS, PE, SE • ,. • • . • • ' 19 IJN1FOSM 13U1LOINC7 COD eompo, EXPOSLIR C. ZDNt 3 TUSEL ASOOF v,4- /134 &LIS A..307 WELV r7OXX 2500 1 GRIIDP 60 SEE. 59/1.5 Oq 75 DirFP JuLyig, Igo By 6ro F 1500 PS F 300 re,F . 35 INCREASE Og FOlz 12vbilf$6 ALt?iFnlY INGUIDr M 1 AND PAss)W- L 0 GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435.1169 , " • DADS NN fogizoNTAL 16 r x1.0 1.3 1..1P1 1(7,4e.‘r )0'x .7 16.4 l'SF 1, 04 x1,3 515/ V:: 0.3 A 1.0 K 2.75 3 " NOM& STRUGT4R" 5 Row LIVE LOA° 20 rsp R011O1614E-. - SNOW LOAP GOVF_Rms GM Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE X W = .275 W 0.7 PsF" 3.3 D.5 2.24 1.5 HAD° TO &KO& Joa o.5 8.0 P.SF COMFuTtit iNcutor; mirp.R/AL wal&NT AUT0/14/1f76ALLY. AP'L'( 2.t3 Psi: To agn...)No JOISTS OsE I PSF FoR sF- 1-mP &OPYIrtorit t f3Psf liaorravAL FO FAse4 (APPLY OVER 2.5' winv4) 22.6 PsF 12.17 PSF 22.4 fsf: GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435•1411 FAX (209) 435.1169 J . . DRIFT LOAD z Yz ' 21,3 psr: —1.15E 8A5E LOAD = 25 P5F —ADD UNIFORM LOAD TO 0117-1M0sr CE1LIA& JOIST OF S1,1 —ADD POINT LOMA TO Pip OF OUTEIMOsr CEILING JOIST - 1.67 / x Al°11113 e 4+0 r I FROM ENO of JOIST —ADO PoiNr 1-0AV TO gND OF INN MOST GR,1141&41-sr• APPL)E0 1.19" FROM END OF JOLSr FOR Iv= (7 67 x 51.t* 3,440# FOK J17,2 P GM [ Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE • NOW LOAD (PI SGT 1641 OF AMATO( = 25 P5F (PER IMP/)& OFF10011-) io Vet 27.70 P,SF = 0.13 Py-g. 14 2 17 61 PriF = Peo 25 PsF47, 6/ PcF 1. 42 ' hd 3- 1.42 1.59' ,43(5 ( 2779 - 1, 2,13 USE •b4 r 1.21' PFR 1441. Wel = x 1.2I' W . 7.? 2L p.sp 2.5P,SF Gi11.11t1(7 4,9 7_1.3 eSP GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 u,M 22 &4U6P &RAC) PRIX Sit pAtiE. 13Y 4LuMET Bum :9)11(7 PROL)GTS, ING. U SE GRANO . PRIX (4) : COlvrivA45 SDgP15 AN) 2' -6a ON R H41G (4%4x SPAN- 7.67'). 22. ; GAU PANEL &F fZ' o'" SPAN II NP 9 1-6 1" OVF -gfMG 3oPsF Show GM Consulting Engineers GERALD A, MELE, PE, SE MARTIN R. (NESS, PE, SE GERALD MELE & ASSOCIATES 7337 N. FIRST ST, SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 • GRAN PRIX PANEL Section Properties Material Aluminum 3005 -H281 Steel FY =40 KSI Thickness .028" .036" 24 Ga. 22 Ga. I- (In /Ft. .578 .743 .495 .587 Y- Centroid .760 .760 .760 .741 S+ In .332 .427 .284 .334 S- In .761 .978 .651' 4' -0 ' 10'4' ? .. 12 . 17 9 Dead Weight- /Ft .750 .960 1.836 2.26 GRAN PRIX' )IAXIMUM SPAN TABLE PANEL THICKNESS UVElSNO111LOAr w:''*Iy. - k t t 20 PSF C 30 PSF • F:: • - 40 PSF •'• r-. t — '50 PSF • PANEL SPAN OR OVERHANG• ' i;•=' .' • • - . SPAN 1 F SPAN OVER ' SPAN• iy; ;`. ' SPAN. 'HMG OVER .028' Alum. 10'4' 3'•9' I 9'4' 3'4' 7'•7' 2'-8' 1 6'-10' I 2'-3' .036' Alum. 12'-2' 4'-8' 11'-5' 3'•10' 10' -0' 3'4' I 8'•9' I 2' -9' 24 Ga. Steel 13' -2' 4'•10' 11'11' 4' -0 ' 10'4' 3'-6' I 9' -0' I 3' -0 ' 22 Ga. Steel 14' -5' 5' -8' 112' -0' I 4' -9' 1 10'4' 4' -2' I - I - GRAN PRIX PANEL MAXIMUM SPAN TABLE PANEL ALLOWABLE WIND LOAD SPANS 10 PSF 15 PSF 20 PSF 25 PSF 30 PSF 35 PSF 40 PSF SPAN CANT. SPAN (CANT. SPAN CANT. SPAN (CANT. SPAN CANT. SPAN ICAST. SPASICAS'T. .028 Alum 12'•6' 4'- 4' 10'• 3 1 3'•7' S'•10' 3 ' • 0' 7 ' - 1 1 1 2'. 9' 7'•3' 2'• 6' 6'. e1 2 6 ' . 3 ' 12 . 2' .036 Alum 19'•6" 6'• 9' I3' -111 5••6' 13'40'4%10' 12'• 41 4'• 3' 11'•3' 3'-11' 10'• 31 3%7* 9'•9' ( 3 • 4' 24 Ga. Steel 16'4' 1' -10' 13'• 71 4'•9' II'. 9'4% I' 10'- 613'• e'_ 9'4' 3'• 4' S'-I11 3'4' 5'-4' 12'•10' • GRAN PRIX PANEL TO PURL IN CONNECTION ' — • LIVE LOAD .'=" RO PASIENEMPOREIN . • .: • -- •PANEL THICKNESS ; a i-z.= ::- :1.028 - , � ::1031'-:_= - ALU11.' . " .ALUILI. t•*_240.. ' ; GA. ;4 22 it :EGA: 20 2 I 2 I 3 I 3 30 3 I 3 I 4 I 4 40 3 I 3 1. 4 4 ALLOWABLE PANEL SPANS FOR GRAN PRIX PANEL WHEN SUSPENDED FROM PURLINS WITH SUSPENSION CUPS • ..' • PANEL• ' LNE LOAD (PSF) . -- -- • PANEL SPAN ". PRIX GRAN 7'4' 5'4' I 3'.9' 3' -0' Gran-Prix Panel 'Panel Span values shown above are based on GRAN PRIX panel fastened to top flange of purlin or suspended from purlin and attached to purlin with fasteners. See panel to purlin connection charts for required number of fasteners per panel. GRAN PRIX® PANEL Purlin PANEL ATTACHED TO TOP OF BEAM NOTES: 1. Panel span values shown are for all thicknesses of GRAN PRIX. 2. Values shown at left are based on tests made to determine ultimate stress values. 3. Values shown at kit are for clip attachment to wide flange members only. Values may vary for 'C' and 'Z attachments. 4. The cSp does not brace the bottom flange of the support. Ing member. Gran -Prix Panel 014 Self•tapping screws with composite .050' x rh' O.D. Aluminum- Neoprene Washer or approved equal. See panel to purlin connection chart for required number of fasteners. S+ SECTION MODULUS FOR SNOW LOAD. S SECTION MODULUS FOR UP LIFT. Neutral Axis PANEL ATTACHED TO BOTTOM OF BEAM WITH FASTENERS GRAN PRIX PANEL ALUMET BUILDING PRODUCTS, INC. P. 0. Box 850163 Mesquite, TX 75185 -0163 7 Bottom of Purlin Y Top = 1.740" Y Hot.= ..760" Costco Station Canopy, Tukwila, Washington for Spun Construction / file 97121 reva`r3d �� , ,.:. , �. Joint X No Coordinate ft 1 12.000 2 44.000 3 76.000 4 12.000 5 44.000 6 76.000 7 0.000 8 12.000 9 22.667 10 33.333 11 44.000 12 54.667 13 65.333 14 76.000 15 88.000 16 12.000 17 44.000 18 76.000 19 0.000 20 12.000 21 22.667 22 33.333 23 44.000 24 54.667 25 65.333 26 76.000 27 88.000 28 0.000 29 12.000 30 22.667 31 33.333 32 44.000 33 54.667 34 65.333 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Units US Standard Steel Code AISC 9th Edition Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 3 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Vertical Axis Y < Joint Y Coordinate ft 0.000 0.000 0.000 0.000. 0.000 0.000 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 Coordinates > Z Coordinate ft 6.500 6.500 6.500 20.500 20.500 20.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 6.500 6.500 6.500 7.667 7.667 7.667 7.667 7.667 7.667 7.667 7.667 7.667 13.500 13.500 13.500 13 .500 13.500 13.500 13.500 ASD Job : SPAN97.121 Page: 1 Date: 1 /09/98 File: 97121RVA Joint Temperature 3F 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 Ly RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Joint No 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 X Coordinate ft 76.000 88.000 12.000 44.000 76.000 0.000 12.000 22.667 33.333 44.000 54.667 65.333 76.000 88.000 0.000 12.000 22.667 33.333 44.000 54.667 65.333 76.000 88.000 108.000 108.000 86.667 97.333 108.000 120.000 108.000 86.667 97.333 108.000 120.000 86.667 97.333 108.000 120.000 86.667 97.333 108.000 120.000 108.000 86.667 97.333 108.000 < Joint Coordinates > Y Coordinate ft 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 0.000 0.000 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 18.500 Z Coordinate ft 13.500 13.500 20.500 20.500 20.500 19.333 19.333 19.333 19.333 19.333 19.333 19.333 19.333 19.333 27.000 27.000 27.000 27.000 27.000 27.000 27.000 27.000 27.000 6.500 20.500 0.000 0.000 0.000 0.000 6.500 7.667 7.667 7.667 7.667 13.500 13.500 13.500 13 .500 19.333 19.333 19.333 19.333 20.500 27.000 27.000 27.000 Job : SPAN97.121 Page: 2 Date: 1/09/98 File: 97121RVA Joint Temperature 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 1'0434144km 1.61. RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Joint No 81 Joint + No X K /in 1 Reaction 2 Reaction 3 Reaction 4 Reaction 5 Reaction 6 Reaction 58 Reaction 59 Reaction 32 STORY 35 STORY 1 1 Material Young's Label Modulus Ksi A36 29000.00 A500B 29000.00 Section Database Label Shape STRUT TU2X2X3 JOIST W12X26 BEAM W14X43 COLUMN TU8X8X5 X Coordinate ft 120.000 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Material Label A500B A36 A36 A500B Member Joints x Axis No I J K Rotate Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction STORY 1 STORY 1 < Sections > As As Area yy zz in 1.27 1.2 1.2 7.65 1.2 1.2 12.60 1.2 1.2 9.36 1.2 1.2 1 1 16 COLUMN 2 2 17 ALTERNATE 3 3 18 COLUMN 15 OK 4 4 37 COLUMN 5 5 38 COLUMN 6 6 39 COLUMN 7 50 37 BEAM 8 37 41 BEAM 9 41 29 BEAM < Joint Coordinates > Y Z Coordinate Coordinate ft ft 18.500 27.000 < Boundary Conditions > Translation + + Y Z K /in K /in Rotation + Mx My Mz K- ft /rad--- K- ft /rad--- K- ft /rad - -- Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10 11154.00 0.3000 0.65000 11154.00 0.3000 0.65000 < Members > Section End Releases .S et I: MMM J: MMM xyzxyz- xyzxyz Job : SPAN97.121 Page: 3 Date: 1/09/98 File: 97121RVA Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Joint Temperature %F 0.00 Weight Density K /ft3 0.490 0.490 I I yy zz in"4 in 6.68e -1 6.68e -1 17.30 204.00 45.20 428.00 90.90 90.90 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Yield Stress Ksi 36.00 46.00 Torsion T J C in - - -- 1.15 0.30 1.05 145.00 Offsets Inactive? I -End J -End Label Length - - in in ft - -- d0i5T OF W 2x30 C1 18.50 C2 18.50 C3 18.50 C4 18.50 C5 18.50 C6 18.50 B1 6.50 B2 1.17 B3 5.83 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 RISA -3D (R) Version 3.01 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Joints x Axis No I J K Rotate 10 29 20 11 20. 16 12 . 16 8 13 53 38 14 38 44 15 44 32 16 32 23 17 23 17 18 17 11 19 56 39 20 39 47 21 47 35 22 35 26 23 26 18 24 18 14 25 7 8 26 8 9 27 9 10 28 10 11 29 11 12 30 12 13 31 13 14 32 14 15 33 19 20 34 20 21 35 21 22 36 22 23 37 23 24 38 24 25 39 25 26 40 26 27 41 28 29 42 29 30 43 30 31 44 31 32 45 32 33 46 33 34 47 34 35 48 35 36 49 40 41 50 41 42 51 42 43 52 43 44 53 44 45 54 45 46 55 46 47 < Members > Section End Releases Offsets Set I: MMM J: MMM I -End J -End xyzxyz- xyzxyz - - -in in BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM JOIST JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST JOIST JOIST JOIST JOIST BenPIN JOIST JOIST BenPIN BenPIN BenPIN BenPIN Job : SPAN97.121 Page: 4 Date: 1/09/98 File: 97121RVA Inactive? Label Length ft - -- B4 5.83 B5 1.17 B6 6.50 B7 6.50 B8 1.17 B9 5.83 B10 5.83 B11 1.17 B12 6.50 B13 . 6.50 B14 1.17 B15 5.83 B16 5.83 B17 1.17 B18 6.50 J1 12.00 J2 10.67 J3 10.67 J4 10.67 J5 10.67 J6 10.67 J7 10.67 J8 12.00 J9 12.00 J10 10.67 J11 10.67 J12 10.67 J13 10.67 J14 10.67 J15 10.67 J16 12.00 J17 12.00 J18 10.67 J19 10.67 J20 10.67 J21 10.67 J22 10.67 J23 10.67 J24 12.00 J25 12.00 J26 10.67 J27 10.67 J28 10.67 J29 10.67 J30 10.67 J31 10.67 16 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for. Span Construction / file 97121rva.r3d < Members > Member Joints x Axis Section End Releases Offsets No I J K Rotate Set I: MMM J: MMM I -End J -End xyzxyz- xyzxyz - - -in in 56 47 48 57 49 50 58 50 51 59 51 52 60 52 53 61 53 54 62 . 54 55 63 55 56 64 56 57 65 51 42 66 42 30 67 30 21 68 21 9 69 52 43 70 43 31 71 31 22 72 22 10 73 54 45 74 45 33 75 33 24 76 24 12 77 55 46 78 46 34 79 34 25 80 25 13 81 29 21 82 21 31 83 31 23 84 23 33 85 33 25 86 25 35 87 58 64 88 59 77 89 60 15 90 15 61 91 61 62 92 62 63 93 65 27 94 27 66 95 66 67 96 67 68 97 69 36 98 36 70 99 70 71 100 71 72 101 73 48 JOIST JOIST JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN STRUT BenPIN COLUMN COLUMN JOIST JOIST BenPIN JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST JOIST BenPIN JOIST JOIST JOIST BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN Job : SPAN97.121 Page: 5 Date: 1/09/98 File: 97121RVA Inactive? Label Length ft - -- J32 12.00 J33 12.00 J34 10.67 J35 10.67 J36 10.67 J37 10.67 J38 10.67 J39 10.67 J40 12.00 S1 7.67 S2 5.83 S3 5.83 S4 7.67 S5 7.67 S6 5.83 S7 5.83 S8 7.67 S9 7.67 S10 5.83 S11 5.83 S12 7.67 S13 7.67 S14 5.83 S15 5.83 S16 7.67 S17 12.16 S18 12.16 S19 12.16 S20 12.16 S21 12.16 S22 12.16 C7 18.50 C8 18.50 J41 1.33 J42 9.33 J43 10.67 J44 12.00 J45 1.33 J46 9.33 J47 10.67 J48 12.00 J49 1.33 J50 9.33 J51 10.67 J52 12.00 J53 1.33 17 j RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Joints x Axis No I J K Rotate 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 48 74 75 78 57 79 80 60 65 69 73 61 66 70 74 35 65 70 62 64 67 71 75 77 74 75 76 57 79 80 81 65 69 73 78 66 70 74 79 65 70 67 64 67 71 75 77 80 Section Length Member Set Cl COLUMN C2 COLUMN C3 COLUMN C4 COLUMN C5 COLUMN C6 COLUMN Bl BEAM B2 BEAM B3 BEAM B4 BEAM B5 BEAM B6 BEAM B7 BEAM B8 BEAM B9 BEAM B10 BEAM B11 BEAM ft 18.50 18.50 18.50 18.50 18.50 18.50 6.50 1.17 5.83 5.83 1.17 6.50 6.50 1.17 5.83 5.83 1.17 < Members > Section End Releases Offsets Set I: MMM J: MMM I -End J -End xyzxyz- xyzxyz - - -in in BenPIN JOIST JOIST JOIST JOIST JOIST JOIST JOIST STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT BEAM BEAM BEAM BEAM BEAM BEAM BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN < AISC,NDS Parameters > Lb -yy Lb -zz Lcomp K le2 lel le -bend yy ft ft ft 7.67 7.67 7.67 7.67 7.67 7.67 7.67 7.67 7.67 7.67 7.67 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 2.10 2.10 2.10 2.10 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K Cmyy zz CH 2.10 2.10 2.10 2.10 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Job : SPAN97.121 Page: 6 Date: 1/09/98 File: 97121RVA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Inactive? Label Length ft - -- J54 9.33 J55 10.67 J56 12.00 J57 1.33 J58 9.33 J59 10.67 J60 12.00 S23 7.67 S24 5.83 S25 5.83 S26 7.67 S27 7.67 S28 5.83 S29 5.83 S30 7.67 S31 12.16 S32 12.16 S33 12.16 B19 6.50 B20 1.17 B21 5.83 B22 5.83 B23 1.17 B24 6.50 Cmzz Cb,B Sway y z 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 y y y y y y y y y y y y . wn... rw�urr: �ru.. rr..+. a... v.. wsw. �n........ ....�w- ..»..«.»...,- ........... RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Section Length Member Set ft B12 BEAM 6.50 B13 BEAM 6.50 B14 BEAM 1.17 B15 BEAM 5.83 B16 BEAM 5.83 B17 BEAM 1.17 B18 BEAM 6.50 Jl JOIST 12.00 J2 JOIST 10.67 J3 JOIST 10.67 J4 JOIST 10.67 J5 JOIST 10.67 J6 JOIST 10.67 J7 JOIST 10.67 J8 JOIST 12.00 J9 JOIST 12.00 J10 JOIST 10.67 J1l JOIST 10.67 J12 JOIST 10.67 J13 JOIST 10.67 J14 JOIST 10.67 J15 JOIST 10.67 J16 JOIST 12.00 J17 JOIST 12.00 J18 JOIST 10.67 J19 JOIST 10.67 J20 JOIST 10.67 J21 JOIST 10.67 J22 JOIST 10.67 J23 JOIST 10.67 J24 JOIST 12.00 J25 JOIST 12.00 J26 JOIST 10.67 J27 JOIST 10.67 J28 JOIST 10.67 J29 JOIST 10.67 J30 JOIST 10.67 J31 JOIST 10.67 J32 JOIST 12.00 J33 JOIST 12.00 J34 JOIST 10.67 J35 JOIST 10.67 J36 JOIST 10.67 J37 JOIST 10.67 J38 JOIST 10.67 J39 JOIST 10.67 Lb -yy le2 ft 7.67 7.67 7.67 7.67 7.67 7.67 7.67 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 < AISC,NDS Parameters > Lb -zz Lcomp K K lel le -bend yy zz ft ft 14.00 1.00 1.00 14.00 1.00 1.00 14.00 1.00 1.00 14.00 1.00 1.00 14.00 1.00 1.00 14.00 1.00 1.00 14.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 32.00 1.00 1.00 Job : SPAN97.121 Page: 7 Date: 1/09/98 File: 97121RVA Cmyy Cmzz Cb,B Sway CH y z 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Iq • Section Length Member Set ft J40 JOIST 12.00 S1 STRUT 7.67 S2 STRUT 5.83 S3 STRUT 5.83 S4 STRUT 7.67 S5 STRUT 7.67 S6 STRUT 5.83 S7 STRUT 5.83 S8 STRUT 7.67 S9 STRUT 7.67 S10 STRUT 5.83 S11 STRUT 5.83 S12 STRUT 7.67 S13 STRUT 7.67 S14 STRUT 5.83 S15 STRUT 5.83 S16 STRUT 7.67 S17 STRUT 12.16 S18 STRUT 12.16 S19 STRUT 12.16 S20 STRUT 12.16 S21 STRUT 12.16 S22 STRUT 12.16 C7 COLUMN 18.50 C8 COLUMN 18.50 J41 JOIST 1.33 J42 JOIST 9.33 J43 JOIST 10.67 J44 JOIST 12.00 J45 JOIST 1.33 J46 JOIST 9.33 J47 JOIST 10.67 J48 JOIST 12.00 J49 JOIST 1.33 J50 JOIST 9.33 J51 JOIST 10.67 J52 JOIST 12.00 J53 JOIST 1.33 J54 JOIST 9.33 J55 JOIST 10.67 J56 JOIST 12.00 J57 JOIST 1.33 J58 JOIST 9.33 J59 JOIST 10.67 J60 JOIST 12.00 S23 STRUT 7.67 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < AISC,NDS Parameters > Lb -yy Lb -zz Lcomp K le2 lel le -bend yy ft ft ft 12.00 32.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 12.00 32.00 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K zz 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.10 2.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Job : SPAN97.121 Page: 8 Date: 1/09/98 File: 97121RVA Cmyy CH 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Cmzz Cb,B Sway y z 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Y Y Y Y RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < AISC,NDS Parameters > Section Length Lb -yy Lb -zz Lcomp K le2 lel le -bend yy ft ft ft Member Set ft S24 STRUT 5.83 S25 STRUT 5.83 S26 STRUT 7.67 S27 STRUT 7.67 S28 STRUT 5.83 S29 STRUT 5.83 S30 STRUT 7.67 S31 STRUT 12.16 S32 STRUT 12.16 S33 STRUT 12.16 B19 BEAM 6.50 B20 BEAM 1.17 B21 BEAM 5.83 B22 BEAM 5.83 B23 BEAM 1.17 B24 BEAM 6.50 BLC No. Member J1 J44 J9 J4 8 J17 J52 J25 J56 J33 J60 7 62 19 67 28 71 40 75 49 80 7.67 14.00 7.67 14.00 7.67 14.00 7.67 14.00 7.67 14.00 7.67 14.00 < Basic Basic Load Case Description 1 dead load (D) 2 snow load 3 wind uplift 4 wind Z direction (Wz) 5 wind X direction (Wx) 6 seismic Z direction 7 seismic X direction Joints I J Direction 8 63 20 68 29 72 41 76 50 81 < Member Point Loads, BLC 1 > Y Y Y Y Y Y Y Y Load Case -0.135 - 0.135 - 0.077 -0.077 K zz 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Data > 5 10 10 Job : SPAN97.121 Page: 9 Date: 1/09/98 File: 97121RVA Cmyy CH 1.00 1.00 1.00 1.00 1.00 1.00 1.00 10 10 Magnitude Location K, K- ft ft or - 0.077�7h7') 1.250 -0.077 ? 10.750 - 0. 13 5 :( fi )x2 250 -0.135 / 10:750 - 0.117 6.75' 1.250 - 0.117= 5.832.5rcMF10 .750 1.250 10.750 1.250 10.750 Cmzz Cb,B Sway y z 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Type Totals Nodal Point Dist. Surface 60 60 60 64 2 67 8 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Member J1 J2 J3 J4 J5 J6 J7. J8 J41 J42 J43 J44 J33 J34 J3 5 J36 J37 J38 J3 9 J40 J57 J58 J59 J60 J9 J10 Jil J12 J13 J14 J15 J16 J45 J4 6 J4 7 J48 J25 J26 J27 J28 J2 9 J3 0 J31 J32 J53 J54 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Member Distributed Loads, BLC Joints Load Pattern Pattern I J Label Multiplier 7 8 9 10 11 12 13 14 60 15 61 62 49 50 51 52 53 54 55 56 78 57 79 80 19 20 21 22 23 24 25 26 65 27 66 67 40 41 42 43 44 45 46 47. 73 48 8 9 10 11 12 13 14 15 15 61 62 63 50 51 52 53 54 55 56 57 57 79 80 81 20 21 22 23 24 25 26 27 27 66 67 68 41 42 43 44 45 46 47 48 48 74 UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY. UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY 1 > Job : SPAN97.121 Page: 10 Date: 1 /09/98 File: 97121RVA 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377= (16 0.0377 2 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0.0377 0 .0189= 6. 5f 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 0.0189 x2,9P. F4 2.5X9P& T APPIIEP FAAA 1D AO 22 n RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Joints Member I J J55 J56 J17 J18 J19 J2 0 J21 J22, J23 J24 J49 J50 J51 J52 J1 J3 3 J44 J60 J9 J25 J4 8 J56 J17 J52 Member J1 J2 J3 J4 J5 J6 J7 J8 J41 J42 J4 3 J44 74 75 28 29 30 31 32 33 34 35 69 36 70 71 Joints Member I J 7 49 62 80 19 40 67 75 28 71 7 8 9 10 11 12 13 14 60 15 61 62 75 76 29 30 31 32 33 34 35 36 36 70 71 72 8 50 63 81 20 41 68 76 29 72 Joints I J 8 9 10 11 12 13 14 15 15 61 62 63 Member Distributed Loads, BLC 1 Load Pattern Pattern Label Multiplier Y Y Y Y Y Y Y Y UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY < Member Point Loads, BLC 2 > - 0.345=a.lY;(51.1 -0.345 - 0.345 -0.345 - 0.298= 5,83:e " - 0.298 < Member Distributed Loads, BLC 2 > Load Pattern Pattern Label Multiplier UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY UNIY Job : SPAN97.121 Page: 11 Date: 1/09/98 File: 97121RVA 0.0189 0.0189 0.0163 0.0163 0.0163 0.0163 0.0163= 5.93'x2.r-9 0.0163 0.0163 0.0163 0.0163 0.0163 0.0163 0.0163 Direction Magnitude Location K, K -ft ft or % - 0.196rar -0.196 -0.196 - 0.196 1.600 1.600 10.400 10.400 1.600 1.600 10.400 10.400 1.600 10.400 0.2094x (747. ))(25PSf+5uI'rYi 0.20941 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 T 4m1FGw`A cc, r' SNCw LcaP 22 r; RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Member Distributed Loads, BLC 2 Joints Load Pattern Pattern Member I J Label Multiplier J33 49 50 UNIY J34 50 51 UNIY J35 51 52 UNIY J36 52 53 UNIY J37 53 54 UNIY J38 54 55 UNIY J39. 55 56 UNIY J40 56 57 UNIY J57 78 57 UNIY J58 57 79 UNIY J59 79 80 UNIY J60 80 81 UNIY J9 19 20 UNIY J10 20 21 UNIY J11 21 22 UNIY J12 22 23 UNIY J13 23 24 UNIY J14 24 25 UNIY J15 25 26 UNIY J16. 26 27 UNIY J45 65 27 UNIY J46 27 66 UNIY J47 66 67 UNIY J48 67 68 UNIY J25 40 41 UNIY J26 41 42 UNIY J27 42 43 UNIY J28 43 44 UNIY J29 44 45 UNIY J30 45 46 UNIY J31 46 47 UNIY J32 47 48 UNIY J53 73 48 UNIY J54 48 74 UNIY J55 74 75 UNIY J56 75 76 UNIY J17 28 29 UNIY J18 29 30 UNIY J19 30 31 UNIY J20 31 32 UNIY J21 32 33 UNIY J22 33 34 UNIY J23 34 35 UNIY J24 35 36 UNIY J49 69 36 UNIY J50 36 70 UNIY Job : SPAN97.121 Page: 12 Date: 1/09/98 File: 97121RVA 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.2094 0.1688=6.75x25P- 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1688 0.1458 s 5.03 x 25P5F 0.1458 0.1458 0.1458 0.1458 0.1458 0.1458 0.1458 0.1458 0.1458 zq GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-2926 Joints Member I J51 70 71 UNIY J52 71 72 UNIY J1 7 8 WINDY J2 8 9 WINDY J3 9 10 WINDY J4 10 11 WINDY J5 11 12 WINDY J6 12 13 WINDY J7 13 14 WINDY J8 14 15 WINDY J41 60 15 WINDY J42 15 61 WINDY J43 61 62 WINDY J44 62 63 WINDY J33 49 50 WINDY J34 50 51 WINDY J35 51 52 WINDY J36 52 53 WINDY J37 53 54 WINDY J38 54 55 WINDY J39 55 56 WINDY J40 56 57 WINDY J57 78 57 WINDY J58 57 79 WINDY J59 79 80 WINDY J60 80 81 WINDY J9 19 20 WINDY J10 20 21 WINDY J11 21 22 WINDY J12 22 23 WINDY J13 23 24 WINDY J14 24 25 WINDY J15 25 26 WINDY J16 26 27 WINDY J45 65 27 WINDY J46 27 66 WINDY J47 66 67 WINDY J48 67 68 WINDY J25 40 41 WINDY J26 41 42 WINDY J27 42 43 WINDY RISA-3D (R) Version Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d 3.01 < Member Distributed Loads, BLC 2 > Load Pattern Pattern Label Multiplier 0.1458 0.1458 < Member Distributed Loads, BLC 3 > Joints Load Pattern Pattern Member I J Label Multiplier Job : SPAN97.121 Page: 13 Date: 1/09/98 File: 97121RVA 0.0771 0. 0771zelE,A-2-5' 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0771 0.0821 . 0821=6,75 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 11. 17 PO- 1 1 Wit) upw 25 -40 RISA -3D (R) Version 3.01. GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Member Distributed Loads, BLC 3 Joints Load Pattern Pattern Member I J Label Multiplier J28 J29 J30 J31 J32 J53 J54 J55 J56 J17 J18 J19. J20 J21 J22 J23 J24 J49 J50 J51 J52 Member J1 J2 J3 J4 J5 J6 J7 J8 J41 J4 2 J43 J44 J9 J10 J11 J12 J13 J14 J15 J16 43 44 45 46 47 73 48 74. 75 28 29 30 31 32 33 34 35 69 36 70 71 7 8 9 10 11 12 13 14 60 15 61 62 19 20 21 22 23 24 25 26 44 45 46. 47 48 48 74 75 76 29 30 31 32 33 34 35 36 36 70 71 72 < Member Distributed Joints Load Pattern I J Label 8 9 10 11 12 13 14 15 15 61 62 63 20 21 22 23 24 25 26 27 WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY WINDY UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0821 0.0710 0.0710 0. 0710 = 5.83X11,17PSF 0.0710 0.0710 0.0710 0.0710 0.0710 0.0710 0.0710 0.0710 0.0710 Loads, BLC 4 > Pattern Multiplier Job : SPAN97.121 Page: 14 Date: 1/09/98 File: 97121RVA 0.0136 WNt11L. WINO 0. 0136= 3'x22.6 PSF 0.0136 5001613 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 2c, RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Member Distributed Loads, BLC 4 Joints Load Pattern Pattern Member I J Label Multiplier J45 65 27 UNIZ J46 27 66 UNIZ J47 66 67 UNIZ J48 67. 68 UNIZ J17 28 29 UNIZ J18 29 30 UNIZ J19 30 31 UNIZ J20 31 32 UNIZ J21" 32 33 UNIZ J22 33 34 UNIZ J23 34 35 UNIZ J24 35 36 UNIZ J49 69 36 UNIZ J50 36 70 UNIZ J51. 70 71 UNIZ J52 71 72 UNIZ J25 40 41 UNIZ J26 41 42 UNIZ J27 42 43 UNIZ J28 43 44 UNIZ J29 44 45 UNIZ J30 45 46 UNIZ J31 46 47 UNIZ J32 47 48 UNIZ J53 73 48 UNIZ J54 48 74 UNIZ J55 74 75 UNIZ J56 75 76 UNIZ J33 49 50 UNIZ J34 50 51 UNIZ J35 51 52 UNIZ J36 52 53 UNIZ J37 53 54 UNIZ J38 54 55 UNIZ J39 55 56 UNIZ J40 56 57 UNIZ J57 78 57 UNIZ J58 57 79 UNIZ J59 79 80 UNIZ J60 80 81 UNIZ C4 4 37 UNIZ C5 5 38 UNIZ C6 6 39 UNIZ C8 59 77 UNIZ Job : SPAN97.121 Page: 15 Date: 1/09/98 File: 97121RVA 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0136 0.0452=2 0.0452 0.0452 0.0452 27 Joint Number Member Cl C4 Joint Number 7 19 28 40 49 63 68 72 76 81 Member J1 J2 J3 J4 J5 J6 J7 J8 J41 J42 J43 J44 J9 J10 Joints I J 7 8 9 10 11 12 13 14 60 15 61 62 19 20 L L L L L L L L L L 8 9 10 11 12 13 14 15 15 61 62 63 20 21 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 < Member Distributed Load Pattern Label 1 16 UNIX 4 37 UNIX < Member Distributed Joints Load Pattern I J Label Loads, BLC 5 > Pattern Multiplier < Joint. Loads /Enforced Displacements, BLC 6 > Is this a Load or Direction a Displacement? (X,Y,Z,Mx,My,Mz) UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ Loads, BLC 6 > Pattern Multiplier Job : SPAN97.121 Page: 16 Date: 1/09/98 File: 97121RVA Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Joint Loads /Enforced Displacements, BLC 5 > Is this a Load or Direction a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude K,K- ft,in,rad 7 L X (Lf2.5)x3'X224 PSF. 0.430 49 L X 2 0.430 19 L X 6.75/x3'x22.41W = 0.458 40 L X 0.458 28 L X . 5.03 x3 X22.GP5F = 0.395 0.0452 = 2x224p..F 0.0452 Magnitude K, K -ft, in, rad 0.275O2ic`i '� 0. 035 SJOI6T5 -0 . 03 5 - 0.035 - 0.035 -0.035 - 0.035 - 0.035 -0.035 -0.035 -0.035 0 .0180= 0275 ,, (,325(cti5C -r2.5 B ?) 0.0180 S.101 6 T 5 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 .y RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member J11 J12, J13 J14 J15 J16 J45 J46 J47 J48 J17 J18. J19 J20 J21 J22 J23 J24 J49 J50 J51 J52 J25 J2 6 J27 J28 J29 J30 J31 J3 2 J54 J55 J56 J33 J34 J3 5 J3 6 J37 J38 J3 9 J4 0 J57 J58 J59 J60 C1 Joints I J 21 22 23 24 25 26 65 27 66 67 28 29 30 31 32 33 34 35 69 36 70 71 40 41 42 43 44 45 46 47 48 74 75 49 50 51 52 53 54 55 56 78 57 79 80 1 22 23 24 25 26 27 27 66 67 68 29 30 31 32 33 34 35 36 36 70 71 72 41 42. 43 44 45 46 47 48 74 75 76 50 51 52 53 54 55 56 57 57 79 80 81 16 < Member Distributed Loads, BLC 6 Load Pattern Pattern Label Multiplier UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ UNIZ CMUZ 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180. 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.0180 0.1124 Job SPAN97.121 Page: 17 Date: 1/09/98 File: 97121RVA RISA -3D (R) Version GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Member Distributed Loads, Joints Load Pattern Pattern I J Label Multiplier Member C2 C3 C4 C5 C6 C7 C8 Joint Number 7 63 49 81 19 68 40 76 28 72 Member Cl C2 C3 C4 C5 C6 C7 C8 2 3 4 5 6 58 59 1 2 3 4 5 6 58 59 Pattern Label Dir UNIY Y UNIX X UNIZ Z WINDY Y CMUX X CMUZ Z 17 18 37 38 39 64 77 Joints I J 16 17 18 37 38 39 64 77 CMUZ CMUZ CMUZ CMUZ CMUZ CMUZ CMUZ < Member Distributed Loads, BLC 7 > Load Pattern Pattern Label Multiplier CMUX CMUX CMUX CMUX CMUX CMUX CMUX CMUX 3.01 < Load Patterns > Magnitudes Start End K/ft,F K/ft,F -1.000 -1.000 1.000 1.000 -1.000 -1.000 1.000 1.000 1.000 1.000 -1.000 -1.000 BLC 6 > Job : SPAN97.121 Page: 18 Date: 1/09/98 File: 97121RVA 0.1124 0.1124 +0.2r5x24 " Z 0 XII5I 0.1124 0.1124 0.1124 0.1124 0.1124 < Joint Loads /Enforced Displacements, BLC 7 > Is this a Load or Direction a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude K, K -ft, in rad L X 0.275(2.5i�60 ( E f ? ' = a ( p ) 1.270 L X \` / 1.270 L X 1.270 L X O 2 ?SZ , 5x 7�67ic8Pvf- I. 747X 60'x�1r. =1.18 L X \ 1.181 L X 1.181 L X 1.181 L X �. 583x.$Y' x5. �5.93icbQ fs9 = 0 0 : 898 L 898 0.1124 0.1124 = 0.2.7562 = ,c115 fG= 0.1124 114 , 0.1124 0.1124 0.1124 0.1124 0.1124 Locations Start End ft or % ft or % - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.250 15.750 1.250 15.750 20 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d No. Description BLC Fac BLC Fac BLC Fac 1 Dead Load Only 2 DL + Snow 3 DL + WIND Zdir 4 DL + WIND Xdir 5 2 /3DL + WIND Zdir 6 2 /3DL + WIND Xdir 7 D + Seis Zdir 8 DL + Seis Xdir 9 DL +WindZ /2 +snow 10 DL +WindZ +snow /2 11 DL + Wind Element 12 .85DL +Seis Zdir 13 .85DL +Seis Xdir Y Y Y Y Y Y Y Y L2 L3 Y Y Y Story + - - -- X Direction No. Joint Drift lc in 1 U 35 1.29 8 L 35 -0.01 3 Joint X lc K 1 U 0.19 2 L -3.15 8 2 U 0.01 3 L -2.03 8 3 U 0.07 2 L -3.55 8 4 U 0.18 2 L -3.18 8 5 U 0.01 3 L -2.04 8 6 U 0.06 2 L -3.58 8 58 U 0.10 3 L -3.55 8 59 U 0.11 3 L -3.56 8 Tot: U 0.00 9 L -24.64 8 < Load Combinations > -1 1 1 - 1 1 1 2 1 -1 1 1 3 1 -1 1 1 3 1 -.667 1 .667 3 1 -.667 1 .667 3 1 -1 1 1 6 1 -1 1 1 7 1 1 3 .5 4 .5 1 2 .5 - 1 1 1 3 1.86 -.85 1 .85 6 1 -.85 1 .85 7 1 < Envelope Story Drift > - - - -+ + - - -- Y Direction - - - -+ Ht % Joint Drift lc Ht % 0.58 0.01 Forces Y lc Z K K 20.22 2 2.82 -0.42 4 -0.73 15.52 2 2.90 - 0.27 4 -0.59 24.34 2 2.82 -1.38 4 -0.96 20.18 2 3.19 -1.84 3 0.01 15.46 2 3.20 -1.86 3 0.00 24.27 2 3.30 - 2.88 3 0.00 17.68 2 2.86 0.10 4 -0.63 17.65 2 3.19 - 1.58 3 0.01 155.33 2 24.28 -4.14 3 0.00 in < Envelope Reactions > lc Mx K -ft 22.20 - 4.47 22.86 -3.61 22.48 -5.91 24.39 0.08 24.59 0.00 25.31 - 0.01 22.56 -3.83 24.43 0.06 7 2 7 2 7 2 7 4 7 4 7 4 7 2 7 4 7 8 lc 7 2 7 2 7 2 7 4 7 4 7 4 7 2 7 4 BLC 4 1 5 1 4 1 5 1 Job : SPAN97.121 Page: 19 Date: 1/09/98 File: 97121RVA Fac BLC Fac Moments My lc K -ft 0.33 8 - 0.01 3 0.35 8 0.00 10 0.34 8 0.00 3 0.01 3 - 0.39 8 0.01 7 - 0.41 8 0.00 1 - 0.39 8 0.31 8 - 0.01 2 0.01 2 - 0.37 8 31 RWPE SSdv + - - -- Z Direction - - -- Joint Drift lc Ht in 35 0.00 8 35 -0.83 7 0.00 0.37 Mz lc K -ft 28.59 8 - 0.61 2 21.74 8 - 0.18 3 31.06 8 0.01 1 28.89 8 - 0.54 2 21.90 8 -0.16 3 31.35 8 0.05 1 31.05 8 - 0.71 3 31.26 8 - 0.80 3 • C2 1 U L 2 U L 3 U L RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Shear Shear y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft 3.18 8 2.84 7 0.33 8 4.47 2 28.59 8 -0.19 2 -0.73 2 -0.01 3 -22.20 7 -0.61 2 2.28 8 1.94 7 0.33 8 0.50 7 2.82 8 -0.19 2 -0.73 2 -0.01 3 -2.29 2 -0.41 4 1.55 8 1.21 7 0.33 8 14.10 7 2.88 2 - 0.19 2 -0.73 2 -0.01 3 -9.06 2 -13.86 8 Member Sec Axial lc K C1 1 U 20.22 2 L -0.42 4 2 U 19.93 2 L -0.72 4 3 U 19.63 2 L -1.01 4 C3 1 U L 2 U L 3 U L C4 1 U L 2 U L 3 U L C5 1 U L 2 U L 3 U L C6 1 U L 2 U L 3 U L B1 1 U L 2 U L 15.52 2 -0.27 4 15.23 2 -0.56 4 14.93 2 -0.86 4 24.34 2 - 1.38 4 24.05 2 -1.68 4 23.75 2 - 1.97 4 20.18 2 -1.84 3 19.89 2 - 2.14 3 19.59 2 - 2.43 3 15.46 2 - 1.86 3 15.17 2 -2.16 3 14.88 2 -2.45 3 24.27 2 -2.88 3 23.97 2 -3.17 3 23.68 2 - 3.47 3 0.41 7 -0.16 8 0.41 7 - 0.16 8 ..« ,auxart:.w:Per+AIMNmruIvr+rr;+r NrxamSon:* awe ,fl+ *...,... 2.06 8 - 0.01 3 1.16 8 -0.01 3 0.43 8 - 0.01 3 3.58 8 - 0.06 2 2.68 8 - 0.06 2 1.95 8 -0.06 2 3.21 8 - 0.18 2 2.31 8 - 0.18 2 1.58 8 -0.18 2 2.06 8 -0.01 3 1.17 8 - 0.01 3 0.44 8 - 0.01 3 3.61 8 - 0.06 2 2.71 8 - 0.06 2 1.98 8 - 0.06 2 0.29 4 - 8.65 2 0.15 4 - 8.79 2 2.93 7 - 0.59 2 2.03 7 -0.59 2 1.30 7 - 0.59 2 2.85 7 - 0.96 2 1.96 7 -0.96 2 1.26 3 - 0.96 2 3.20 7 0.01 4 2.30 7 0.01 4 1.57 7 0.01 4 3.21 7 0.00 4 2.31 7 0.00 4 1.58 7 0.00 4 3.32 7 0.00 4 2.42 7 0.00 4 1.69 7 0.00 4 0.65 8 - 0.02 2 0.65 8 - 0.02 2 0.35 8 3.61 2 0.00 10 -22.86 7 0.35 8 0.60 7 0.00 10 -1.83 2 0.35 8 14.96 7 0.00 10 -7.27 2 0.34 8 0.00 3 0.34 8 0.00 3 0.34 8 0.00 3 0.01 3 -0.39 8 0.01 3 -0.39 8 0.01 3 - 0.39 8 0.01 7 -0.41 8 0.01 7 -0.41 8 0.01 7 -0.41 8 0.00 1 - 0.39 8 0.00 1 -0.39 8 0.00 1 -0.39 8 0.25 2 - 0.48 8 0.25 2 - 0.48 8 Job : SPAN97.121 Page: 20 Date: 1/09/98 File: 97121RVA Moment Moment 5.91 2 - 22.48 7 0.32 7 - 3.01 2 14.02 7 - 11.92 2 - 0.08 4 -24.39 7 2.29 2 0.03 4 18.53 7 0.15 4 0.00 4 -24.59 7 1.84 2 0.01 4 18.47 7 0.02 4 0.01 4 -25.31 7 3.01 2 0.01 4 19.74 7 0.00 4 0.02 2 - 1.32. 8 0.80 8 - 0.30 7 21.748 - 0.18 3 6.31 8 - 0.09 3 0.00 3 -0.01 8 31.06 8 0.01 1 1.53 8 - 0.17 3 1.32 2 -18.90 8 28.89 8 - 0.54 2 2.82 8 - 0.44 4 2.75 2 -14.14 8 21.90 8 - 0.16 3 6.40 8 - 0.08 3 0.00 1 0.00 8 31.35 8 0.05 1 1.54 8 - 0.20 3 1.24 2 -19.18 8 0.00 4 0.00 2 28.34 2 - 0.71 4 3 z • RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Member Shear Shear B2 1 U L 2 U L 3 U L B3 1 U L 2 U L 3 U L B4 1 U. L 2 U L 3 U L B5 1 U L 2 U L 3 U L B6 1 U L 2 U L 3 U L B7 1 U L 2 U L 3 U L Sec Axial lc K 3 U 0.41 7 L -0.16 8 -0.04 4 -1.15 7 - 0.04 4 -1.15 7 -0.04 4 -1.15 7 - 0.04 4 - 0.78 9 -0.04 4 -0.78 9 - 0.04 4 -0.78 9 0.64 3 -0.73 2 0.64 3 - 0.73 2 0.64 3 - 0.73 2 0.90 3 - 0.73 2 0.90 3 - 0.73 2 0.90 3 -0.73 2 0.00 2 - 0.41 7 0.00 2 - 0.41 7 0.00 2 - 0.41 7 0.16 7 0.00 4 0.16 7 0.00 4 0.16 7 0.00 4 y -y lc z -z lc Torque lc K K K -ft 0.01 4 0.65 8 0.25 2 - 8.93 2 -0.02 2 -0.48 8 10.67 2 -2.43 3 10.64 2 - 2.45 3 10.62 2 -2.48 3 3.41 2 - 1.52 3 3.28 2 - 1.64 3 3.16 2 - 1.77 3 0.33 4 - 3.37 9 0.20 4 -3.49 9 0.07 4 -3.62 9 1.05 4 -10.66 2 1.03 4 -10.68 2 1.00 4 -10.71 2 8.93 2 -0.01 4 8.79 2 -0.15 4 8.65 2 - 0.29 4 0.32 3 - 6.72 2 0.18 3 -6.86 2 0.04 3 - 7.00 2 0.27 7 -0.90 8 0.27 7 -0.90 8 0.27 7 -0.90 8 0.12 7 -0.20 8 0.12 7 -0.20 8 0.12 7 -0.20 8 0.32 7 0.00 1 0.32 7 0.00 1 0.32 7 0.00 1 0.87 8 -0.17 2 0.87 8 -0.17 2 0.87 8 -0.17 2 0.20 7 -0.65 8 0.20 7 -0.65 8 0.20 7 -0.65 8 0.32 8 0.00 1 0.32 8 0.00 1 0.32 8 0.00 1 13.66 8 - 2.49 2 13.66 8 - 2.49 2 13.66 8 -2.49 2 0.56 8 - 0.08 2 0.56 8 -0.08 2 0.56 8 -0.08 2 0.08 2 - 0.56 8 0.08 2 -0.56 8 0.08 2 - 0.56 8 2.63 2 -13.37 8 2.63 2 -13.37 8 2.63 2 -13.37 8 0.48 8 - 0.25 2 0.48 8 - 0.25 2 0.48 8 -0.25 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : SPAN97.121 Page: 21 Date: 1/09/98 File: 97121RVA Moment Moment y -y lc z -z lc K -ft K -ft 2.92 8 57.12 2 -0.11 2 -0.96 4 2.53 8 48.03 2 - 0.11 2 -10.73 3 2.00 8 41.81 2 - 0.02 2 -9.31 3 1.48 8 35.61 2 0.01 1 -7.87 3 1.07 8 35.61 2 -0.42 7 -7.87 3 0.48 8 25.84 2 - 0.09 3 -3.26 3 0.30 7 16.45 2 -0.11 8 1.29 4 0.00 1 16.45 2 -0.96 7 1.29 4 0.56 8 25.84 2 -0.04 3 0.53 4 1.31 8 35.77 9 0.01 1 0.13 4 1.61 8 35.77 9 - 0.41 7 0.13 4 2.12 8 41.82 2 -0.33 7 -0.48 4 2.62 8 48.06 2 -0.24 7 -1.07 4 2.96 8 57.12 2 -0.25 7 -0.96 4 0.84 8 28.34 2 -0.05 2 -0.71 4 1.03 7 0.00 3 -1.27 8 0.00 2 0.00 1 0.00 2 0.00 1 0.00 4 1.04 8 22.08 2 0.00 1 -0.80 3 2.08 8 44.61 2 0.00 1 -1.15 3 .a: RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec B8 1 U L 2 U L 3 U L B9 1 U L 2 U L 3 U L B10 1 U L 2 U L 3 U L B11 1 U L 2 U L 3 U L B12 1 U L 2 U L 3 U L B13 1 U L 2 U L 3 U L B14 1 U L 2 U L < Envelope Shear Axial lc y -y lc K K 0.00 4 7.87 2 -1.41 7 -2.41 3 0.00 4 7.85 2 -1.41 7 -2.44 3 0.00 4 7.82 2 -1.41 7 -2.47 3 0.00 4 - 1.25 7 0.00 4 -1.25 7 0.00 4 - 1.25 7 0.00 4 - 1.09 7 0.00 4 -1.09 7 0.00 4 - 1.09 7 1.12 3 -0.59 2 1.12 3 - 0.59 2 1.12 3 -0.59 2 0.00 8 - 0.16 7 0.00 8 - 0.16 7 0.00 8 -0.16 7 0.24 7 0.00 1 0.24 7 0.00 1 0.24 7 0.00 1 0.01 4 - 1.43 7 0.01 4 - 1.43 7 2.60 2 - 1.58 3 2.47 2 - 1.70 3 2.35 2 -1.83 3 0.32 4 -2.94 7 0.19 4 - 3.07 7 0.07 4 - 3.19 7 0.87 4 -7.88 2 0.84 4 - 7.91 2 0.82 4 -7.93 2 7.00 2 - 0.04 3 6.86 2 - 0.18 3 6.72 2 - 0.32 3 0.55 4 - 10.98 2 0.41 4 - 11.12 2 0.28 4 - 11.26 2 12.42 2 - 3.19 3 12.40 2 - 3.22 3 Section Forces > Shear z -z lc Torque lc K K -ft 0.01 3 0.00 8 - 0.09 4 0.00 1 0.01 3 0.00 8 - 0.09 4 0.00 1 0.01 3 0.00 8 -0.09 4 0.00 1 0.01 2 - 0.33 8 0.01 2 - 0.33 8 0.01 2 - 0.33 8 0.36 8 -0.01 2 0.36 8 -0.01 2 0.36 8 -0.01 2 0.09 4 - 0.02 3 0.09 4 - 0.02 3 0.09 4 -0.02 3 0.00 -0.33 0.00 - 0.33 0.00 -0.33 0.86 8 0.00 2 0.86 8 0.00 2 0.86 8 0.00 2 0.06 2 - 1.09 8 0.06 2 - 1.09 8 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.00 3 - 0.01 8 0.00 3 - 0.01 8 0.00 3 - 0.01 8 1 0.00 1 8 0.00 1 1 0.00 1 8 0.00 1 1 0.00 1 8 0.00 1 0.23 2 - 0.34 8 0.23 2 -0.34 8 0.23 2 -0.34 8 18.84 8 - 1.01 2 18.84 8 -1.01 2 Job : SPAN97.121 Page: 22 Date: 1/09/98 File: 97121RVA Moment Moment y -y lc z -z lc K -ft K -ft 1.67 8 37.36 2 0.01 1 -11.34 3 1.61 8 32.77 2 - 0.01 2 -9.92 3 1.56 8 28.20 2 - 0.03 2 -8.49 3 1.56 8 28.20 2 - 0.03 2 -8.49 3 0.59 8 20.81 2 -0.05 7 -3.71 3 0.02 2 13.79 2 -0.37 8 0.93 4 0.02 2 13.78 2 - 0.378 0.93 4 0.68 8 20.94 9 -0.01 10 0.18 4 1.73 8 29.29 9 - 0.03 2 -0.20 4 1.73 8 29.29 9 - 0.03 2 -0.20 4 1.77 8 33.51 9 -0.01 2 -0.70 4 1.81 8 37.74 9 0.00 1 -1.18 4 2.16 8 44.61 2 0.00 1 -1.15 3 1.08 8 22.08 2 0.00 1 -0.80 3 0.00 3 0.00 2 0.00 8 0.00 3 0.01 2 0.00 3 - 2.22 8 0.00 2 0.58 8 35.90 2 - 0.02 7 -1.57 4 3.37 8 72.26 2 -0.02 2 -2.70 4 2.98 8 60.36 2 - 0.03 2 -12.96 3 2.34 8 53.12 2 -0.01 3 -11.09 3 3q f • al. memImChe.w.l ra ffia'. As Aviaitsexit'.Ybh'L`s ".Fx M.M'bM'w�l.rr�v�en RISA -3D (R) Version 3.01 • GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Job : SPAN97.121 Page: 23 Date: 1/09/98 File: 97121RVA ww..w..�.nW.Vm.RrMU4Ff•1Mh , Costco Station Canopy, Tukwila, Washington for.Span Construction / file 97121rva.r3d _ = = < Envelope Section Forces > Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 3 U 0.01 4 12.37 2 0.06 2 18.84 8 1.71 8 45.89 2 L -1.43 7 -3.24 3 -1.09 8 -1.01 2 -0.03 3 -9.20 3 B15 1 U 0.01 4 4.04 2 0.03 3 0.35 8 1.00 8 45.89 2 L -1.19 7 -1.82 3 -0.20 8 -0.05 2 -0.08 3 -9.20 3 2 U 0.01 4 3.92 2 0.03 3 0.35 8 0.42 8 34.29 2 L -1.19 7 -1.94 3 -0.20 8 -0.05 2 0.00 1 -3.73 3 3 U 0.01 4 3.79 2 0.03 3 0.35 8 0.11 3 23.05 2 L -1.19 7 -2.07 3 -0.20 8 -0.05 2 -0.15 8 1.73 4 B16 1 U 0.91 3 0.54 4 0.27 8 0.04 2 0.08 3 23.05 2 L -0.96 2 -3.84 9 -0.03 3 -0.35 8 -0.29 8 1.73 4 2 U 0.91 3 0.42 4 0.27 8 0.04 2 0.50 8 34.23 2 L -0.96 2 -3.97 9 -0.03 3 -0.35 8 0.00 3 0.32 4 3 U 0.91 3 0.29 4 0.27 8 0.04 2 1.28 8 45.77 2 L -0.96 2 -4.09 9 -0.03 3 -0.35 8 -0.08 3 -0.72 4 B17 1 U 1.08 3 1.75 4 1.07 8 1.09 2 1.81 8 45.78 2 L -0.96 2 -12.45 2 -0.07 2 -18.56 8 -0.10 3 -0.72 4 2 U 1.08 3 1.72 4 1.07 8 1.09 2 2.43 8 53.05 2 L -0.96 2 -12.47 2 -0.07 2 -18.56 8 -0.08 3 -1.73 4 3 U 1.08 3 1.70 4 1.07 8 1.09 2 3.05 8 60.34 2 L -0.96 2 -12.50 2 -0.07 2 -18.56 8 -0.07 7 -2.73 4 B18 1 U 0.03 8 11.26 2 0.02 7 0.34 8 3.39 8 72.26 2 L -0.23 7 -0.28 4 -0.85 8 -0.23 2 -0.07 7 -2.69 4 2 U 0.03 8 11.12 2 0.02 7 0.34 8 0.63 8 35.90 2 L -0.23 7 -0.41 4 -0.85 8 -0.23 2 -0.01 2 -1.57 4 3 U 0.03 8 10.98 2 0.02 7 0.34 8 0.06 7 0.00 3 L -0.23 7 -0.55 4 -0.85 8 -0.23 2 -2.13 8 0.00 2 J1 1 U 1.27 8 0.00 8 0.00 1 0.00 1 0.00 1 0.00 1 L 0.00 1 0.00 4 -0.04 7 0.00 1 0.00 1 0.00 1 2 U 1.27 8 0.00 3 0.00 1 0.00 1 0.00 1 6.14 2 L 0.00 1 -1.91 2 -0.14 7 0.00 1 -0.53 7 0.13 3 3 U 1.27 8 0.08 3 0.00 1 0.00 1 0.00 1 22.53 2 L 0.00 1 -3.55 2 -0.25 7 0.00 1 -1.72 7 -0.13 3 J2 1 U 0.62 8 5.10 2 0.16 7 0.00 3 0.02 2 22.78 2 L 0.00 1 -0.20 4 0.00 2 0.00 2 -1.29 8 -0.21 4 2 U 0.62 8 3.64 2 0.15 8 0.00 3 0.01 2 0.75 3 L 0.00 1 -0.13 4 0.00 2 0.00 2 -0.47 8 -0.53 2 3 U 0.62 8 2.19 2 0.15 8 0.00 3 0.34 8 1.26 3 L 0.00 1 -0.06 4 -0.03 7 0.00 2 -0.01 2 -16.07 2 "5 ' 4 RISA -3D (R) Version 3.01 • GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Shear Shear Axial lc y -y lc z -z lc Torque K K K K -ft 0.62 8 2.17 2 0.08 7 0.00 0.00 1 -0.08 4 -0.04 8 0.00 0.62 8 0.71 2 0.00 2 0.00 0.00 1 -0.01 4 -0.04 8 0.00 0.62 8 0.07 3 0.00 2 0.00 0.00 1 -0.74 2 -0.11 7 0.00 Member Sec J3 1 U L 2 U L 3 U L J4 1 U L 2 U L 3 U L J5 1 U L 2 U L 3 U L J6 1 U L 2 U L 3 U L J7 1 U L 2 U L 3 U L J8 1 U L 2 U L 3 U L J9 1 U L 2 U L 0.62 8 0.00 1 0.62 8 0.00 1 0.62 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.29 8 0.00 1 0.20 7 -0.56 8 0.20 7 -0.56 8 0.20 7 -0.56 8 1.18 8 0.00 1 1.18 8 0.00 1 kRtioesN.44010AY VO 0.05 3 - 0.76 2 0.12 3 - 2.22 2 0.19 3 - 3.68 2 3.05 2 -0.12 4 1.59 2 - 0.05 4 0.13 2 0.02 4 0.12 2 0.00 4 0.07 3 - 1.34 2 0.15 3 - 2.80 2 0.13 3 - 2.81 2 0.20 3 -4.27 2 0.27 3 - 5.73 2 5.25 2 - 0.28 4 3.61 2 - 0.20 4 1.98 2 - 0.12 4 0.00 8 0.00 1 0.09 4 - 1.76 2 0.11 7 0.00 2 0.02 7 0.00 2 0.01 8 -0.08 7 0.08 7 0.00 2 0.01 8 -0.01 7 0.01 8 -0.11 7 0.10 7 -0.03 8 0.01 7 -0.03 8 0.00 2 -0.09 7 0.13 8 0.00 2 0.13 8 - 0.03 7 0.13 8 - 0.12 7 0.11 7 0.00 2 0.10 8 0.00 2 0.10 8 - 0.11 7 0.00 1 -0.04 7 0.00 1 -0.14 7 Job : SPAN97.121 Page: 24 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 3 0.34 8 1.26 3 2 -0.01 2 -16.06 2 3 0.18 7 1.47 3 2 0.00 2 -23.74 2 3 0.00 2 1.30 3 2 -0.16 7 -23.65 2 0.00 3 0.00 2 1.30 3 0.00 2 -0.16 7 -23.66 2 0.00 3 0.17 7 0.84 3 0.00 2 -0.04 8 -15.72 2 0.00 3 0.00 7 0.00 9 0.00 2 0.00 10 0.00 1 0.00 2 0.00 1 0.00 1 0.00 3 0.00 1 0.00 1 0.00 2 0.18 7 0.47 4 0.00 3 0.00 2 -12.37 2 0.00 2 0.07 8 0.56 4 0.00 3 -0.15 7 -16.98 2 0.00 2 0.07 8 0.56 4 0.00 3 -0.15 7 -16.97 2 0.00 2 0.15 7 0.36 4 0.00 3 -0.12 8 -13.72 2 0.00 2 0.00 1 -0.23 4 0.00 3 -0.30 8 -2.70 2 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.23 4 -0.30 8 -2.69 2 0.42 8 16.19 2 0.00 2 -1.13 3 1.13 8 42.84 2 -0.35 7 -2.39 3 0.00 2 43.07 2 -1.00 8 -2.44 4 0.04 7 16.47 2 -0.41 8 -0.99 4 0.19 8 -0.01 4 -0.27 7 -0.30 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 6.01 2 -0.53 7 -0.03 4 ?G • RISA-3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #llD Fresno, CA 93720-2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec 3D � J13 1 D � 2U � 3U � < Envelope Shear Axial lc ]/-y lc 1.18 8 0.31 4 0.00 1 -3,04 2 0.57 8 0.04 1 0.57 8 0.04 1 0.57 8 0.04 1 0.47 4 -1.45 7 0.47 4 - 1.45 7 0.47 4 - 1.45 7 0.47 4 - 1.45 7 0.47 4 - 1.45 7 0.47 4 -1.45 7 0.70 -1.52 0.70 - l'53 0.70 - 1.52 0.70 8 - 1.52 7 0.70 8 - 1.52 7 0.70 8 - 1.52 7 0.63 8 - 0.29 3 0.63 8 - 0.29 3 0.63 8 - 0.29 3 4.20 2 - 0.67 4 3.06 2 -0.47 4 1.92 2 -0.27 4 1.84 2 -0.35 4 0.70 2 - 0.27 8 0.11 3 - 0.51 8 0.08 3 -0.54 8 0.27 3 - 1.61 2 0.47 3 - 2.75 2 8 2.50 2.502 7 -0.44 4 8 1.36 1.362 7 -0.24 4 8 0.22 2 7 -0.18 8 0.19 2 -0.21 8 0.17 3 - 0.95 2 0.37 3 -2.09 2 0.29 3 -2.17 2 0.48 3 - 3.31 2 0.68 3 -4.45 2 Section Forces > Shear z-z lc Torque }C IC-ft 0.00 1 0.00 -0.25 7 0.00 0.13 7 0.00 1 0.04 8 0.00 1 0.04 8 - 0.06 7 0.09 7 - 0.01 8 0.00 1 - 0.01 8 0.00 1 -0.10 7 0.11 0.00 0.01 0.00 0.00 -0.08 0.08 7 0.00 4 0.00 8 -0.01 7 0.00 8 -0.11 7 0.10 7 -0.01 8 0.01 7 -0.01 8 0.00 1 - 0.09 7 0.07 7 0.00 1 0.03 8 -0.02 7 0.03 8 -0.12 7 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 7 0.00 2 1 0.00 4 7 0.00 0.002 1 0.00 4 8 0.00 2 7 0.00 4 0.00 8 0.00 10 0.00 8 0.00 10 0.00 8 0.00 10 0.00 8 0.00 10 0.00 8 0.00 10 0.00 8 0.00 10 0.00 9 0.00 8 0.00 9 0.00 8 0.00 9 0.00 8 Job : SPAN97.121 Page: 25 Date: 1/09/98 File: 97121RVA Moment Moment lc l'-l' lc z-z lc I{-ft K -ft 1 0.00 1 20.43 2 1 -1.72 7 -1.23 4 0.00 1 22.99 2 - 0,42 7 -8.18 8 0'03 3 3.61 2 - 0.11 8 -I0.36 8 .0,09 8 1'36 3 - 0,07 7 -1I.27 8 0.09 8 1.96 3 -0.07 7 -11.25 8 0.15 7 2.97 3 0.00 1 -16.47 2 0.00 1 2.93 3 -0.I5 7 -17.I7 2 0.00 1 2.93 3 - 0,15 7 -17.16 2 0.I8 7 I.99 3 - 0.01 8 -11,62 2 0.00 7 0.00 9 0.00 1 0.00 8 0.00 1 0.00 1 0.00 1 0.00 1 0.18 7 1.83 4 0.00 4 -10.28 2 0.01 8 2.61 4 -0.15 7 -I4.49 2 0.01 8 2.61 4 - 0.15 7 -14.49 2 0.I4 7 2.48 4 -0.03 8 -12.45 2 0.00 1 4.17 8 - 0,08 7 -4.34 2 0.00 1 4.19 8 - 0,08 7 -4.35 2 0.10 8 10.38 2 0.00 1 -1,74 3 0,38 8 30.99 2 - 0,33 7 -4.85 3 j RISA -3D (R) Version 3.01 • GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec J16 1 U L 2 U L 3 U L J17 1 U L 2 U L 3 U L J18 1 U L 2 U L 3 U L J19 1 U L 2 U 3 U L J20 1 U L 2 U L 3 U L J21 1 U L 2 U L 3 U L J22 1 U L 2 U L < Envelope Section Forces > Shear Shear Moment Moment Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 0.19 2 3.97 2 0.11 7 0.00 4 0.00 1 32.03 2 - 0.36 3 -0.82 4 0.00 1 -0.01 2 -0.31 7 -7.21 4 0.19 2 2.69 2 0.02 8 0.00 4 0.04 7 12.03 2 - 0.36 3 -0.59 4 0.00 1 -0.01 2 -0.10 8 -2.97 4 0.19 2 1.41 2 0.02 8 0.00 4 0.04 8 -0.07 3 -0.36 3 -0.53 8 -0.10 7 -0.01 2 -0.25 7 -0.28 2 0.90 8 0.00 1 0.90 8 0.00 1 0.90 8 0.00 1 1.22 7 - 0.01 2 1.22 7 - 0.01 2 1.22 7 - 0.01 2 1.22 7 - 0.01 2 1.22 7 - 0.01 2 1.22 7 - 0.01 2 0.57 8 -0.37 7 0.57 8 - 0.37 7 0.57 8 -0.37 7 0.20 4 -0.44 7 0.20 4 -0.44 7 0.20 4 -0.44 7 1.42 7 - 0.09 8 1.42 7 -0.09 8 0.00 8 0.00 4 0.06 3 -1.54 2 0.23 3 - 2.67 2 3.62 2 - 0.45 4 2.61 2 - 0.30 4 1.61 2 - 0.14 4 1.58 2 -0.17 4 0.58 2 -0.01 4 0.14 3 -0.42 2 0.07 3 - 0.50 2 0.22 3 - 1.50 2 0.37 3 - 2.51 2 2.17 2 - 0.26 4 1.17 2 -0.10 4 0.16 2 0.05 4 0.09 2 - 0.03 4 0.13 3 -0.92 2 0.00 8 -0.04 7 0.00 8 -0.14 7 0.00 8 -0.25 7 0.13 7 -0.01 8 0.04 7 -0.01 8 0.00 1 -0.06 7 0.08 7 0.00 4 0.00 8 -0.01 7 0.00 8 -0.11 7 0.11 7 0.00 1 0.02 7 0.00 1 0.00 4 -0.08 7 0.08 7 0.00 8 0.00 1 -0.02 7 0.00 1 -0.11 7 0.11 7 0.00 1 0.01 7 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 3 0.00 8 0.00 3 0.00 8 0.00 3 0.00 3 0.00 8 0.00 3 0.00 8 Job : SPAN97.121 Page: 26 Date: 1/09/98 File: 97121RVA 0.00 1 0.00 1 0.00 8 - 0.53 7 0.00 8 -1.72 7 0.08 8 - 0.45 7 0.04 8 0.00 1 0.00 4 - 0.04 7 0.00 4 -0.04 7 0.15 7 - 0.01 8 0.00 1 - 0.16 7 0.00 1 -0.16 7 0.17 7 0.00 4 0.00 7 0.00 1 0.00 1 0.00 1 0.18 7 0.00 8 0.00 1 -0.16 7 0.00 1 -0.16 7 0.15 7 0.00 4 0.00 1 0.00 1 5.25 2 0.04 3 17.90 2 -0.81 3 18.06 2 - 1.02 4 1.80 9 - 0.58 8 2.24 3 - 9.82 2 2.25 3 - 9.82 2 2.70 3 - 15.60 2 2.34 3 - 16.02 2 2.34 3 - 16.03 2 1.58 3 - 10.69 2 0.00 10 0.00 2 0.00 1 0.00 1 0.96 4 -8.90 2 1.11 4 - 12.45 2 1.12 4 - 12.45 2 0.87 4 - 10.23 2 3$ RISA-3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #I10 Fresno, CA 93720-3926 Costco Station , Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec 3D � J28 I D � 2D � 3U � < Envelope Shear Axial lc y-]/ lc }{ � 1.42 7 0,28 3 - 0.09 8 -1.92 2 1.42 7 - 0.08 8 1.42 7 -0.08 8 1.42 7 -0.08 8 1.58 7 - 0.46 8 1.58 7 -0.46 8 1.58 7 -0.46 8 1.18 8 0.00 1 1.18 8 0.00 1 1.18 8 0.00 1 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.49 8 0.00 3 0.25 3 -1.95 2 0.41 3 - 2.95 2 0.56 3 - 3.95 2 3.55 2 - 0.57 4 2.42 2 - 0.39 4 1.30 2 -0.22 4 0.00 8 0.00 1 0.09 4 - 1.76 2 0.31 4 - 3.04 2 4.16 2 -0.71 4 3.02 2 -0.51 4 1.88 2 - 0.31 4 1.85 2 - 0.34 4 0.71 2 -0.27 8 0.12 3 - 0.51 8 0.09 3 -0.54 8 0.29 3 - 1.60 2 0.49 3 -2.74 2 Section Forces > Shear z-z lc Torque I� f{-ft 0.00 8 0.00 - 0.09 7 0.00 0.07 7 - 0.01 8 0.00 1 - 0.03 7 0.00 1 - 0.12 7 0.11 7 - 0.01 8 0.01 7 -0.01 8 0.00 2 -0.10 7 0.00 8 -0.04 7 0.00 8 -0.14 7 0.00 8 -0.25 7 0.14 7 -0.05 8 0.04 7 - 0.05 8 0.00 l -0.05 7 0.08 7 0.00 1 0.01 8 - 0.01 7 0.01 8 - 0.11 7 0.11 7 0.00 8 0.02 7 0.00 8 0.00 4 - 0.08 7 0.00 3 0.00 8 0.00 3 0.00 8 0.00 3 0.00 8 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 1 0.00 1 0.00 1 0.00 1 0.00 I 0.00 1 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 Job : SPA097,I21 Page: 27 Date: 1/09/98 File: 97121RVA Moment Moment lc l/-], lc z-z lo IC-ft K -ft 3 0.01 8 -0.30 4 8 -0.06 7 -2.86 2 0.01 8 - 0.06 7 0.05 7 - 0.03 8 0.00 2 - 0.35 7 0.07 8 - 0.32 7 0.04 7 0.00 2 0.00 2 - 0.25 7 0.00 0.00 0.00 - 0.53 0.01 -1.72 0.42 8 -0.50 7 0.16 8 - 0.02 3 0.00 1 - 0.09 8 0.00 1 - 0.09 8 0.16 7 - 0.04 8 0.02 8 - 0.16 7 '------ -0.21 4 -2.66 2 10.40 2 - 2.02 3 28.81 2 - 4.59 3 28.90 2 -4.72 4 10.96 2 - 1.85 4 0.00 4 -0.20 2 1 0.00 I 1 0.00 I 8 6.01 2 7 -0.03 4 8 20.43 2 7 -1.23 4 22.84 2 - 8.47 8 3.67 2 -10.41 8 2.22 3 -11.08 8 2.22 3 -11.07 8 3.17 3 -16.27 2 3.07 3 -17.03 2 0.02 8 3.07 3 - 0.16 7 -17,03 2 0.18 7 2'06 3 0.00 4 -11.55 2 0.00 3 0.00 10 0.00 10 0.00 9 „0 RISA -3D (R) Version 3.01 • GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec J29 1 U L 2 U L 3 U L J30 1 U L 2 U L 3 U L J31 1 U L 2 U L 3 U L J32 1 U L 2 U L 3 U L J33 1 U L 2 U L 3 U L J34 1 U L 2 U L 3 U L J35 1 U L 2 U L < Envelope Shear Axial lc y -y lc K K 0.73 8 2.49 2 0.02 1 -0.45 4 0.73 8 1.35 2 0.02 1 -0.25 4 0.73 8 0.21 2 0.02 1 -0.19 8 0.73 0.02 0.73 0.02 0.73 0.02 0.73 8 0.02 1 0.73 8 0.02 1 0.73 8 0.02 1 0.20 2 -0.17 8 0.20 2 - 0.17 8 0.20 2 -0.17 8 1.27 0.00 1.27 0.00 1.27 0.00 0.62 8 -0.24 7 0.62 8 -0.24 7 0.62 8 - 0.24 7 0.62 8 - 0.24 7 0.62 8 - 0.24 7 8 0.18 2 1 -0.22 8 8 0.16 3 1 -0.96 2 8 0.36 3 1 -2.10 2 0.33 3 - 2.13 2 0.53 3 - 3.26 2 0.73 3 - 4.40 2 3.93 2 - 0.87 4 2.64 2 - 0.64 4 1.36 2 -0.58 8 8 0.00 8 1 0.00 4 8 0.00 3 1 -1.91 2 8 0.08 3 1 -3.55 2 5.10 2 - 0.20 4 3.64 2 -0.13 4 2.19 2 - 0.06 4 2.17 2 - 0.08 4 0.71 2 - 0.01 4 Section Forces > Shear z -z lc Torque K K -ft 0.08 7 0.00 0.00 8 0.00 0.00 1 0.00 - 0.01 7 0.00 0.00 1 0.00 -0.11 7 0.00 0.11 7 0.00 1 0.01 8 0.00 1 0.01 8 - 0.09 7 0.07 7 - 0.04 8 0.00 1 - 0.04 8 0.00 1 -0.13 7 0.11 7 -0.03 8 0.01 7 - 0.03 8 0.00 2 - 0.10 7 0.00 8 - 0.04 7 0.00 8 -0.14 7 0.00 8 -0.25 7 0.16 7 -0.16 8 0.06 7 -0.16 8 0.00 2 - 0.16 8 0.08 7 0.00 2 0.04 8 - 0.02 7 Job : SPAN97.121 Page: 28 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 3 0.00 1 0.00 1 2 0.00 1 0.00 1 3 0.18 7 1.86 4 2 -0.01 8 -10.26 2 3 0.00 1 2.66 4 2 -0.16 7 -14.44 2 0.00 3 0.00 1 2.66 4 0.00 2 -0.16 7 - 14.44 2 0.00 3 0.15 7 2.56 4 0.00 2 0.00 1 -12.38 2 0.00 3 0.09 8 4.33 8 0.00 2 -0.05 7 -4.24 2 0.00 3 0.09 8 4.34 8 0.00 2 -0.05 7 -4.24 2 0.00 3 0.05 7 10.13 2 0.00 2 -0.14 8 -1.90 3 0.00 3 0.00 1 30.58 2 0.00 2 -0.37 8 -5.27 3 0.00 2 0.33 8 31.55 2 0.00 3 -0.32 7 -7.72 4 0.00 2 0.14 8 11.83 2 0.00 3 0.00 1 -3.19 4 0.00 2 0.00 2 0.00 3 0.00 3 -0.24 7 -0.19 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.01 8 6.14 2 0.00 1 -0.53 7 0.13 3 0.00 1 0.02 8 22.53 2 0.00 1 -1.72 7 -0.13 3 0.00 2 1.34 8 22.79 2 0.00 4 -0.65 7 -0.21 4 0.00 2 0.50 8 0.76 3 0.00 4 -0.06 7 -0.52 2 0.00 2 0.01 7 1.26 3 0.00 4 -0.33 8 -16.06 2 0.00 2 0.01 7 1.26 3 0.00 4 -0.33 8 -16.05 2 0.00 2 0.18 7 1.47 3 0.00 4 -0.13 8 -23.73 2 040 Member Sec 3 U L J36 1 U L 2 U L 3 U L J37 1 U L 2 U L 3 U L J38 1 U L 2 U L 3 U L J39 1 U L 2 U L 3 U L J40 1 U L 2 U L 3 U L S1 1 U L 2 U L 3 U L RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Shear Shear Axial lc y -y lc z -z lc Torque K K K K -ft 0.62 8 0.07 3 0.04 8 0.00 - 0.24 7 -0.74 2 -0.11 7 0.00 0.62 8 -0.24 7 0.62 8 - 0.24 7 0.62 8 - 0.24 7 0.30 8 - 0.24 7 0.30 8 -0.24 7 0.30 8 -0.24 7 0.30 8 - 0.24 7 0.30 8 -0.24 7 0.30 8 - 0.24 7 0.30 8 -0.24 7 0.30 8 -0.24 7 0.30 8 -0.24 7 0.12 4 -0.56 8 0.12 4 -0.56 8 0.12 4 -0.56 8 0.20 8 0.00 2 0.20 8 0.00 2 0.20 8 0.00 2 0.05 3 -0.76 2 0.12 3 -2.22 2 0.19 3 -3.67 2 3.05 2 - 0.12 4 1.59 2 -0.05 4 0.13 2 0.02 4 0.12 2 0.00 4 0.07 3 - 1.34 2 0.15 3 - 2.79 2 0.13 3 - 2.81 2 0.20 3 -4.27 2 0.27 3 - 5.73 2 5.25 2 -0.28 4 3.61 2 - 0.20 4 1.98 2 - 0.12 4 0.02 1 0.02 1 0.00 1 0.00 1 - 0.02 1 - 0.02 1 0.11 7 - 0.01 8 0.02 7 - 0.01 8 0.00 2 -0.08 7 0.08 7 - 0.01 8 0.00 1 -0.01 7 0.00 1 -0.11 7 0.11 7 0.00 1 0.03 8 0.00 1 0.03 8 -0.09 7 0.07 7 -0.14 8 0.00 1 -0.14 8 0.00 1 -0.14 8 0.11 7 -0.10 8 0.01 7 -0.10 8 0.00 2 -0.10 8 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : SPAN97.121 Page: 29 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 2 0.07 8 1.30 3 4 -0.17 7 -23.65 2 0.00 2 0.07 8 1.30 3 0.00 4 -0.17 7 -23.66 2 0.00 2 0.17 7 0.84 3 0.00 4 0.00 2 -15.72 2 0.00 2 0.00 9 0.00 1 0.00 4 0.00 3 0.00 2 0.00 3 0.00 1 0.00 1 0.00 2 0.00 1 0.00 1 0.00 3 0.18 7 0.47 4 0.00 2 -0.04 8 -12.37 2 0.00 3 0.00 1 0.56 4 0.00 2 -0.15 7 -16.98 2 0.00 3 0.00 1 0.56 4 0.00 2 -0.15 7 -16.97 2 0.00 3 0.15 7 0.35 4 0.00 2 0.00 1 -13.72 2 0.00 3 0.30 8 -0.23 '4 0.00 2 -0.06 7 -2.70 2 0.00 3 0.30 8 -0.23 4 0.00 2 -0.06 7 -2.70 2 0.00 3 0.05 7 16.18 2 0.00 2 -0.44 8 -1.13 3 0.00 3 0.00 1 42.83 2 0.00 2 -1.17 8 -2.39 3 0.00 2 1.04 8 43.06 2 0.00 3 -0.33 7 -2.45 4 0.00 2 0.43 8 16.47 2 0.00 3 0.00 2 -0.99 4 0.00 2 0.00 1 -0.01 4 0.00 3 -0.26 7 -0.30 2 0.01 9 0.00 1 0.00 1 0.00 8 0.00 1 0.00 1 0.01 9 0.00 1 -0.03 1 0.00 8 0.00 1 -0.03 1 0.01 9 0.00 1 0.00 1 0.00 8 0.00 1 0.00 1 ° RISA-3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #1I0 Fresno, CA 93720-3926 Costco Station , Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Shear Shear Axial lc y-y lc z-z 0.25 8 0.0I 1 0.00 0.00 1 0.01 1 0.00 0.25 8 0,00 1 0.00 0.00 1 0.00 1 0.00 0.25 8 -0.01 1 0.08 0.00 1 -0.01 1 0.00 Member Sec 88 1 D � 2D � 0.39 7 0.00 1 0.39 7 0.00 1 0.39 7 0.00 1 0.19 8 -0.11 7 0.19 8 - 0.11 7 0.19 8 -0.11 7 0.22 7 -0.04 8 0.22 7 - 0.04 8 0.22 7 -0.04 8 0.44 7 - 0.06 8 0.44 7 - 0.06 8 0.44 7 - 0.06 8 0.00 1 - 0.44 7 0.00 1 - 0.44 7 0.00 1 -0.44 7 0.00 2 - 0.22 7 0.00 2 -0.22 7 0.01 1 0.01 1 0.00 1 0.00 1 -0.01 1 - 0.01 1 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 -0.01 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 - 0.01 1 0.02 1 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 lc Torque lc K ft 1 0.01 8 1 0.00 ] 1 0.01 8 1 0.00 ] 1 0.01 8 1 0.00 3 0.00 3 -0.01 8 0.00 3 - 0.01 8 0.00 3 -0.01 8 0.00 8 - 0.01 9 0.00 8 - 0.01 9 0.00 8 -0.01 9 0.01 8 - 0.01 2 0.01 8 -0.01 2 0.01 8 -0.01 2 0.00 7 - 0.02 8 0.00 7 - 0.02 8 0.00 7 - 0.02 8 0.02 8 0.00 7 0.02 8 0.00 7 0.02 8 0.00 7 0.01 2 - 0.01 8 0.01 2 - 0.01 8 Job : SPAN97.121 Page: 30 Date: I/09/98 File: 97121RVA Moment Moment y-y lc z-z lc }C-ft IC-ft 0.00 1 8.00 1 0.00 1 0.00 1 0.00 1 -0.03 1 0.00 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.02 1 -0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.03 1 - 0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.02 1 - 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 -0.03 1 42. RISA-3D (R) Version 3.01 8M& Consulting Engineers 7337 N. First, #110 Fresno, CA 93730-3936 Costco Station , Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Member Shear Shear Sec Axial lc j,-l/ lc ]� }C 3 lJ 0.00 0.002 -0.03 l I, -0.32 7 -0,03 1 0.22 7 0.00 1 0.22 7 0.00 1 0.22 7 0.00 1 0.43 7 0.00 1 0.43 7 0.00 1 0.43 7 0.00 1 0.05 8 - 0.43 7 0.05 8 -0.43 7 0.05 8 -0.43 7 0.04 8 - 0.21 7 0.04 8 - 0.21 7 0.04 8 -0.21 7 0.15 7 -0.17 8 0.15 7 -0.17 8 0.15 7 - 0.17 8 0.31 7 - 0.23 8 0.31 7 - 0.23 8 0.31 7 -0.23 8 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 -0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 - 0.01 1 0.01 1 0.01 1 0.00 1 0.00 1 -0.01 1 -0.01 1 0.02 1 0.02 1 0.00 1 0.00 1 - 0.02 1 - 0.02 1 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 -0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 - 0.01 1 0.00 0.00 0.00 0.00 0.00 0.00 z-z lc Torque lc I{ f{-ft 0.00 1 0.01 2 0.00 1 -0.01 8 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 1 0.01 8 1 0.00 7 1 0.01 8 1 0.00 7 1 0.01 8 1 0.00 7 0.00 2 -0.01 8 0.00 2 - 0.01 8 0.00 2 - 0.01 8 0.01 8 0.00 2 0.01 8 0.00 2 O .01 8 0.00 2 O .00 1 - 0.01 8 0.00 1 -0.01 8 0.00 1 - 0.01 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.01 8 0.00 2 0.01 8 0.00 2 0.01 8 0.00 2 Job : 8PAN97.I21 Page: 31 Date: 1/09/98 File: 97131B\A Moment Moment y-y lc z-z lc l{-ft K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.03 1 - 0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.02 1 -0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.02 1 - 0.02 I 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 - 0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 - 0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.00 1 0.00 1 ^`� WNN Member Sec S15 1 U L 2 U L 3 U L S16 1 U L 2 U L 3 U L S17 1 U L 2 U L 3 U L S18 1 U L 2 U L 3 U L S19 1 U L 2 U L 3 U L S20 1 U L 2 U L 3 U L S21 1 U L 2 U L 0.00 2 - 0.17 8 0.00 2 - 0.17 8 0.00 2 -0.17 8 0.00 1 -1.60 7 0.00 1 -1.60 7 0.00 1 -1.60 7 2.05 7 - 0.03 8 2.05 7 -0.03 8 2.05 7 - 0.03 8 2.18 7 0.00 1 2.18 7 0.00 1 2.18 7 0.00 1 0.06 7 - 0.01 8 0.06 7 - 0.01 8 ...�wv.ebtY 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.28 10 0.03 1 0.00 1 0.03 1 0.28 10 0.00 1 0.00 1 0.00 1 0.28 10 -0.03 1 0.00 1 -0.03 1 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Shear Axial lc y -y lc K K 0.46 7 0.01 1 - 0.24 8 0.01 1 0.46 7 0.00 1 - 0.24 8 0.00 1 0.46 7 -0.01 1 -0.24 8 -0.01 1 0.03 1 0.03 1 0.00 1 0.00 1 -0.03 1 -0.03 1 0.03 1 0.03 1 0.00 1 0.00 1 - 0.03 1 - 0.03 1 0.03 1 0.03 1 0.00 1 0.00 1 - 0.03 1 - 0.03 1 0.03 1 0.03 1 0.00 1 0.00 1 Section Forces > Shear z -z lc Torque K K -ft 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V.V.( 0.00 8 0.00 2 0.00 8 0.00 2 0.00 8 0.00 2 0.00 3 - 0.01 8 0.00 3 -0.01 8 0.00 3 -0.01 8 0.00 3 -0.01 8 0.00 3 - 0.01 8 0.00 3 - 0.01 8 0.00 3 -0.02 8 0.00 3 -0.02 8 0.00 3 -0.02 8 0.00 2 - 0.02 8 0.00 2 -0.02 8 0.00 2 - 0.02 8 0.01 2 -0.01 8 0.01 2 - 0.01 8 Job : SPAN97.121 Page: 32 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 2 0.00 1 0.00 1 8 0.00 1 0.00 1 2 0.00 1 -0.02 1 8 0.00 1 -0.02 1 2 0.00 1 0.00 1 8 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 +1• 0.00 1 0.00 1 - 0.03 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.08 1 - 0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.08 1 -0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.08 1 - 0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.08 1 -0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.08 1 - 0.08 1 r RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec Axial lc K 3 U 0.06 7 L -0.01 8 S22 1 U L 2 U L 3 U L C7 1 U L 2 U L 3 U L C8 1 U L 2 U L 3 U L J41 1 U L 2 U L 3 U L J42 1 U L 2 U L 3 U L J43 1 U L 2 U L 3 U L 0.07 8 - 1.69 7 0.07 8 - 1.69 7 0.07 8 - 1.69 7 17.68 2 0.10 4 17.39 2 -0.19 4 17.09 2 -0.49 4 17.65 2 - 1.58 3 17.36 2 -1.87 3 17.06 2 - 2.17 3 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.20 7 - 0.56 8 0.20 7 -0.56 8 0.20 7 -0.56 8 0.20 7 - 0.56 8 0.20 7 -0.56 8 0.20 7 - 0.56 8 < Envelope Section Forces > Shear Shear y -y lc z -z lc Torque lc K K K -ft - 0.03 1 0.00 1 0.01 2 -0.03 1 0.00 1 -0.01 8 0.03 1 0.03 1 0.00 1 0.00 1 -0.03 1 - 0.03 1 3.58 8 - 0.10 3 2.68 8 -0.10 3 1.95 8 -0.10 3 3.60 8 - 0.11 3 2.70 8 -0.11 3 1.97 8 - 0.11 3 -0.02 9 -0.02 8 - 0.01 3 -0.20 2 0.00 3 -0.38 2 1.59 2 -0.12 4 0.32 2 - 0.06 4 0.01 3 - 0.95 2 - 0.01 3 - 0.97 2 0.06 3 -2.43 2 0.13 3 - 3.88 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 2.89 7 - 0.63 2 1.99 7 - 0.63 2 1.26 7 -0.63 2 3.20 7 0.01 4 2.30 7 0.01 4 1.57 7 O .01 4 O .21 7 -0.14 8 0.20 7 -0.14 8 0.19 7 -0.14 8 0.08 7 -0.04 8 0.00 1 -0.04 8 0.00 1 -0.08 7 0.16 8 0.00 1 0.16 8 -0.06 7 0.16 8 -0.16 7 0.00 2 -0.01 8 0.00 2 - 0.01 8 0.00 2 - 0.01 8 0.31 8 -0.01 2 0.31 8 - 0.01 2 0.31 8 -0.01 2 0.01 2 - 0.37 8 0.01 2 - 0.37 8 0.01 2 -0.37 8 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 Job : SPAN97.121 Page: 33 Date: 1/09/98 File: 97121RVA Moment Moment y -y lc z -z lc K -ft K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.08 1 0.00 1 -0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 3.83 2 31.05 8 -22.56 7 -0.71 3 0.57 7 1.53 8 -1.96 2 -0.17 2 14.60 7 1.19 3 - 7.75 2 -18.89 8 - 0.06 4 31.26 8 -24.43 7 -0.80 3 1.96 2 1.58 8 0.02 4 -0.14 2 18.40 7 1.31 3 0.10 4 -18.99 8 0.00 1 0.04 2 0.00 1 0.00 4 0.14 7 0.11 2 -0.09 8 0.01 4 0.27 7 0.30 2 -0.19 8 0.01 4 0.00 1 0.00 1 0.00 1 0.00 1 0.19 7 0.42 4 -0.19 8 -4.47 2 0.00 1 0.55 4 -0.37 8 -2.98 2 0.00 1 0.55 4 -0.37 8 -3.01 2 0.49 8 6.06 2 -0.09 7 0.37 3 1.35 8 22.89 2 -0.67 7 -0.15 3 45 • RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Member Shear Shear Sec Axial lc y -y lc K K J44 1 U 0.00 1 3.55 2 L -1.27 8 -0.08 3 2 U 0.00 1 1.91 2 L -1.27 8 0.00 3 3 U 0.00 1 0.00 8 L -1.27 8 0.00 1 J45 1 U L 2 U L 3 U L J46 1 U L 2 U L 3 U L J47 1 U L 2 U L 3 U L J48 1 U L 2 U L 3 U L J49 1 U L 2 U L 3 U L J50 1 U L 2 U L 0.01 2 -1.36 7 0.01 2 -1.36 7 0.01 2 - 1.36 7 0.20 2 - 1.37 7 0.20 2 - 1.37 7 0.20 2 -1.37 7 0.20 2 - 1.37 7 0.20 2 - 1.37 7 0.20 2 -1.37 7 0.00 1 - 1.18 8 0.00 1 - 1.18 8 0.00 1 -1.18 8 0.00 1 0.00 8 0.00 1 0.00 8 0.00 1 0.00 8 1.58 7 -0.46 8 1.58 7 - 0.46 8 - 0.08 2 - 0.08 7 - 0.06 4 -0.22 2 - 0.03 4 -0.37 2 1.04 2 - 0.67 8 0.05 2 - 0.88 8 0.11 3 - 1.09 8 0.08 3 - 1.12 8 0.28 3 - 2.12 2 0.48 3 -3.26 2 3.04 2 - 0.31 3 1.76 2 -0.09 3 0.00 9 0.00 8 -0.02 8 - 0.03 2 -0.01 3 -0.15 2 0.01 3 - 0.28 2 1.02 2 -0.21 4 0.14 2 - 0.07 4 ^t WA k� mMw�twwr�.•w.wrnsrwn. r.w..+u.......... z -z lc Torque lc K K -ft 0.25 7 0.00 1 0.00 1 0.00 1 0.14 7 0.00 1 0.00 1 0.00 1 0.03 7 0.00 1 0.00 1 0.00 1 0.20 7 - 0.03 8 0.19 7 - 0.03 8 0.18 7 - 0.03 8 0.08 7 -0.01 8 0.00 2 - 0.01 7 0.00 2 - 0.09 7 0.06 7 0.00 2 0.03 8 - 0.03 7 0.03 8 - 0.13 7 0.25 7 0.00 1 0.14 7 0.00 1 0.03 7 0.00 1 0.20 7 0.00 2 0.19 7 0.00 2 0.18 7 0.00 2 0.08 7 0.00 2 0.00 8 -0.01 7 0.01 2 0.00 4 0.01 2 0.00 4 0.01 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 2 0.00 4 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 0.00 4 0.00 2 0.00 4 Job : SPAN97.121 Page: 34 Date: 1/09/98 File: 97121RVA 0.00 1 0.00 1 0.13 7 -0.02 8 0.25 7 - 0.04 8 0.00 1 0.00 1 0.16 7 - 0.04 8 0.00 2 -0.07 7 0.00 2 -0.07 7 0.10 8 - 0.01 2 0.27 8 - 0.42 7 0.00 1 -1.72 7 0.00 1 - 0.53 7 0.00 3 0.00 7 0.00 1 0.00 1 0.13 7 0.00 2 0.25 7 0.00 2 0.00 1 0.00 1 0.16 7 0.00 2 46, Moment Moment y -y lc z -z lc K -ft K -ft 0.00 1 22.53 2 -1.72 7 -0.13 3 0.00 1 6.14 2 - 0.53 7 0.13 3 0.00 3 0.00 2 0.00 7 0.00 9 0.01 8 - 0.02 2 0.08 2 0.04 3 0.28 2 0.07 3 0.00 1 0.00 1 3.60 8 - 2.54 2 8.18 8 - 0.42 2 8.16 8 - 0.40 2 14.75 8 -0.34 3 22.62 8 -2.35 3 20.43 2 - 1.22 3 6.01 2 - 0.03 3 0.00 8 0.00 9 0.00 7 -0.01 8 0.06 2 0.01 4 0.20 2 0.00 4 0.00 1 0.00 1 0.66 4 - 2.71 2 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec 3 U L J51 1 U L 2 U L 3 U L J52 1 U L 2 U L 3 U L J53 1 U L 2 U L 3 U L J54 1 U L 2 U L 3 U L J55 1 U L 2 U L 3 U L J56 1 U L 2 U L 3 U L < Envelope Shear Axial lc y -y lc K K 1.58 7 0.07 3 -0.46 8 -0.74 2 0.11 4 - 0.42 8 0.11 4 - 0.42 8 0.11 4 -0.42 8 0.00 1 - 0.90 8 0.00 1 - 0.90 8 0.00 1 -0.90 8 0.00 7 0.00 8 0.00 7 0.00 8 0.00 7 0.00 8 0.20 2 - 0.17 8 0.20 2 -0.17 8 0.20 2 -0.17 8 0.20 2 -0.17 8 0.20 2 - 0.17 8 0.20 2 - 0.17 8 0.00 1 - 1.18 8 0.00 1 - 1.18 8 0.00 1 - 1.18 8 - 0.01 3 -0.81 2 0.14 3 -1.82 2 0.29 3 -2.82 2 2.67 2 - 0.23 3 1.54 2 - 0.06 3 0.00 2 0.00 8 - 0.03 9 -0.03 8 0.00 4 -0.17 2 0.02 4 - 0.31 2 1.05 2 - 0.67 8 0.05 2 - 0.88 8 0.11 3 -1.09 8 0.09 3 - 1.12 8 0.28 3 -2.12 2 0.48 3 -3.26 2 3.04 2 - 0.31 3 1.76 2 -0.09 3 0.00 9 0.00 8 Section Forces > Shear z -z lc Torque K K -ft 0.00 8 0.00 -0.09 7 0.00 0.06 7 -0.01 8 0.00 2 - 0.03 7 0.00 2 - 0.13 7 0.25 7 0.00 8 0.14 7 0.00 8 0.03 7 0.00 8 0.18 7 0.00 2 0.18 7 0.00 2 0.18 7 0.00 2 0.08 7 0.00 2 0.01 8 -0.01 7 0.01 8 - 0.09 7 0.06 7 -0.04 8 0.00 2 - 0.04 8 0.00 2 - 0.13 7 0.25 7 0.00 8 0.14 7 0.00 8 0.03 7 0.00 8 0.00 4 0.00 2 0.00 4 O .00 2 0.00 4 0.00 2 O .00 1 0.00 1 0.00 1 0.00 1 O .00 1 0.00 1 0.00 1 O .00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 O .00 3 0.00 2 0.00 3 O .00 2 0.00 3 0.00 2 0.00 3 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : SPAN97.121 Page: 35 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 2 0.02 8 0.69 4 4 -0.08 7 -1.33 2 0.02 8 0.70 4 - 0.08 7 -1.33 2 0.00 2 5.68 2 - 0.03 8 0.28 3 0.01 2 18.05 2 - 0.44 7 -0.89 3 0.00 8 17.90 2 - 1.72 7 -0.81 3 0.00 8 5.25 2 - 0.53 7 0.04 3 0.00 3 0.00 9 0.00 7 0.00 2 0.00 1 0.00 8 0.00 1 -0.04 2 0.12 7 0.03 8 0.00 2 0.01 3 0.24 7 0.19 2 0.00 2 0.00 3 0.00 1 0.00 1 0.00 1 0.00 1 0.16 7 3.62 8 0.00 2 -2.56 2 0.10 8 8.22 8 -0.07 7 -0.47 2 0.10 8 8.20 8 - 0.07 7 -0.44 2 0.01 2 14.81 8 - 0.13 8 -0.44 3 0.03 2 22.71 8 - 0.48 7 -2.48 3 0.00 8 20.43 2 - 1.72 7 -1.22 3 0.00 8 6.01 2 - 0.53 7 -0.03 3 0.00 3 0.00 10 0.00 7 0.00 9 47 __..�..»..,..........•cew�.. v; a�7rrwtxmgYns�Yr R. 7e: vakah�irw�rYteWSr�'*. riFw' ewisi5. a�a. hrs. n. �na.w...,,7.,.�...- .,.._..�.., � . RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec J57 1 U L 2 U L 3 U L J58 1 U L 2 U L 3 U L J59 1 U L 2 U L 3 U L J60 1 U L 2 U L 3 U L S23 1 U L 2 U L 3 U L S24 1 U L 2 U L 3 U L S25 1 U L 2 U L < Envelope Shear Axial lc y -y lc K K 0.00 8 -0.02 2 0.00 3 -0.02 9 0.00 8 -0.01 4 0.00 3 -0.20 2 0.00 8 0.00 4 0.00 3 -0.38 2 0.12 4 -0.56 8 0.12 4 - 0.56 8 0.12 4 - 0.56 8 0.12 4 -0.56 8 0.12 4 - 0.56 8 0.12 4 -0.56 8 0.00 1 -1.27 8 0.00 1 - 1.27 8 0.00 1 - 1.27 8 0.14 8 -0.21 7 0.14 8 -0.21 7 0.14 8 - 0.21 7 0.59 7 0.00 2 0.59 7 0.00 2 0.59 7 0.00 2 0.39 7 0.00 2 0.39 7 0.00 2 1.59 2 -0.12 4 0.32 2 - 0.06 4 0.01 3 -0.95 2 -0.01 3 -0.97 2 0.06 3 -2.43 2 0.13 3 -3.89 2 3.55 2 -0.08 3 1.91 2 0.00 3 0.00 8 0.00 1 0.02 1 0.02 1 0.00 1 0.00 1 - 0.02 1 -0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 -0.01 1 -0.01 1 0.01 1 0.01 1 0.00 1 0.00 1 Section Forces > Shear z -z lc Torque K K -ft 0.21 7 0.00 0.00 1 0.00 0.20 7 0.00 0.00 1 0.00 0.18 7 0.00 0.00 1 0.00 0.08 7 0.00 1 0.04 8 0.00 3 0.04 8 -0.09 7 0.04 7 -0.17 8 0.00 1 -0.17 8 0.00 1 -0.17 8 0.25 7 0.00 8 0.14 7 0.00 8 0.03 7 0.00 8 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 2 0.00 3 0.00 1 0.00 1- 0.00 1 0.00 1 0.00 1 0.00 1 0.00 4 -0.04 2 0.00 4 -0.04 2 0.00 4 -0.04 2 1 0.00 7 1 -0.01 8 1 0.00 7 1 -0.01 8 1 0.00 7 1 -0.01 8 0.01 8 0.00 7 0.01 8 0.00 7 Job : SPAN97.121 Page: 36 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 1 0.00 1 0.04 2 1 0.00 1 0.00 4 1 0.13 7 0.11 2 1 0.00 1 0.01 4 1 0.26 7 0.30 2 1 0.00 1 0.01 4 0.00 1 0.00 1 0.19 8 0.00 1 0.38 8 -0.04 3 0.38 8 -0.04 3 0.00 1 -0.50 8 0.00 1 -1.39 8 0.02 8 -1.72 7 0.01 8 -0.53 7 0.00 3 0.00 7 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.42 4 - 4.47 2 0.55 4 - 2.98 2 0.55 4 - 3.01 2 6.06 2 0.37 3 22.89 2 -0.15 3 22.53 2 -0.13 3 6.14 2 0.13 3 0.00 2 0.00 9 0.00 0.00 -0.03 - 0.03 0.00 0.00 1 1 1 1 1 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.02 1 -0.02 1 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec 3 U L S26 1 U L 2 U L 3 U L S27 1 U L 2 U L 3 U L S28 1 U L 2 U L 3 U L S29 1 U L 2 U L 3 U L S30 1 U L 2 U L 3 U L S31 1 U L 2 U L 3 U L < Envelope Shear Axial lc y -y lc K K 0.39 7 -0.01 1 0.00 2 -0.01 1 0.21 7 0.00 1 0.21 7 0.00 1 0.21 7 0.00 1 0.00 1 - 0.20 8 0.00 1 - 0.20 8 0.00 1 - 0.20 8 0.00 1 -0.27 7 0.00 1 - 0.27 7 0.00 1 - 0.27 7 0.28 7 -0.26 8 0.28 7 -0.26 8 0.28 7 - 0.26 8 0.13 7 -0.21 8 0.13 7 -0.21 8 0.13 7 -0.21 8 0.01 2 - 1.82 7 0.01 2 - 1.82 7 0.01 2 -1.82 7 0.02 1 0.02 1 0.00 1 0.00 1 - 0.02 1 -0.02 1 0.02 1 0.02 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 -0.01 1 -0.01 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 - 0.01 1 0.02 1 0.02 1 0.00 1 0.00 1 - 0.02 1 - 0.02 1 0.03 1 0.03 1 0.00 1 0.00 1 -0.03 1 - 0.03 1 Section Forces > Shear z -z lc Torque lc K K -ft 0.00 1 0.01 8 0.00 1 0.00 7 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.04 2 0.00 4 0.04 2 0.00 4 0.04 2 0.00 4 0.03 2 - 0.01 8 0.03 2 -0.01 8 0.03 2 - 0.01 8 0.02 8 0.00 7 0.02 8 0.00 7 0.02 8 0.00 7 0.00 7 -0.02 8 0.00 7 - 0.02 8 0.00 7 - 0.02 8 0.01 8 -0.03 2 0.01 8 - 0.03 2 0.01 8 -0.03 2 0.00 3 - 0.01 2 0.00 3 - 0.01 2 0.00 3 - 0.01 2 Job : SPAN97.121 Page: 37 Date: 1/09/98 File: 97121RVA Moment Moment y -y lc z -z lc K -ft K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 4.1 0.00 1 0.00 1 -0.03 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.02 1 - 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.02 1 -0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.03 1 -0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.08 1 - 0.08 1 0.00 1 0.00 1 ale sewar.4 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d Member Sec S32 1 U L 2 U L 3 U L S33 1 U L 2 U L 3 U L B19 1 U L 2 U L 3 U L B20 1 U L 2 U L 3 U L B21 1 U L 2 U L 3 U L B22 1 U L 2 U L 3 U L B23 1 U L 2 U L < Envelope Shear Axial lc y -y lc K K 0.00 1 0.03 1 - 0.32 10 0.03 1 0.00 1 0.00 1 -0.32 10 0.00 1 0.00 1 -0.03 1 - 0.32 10 -0.03 1 1.74 7 -0.05 8 1.74 7 -0.05 8 1.74 7 - 0.05 8 0.16 8 -0.41 7 0.16 8 - 0.41 7 0.16 8 - 0.41 7 0.92 3 - 0.62 2 0.92 3 -0.62 2 0.92 3 - 0.62 2 0.08 8 - 0.63 2 0.08 8 - 0.63 2 0.08 8 - 0.63 2 0.07 8 -0.77 7 0.07 8 -0.77 7 0.07 8 - 0.77 7 0.03 8 -1.16 7 0.03 8 - 1.16 7 0.03 1 0.03 1 0.00 1 0.00 1 -0.03 1 - 0.03 1 0.22 3 - 7.44 2 0.08 3 -7.57 2 -0.06 3 - 7.71 2 9.38 2 - 0.55 4 9.35 2 -0.58 4 9.33 2 -0.60 4 3.30 9 - 0.01 4 3.18 9 -0.13 4 3.05 9 -0.26 4 1.73 3 -2.75 2 1.61 3 - 2.87 2 1.48 3 - 3.00 2 2.28 3 - 9.30 2 2.25 3 -9.32 2 Section Forces > Shear z -z lc Torque K K -ft 0.00 1 0.00 0.00 1 -0.02 0.00 1 0.00 0.00 1 -0.02 0.00 1 0.00 0.00 1 -0.02 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.01 1 -0.71 8 - 0.01 1 -0.71 8 -0.01 1 - 0.71 8 1.21 8 - 0.17 3 1.21 8 -0.17 3 1.21 8 -0.17 3 0.26 8 -0.31 7 0.26 8 -0.31 7 0.26 8 - 0.31 7 0.01 2 - 0.21 8 0.01 2 -0.21 8 0.01 2 - 0.21 8 - 0.03 3 - 1.23 8 - 0.03 3 - 1.23 8 0.00 3 - 0.01 2 0.00 3 -0.01 2 0.00 3 - 0.01 2 0.50 8 - 0.02 3 0.50 8 - 0.02 3 0.50 8 -0.02 3 1.17 3 - 18.39 8 1.17 3 - 18.39 8 1.17 3 -18.39 8 0.04 3 -0.41 8 0.04 3 -0.41 8 0.04 3 -0.41 8 0.42 8 -0.04 3 0.42 8 - 0.04 3 0.42 8 - 0.04 3 18.48 8 -1.29 3 18.48 8 -1.29 3 Job : SPAN97.121 Page: 38 Date: 1/09/98 File: 97121RVA Moment Moment lc y -y lc z -z lc K -ft K -ft 3 0.00 1 0.00 1 2 0.00 1 0.00 1 3 0.00 1 -0.08 1 2 0.00 1 -0.08 1 3 0.00 1 0.00 1 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.08 1 0.00 1 -0.08 1 0.00 1 0.00 1 0.00 1 0.00 1 1.36 8 0.00 2 0.01 1 0.00 3 0.38 7 24.39 2 -0.94 8 -0.48 3 0.02 3 49.24 2 -3.24 8 -0.51 3 0.03 3 41.51 9 - 2.93 8 -0.56 4 -0.01 1 36.51 9 - 2.22 8 -0.23 4 0.09 2 31.51 9 -1.52 8 0.12 4 0.86 7 31.52 9 - 1.25 8 0.11 4 0.04 2 22.07 9 -0.48 8 0.32 4 0.29 8 13.83 2 -0.95 7 0.89 4 0.33 7 13.83 2 0.00 2 0.89 4 0.03 2 22.03 2 - 0.41 8 -3.34 3 0.06 2 30.59 2 - 1.02 8 -7.85 3 0.83 7 30.58 2 - 1.39 8 -7.85 3 0.66 7 36.02 2 -2.11 8 -9.18 3 5C .. .. F ����r" , W: ItS!' ytlwu�iax. �::+ va.. h. .,., ....,.... Member Sec 3 U L B24 1 U L 2 U L 3 U L Memb J40 J8 J7 J39 B14 B17 C3 C6 B20 B23 J16 B13 B18 J32 J15 Cl C4 J31 J24 B2 J23 B5 B1 B6 C7 C8 B24 B19 J3 J35 J36 0.859 1 2 0.859 1 2 0.853 3 2 0.852 3 2 0.766 1 8 0.759 3 8 0.752 3 2 0.747 3 2 0.727 1 8 0.726 3 8 0.647 1 2 0.633 3 2 0.632 1 2 0.630 1 2 0.618 3 2 0.617 3 2 0.614 3 2 0.610 3 2 0.578 1 2 0.573 1 8 0.573 3 2 0.568 3 8 0.518 3 2 0.517 1 2 0.513 3 2 0.511 3 2 0.478 1 2 0.478 3 2 0.473 2 2 0.473 2 2 0.471 1 2 0.40 7 0.00 1 0.40 7 0.00 1 0.40 7 0.00 1 4 M , ! x? M R/ GN✓ 3 mkxY. �mtrd��^ tr.: rrxreNCy�muaw... nuo�uoa� ,.,w.-- .,..............,- _ RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope Section Forces > Shear Shear Axial is y -y lc z -z lc Torque lc K K K K -ft 0.03 8 2.23 3 -0.03 3 18.48 8 -1.16 7 -9.35 2 -1.23 8 -1.29 3 7.71 2 0.06 3 7.57 2 -0.08 3 7.44 2 -0.22 3 0.71 8 -0.25 7 0.71 8 -0.25 7 0.71 8 -0.25 7 0.02 3 -0.51 8 0.02 3 -0.51 8 0.02 3 -0.51 8 Job : SPAN97.121 Page: 39 Date: 1/09/98 File: 97121RVA Moment y -y lc K -ft 0.50 7 - 2.82 8 0.50 7 - 3.19 8 - 0.01 1 -0.89 8 1.41 8 -1.09 7 51 Moment z -z lc K -ft 41.47 2 -10.48 3 49.24 2 - 0.51 3 24.39 2 - 0.48 3 0.00 2 0.00 3 < Envelope AISC Unity Checks > Unity Shear Fb Fb Cm Cm ASD Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi - - -- Ksi - -- -Ksi 0.156 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.156 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.171 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.171 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.353 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H2 -1 0.348 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H2 -1 0.040 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1 -1 0.041 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1 -1 0.346 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H1 -3 0.348 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H1 -3 0.118 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.236 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.236 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.116 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.135 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.035 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1-1 0.037 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1 -1 0.131 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.105 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.257 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H2 -1 0.119 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.252 2 z 8 24.63 35.99 31.67 1.00 1.00 1.00 H2 -1 0.191 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.190 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.039 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1 -1 0.040 1 y 8 6.67 30.36 30.36 1.00 1.00 1.00 H1 -1 0.173 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.173 2 y 2 18.47 27.00 23.76 1.00 1.00 1.00 H1 -3 0.065 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.065 1 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 0.110 3 y 2 13.51 27.00 18.06 1.00 1.00 1.00 H1 -3 • ' D.' l�fJi 'i4�Y3iT.65iMMo-:W.t4rVa...�.,.. r.. H LSYJL 4 ➢ RM: YMKiSklh" xltk': Lf it�SlxNt: Jtiskhw��IV. w. r�r�u�•rrrw.nwar......... +,.-._ RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope AISC Unity Checks > Unity Shear Fb Fb Memb Chk Loc lc Chk Loc lc Fa yy zz Cb Ksi - - -- Ksi - -- -Ksi J4 0.471 1 2 0.110 3 y 2 13.51 27.00 18.06 1.00 J10 0.460 1 2 0.128 1 y 2 13.51 27.00 18.06 1.00 J43 0.458 3 2 0.117 3 y 2 13.51 27.00 18.06 1.00 J26 0.458 1 2 0.124 1 y 2 13.51 27.00 18.06 1.00 J59 0.457 3 2 0.117 3 y 2 13.51 27.00 18.06 1.00 J2 0.456 1 2 0.152 1 y 2 13.51 27.00 18.06 1.00 J34 0.455 1 2 0.152 1 y 2 13.51 27.00 18.06 1.00 J1 0.448 3 2 0.105 3 y 2 13.51 27.00 18.06 1.00 J33 0.448 3 2 0.105 3 y 2 13.51 27.00 18.06 1.00 J44 0.448 1 2 0.105 1 y 2 13.51 27.00 18.06 1.00 J60 0.448 1 2 0.105 1 y 2 13.51 27.00 18.06 1.00 J47 0.446 3 2 0.097 3 y 2 13.51 27.00 18.06 1.00 J55 0.445 3 2 0.097 3 y 2 13.51 27.00 18.06 1.00 S20 0.409 2 7 0.008 1 y 8 4.92 36.79 36.79 1.00 J9 0.406 3 2 0.090 3 y 2 13.51 27.00 18.06 1.00 J25 0.406 3 2 0.090 3 y 2 13.51 27.00 18.06 1.00 J48 0.406 1 2 0.090 1 y 2 13.51 27.00 18.06 1.00 J56 0.406 1 2 0.090 1 y 2 13.51 27.00 18.06 1.00 C2 0.405 3 2 0.029 1 z 7 6.67 30.36 30.36 1.00 C5 0.404 3 2 0.031 1 z 7 6.67 30.36 30.36 1.00 S19 0.386 2 7 0.008 1 y 8 4.92 36.79 36.79 1.00 B15 0.384 1 2 0.081 1 y 2 18.47 27.00 23.76 1.00 B16 0.382 3 2 0.080 3 y 2 18.47 27.00 23.76 1.00 B7 0.360 3 2 0.140 3 y 2 18.47 27.00 23.76 1.00 B12 0.360 1 2 0.140 1 y 2 18.47 27.00 23.76 1.00 J18 0.360 1 2 0.108 1 y 2 13.51 27.00 18.06 1.00 J51 0.360 3 2 0.088 3 y 2 13.51 27.00 18.06 1.00 J17 0.356 3 2 0.079 3 y 2 13.51 27.00 18.06 1.00 J52 0.356 1 2 0.079 1 y 2 13.51 27.00 18.06 1.00 J11 0.343 3 2 0.056 1 y 2 13.51 27.00 18.06 1.00 J12 0.343 1 2 0.083 3 y 2 13.51 27.00 18.06 1.00 J27 0.341 3 2 0.055 1 y 2 13.51 27.00 18.06 1.00 J28 0.340 1 2 0.081 3 y 2 13.51 27.00 18.06 1.00 J5 0.338 3 2 0.092 1 y 2 13.51 27.00 18.06 1.00 J37 0.338 3 2 0.092 1 y 2 13.51 27.00 18.06 1.00 J6 0.338 1 2 0.085 3 y 2 13.51 27.00 18.06 1.00 J38 0.338 1 2 0.085 3 y 2 13.51 27.00 18.06 1.00 S33 0.332 2 7 0.008 1 y 2 4.92 36.79 36.79 1.00 J20 0.319 1 2 0.077 3 y 2 13.51 27.00 18.06 1.00 J19 0.319 3 2 0.048 1 y 2 13.51 27.00 18.06 1.00 B3 0.308 1 2 0.070 2 y 2 18.47 27.00 23.76 1.00 B4 0.307 3 2 0.069 2 y 2 18.47 27.00 23.76 1.00 B11 0.304 3 2 0.159 3 y 2 18.47 27.00 23.76 1.00 B8 0.304 1 2 0.157 1 y 2 18.47 27.00 23.76 1.00 J13 0.289 3 2 0.074 1 y 2 13.51 27.00 18.06 1.00 J14 0.289 1 2 0.062 3 y 2 13.51 27.00 18.06 1.00 Job : SPAN97.121 Page: 40 Date: 1/09/98 File: 97121RVA Cm Cm ASD yy zz Eqn 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -3 1.00 1.00 H1 -3 0.60 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 1.00 1.00 H1 -1 0.60 1.00 H1 -1 1.00 1.00 H2 -1 1.00 1.00 H2 -1 1.00 1.00 H2 -1 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -i 1.00 1.00 H1 -1 1.00 1.00 Hi -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 Hi -3 0.60 1.00 H1 -1 1.00 1.00 H1 -3 1.00 1.00 H1 -3 1.00 1.00 H2 -1 1.00 1.00 H2 -1 1.00 1.00 H2 -1 1.00 1.00 H2 -1 1.00 1.00 H1 -3 1.00 1.00 H1 -3 52 Unity Memb Chk Loc lc J29 0.289 3 2 J30 0.289 1 2 B22 0.266 3 2 B21 0.265 1 2 J22 0.248 1 2 J21 0.248 3 2 B9 0.231 1 2 B10 0.230 3 2 J54 0.129 3 8 J46 0.127 3 8 J42 0.089 2 J58 0.089 2 S18 0.083 2 S31 0.078 2 S22 0.075 2 S17 0.073 2 7 J50 0.054 2 2 S32 0.052 2 1 S21 0.052 2 1 S24 0.032 2 7 S5 0.030 2 7 S9 0.029 2 7 S26 0.029 2 7 S1 0.028 2 8 S4 0.028 2 8 S15 0.027 2 7 S6 0.026 2 7 S10 0.026 2 7 J45 0.025 3 7 S13 0.025 2 7 S3 0.024 2 7 S23 0.024 2 8 S25 0.024 2 7 S30 0.024 2 7 S14 0.021 2 7 S27 0.021 2 2 S8 0.021 2 2 S16 0.021 2 2 S12 0.021 2 2 S29 0.020 2 7 S2 0.019 2 8 S7 0.018 2 7 S11 0.018 2 7 J41 0.018 3 7 J57 0.018 3 7 J49 0.017 3 7 • § lizr.:ip.YSr:tI41 RISA -3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720 -2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121rva.r3d < Envelope AISC Unity Checks > Shear Fb Fb Chk Loc lc Fa yy zz Ksi - - -- Ksi - -- -Ksi 0.075 1 y 2 13.51 27.00 18.06 0.063 3 y 2 13.51 27.00 18.06 0.061 2 y 2 18.47 27.00 23.76 O .061 2 y 2 18.47 27.00 23.76 0.059 3 y 2 13.51 27.00 18.06 0.068 1 y 2 13.51 27.00 18.06 O .052 1 y 2 18.47 27.00 23.76 0.052 3 y 2 18.47 27.00 23.76 0.032 1 y 2 18.01 35.99 24.08 0.031 1 y 2 18.01 35.99 24.08 2 0.049 1 y 2 13.51 27.00 18.06 2 0.049 1 y 2 13.51 27.00 18.06 10 0.007 1 y 2 4.92 36.79 36.79 7 0.006 1 y 2 4.92 36.79 36.79 7 0.004 1 y 2 4.92 36.79 36.79 0.004 1 y 8 4.92 36.79 36.79 0.034 1 y 2 13.51 27.00 18.06 0.012 1 y 2 3.69 27.60 27.60 0.006 1 y 2 3.69 27.60 27.60 0.004 3 y 8 20.09 36.79 36.79 0.008 1 y 2 12.37 36.79 36.79 0.005 1 y 8 12.37 36.79 36.79 0.021 1 y 2 12.37 36.79 36.79 0.006 1 y 2 12.37 36.79 36.79 0.006 1 y 2 12.37 36.79 36.79 0.003 1 y 2 20.09 36.79 36.79 0.007 3 y 8 20.09 36.79 36.79 0.004 1 y 8 20.09 36.79 36.79 0.012 3 y 2 18.01 35.99 28.79 0.003 1 y 8 12.37 36.79 36.79 0.004 1 y 8 20.09 36.79 36.79 0.020 1 y 2 12.37 36.79 36.79 0.003 1 y 8 20.09 36.79 36.79 0.015 1 y 2 12.37 36.79 36.79 0.003 3 y 2 20.09 36.79 36.79 0.015 1 y 2 9.28 27.60 27.60 0.008 1 y 2 9.28 27.60 27.60 0.003 1 y 8 9.28 27.60 27.60 0.005 1 y 8 9.28 27.60 27.60 0.007 1 y 8 20.09 36.79 36.79 0.004 1 y 8 20.09 36.79 36.79 0.007 1 y 8 20.09 36.79 36.79 0.004 1 y 8 20.09 36.79 36.79 0.011 3 y 2 18.01 35.99 24.08 0.011 3 y 2 18.01 35.99 24.08 0.008 3 y 2 18.01 35.99 24.08 Job : SPAN97.121 Page: 41 Date: 1/09/98 File: 97121RVA Cm Cm ASD Cb yy zz Eqn 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 0.60 1.00 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H2 -1 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H2 -1 1.00 H1 -3 1.00 H1 -3 1.00 H1 -3 '3 Job : SPAN97.121 Page : 42 Date: 1/09/98 File : 97121RVA ngton .r3c1 MA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-2926 Costco Station Canopy, Tukwila, Washi for Span Construction / file 97121rva < Envelope AISC Unity Checks > Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi J53 0.016 3 7 0.009 3 y 2 18.01 35.99 24.08 1.00 1.00 1.00 H1-3 S28 0 2 7 0.007 1 y 8 20.09 36.79 36.79 1.00 1.00 1.00 H2-1 Unity Shear 7 . , "o , ' • " • . •• . • ' '• , •••.". • •'• ", 54 RISA -3D . (R) . Version 3.0 GMA Consulting Engineers Job.: SPAN97 121 7337 N. First, #110 Page: 1 Fresno, CA. 93720 -2926 Date: 1 /09/98 File: - ; C ostco..Station Canopy, Tukwila, Washington for Span Construction / file 97121reva.r3d < Reactions, LC 12 .85DL ±Seis :Zdir > Joint +: Forces + + Moments + No X. Y Z Mx My Mz - - -- - -- K = - - - -- -K K K- ft----- - -K -ft K -ft 0.04. 7.08 2.84 22.34 -0.01. 0.18 -0.01 6.21 2.92 22.96 0.00 0.13 7.98 2.86 22.67 0.00 0.03 0.03.. 2.40. 3.16 24.20.. 0.00 -0.07 - 0.01 1.40;" 3.18 24.43 0.01 .: 0.15 0.01 3.10 3.27: 25.07 0.00 0.04 - 0.04.. 6.60 2.89. 22.67 '0.01 0.39 0.03: 1.87.` 3.16: 24.27 0.00: 0.31 Totals.: 0:0 36.64' 24.28 Center. of Gravity Coords (X,Y,Z) (ft) 60 17 13.468 < Reactions, LC 13 .85DL+Seis Xdir > J oint` + -- -- - -- Forces + + Moments - - - - - No. X Y Z Mx My Mz -= --- - - - - -K K K=-------- - -K -ft K- ft----- - -K -ft 1 -3.15 4.31 -0.15 -0.90 0.33 28.56 2 2.03 4.03 -0.12 - 0.74.,. 0.35 21.68 3 3.55 4.90 -0.21 -1.34. 0.34 31.00 4 -3.18 4.25 0.17. 1.05 -0.39 28.85 -2.04 3.99 0.12 0.70 -0.41 21.84 -3.58 4.85 0.20 1.22 -0.39 31.29 - 3.54 5.17 -0.11 -0.69 0.31 30.93 59 - 3.56 5.15. 0.11 0.70 -0.37. 31.15 T otals -24.64 36.64 0.00 C enter. of Gravity Coords .: (X,Y, Z) (ft) 60.285, 17.488, : 13.468 < Reactions, ' LC :` 5 2 /3DL + :WIND Zdir > Forces ` = - - + + '' - - - - Moments +; No X ,Y Z Mx My Mz K K K. K - ft K ft K -ft 1. 0' 10" -0.77 1.24 11.64 -0.01 0.43 2 0 -0.27 1.29 12.13 0.00 -0.23 3 - '0.03'. -1.91 1.34 ' 12.47 0.00 0.04' 4 011 _3..69. 1.59 12.47 0.01 0,.53. 0.01 -3.34 1.65 13.02 0.01 0.22 6 -0.03 -5.03 1.63 12.97 0.00 0.06 58 0.12 -0.26 1.25 ;11.7 8 0.02 0.84: 0.13 -3.23 1.62 12.72. 0.01 -0 91 T, otals , 0 .00 -18.50 11.60 C enter of Gravity. Coords (X,Y,Z) (ft) • 60.553, 20 072, 13 550: 57 ' ' .• • •. „ • • •;., , • • • . , RISA-3D (R) Version 3.01 GMA Consulting Engineers 7337 N. First, #110 Fresno, CA 93720-2926 Costco Station Canopy, Tukwila, Washington for Span Construction / file 97121reva .r3d < Reactions, LC 6 : 2/3DL + WIND Xdir > Joint Forces + Moments + No. X Y Z Mx My Mz K K K K ft K ft - K-ft - 0.96 -2.28 0.05 0.32 0.06 6.46 - 0.15 -1.77 0.04 0.26 0.05 2.74 - 0.48 -3.57 0.07 0.44 0.05 4.77 - 0.97 -2.31 -0.05 -0.28 -0.06 6.51 - 0.15 -1.80 -0.05 -0.28 -0.05 2.75 6 -0.49 -3.62 -0.08 -0.48 -0.05 4.81 58 -0.32 -1.56 0.05 0.28 0.05 3.76 59 -0.31 -1.58 -0.04 -0.26 -0.05 3.75 Totals: -3.84 -18.50 0.00 Center of Gravity Coords (X, Y, Z) (ft) : 60.553, 20.072, 13.550 Job : SPAN97.121 Page : 2 bate: 1/09/98 File : SS • MOMENT BASEPLATE DESIGN By: GMA Consulting Engineers input data is as follow: The applied MOMENT M in ft -lbs = 31290 LG 13 GG1/I`hMS (.85 C1..+5E15Xatly) The applied LOAD P in lbs = 4850 The WIDTH of the baseplate in inches = 16 The LENGTH of the baseplate in inches = 16 The area of steel total for all of the bolts in sq inches = 1.2026 The distance 'a' in inches = 14 The bearing distance 'x' = 4.201689 The tension in the bolts) = 27260.96 lbs giving a stress of 22668.35 psi 1.2x1.33A 12'c= 31.9zK The bearing stress on the concrete = 955.2992 psi z3A2A).33x 2.500 &U$stTI=I2 INC P1-ATE Ahr = 2.76 ZROLTs 4 GM Effi6F174Ei1' CALL NEXrsf Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 13Aa pldiTE AND ANCI-1ORA&� .3459 :75x3647P51x1,33: MS 41' x1" tt x1" 6 t 0 917 LKE 1 " u5E I P A 16 ".fit SASE. R. W /(4) 7 43 /i 0 A307 A.13, AT' 12" 64/16 PA. WAY E Ep )3 "M NNW PAD FASTING 45,5FNI 4155.31261 GERALD MELE & ASSOCIATES 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 ad Data oncrete Data ormal Wt Concrete fc :' 2500 psi phi 0.65 olt Data Diameter 0.88 inches Gage 1 12.00 inches Gage 2 0.00 inches E mbedment : 13.00 inches Ultimate fs 60 ksi ullout. Plate Data Width 0.00 inches ,Length 0.00 inches LOWABLE ANCHOR BOLT TENSION CALCULATI ►: GMA Consulting Engineers Version 0.95 Job # 97.121 `. C omment: Costco Station Canopy, Tukwila, Washington Intermediate Output Effective Width 0.00 As 79.50 At 11.27 Ab 1.20 Allowable Tension for the Steel Limit 49.96 Concrete Limit. 34.48 bolt group kips kips > 27,24K J FOUNDATION D %I %N Deep Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job # :97.121 Footing: canopy 1/12/98 Comment :.85DL + Seis Zdir 8:51 AM Soil Data: Friction = Passive (ksf) = 0.35 Load Dab: Loads in Kips or Kip - Ft SR = 1 DL Factor = 0.85 M = 24.43 H = 3.18 w= 0 (w is load 1) P = 5.1888 = 1.4`` +((7= .4)skt:; 2 �)x.I SKGFx, 85 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 7 L= 5 DIS1 = 2.5 Gage = 0 Results: P -total = 14.114 kips X = 0.7476 Lateral Resistance: Kips Friction Or Passive Alone Combined Bearing Info. Q -min = 0 ksf 0 7' Alone SF = 300 SF = VOL = 70 CF = 1.7524 L/6 = 0.8333 L' = 2.243 H -max = H -max = Q -max = Combined 1 SF = 1 Neglect. Upper (Inches 1 SF =. 1 THK = 24 DIS2 =2.5 4.940 kips 9.140 kips 1.798 ksf X1 P.Fx1.33 Fs -ot = 1.37 USE 7 AP FOOTING ye. c.9 ccr T.I.MS (a) f5 LONG SIZZ T 51A6 ISLAND • , • eep Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #:97.121 Footing canopy 1/12/98 Comment:.85DL + Seis Xdir 840 AM Soil Data: Alone Friction = 0.35 SF = 1 Passive (ksf) = 300 SF = 1 Load Data Loads in Kips or Kip SR = 1 DL Factor = 0.85 ooting Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B = 5 L= 6.5 .THK= 24 . • ' M = 31.29 H = 3.58 w.= 0 (w is load 1) P = 7.6125 =-4.13Y-1-(45(5;o3" )xo.).50)(0, os 15 LAN D DIS1 = .3.25 Gage = 0 Results: P-total = 15.9 kips X= 1.2565 Lateral Resistance: Kips Friction Or Passive Alone H = Combined H = Bearing Info. Q = 0 ksf Q = DIS2 =3.25 VOL = 65 CF E= 1.9935 L/6 = 1.0833 Combined • SF = 1 Neglect Upper (Inches) 0 SF= 1 5.565 kips 8.565 kips 1.687 ksf 1,500P6FA 1.33 Fs-ot = 1.55 • • ".. . • • • • • " 2. 4.1V9MO:' 4 t eep Footing - Combined Footing Calculation GMA Consulting Engineers Version 2.0 Job #:97.121 Footing: canopy 1/12/98 Comment:2/3DL. + Wind Zdir 8:47 AM Soil Data: -5 Alone Combined Friction = 0.35 SF = 1 SF = 1 Neglect Upper (Inches) 0 Passive (ksf) = 300 SF = 1 SF = 1 Load Data: Loads in Kips or Kip-Ft SR = 1 DL Factor = 0.666 M= 12.97 H= 1.63 w= 0 (w is load 1) P = -2.366 -5.o.3K+0/-49)(sixg: c ,15xe,pxy3 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 6 L= 5 THK = 24 • DIS1 = 2.5 Gage = 0 DIS2 =2.5 Results: P-total = 3.628 kips VOL = 60 CF X= 0.3974 E= 2.1026 U6 = 0.8333 Lateral Resistance: Kips Friction Or Passive Alone H-max = 3.600 kips Combined H-max = 4.870 kips • Bearing Info. Q-min = 0 ksf Q-max = 1.014 ksf Fs-ot = 1.10 63 Deep Footing - Combined Footing •Calculation BY: GMA Consulting Engineers Version 2.0 Job #:97.121 Footing canopy 1/12/98 Comment:2/3 DL + Wind Xdir 8:36 AM • , Soil Data: Alone Combined Friction = 0.35 SF = 1 SF = 1 Neglect Upper (Inches) 0 Passive (ksf) = 300 SF = 1 SF = 1 Load Data: Loads in Kips or Kip 1. SR = 1 DL Factor = 0.666 H = 0.97 w = 0 (w is load 1) P = - 2. 314- II ) K6E -y 12..4 Footing Data B,L,DIS, Gage in Ft; THK in Inches; VOL in CF 5 L= 5 THK = 24 DIS1 = 2.5 Gage = 0 DIS2 =2.5 M= 6.51 Results: P-total = 4.8495 kips VOL = 50 CF X= 2.1823 E= 0.3177 L/6 = 0.8333 Lateral Resistance: Kips Friction Or Passive Alone H = 3.000 kips Combined H = 4.697 kips Bearing Info. Q = 0.12 ksf Q = 0.268 ksf Fs = 2,36 L' =5.000 61. City of l o f� ukwi John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E, Director NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering February 6, 1998 Costco Gasoline 1151 Saxon Drive Project Number: PRE97 -019 Permit Number: D97 -0295 Contact Person: Diane Schinman Phone: (425) 822 -0444 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN, ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 6,1998: JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with copy of application) PERMIT FEE Sidewalk/Access $25.00 Fire Loop 25.00 Flood Zone Control 50.00 Land Altering 165.00 Landscape Irrigation 25.00 Storm Drainage 25.00 TOTAL: $315.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 •••:••• • •• ' • ••••••4 Department of Community Development Steve Lancaster, Director John W. Rants, Mayor TRANSMITTED VIA FAX (425)822-4129 ;•,,, • t, ' • • ••• „... .,„. . . February 6, 1998 • ..• Diane Schinnian Mulvanny Partnership Architects, P.S. 11820 North up Way, Suite E300 Bellevue, WA 98005 RE: Costco Gasoline - Permit No D97 Dear Diane: Per your request, the following are the outstanding fees for the Costco Gasoline project located at 1151 Saxon Drive, Tukwila. Building Permit Fee $ 565.75 Plan Check - Utility 40.00 State Building Surcharge 4.50 Inspection Fee - Utility 15.00 Inspection Fee - FLH/LI/WME 30.00 Inspection Fee - Storm Drain 15.00 Flood Zone Control 50.00 Land Altering Permit Fee 135.00 Land Altering Plan Check 30.00 Sincerely, Total If you should have any questions, please feel free to contact myself at (206)431 or Kelcie Peterson at (206)431-3672. Brenda Holt Permit Technician xc: Permit File No. D97-0295 • $ 885.25 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431%3670 • Fax (206) 431•3665 TO: City of Tukwila DATE: 2/6/98 ATTN: Kelcie Peterson JOB #: 95-074B • RE: Tukwila, WA - Gas Station FAX # (206) 431-3665 PAGES 2 FROM: Diane SUBJ: Contractors Information . 1 • " 02/06/98 FRI 11:40 FAX 4258224129 • ACTION REQUIRED: g Review and Comment O Information and Use REMARKS: Kelcie, BY: Diane Schinman 111 CC: IIIILVANNY PARTNERSHIP mu L van nY PaRT 11 E RS H I P ARC H I TECTS P. S. O As Requested O Other Per your request I am sending you the Contractors License Information for A. E. Schmidt Environmental, if you need further data please give me a call. Please send me a fax on City Letterhead showing the fees, which are due in order to pick up our building permit. Thank you for your time. 0 11820 Northup Way, Suite E300 s Bellevue, WA 98005 s (425) 822 • Fax: (426) 822 lit 001 MEMO MBOBISYMPROJECMCOSTCOVIN6-074\CorresplB-mamoVERNOttdoc Privileged and Confidential Information: The information in this document is intended only for use of the recipient/s above named. Any wrongful review, dissemination, distribution or copying of this communication is strictly prohibited. If errors occur in fax transmission, kindly notify us at once. LICErNEE NUMBER UBI: CONTRACTOR NAI1 ARENT COMPANY RRARCN NN4 :: `:ADORES$ LINE 1 : ':ADDRESS LINE a ;CITY;STATE,ZIP. 'TELRPWONE EFP'L►CTIVE PATE 10/30/96 EXPIRATION DATE .04/07/98 SUSPRNDRD DAT8 00 /00 /00 SIRTHDATE 00/00,40 T 0: LAN (F RI N A80O MX: DEPARTMENT OF LABOR AND INDUSTRIES BBCSIS CONTRACTOR INFORMATION INQUIRY ARSC}lE +044,T . STATU8 .601 736 -366 • CONTRACTOR TYPE A R $CHMYDT RHVYRONMENTAL BUS1NBES . TYPE GRANDPATHRR CODE s eng,Ty. co D>; 1, SPECIALTY CODR 2 02/x8/98 FRI 11:40; FAX 4258224129 FEB-06-96 09:69 From IXe - 4 SHEET NUMBER(S) A1.1 / A -t / L -1 c.- 7,c. -s, B/d i. 4AV7:oic: fG%.l:X:.'trX:ti..1!C 05M WArxmas:.n�.3xx irritvttw Manning .::: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUMMARY: PL.EAse EEFE.t. To AT AC-14en LEmee- "Cloud" or highlight all areas of revisions and date revisions. 1i6�' lElv t: �ai� ",i4t�`f143RRS"�d'LLl..�.�i b'�i L�4'lltSfb"kA REVISION SUBMITTAL DATE: Z /5 /90 • PLAN CHECK/PERMIT NUMBER: oqi a. o9 5 las PROJECT NAME: Ca t7a6D I P ne - EeUi9IV 3 PROJECT ADDRESS: 1 Soyo Dr CONTACT PERSON: DIANE ..HINVVIA'V PHONE: (UZS) 60z -Y960 crtVOFT110NII ► EB a 5 1998 SUBMITTED TO: Public,Wor CITY USE ONLY 3/19/96 February 5, 1998 MULVflflflY PPrRTRERSHIP A R C H I T E C T S P. S. Ms. Joanna Spencer Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Costco Gasoline 1151 Saxon Dr. Tukwila, WA MP# 95 -074B Permit Application Number: D97 -0295 REV%SION OI Dear Ms. Spencer, In receipt of your plan review comments dated January 26, 1998, our office would like to respond to your comments as follows: Public Works 1. Label length, pipe material of the storm drainage pipe that will be replaced to accommodate the UG storage tanks. Cross reference note #14. Will comply, refer to sheet C - 1. 2. Flood Zone Control permit is required for this project since UG storage tanks will be placed below 100 year flood elevation. NGVD 1929 datum shall be used for vertical control. Applicant shall contact Mr. Phil Fraser, PW Surface Water Engineer @ (206) 433 -0179, refer to previous PW comment letters. Will comply, we have set up a meeting with Phil Fraser @ 9:30am today. Refer to attached Elevation Certificate. 3. Plans for commercial development within the City of Tukwila shall be prepared and stamped by a Professional Engineer, licensed by the State of Washington. See attached item #6 page 24 of " Guidelines for Washington State Building Officials and the Design Professions of Architecture, Engineering Land Surveying and Landscape Architecture. IIECoEO Will comply. Refer to new civil sheets 1 -3. CITY OF'TUKWILA FE B g 5 199a • Jerry Quinn Lee ■ Mitchell Smith ■ Carol Simpson ■ PEA ona Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 t ern #5 Keynote is missing on sheet A-1.1. 10ft high Diamond Grade Stop sign shall u sed see attached PW plan RS -14. Revise Detail 9 sheet A-4. ill comply. Refer to revised A - 1.1 and A ?y ou need any further information please contact our o ffice. incerely, ULVfIf1f1Y P4 RTf1ERSH IP 4RCH ITECTS P S • n. TO: City of Tukwila DATE: 2/4/98 ATTN: Vernon Umetsu JOB #: 95 -074b ADDRESS: 6300 Southcenter Blvd. RE: Costco Gasoline Suite 100 Tukwila, WA Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane MULVftfiflY P A R C H I T E C T S WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ❑ Prints ❑ Originals ❑ Disk BY: N ne •-- Diane Sch nman ® Submittals ❑ Copy of Letter ❑ Proposal Request COPIES DATE NO. DESCRIPTION Horizontal Footcandle Diagram Vertical Footcandle Diagram THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ❑ For review and comment REMARKS: P. S. ❑ Attached ❑ Courier ❑ Shop Drawings ❑ Change Order ❑ Signed Contract CC: ❑ Resubmit ❑ Return ❑ Return ❑ Other NB oB \SYS\P ROJ ECT S \CO STC 0195195-074\Corresp\B- Trancity. doc If enclosures are not as noted, kindly notify us at once. ❑ Under separate cover via copies for review copies for distribution corrected submittals TRANSMITTAL ❑ Pick -up ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Const. Drawings Vernon, Thank you for working with us to resolve the lighting issue on the Costco Gasoline Site. I have enclosed the Footcandle diagrams as promised. If you have further questions please do not hesitate to give me a call. RECEIVED CITY OF TUKWILA FEB 0 it 1998 PERMIT CENTER 11820 Northup Way, Suite E300 • Bellevue, WA 98005 ■ (206) 822 -0444 • Fax: (206) 822 -4129 canopy plane QTY OTHER EACH CONSISTING OF: QTY FIXTURE QTY WATTS /ASSEMBLY RECEIVED CITY OF TUKWILA FEB 0 It 1998 PERMIT CENTER - Industries 10008 /MAKE I0. P. IOIt 1279 MONA 0101511: (S13) 723 -3200 • FAX (613) 703 -0023 LIGHTING PROPOSAL FOR GAS STATION TUKWILA, WA scum N.T.S. • LO- 26408 -VERT DAM 2-3-98 ACKET SSEMBLIES RII I nr k A A TI-PI A I ..._ vim _ ....•••.._......_ ••, • • ...... , . .. I �.... .. Revisions • INN c.IT I 'NFFT 1 nF 1 0 ;93. 0.94 '0.94 '.0.99 0:97 0.92 0.9*5 0.94 :22,'1.21 :1.21 5.28 1.25 1.19: 1.22. 1.20'.1.15 1.11. 1.07 0.99 0.92 1.35. 1.54 1.55 1.64 1.60 1:51. 1.56 1.52 '1.44 1.40 .1.89: 1.21 1_ .94 3.92 1.95 2.08. 2.09 -1.89 1.95 1.60. 1.76 1.60 1.44 2.95 '2.87 " 2.44 2.64 2.35 2.94 2.87 2.25 2.09 1.98 ..1.86 1.66 1.51 2.73 2.01 2.95. 8.20 3.10. 2.90 2.79 2.59 2.37 2.ZZ.Z.06.. 1.93 .. 1.66 9.11 .9.19 '.3.95 •9.60 1.47 9.14. 9.06 2:92 2.57 2.37 •2.19 1:95 1.76 ions, .On the lntormotion provided.: all dimensions and luminaire locations hown represent recommended positions.: The engineer and /or architect: must 'etermine . applicability of the layout to existing or future field conditions. lee 140 ¢aR Vc 14 Wueete stod rats n Ieves calculated from laboratory data 4frera wwdgr CaKeraltekt 66r*Gtkass bs accodonce 1.4th illuminating Engineering Society ogurdwac malice* 4r,{wd 0e/formc. I bf any manufacturers luminoire may vary due to 001441i* 14' � e '1 c3 \0M4G4, fa 4nee ■ri fames, and other variable field conditions. • AVERAGE fc MAXIMUM fc = • MINIMUM fc AVERAGE/MINIMUg 'MAXIMUM /MINIMUf' TOTAL NUMBER OF 0.90 0.90 0.85' 0.79 0.75 T TYPE QTY ASEMRJ.,Y POLE QTY Ri ASV C. 1 � p 1 4c :-1+ ` t \ .. City of Tukwila John W. Rants, Mayor , \ U'`. 4 / Department of Community Development Steve Lancaster, Director February 4, 1998 . In�I � 'ile�/Y.� %1't���� »Mmr�'sti�� y Ms. Diane Schinman Mulvanny Partnership 11820 Northup Way, Suite #E -300 Dear Ms. Schinman: Sincerely, l SUBJECT: CORRECTION LETTER #3 Development Permit Application Number D97 -0295 Costco Gasoline 1151 Saxon Dr Bellevue, Washington 98005 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 Public Works Department. At this time the Building Division, 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) 431-3672, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0295 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 `1•'}�iM'(�1.6� tiY���,lw•n,'1try.'• X525 :'�i'P.�C'ty',.�i�)t6i7,".5( DATE: PROJECT NAME: PERMIT NO.: PLAN REVIEWER: D97 -0295 • • City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS January W 1998 Costco Gas Station Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. .John W. Rants, Mayor . Ross A. Earnst, P. E., Director 1) Label length, pipe material of the storm drainage pipe that will bc . replaced to accommodate the UG storage tanks. Cross reference note # 14. 2) Flood Zone Control permit is required for this project. since UG storage tanks will be placed below 100 year flood elevation. NGVD 1929 datum shall be used for vertical control. Applicant shall contact Mr Phil Fraser, PW Surface Water Engineer @ (206)433 -0179, refer to previous PW comment letters. 3) Plans for commercial development within the City of Tukwila shall be prepared and stamped by a Professional Engineer, licensed by the State of Washington. See attached item #6 page 24 of " Guidelines for Washington State Building Officials and the Design Professions of Architecture, Engineering Land Surveying and Lanscape Architecture. 4) Item #5 Keynotes is missing on sheet A -1.1. 10 ft high Diamond Grade Stop sign shall be used, see attached PW plan RS -14. Revise Detail 9 sht A -4. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 • Prepared by the Washington State: In cooperation with the Washington State Association of Building Officials Board of Registration for Architects Board of Professional Engineers and Land Surveyors Board of Registration for Landscape Architects GUIDELINES for WASHINGTON STATE BUILDING OFFICIALS and the DESIGN PROFESSIONS of ARCHITECTURE, ENGINEERING LANDSURVEYING and • LANDSCAPE ARCHITECTURE June 1993 RECEIVED JUN 1' 0 1993 COMMUNITY DEVELOPMENT "-••., < = • • MaYWiishington.State-registered architects • Or architects:prepare and stamp • engineering documents? • A: 'No. The Eneineers' Registration Act, chapter 18.43 RCW, requires, in part, that . individuals offering or intending to offer • ..."engineering" must be registered in accordance with the provisions of that chapter. Registered architects acting in accordance with their • authority in chapter 18.08 RCW, and landscape s architects acting in accordance with their authority in chapter 18.96 RCW, while exempted from the conditions of chapter 18.43 RCW, may not represent themselves as engineers or their :work as engineering. 7. Q: May a Washington State-registered professional make changes to filed plans prepared by another Washington-registered professional? . A: Yes, but only in the following circumstances: . • 1. The changes and all other related or :‘. affected portions of the structure must be .. • • shown on separate plan sheets sealed by the architect or engineer making the changes. The seal on these change sheets will mean that the professional is certifying that an portions of the structure related to or • affected by the changes are shown on the change sheets even if some or even most of the affected work is not being changed itself. (For example, if a new structural engineer were to change the size of the bolts in the structural steel framing system, but not change the size of the steel, change sheets showing the connection system as a whole--not just the bolt and hole--should be submitted. 24 3 RED & WHITE STRIPED POST WHERE REQUIRED BY THE CITY ENGINEER STOP & 'I1ELD INSTALLATION EDGE OF SfN CURB WITH PARKWAY AND SIDEWALK NOTES: 1. REFER TO MUTCD FOR ADDITIONAL INFORMATION. 2. DIAMOND GRADE SIGN SHEETING. 3. USE U— CHANNEL POSTS WHERE NO CURB AND GUTTER. City of Tukwila 15' -17' CEDER. TREATED FIR. OR U CHANNEL OF GALVANIZED POST. AS DIRECTED BY CITY ENGINEER EDGE OF S/VI 3r • I/ / /f/ / / / // CURB WITH SIDEWALK WITHOUT PARKWAY TYPICAL SIGN INSTALLATON DATE: 11/26/96 Not to ucaL. RS -14 ■ fah nAp rro4.o.oy►..aar Mr. Vernon Umetsu, Associate Planner City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Costco Gasoline Tukwila, WA Plan Check # D97 -0295 MPA # 95 -074B ear Mr. Umetsu, Diane Schinman Project Manager Enclosure MULVANNY PARTNERSHIP 02/03/98 TUE 12:11 FAX 42582 muLve PftRTF1 A R C H I T E C T S P. S. February 3, 1998 Ourr office has worked to resolve the issue pertaining to the canopy light fixtures. We feel the combination of fixtures and shielding will comply with City Standards of no direct illumination beyond the property line. We have added shielding to the four Scottsdale fixtures on the northern side of the canopy. If after the gas station has been built it is determined by the city staff that the • fixtures do not comply with the direct illumination requirement, Costco Wholesale will install shielding on additional sides of the fixtures. It is our intention to work with the city in resolving this issue and we believe we have fulfilled the requirements. If you need any further information, please contact our office. Thank you. Sincerely, MULVANNY PARTNERSHIP ARCHITECTS P.S. cc: Tim Anderson, Costco Wholesale Mostafa Ahanchi, Mulvanny Partnership Architects Jerry Quinn Lee • Mitchell Smith • Corot Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 a (425) 822 -0444 el FAX: (425) 822 -4129 • 02/02/98 MON 16:37 FAX 4258224129 MULVANNY PARTNERSHIP IM 002 FILE No. 246 02/02 '98 16:47 7 : L . S : I . INDUSTRIES 513 91::::425 PAGE ;- SCOTTSDALE CUT -OFF SHIELD INSTALLATION INSTRUCTIONS 1, Open door by pulling downward on front fitting. 2. Determine to which side of the fixture the cut -off shield will be installed. 3: Remove the two corresponding screws that secure the existing reflector and retain for reinstallation. 4, Position the cut -off shield over the existing reflector, aligning the holes with existing holes of the reflector, Make certain that both radii in the cut-off shield are toward the lamp. 5. Reinstall the two screws through both the cut -off shield and existing reflector then tighten. 6. Clean any debris from the lens and check for any interference. 7. Close door securely. • CUTOFF S LIGHTING SYSTEMS A Division of LSI Industries Inc. 10000 Alliance Road • P.O. Box 42728 • Cincinnati, Ohlo 45242.0728 (513) 793.3200 • FAX (513) 984.1335 1311N 14r�a 3 .7 -'7 NOTE: Multiple cut -off shields can be installed. When two are installed at 90 ", It will be necessary to overlap the flat legs, N�OU' ir O ID9 1.91 Uehdnp System. P4nlid In the U.S.A. 131/14/1998 13:51 71428 184 4.71 11.17 ..•,, 4 76 13 • 760 7,75 514 7.11 113 1.57 7 33 3.11 5.33 3.11 /30 6,34 10. 100 14 4 1117 111 Olt 013 0.04 &HI 014 0.13 15.0 /36 4.00 3 71 113 me 0.00 7.63 617 6.45 5.541 313 160 111 14.3 11.3 0.13 14.6 IN 131 311 11.3 717 210 161 1.75 136 5 M 114 1.45 441 117 111 15 0.00 0.43 11.3 4.17 0.41 0.35 17.1 7.13 6.33 1.70 cep 167 7.71 114 134 011 161 115 1.10 5.41 4." 6.46 0.011 lee 4611 to. 311 104 0.50 017 0.11 0.13 0.64 0.51 " I 0.43 130 eis OK 0.10 0.41 031 0.31 US 010 011 • SUNBELT INDUCIES . . 0.33 110 0.14 0.14 11 - 014 ,11. 1.30 . 4.01 141 433 037 0.14 eo, 13.3 0 It 0.10 037 sit 317 175 31 0.111 011 0.16 44 0.31 043 0.10 56 0.10 0.10 :0 n 15 0.67 114 0.34 111 0311 0.47 5.71 6.35 1.17 0.11 1.14 6.53 1/1 031 0.01 114 0.11 037 0.14 031 113 1.07 130 017 0.16 0.13 0.11. 0.14 0.00 0.16 103 015 0.01 0.11 010 0,41 065 PAGE 132 a." cr4 JAN 1 5 1998 PERMIT CENTER 01/14/1998 13:51 7142884 A.4.1 3.0111 1.r1 0.14 MM POINT SPACING LEFT-TO-RIGHT • 5 ft POINT SPACING TOP-TO-BOTTOM • 5 ft LOWER LEFTHAND CORNER OF PLANE: X . 370 Y " 366 2 • 0 UPPER RIGHTHAND CORNER OF PLANE: X • 499 Y • 366 Z3O LIGHT METER IS NORMAL TO PLANE AVERAGE fc - 1.28 MAXIMUM fe • 3.6 MINIMUM fc = .29 AVERAGE/MINIMUM 4.41 MAXIMUM/MINIMUM , 12.41 TOTAL NUMBER OF POINTS - 182 0.75 0.11 cm ast mr 0 II Mr Mr Cr 1,0 0.0 mr th 1 $.n 1.15 143 4,19 III III r 1.M4 mr MCI Mr Ir 4.1$ mr mr 9,40 mff Mr A.11.1.04 Mr mr U 1.11 LW LW LI1 1.111 LW LP* 1.0 LW Lr 1.dl 1.27 4.05 Mr MOO 0411 Mn 2V Cr CM 1.1$ 1,44 Mr cr 488 $.88 CU 181 1,11, 3,14 CW 1.10 CV CW MIS 1.51 2.12 LW 3.0 100 040 mr MIA 4.04 Mr 00 SP 7t. 4.0 sm 1.61 4.41 Lst vs. 0.54 III 0 1m 5.01 5,7e 0 II IA. 1.411 1.41 4.07 OM 0.11 0.47 0,41 0.17 0.10 !LTG 0.41 0.08 0.48 CM 1.00 0.40 RECEIVED CITY OF TUKWILA JAN 15 1998 PERMIT CENTER mil Mr 0 811 0.54 C51 o.r. SO 11.44 0.42 1.42 644 CO 00 M r Cr Or 4.41 0,0 0.21 0. Mae 0.02 MP MU Mr 5.0 0.0.0 Mr CV CW 9.82 0. Cr MU MW CID CM MOO .COS Or 0 II 0.40 0 r Mr 0.48 Cr Mr B: T X 1l A 1 A S S O C I A T E S CONSUI TINC ENCIM:I RS J anuary. 30, 1990 . A PROFESSIONAL. • 2030 V)RSPA VENUI . 113,EPIIONE: (200) 250- 1003.: :SERVICES SUITE 203 FAX: (206) 256.0107. ,'. CORPORATION .. SEATO E, A} ISiIIN 014121 E-MAIL: r(ssnttl@nwIlnk.com. Duane Griffin ity :of Tukwila 6300. Southcenter Blvd., Suite 100 Tukwila, WA 98188 egarding: 97 -T -18 Costco Gasoline (D97 -0295) RFA #970102 -18 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 applicant has successfully responded to our concerns. Per the direction of the architect, we have revised Detail 5/A -3 to reference Sheet S -1 for the column size. ' Enclosed are the drawings, structural calculations, geotechnical report, and project manual for your use We have forwarded a copy of this letter to Mulvanny Partnership, Architects, P.S. for your convenience. If you have any questions or require anyy additional clarification, please call me directly at (425) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys Kolke Senior Plan Reviewer «AFossa ttA97t18' 2.doo cc:' Ms. Diane Schinman Mulvanny Partnership Architects, P.S. 11820 Northup Way, Suite E -300 Bellevue, WA 98005 PERMIT CENTER 4`, COPIES DATE NO. DESCRIPTION 3 1/14/98 JOB #: Revised Sets 1 1/9/98 RE: Letter from Charles Pence 1 12/31 /97 Letter from Ed Collins 1 1/14/98 Revision submittal sheet 1 431 -3670 FROM: Footcandle Diagram 1 Footcandle Vertical Plane Diagram TO: City of Tukwila DATE: 1/14/98 ATTN: Kelcie Peterson JOB #: 95 -074b ADDRESS: 6300 Southcenter Boulevard RE: Costco Gasoline Suite 100 Tukwila, Wa Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane # }t �iryu -.3 � �'y .y,- yt-t Ri r-. d c :ri ��� 4�tq l'}! � �;.,- BY: MULV!IflY PfIRTIERSH 1 P A R C H I T EC TS P. S. WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ❑ Prints ❑ Submittals ❑ Shop Drawings ❑ Preliminary ❑ Specifications ❑ Originals ® Copy of Letter ❑ Change Order ❑ Field Report ❑ Const. Drawings ❑ Disk ❑ Proposal Request ❑ Signed Contract ❑ Other THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Reviewed as submitted ® For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ❑ For review and comment REMARKS: Kelcie, Please let me know if there is anything else you need in order to process this submittal. Thank you for your time and attention. ® Attached ❑ Courier CC: ❑ Resubmit ❑ Return ❑ Return ❑ Other ❑ Pick -up W OBWOLZPROJECTSICOSTC019 519 5 -07 41CorresplB- tranVERNON.doc If enclosures are not as noted, kindly notify us at once. ❑ Under separate cover via copies for review copies for distribution corrected submittals TRANSMITTAL RECEIVED CITY OF TUKWILA JAN 1 5 1998 PERMIT CENTER 11820 Northup Way, Suite E300 • Bellevue, WA 98005 • (206) 822 -0444 • Fax: (206) 822 -4129 ; la 4t t rM 1_•'L"d,G�Md�+vc a mr - .zx.e i;;tI VA.?P.5 . CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: II l'I f9$ PLAN CHECK/PERMIT NUMBER: Dq[' 02.45 PROJECT NAME: CO Gasoline PROJECT ADDRESS: 1 151 Sxcr1n D r' CONTACT PERSON: DIANE vaNlwtAn) PHONE: (' zs) ,oz- 1968 REVISION SUMMARY: Pc.ePsE F C i - To ATIIV ICED LEITE:R_ SHEET NUMBER(S) A CI- c.,72, "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA JAN 1 5 1998 SUBMITTED TO: 'PERMIT-CENTER CITY USE ONLY Bldg. Planning iie Public..Works 24/Ts C ,y� ,C�'-/ G ieee I e 4/ 07zdd�uu� o 4 / /497 96 l� � . 4`, far''. 04i r: ; .�A;. { ., January 14, 1998 Ms: Kelcie Peterson, Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Costco Gasoline 1151 Saxon Dr. Tukwila, WA MP# 95 -074B Permit Application Number: D97 -0295 Dear Ms. Peterson, H I T E C T S P. S. LPA = Total Watts / S.F. LPA for a gas station = 1.5 12(320 watts) = 3840 total watts for the canopy. 2240 S.F. canopy 3840 / 2240 = 1.71 LPA for our gas station F'F • LVftflftY RftRTPERSHIP In receipt of your plan review comments dated January 7, 1998, our office would like to respond to your comments as follows: Building Division 1. The proposed gas pump canopy lighting must meet the unit lighting power allowances of Table 15 -1 of the Washington State Nonresidential Energy Code. The unit lighting power allowance for this pump canopy is 1.5 watts / square foot of canopy. Please review the proposed lighting design and revise as required to meet the lighting budget. Will Comply. Show compliance with Washington State nonresidential Energy Code Section 1513.5 Indicate on the plans the proposed method for compliance. Will comply by reducing the number of fixtures to from 16 to 12. Please refer to sheet A -3 detail #2 Per a phone conversation with Bob Benedicto on December 9i he would allow for an LPA rating of 1.7 in order to allow for 1 fixture above each side of dispensers. RECEIVED (c‘( CITY OF TUKWILA t ` tL JAN 1 5 1998 PERMIT CENTER Jerry Quinn Lee • Mitchell Smith • Carol Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 .'Pl l id:;7'• ii 6;'i. ••tr . g" - ';:CMU .:.Y `i.`.., .W :I,L' .�q. • -..,, : 'ir;h . r e : ' 9 �: :tir ..nz_ .ua_,.:>~w ■c::, » >,.u:Ydh4%e,:ai `1�:; t "'$': ,:R .I,_bim r r r.. ,. i 1 'tad <.� yisyy `�k' o. ,� t:'� .,. 3ofY; ilf'. �tib'.,. .1 .w<;r�n�,i..£t�iy� <, �; fY, �n't,. n�'• t+.» �`. ���a�ri. �_+' t' k+�`.�",:��,�'.,•f�+?ic�i:.`l Public Works 1. Show and label perimeter of the existing Costco Optical Building. Revised as requested. Planning Division 1. Awaiting data on light shielding and revised footcandle plan. Please see the 2 attached 8'A x 11 drawings by LSI. These drawings represent the use of Scottsdale Fixtures with shielding on the two fixtures closest to the property line. . Both geotechnical reports shall be cross - referenced on the civil site plan. The note shall include the following items; the name of the geotechnical firm, the contact person and the phone number, and the date of the geotechnical reports. Revised as requested. . Show the existing Storm Drainage pipe all the way to the existing Storm Drainage catch basin West of the existing driveway that will be closed. Revised as requested. Show cross of the reinforced concrete slab over the fuel tanks. Tank section 2 on sheet T -2 refers to reinforced concrete slab (see C -1); however, there is no cross section on sheet C -1. Revised as requested. 5. Show how the existing Storm Drainage pipe will be removed for UG storage tanks installation. Will the Storm Drainage pipe be rerouted outside the reinforced concrete slab after the UG storage tanks are installed? Show the length and pipe material of the new Storm Drainage pipe. Revised as requested. "Hauling over 50 cubic yards shall require an application for a hauling permit prior to any associated activity" note shall be added on Sheet C -1. Revise the earthwork quantity to include the yardage of pea gravel bedding material under the tanks. Revised as requested. 7. Submit a letter to Public Works summarizing your phone conversation (12/30/97) with the Public Works Staff regarding elimination of the new oil/water separation on Sheet C -1 and delete the oil water separator from plans. Please see attached letter from Ed Collins dated December 31, 1997. 8. Concrete speed bumps are not allowed on Christensen drive, please revise per attached markup. Will comply, refer to sheet A - 1.1. 9. Flood Zone Control permit is required for this project Applicant shall contact Mr. Phil Fraser, PW Surface Water Engineer @ (206) 433 -0179, refer to previous PW plan review comment letter. Flood Zone Control permit packet is attached. Submitted Flood Zone Control in mid December, this was logged into your computer system. a eal~ JEa ctn o>r J AN 5 1998 P ooh C CENTER l ease note that plans for commercial development within the City of Tukwila shall be prepared and stamped y a Professional Engineer (C1, C2, and C3 have an architects stamp) lease refer to attached letter by Charles Pence dated January 9, 1998: you need any further information, please contact our office. Thank you: 17. ri F15lJ } i : \costco \95 \95= 074 \corresp \b cityres2.doc �V•.:l • " ;u. wki:. :Zk • •r N., a:i ,'u.•% +l •3, y�yt ,a�n,�:*��h. :* j�,:: :':� FR'� l 1 ". • January 9, 1998 Ms. Joanna Spencer Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Costco Gasoline Sales Facility Item No. 10 of your January 2, 1998 Comments Requiring That Certification of Sheets Cl, C2 and C3 be by a PE Dear Joanna: :e eoz rnR sivite,FWAYAJC X53 Y. kYti'RY} fiAF ?e#�J�3i GY:ACI.:tFS.: A ?91AYT::ii:!3YJkM1lce:' JAN. 12.1998 11 : 45AF1 P 2 Charles E. Pence, AIA -E • 618 Willowglen Road *Santa Barbara, CA 93105 When this project was first proposed, I called your City and requested to speak to the Building Official who could pass on my ability as a consulting Architect to certify the "C" drawings prepared under my direction and control at A.E. Schmidt Environmental, Inc. (AESE). On this occasion, I believe I talked to Phil Fraser. My undocumented recollection of this call is that I might "stamp" the "C" drawings but that the City (Building Official) would not be able to make a final determination of my acceptability tmtil your Plan Review staff could see the submitted project. In a majority of the jurisdictions where this issue has been considered and resolved, general policy and the judgement of the Building Official has been determinate in the absence of a state or local ordinance which settles the issue. I believe that the UBC (104.2.1, 106.3.2 and 106.3,4.1) gives intent by using language which repeats "architect or engineer" and gives the Building Official broad discretionary powers to determine submittal certification requirements. In my 32 years of practice, I have been the responsible certifying designer (including major grading and drainage) for much larger projects than the Costco Gasoline Sales Facility proposed here. I currently work as part of a design team at A.E. Schmidt Environmental (AESE) which includes civil, structural, mechanical and electrical engineers. In cases where I delegate responsibility to others, I retain full knowledge and control of the documents which I certify. AESE specializes in gasoline sales facility installations as a Design -Build contractor. This firm is well aware of the BMPs for Stormwater Management for the Puget Sound Basin as presented in the various Washington State and County manuals on NPDES issues, With our national perspective, we respect and commend the clear and practical RECEIVED requirements with which we work in the State of Washington. CITY OFTUKWIIA JAN 1 5 1998 PERMIT CENTER Charles E. Pence. AIA-E • 618 Willowglen Road .Santa Barbara. CA 93105 Finally, I would add our awareness of the circumstances of this project. AESE is not the lead design office directly involved with your review process. We defer to the Mulvanny Partnership as the lead architects who present this project to Tukwila on behalf of their Corporate client, Costco Wholesale. This letter presents oily my request to be allowed to certify, as a Washington State Registered Architect, the C (and L) sheets that are produced under my control at AESE and for which I am pleased to be responsible. RECEIVED CITY OF TUKWILA JAN 1 5 1998 PERMIT CENTER January 7, 1990 Ms. Diane Schinman Mulvanny Partnership Architects, P.S. 11820 Northup Way , Suite #E -300 Bellevue, Washington 98005 Dear Ms. Schinman: SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D97 -0295 Costco Gasoline 1151 Saxon Dr Sincerely, WCCe.29. - 7 1 -eee-45 9. 12 Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0295 PRE97 -019 City of Tukwila SS4�:? 71AJtH k$Y21/s A tl Nil f�CAA II11s.:.,kVirZi $. John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, Planning Division and the Public Works Department. At this time the Fire Department has no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 ••• • December 4, 1997 • PROJECT :NAME:: COSTCO GASOLINE PLAN CHECK NO D97-0295 .• , UKWILA BUILDING DIVISION PLAN REVIEW COMMENTS . • ..• .• .. • • " ' r. „ . • : .• ; , „ ;; • . Contact Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments: 1. The proposed gas pump canopy lighting must meet the unit lighting power allowances of Table 15-1 of • 'the Washington State Nonresidential Energy Code. The unit lighting power allowance for this pump canopy is 1.5 watts / square foot of canopy. Please review the propose lighting design and revise as required to meet the lighting budget 2. Show compliance with Washington State nonresidential Energy Code Section 1513.5. Indicate on plans', • ' • the proposed method for compliance. . . , • • file:q :97 \costgas \bprvw.doc DA TE 12/22/97 PR OJECT. NAME Costco Gasoline APPLICATION NO: D97 -0295 PLAN REVIEWER Vernon Umetsu, Associate Planner (206) 431 -3684 I have reviewed the plans submitted on 11/19, the several subsequent data submittals on light levels, and considered the discussions in our meeting to review light levels. I find that the proposed construction is consistent with the Tukwila Zoning Code except for proposed light levels The latest numbers on reflected light levels continue to exceed allowed and ambient levels by at least one foot candle even when the most generous assumptions are applied. I am unable to approve the light levels based on the current data provided. Pursuant to our conversation last week, I will reconsider this determination based on compliance with the "no direct off -site illumination" requirement meaning that the light is indirect, or whether it is direct light, which will continue to require shielding. I continue to await promised data on light shielding (e.g., elevations with typical fixtures and shielding effects and fixture cut sheets). sn .24TA ?t+! rsrx:i4:. n rxt kY; .'arg? "Zu+S?yi:t?"arv" .w` c3t5 1'aixt±� i City of Tukwila Department of Public Works 1) Show and label perimeter of the. existing Costco Optical Building. PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 2, 1998 PROJECT NAME: Costco Gas Station PERMIT NO.: D97 -0295 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. John W. Rants, Mayor Ross A. Earnst, P. E., Director 2) Both geotechnical reports shall be cross - referenced on the civil site plan. The note shall include the following items; the name of the geotechnical firm, the contact person and phone number, and the date of the goetechnical reports. Show the existing Storm Drainage pipe all the way to the existing Storm Drainage catch basin West of the existing driveway that will be closed. Show cross - section of the reinforced concrete slab over the fuel tanks. Tank section 2 on sheet T -2 refers to reinforced concrete slab (see C -1); however, there is no cross section on sheet C -1. 5) Show how the existing Storm Drainage pipe will be removed for UG storage tanks installation. Will the Storm Drainage pipe be rerouted outside the reinforced concrete slab after the UG storage tanks are installed. Show the length and pipe material of the new Storm Drainage pipe. "I- Iauling over 50 cubic yards shall require an application for a hauling permit prior to any associated activity" rote shall be added on Sheet C -1. Revise the earthwork quantity to include the yardage of pea gravel bedding mterial under the tanks. 7) Submit a letter to Public Works summarizing your phone conversation (12/30/97) with the Public Works Staff regarding elimination of the new oil /water separator on Sheet C -1 and delete the oil water separator from plans. 8) Concrete speed bumps are not allowed on Christensen Drive, please revise per attached markup, 9) Flood Zone Control permit is required for this project. Applicant shall contact Mr Phil Fraser, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 Surface Water Engineer @ (206)433-0179, refer to previous PW plan review comment Flood Zone Control permit packet is attached: ease note that plans for Commercial development within the City of Tukwila shall be prepared and , : Engineer.(C1, C2,'and C3 have an architects stamp).: , 1 , • —AO JAN 5 1998 PERMIT CENTER FROM », City of Tukwila December 1, 1907 Page. 2 control enclosure unit and on.a canopycolumn so that immediate notification will take place should the emergency switch be activated. The fueling facility will be equipped with a spill clean -up kit and an emergency response plan located in the control enclosure. All equipment to be installed is of the latest technology to prevent environmental mishaps and will be installed by professionals in the field according to code or better than code or better than code requirements. The gas station is proposed as an added benefit to our members by providing a fast, convenient alternative to purchase gasoline at a fair price. As you can see, no maintenance activity (i.c., lube shop, vehicle repair, etc.) will be included with this project. It is therefore our contention that any type of water treatment system for this facility beyond the existing O.W.S. and Biofiltration swale would be inappropriate. Sincerely, A.E. Schmidt Environmental Ed Collins P.E. EC /pf A JAN. 14. 1998 3:33PM P 3 A.E. Schmidt Environmental RECEIVED CITY OF TUKWILA JAN 1 5 1998 PERMIT CENTER ; 7X/ V ;.sAvr:• :t., . PROJECT ADDRESS: SUBMITTED TO: Bldg. Planning CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL ;;DATE` l l? It 14 4 1 PLAN CHEC TEERMIT NUMBER: 1� • caC1 PROJECT NAME: £ OTCO c . \ \St 5 A b CONTACT PERSON: DIANE c►I,.►w►a.N PHONE: " (4Z 5) BZZ- O.14+ -1 ext /68 'REVISION SUMMARY: ' PLEASE sEE Atfikate: D L.E1rE1G- SHEET NUMBER(S) 1 C.-1, G -Z, G -.� A-1, AAA. t , P.-4 1 -Z 5-1 E -1, e -Z, E -3 "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Fire RECEIVED CITY OF TUKWILA NOV 11 1997 P�PI Il CtNi tH Public Works 3/19/96 • MULV4FrRrIY PftRTRERSHIP a R���rF�r� o.=. November 18, 1997 Ms. Kelcie Peterson, Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Costco Gasoline 1151 Saxon Dr. Tukwila, WA MP# 95 -074B Permit Application Number: D97 -0295 Dear Ms. Peterson, RECEIVED CITY OF TUKWILA NOV 1 91997 PERMIT CENTER In receipt of your plan review comments dated October 4, 1997, our office would like to respond to your comments as follows: Planning Division 1. Submit archaeological response plan and luminair plan. Please sec the enclosed archaeological response plan and luminair plan. 2. Confirm that the light fixture to the north of the east driveway will be the same as previously installed by the adjacent optical manufacturing facility. See modifications to C -1 E -1, and A -1 showing correct existing Tight locations and new relocation / removal notes. One light to be relocated. The other to be removed. 3. Resolve whether existing lights to the north of driveway and in new south planter area will supplement the proposed fixtures or be moved / deleted. See modifications to C -1 E -1, and A -1 showing correct existing light locations and new relocation / removal notes. One light to be relocated. The other to be removed. 4. Provide information on how canopy lights will conform with BAR/SEPA approval. See photometric analysis provided. We are continuing to resolve the canopy lighting issue. With regard to sign lighting only, sign lights are as shown on E -2 (facia lights). These lights are shielded and focused directly away from the property line. Additionally, these lights are of adjustable intensity. Finally, any reflected light would be insignificant at the property in comparison to the light cast by the existing street and area lights located at the property line (C -1). 5. Revise landscaping in new south planter area to reflect BAR approved design (e.g., Honey Locust trees and extend shrubs to controller access walkway). This can be done by initialing the notation entered on Sht L2 and repeating the notation on the second set of plans. Modifications made as directed. DTI Po as35 Jerry Quinn Lee • Mitchell Smith • Carol Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 J . ^i �:i'•.A.`Aak�. s.S r. r,a..,...... ..,r.,..554.'5)!N... - fit:. <<, ..... ._.'�.;. ,,,.... Y .,.. . r. .,. &t ' 6. I understand that: 6.1. separate applications have already been submitted for project signage, and that this signage is as reflected in this building plan set and We have already received approval for our sign permit. 6.2. that the columns will be red to match the optical lab accent columns. We will be using red CMU to match the optical lab accent columns. Public Works 1. Both geotechnical reports shall be cross - referenced on the site plan. The note shall include the following items: the name of the geotechnical firm; the contact person; the phone number; and the date of the geotechnical reports. Will comply. Refer to sheet A - 1. Please submit buoyancy design calculations as recommended in the last paragraph on page seven (7) of the July 23, 1997 GeoEngineers report. See new buoyancy design calculation (C - 3). Submit earthwork calculations (cubic yards of cut and fill) including the excavation for the underground storage tanks. Please state on the plans the total amount of cubic yards of cut and fill and how many cubic yards of material will be hauled off site. See new extra work calculations (C - 3) and total earthwork figures on C - 1. Hauling over 50 cubic yards shall require an application for a hauling permit prior to any associated activity. See new note (C - 1) The storm drainage system for under the canopy shall be connected to the sanitary sewer via an oil / water. separator. Contact Arnald Girard, King County METRO, Industrial Waste Division, at (206) 689 -3012 and submit a King County METRO Industrial Waste letter of approval to Public Works. Per conversation between Ed Collins of AESE and Phil Fraser of Tukwila Public Works Surface Water Division on 8/5/97. AESE was given verbal authorization to connect to existing onsite oil /water separator and biofiltration swale via additional oiUwater separator. Based on this conversation an industrial waste letter of approval should not be necessary. Please state what vertical is being used. Public Works requires National Geodetic Vertical Datum (1929) to be used as the vertical reference. Please contact Phil Fraser, Public Works Surface Water Engineer at (206) 433- 0179 to determine if Flood Zone Control permit will be required for this development. Vertical datum shown on C -1, AESE will continue efforts to determine if Flood Zone Control Permit will be required. 7. Maximum size of the civil drawings shall be 24 "x 36 ". See attached page G -3 of Infrastructure Design and Construction Standards. • Civil drawings resized as directed. Af kxc f yvi+.os:.y+.. ,rl `S ta: P The, Entranco Traffic Impact Study dated September 1997, and submitted to the City on September 25, 1997 is still in the .review process. At this time, we have noticed that the site plan (figure 2, page 3) shows a driveway on S axon Avenue immediately east of Costco Optical building. This driveway was eliminated for the gas station. project. T he traffic study dated September 1997 was revised to show the closure of Christensen Road. As this will n ot be closed please disregard this traffic study and refer to the previous study dated July 1997. The d riveway on Saxon Avenue immediately east of. the Costco Optical building was eliminated for the gas station project. ow removable bollards with chain for blocking of the trail access at the end of Saxon Drive. ill replace center bollard with Tukwila approved removible bollard. : Refer to sheet A-1.. Please note that PW will not allow closing of the connection between Saxon Drive and Christensen Drive:`: W ill comply. Rather then close the connection between Saxon Drive and Christensen Drive Home Depo would like us to install speed bumps as well as signage on Christensen Drive.: Refer to sheet A-1.1 ou need any further, information, please contact our office. Thank you im'Anderson, Costco Wholesale, Inc. bob \vo12 \projects \ costco\95\95 - 074 \corresp\b- cityresl.doc., r Tr ti � '14"1 , e■ ;x. tPL rtg :6 Govro evit\e7 - ruiewiLA, W41614 11•Skt. f7u4vre Mre;LIT iirtNew AuPcS, NarM I t4crrry , -1c111.49 FEilEiretJc.S Li T '571 • „ , • 1, , .• GM Consulting Engineers 17v =ge-lhIr WEIDER RECEIVED CITY OF TUKWILA NOV 1 9 1997 PERMIT CENTER 1c7/1b/9 - THs"ecil4N*1 GERALD MELE S. ASSOCIATES 7337 N. FIRST St, SUITE 110 FRESNO, CA 93720 (209) 435.1411 FAX (209) 435.1169 Al\ 1. ■ 2:4 3.1. 2.0 2.4 2. 4.8 5.9 7.1 0 16.5 22.8 27.7 ' 6 ' 1 K 22: 3.0 4.1 6. 8.0 9.8 12.7 25 3.4 5.4 8. 13.3 17.4 23.2 29 4.0 5.9 3 3 4.8 7.4 1 2 20.7 32.4 3 .8 3 3 4.7 8.0 1 .7 25.3 35.4 50.0 3 7 5.3 8.4 11) 6 27.1 38.5 5 .3 5.4 8.4 FACE OF CURB PROPERTY LINE 3 2 2.12 10.0 4.6 7.7 4.9 • 7.7 4.1 6.1 11 3.5 5.5 9. 13.5 19.2 24.3 3.1 4.4 6.; 9.1 10.8 14.5 2.5 3.) 4 5.2 6.4 7.8 2.0 2.5 3.' 3.6 4.3 5.1 FOOTCANDLE VALUES DIAGRAM SCOTTSDALE 11= io T KWILA Poacle RECEIVED CITY OF TUKWILA NOV 1 9 1997 PERMIT CENTER COPIES DATE NO. DESCRIPTION 1 11/19/97 JOB #: Revision Submital 1 11/18/97 RE: Revision Summary Letter 1 Suite 100 Scottsdale Fixture Footcandle Diagram 1 9/16/97 Archaeological Monitoring Plan 4 11/18/97 FROM: Revised Plan Sets TS, C -1, C -2, C -3, A -1, A -2, A -3, A -4 L -1, L -2, S -1, T -1, T -2, T -3, T-4, T -5, E -1, E -2, E -3 TO: City of Tukwila DATE: 11/18/97 ATTN: Kelsie Peterson JOB #: 95 -074b ADDRESS: 6300 Southcenter Blvd. RE: Costco Gasoline Suite 100 Plan Check # D97 -0295 Tukwila, WA 98188 PHONE: 431 -3670 FROM: Diane MULVFtflflY PftRTflERSHIP A R C H I T E C T S WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ Express ❑ Mail Delivery ❑ Prints ❑ Originals ❑ Disk THESE ARE TRANSMITTED as below: ❑ For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ Returned for correction ® For review and comment REMARKS: Ket_stE Pi.E1h6E L..ET WTE K•D .--) I V THEIEE is poyy7'!ttt ELSE YOU. t.1Elr . TN'ANK, You. RECEIVED CITY OF TUKWILA NOV 1 91997 PERMIT CENTER BY: Diane Schinrnan ❑ Submittals ❑ Copy of Letter ❑ Proposal Request 0 P. S. Attached Courier ❑ Shop Drawings ❑ Change Order ❑ Signed Contract CC: ❑ Resubmit ❑ Return ❑ Return ❑ Other ❑ Under separate cover via TRANSMITTAL ❑ Pick -up ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Const. Drawings ❑ Other copies for review copies for distribution corrected submittals RECEIVED CITY OF TUKWILA Col PERMIT CENTER 11B0B\VOL2 \PROJECTS \C O STC 0\95195.074\CorresplB- Troncily. doc If enclosures are not as noted, kindly notify us at once. tit 47 11820 Northup Way, Suite E300 • Bellevue, WA 98005 • (;) 822 -0444 • Fax: (2966) 822 -4129 October 4, 1997 Ms. Diane Schinman Mulvanny Partnership Architects, P.S. 11820 Northup Way, Suite #E -300 Bellevue, Washington 98005 Dear Ms. Schinman: City of Tukwila Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0295 PRE97 -019 SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0295 Costco Gasoline 1151 Saxon Dr John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division and the Public Works Department. At this time the Fire Department and the Building Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #l00 • Tukwila, Washington 98188 • (206) 431.3670 • Fax: (206) 431.3665 file:97\costgas \bprvwmem. doc :'fit F&5?i� PLANNING DIVISION REVIEW October 2, 1997 DATE PROJECT NAME Costco Gasoline APPLICATION NO• . D97-0295 PLAN REVIEWER Vernon Umetsi3, 7�ssociate Planner (206) 431 -3684 Please provide additional information, clarification, and/or correction on revised plans for the following Planning Division comments. 1. Submit archaeological response plan and luminaire plan. 2. Confirm that the light fixture to the north of the east driveway will be the same as previously installed by the adjacent optical manufacturing facility. • 3. Resolve whether existing lights to north of driveway and in new south planter area will supplement the proposed fixtures or be moved/deleted. 4 Provide information on how canopy lights will conform with BAR/SEPA approval. 5. Revise landscaping in new south planter area to reflect BAR approved design (e.g., Honey Locust trees and extend shrubs to controller access walkway). This can be done by initialing the notationentered on Sht L2 and repeating the notation on the second set of plans. 6. I understand that: 6.1. separate applications have already been submitted for project signage, and that this signage is as reflected in this building plan set and 6.2. that the columns will be red to match the optical lab accent columns.. Please note that permits are not usually issued prior to expiration of the shoreline substantial development appeal period, which is approximate October 21, 1997. ' I saa. e }'t:51.0 4.i'.:Y .t n .461'_' IVAi4:r i:Jt:7 2a' . M % '07 v 1071.. City of Tukwila Department of Public Works P.+ PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 30,1997 PROJECT NAME: Costco Gas Station PLAN CHECK NO.: D97 -0295 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. Ross A. Eamst, P. E., Director 1) Both geotechnical reports shall be cross - referenced on the site plan. The note shall include the following items: the name of the geotechnical firm; the contact person; the phone number; and the date of the geotechnical reports. 2) Please submit buoyancy design calculations as recommended in the last paragraph on page seven (7) of the July 23, 1997 GeoEngineers geotechnical report. 3) Submit earthwork calculations (cubic yards of cut and fill) including the excavation for the underground storage tanks. Please state on the plans the total amount of cubic yards of cut and fill and how many cubic yards of material will be hauled off site. 4) Hauling over 50 cubic yards shall require an application for a hauling permit prior to any associated activity. 5) The storm drainage system for under the canopy shall be connected to the sanitary sewer via an oil /water separator. Contact Arnald Girard, King County METRO, Industrial Waste Division, at (206) 689 -3012 and submit a King County METRO Industrial Waste letter of approval to Public Works. 6) Please state what vertical datum is being used. Public Works requires National Geodetic Vertical Datum (1929) to be used as the vertical reference. Please contact Phil Fraser, Public Works Surface Water Engineer at (206) 433 -0179 to determine if Flood Zone Control permit will be required for this development. 7) Maximum size of the civil drawings shall be 24" x 36 ". See attached page G -3 of Infrastructure Design and Construction Standards. John W. Rants, Mayor 8) The Entranco Traffic Impact Study dated September 1997, and submitted to the City on September 25, 1997 is still in the review process. At this time, we have noticed that 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431.366S r ‘?Iga-se .41. that P6-0 44/c c eiwee,p ,09./.: V th site plan (figure 2, p (/ 3) shows a driveway on Saxon A ue immediately east o Costco Optical bUilding. This driveway was eliminated for the gas station project 9 ) Show removable bollards with chain for blocking of the trail access at the end of Saxon Drive. • G.2.3 METRO CAPACITY CHARGE To determine these fees, an owner is required to complete the METRO Sewer Use Certification form (available from the City Public Works Department), and return copies to METRO and the local sewer agency. G.2.4 OVERTIME INSPECTION FEES After hours inspections (evenings and weekends), when allowed by the City, are to be paid for by the permit holder at the inspector's overtime hourly rate, (including vehicle, overhead and expenses).' G.3.0 DESIGN STANDARDS FOR PLAN SUBMITTALS All plans and specifications for private construction of utility and street development must be presented to the City Public Works Department, via the City permits coordinator, for review and approval prior to the beginning of construction. The design and construction of utility and street development within the City of Tukwila shall meet all of the requirements as listed in the STANDARD SPECIFICATIONS section above. G.3.1 PLANS Plans for multifamily residential, or commercial, or industrial development, or development requiring construction of public infrastructure, within the City of Tukwila, shall be prepared and stamped by a Professional Engineer, licensed by the State of Washington. All plans shall be prepared in accordance with the standard details, plans and specifications contained herein. All plans shall be drawn to scale (maximum size of 24 x'36 ") and shall be of sufficient clarity to indicate the location, nature, and extent of the proposed work. The plans shall contain sufficient detail to show that all provisions of the standards, laws, and codes will be met. G -3 ;rti f..',7 4 eY & Xr10■70114V Yw;u:.'Ma" gtil: t'n' t CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: ?72 PLAN CHECK/PERMIT NUMBER: p G 7 Qz ?s+ CF2 &) - 00 I.S^ (- 5-0°0 9 J PROJECT NAME: GrCo C 5 c,(VGr PROJECT ADDRESS: 1 (4 ( S'itt Katnr b )(, CONTACT PERSON: 773 L t IV A C/ PHONE: 4s -Sc "a O O REVISION SUMMARY: 7 74A FF(C 5 7vj Y 12. (RofC P02. P UrCt C e/L.(c T SUBMITTED TO: 1/ Z/' <O"t (4 "Cloud" or highlight all areas of revisions and date revisions. • ,iicCt'1�JEu. ,,. . SHEET NUMBER(S) `'� 'r -i,rw�u.�{ eft PERMIT CENTER t.er rot CITY USE ONLY Bldg; . Planning Fire Public .Works 3/19/96 i M( S d: icl� sa,r. '11 V�lrYl7°G Rtfi'z r Y tiaig -11Mr5a rl .,5 iti To: Tukwila Community Devel. Dept. 6300 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 Attention: Vernon Umetsu X ATTACHED ORIGINALS UNDER SEPARATE COVER PRINTS FOR YOUR: X INFORMATION/USE AS REQUESTED OTHER OUR ACTION: REQUESTED ACTION: NO. OF DRAWING COPIES NUMBER Remarks: Vernon, By: Torsten Lienau © E N T R A N C G 10900 NE 8TH STREET, SUITE 300 BELLEVUE, WASHINGTON 98004 Tic . LETTER OF X TRANSMITTAL MEMORANDUM OTHER REVIEWED NOT APPROVED APPROVED SEE REMARKS APPROVAL REVIEW & COMMENT REVISE AND RESUBMIT OTHER Date: September 25,, 1997 Project No.: 97809 -11 Title: Costco Gas Station Re: Traffic Report DESCRIPTION (206) 454.5600 FAX (206) 454.0220 MAKE CORRECTIONS NOTED 4 Revised Tukwila Costco Gas Station Traffic Impact Analysis Report Attached please find four copies of the Revised Traffic Report for the Costco Gas Station. This report revision reflects the recent request by Home Depot to gate Christensen Road to prevent through traffic from Home Dep "ot;to Costco,and;vice versa. , If you have any questions, please give Me a call. RECEIVED SEP 2 51997 TUKWILA PUBLIC WORKS ..P 2 5 1997 .. )1v7MUNIT Y DE \'ELOPMENT • cc: Kathy Nishihira - Costco (1 copy) Diane Schinman - Mulvanny (1 copy) A02_LOT (rev. 11/95) City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director C rystal Kolke Robert Fossatti Associates Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 Regarding: 97-T-18: Costco Gasoline (D97-0295) Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, --- 'eat& Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 _1 City of Tukwila Fire Department Fire Department Review Control #D97 -0295 (512) Re: Costco Gasoline - 1151. Saxon Drive September 10, 1997 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire extingiusher with a minimum rating of 2A, 20B:C shall be provided and so located that it is not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 5202.9) 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) 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 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 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. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. 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) Installation of underground storage tanks containing flammable liquids require separate permits. These permits are obtained from the Fire Department at 444 Andover Park East. 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, iv The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 j I • • R 0 B CC: E F )SSAFT I SSOCIA CONSULTING ENGINEERS September 8, 1997 sARFA\97t18 R T '1 E S • Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97-T-18 Dear Mr. Griffin: Cryst4l Kolke Senior Plan Reviewer A PROFESSIONAL SERVICES. • CORPORATION • Costco Gasoline (D97-0295) Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Ms. Diane Schinman Mulvanny Partnership Architects, P.S. 11820 Northup Way, Suite E-300 Bellevue, WA 98005 2030 FIRST AVENUE SUITE 203 SEATTLE, WASHINGTON 90121 TELEPHONE: 1200) 250-11303 FAX: (2013) 256-0197 • RFA #97102-18 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: 1. The reference to the project geotechnical report should be revised on Sheet S-1 to include the report dated July 23, 1997, by GeoEngineers, File No. 0975-046-10-1130. Currently, the drawings only reference the report for the Optical Facility. 2. Welding must be performed by WABO-certified welders. The appropriate note should be added to the drawings. 3. Dqtail 5/A-3 calls out a TS 8 x 8 x 1/4 column. This needs to be coordinated with the st*tural drawings which call out a TS 8 x 8 x 3/8 column. Refer to Detail 1/S-1. The above listed review comments should be responded in itemized letter form. We, therefore, recommend that the permit applicant have the structural Engineer of Record, Gerald Mele & Associates, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, unless noted otherwise above. We have forwarded a copy of this letter to Mulvanny Partnership, Architects, P.S. for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099, wmtam. '91/14/1998 13:51 157 111 I4 7 33 561 7142898184 •• 040 131. 11,1 5,41 410 4.13 3.77 175 1.30 5.95 917 10.7 35.0 14,1 11.3 1.71 441 114 540 3.75 75 013 113 1.17 113 0.10 0.43 7.70 4.77 ,316 41 114 3.54 1.01 1.31 104 0.71 16 037 1.40 119 010 7.00 5.13 3.13 0.30 130 11 0.110 047 0.50 0.41 34 0.17 0.15 7.75 914 4.00 3 74 153 0..10 114 0.61 0.90 0.36 0 01 . 04 1.10 0.1 010 1.00 7.03 0 37 6.45 5.51 133 114 0.66 0.41 013 0 ti 0.15 011 040 7.59 9.30 10.0 0.00 0.55 S'IS i0.11 14.3 11.3 7.31 11111 1,711 11.3 7.07 160 • ..••• •••••• ow ow• J I''.'P AO 1.0 /let 1,41 0.41 , 0.33 0,30 0.11 010 5,17 0.14 0.11 0.01 004 0,19 0.64 0.33 0,40 0.33 116 0,11 0.17 0.14 0.11 001 000 0.10 0.13 4.01 0.17 111 19 0.00 0.43 0.31 0,04 0.15 044 439 131 111 0.00 011 046 5.3/ 3,34 01 10.3 4.74 1.13 10 3 5.40 1,13 171 7.71 0.1, 131 0410 0,47 B 013 911 5,76 Ill LW 1.17 0.62 15.3 5.01 390 34.9 133 640 0.S) tite 0.00 04 743 6.33 6,71 610 3.67 . 113 167 0.00 161 5.3$ 9.07 166 1.79 447 145 0.03 0.15 047 SUNBELT INDUSTRIES 44 0.0 013. 0.30 .56 110 0.30 010 As 0.67 194 6.34 0.73 0.30 0.16 040 .15 141 GA 007 0.64 0.33 011 045 111 44 0.00 0.07 OM 511 010 013 0.10 111 1.07 0.00 0 31 5.50 647 0.0 0.41 0.00 0.33 0.l1 116 0 05 , • PAGE 82 RECEIVED 134 561 100 591 1.0 3.10 0.43 0.13 014 640 0.00 IN 065 0.05 CITY OP TUKWILA JAN 1 5 1998 PERMIT CENTER 111 j 1114/1998.13:51 7142898184 hj. • r GNP Cn CM 0.34 cm Mn Mn cm•mm CM CM cis Cm 0.31 0.11 ca MM CM CM cm cm 0,10 mm ca 0.04 1.33 crt tn 4.33 im 4.7a cm 1.41 4.33 t.m co cm co cm mm CO CM CM CO 0.32 cm CO CO MO CU am cm am tAs 3.14 t.m (.64 CM IM Cm ca La LM LM 1.11 LM 3.34 0,11 Ca Cm CM CM CO CM Cm 0,11 CO 0.11 LM LW 1.31 LW LW IM 4.03 LSI LM CM CM CO I.lI LM LW MM CM MO Mn CO 0.02 MM MD MO OM 0.443 1411 241 144 1.4.4 La 0.31 1.37 3.14 1.0, IM 1,04 3,11 341 1.24 1.11 141 0401 MO S. 0.63 MP 041 0.0 0.44 " " " 4 0 Cm CM CO/ CM CM LIM cm Lel La 144 Lw LO CM CM CM CO cM CM cm cm cm co cm cm co cm cm cm cm 30 VW CO LA CM La CM LW CM CM CO MW 0.70 ON 0.00 CM Ca 6,,•^m SAICIVt1 Ae!el La KT) Vizr L ph slig PLANE : VERT POINT SPACING LEFT-TO-RIGHT • 5 ft POINT ' PACING TOP.-TO-BOTTOM 10 5 ft LOWER LEFTHAND CORNER OF PLANE: X 370 Y • 366 2 0 UPPER RIGHTHAND CORNER OF PLANE: X • 499 Y • 366 Z o 30 LIGHT METER IS NORMAL TO PLANE AVERAGE fc - 1.28 MAXIMUM fc • 3.6 MINIMUM fc = .29 AVERAGE/MINIMUM a 4.41 MAXIMUM/MINIMUM a 12.41 TOTAL NUMBER OF POINTS * 182 04/41/16 RECEIVED CITY OF TUKWILA JAN 1 5 1998 PERMIT CENTER r` 7 r3�i "fi tit r Sr k - t ';rY " " - • j et� /j "'�+ tI4fF t �, � � Z4�jr ),ififi T'd i } 51i t it J S ty ' +51.C�3 3 F r y , t .* r� } ``; +, �eay_r,:•„iF.2 i,1':. Id ..� , l . AL ' DESCRIPTION Costco: Wholesale Tukwila; WA THAT PORTION OF GOVERNMENT LOT I, 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, ,k'1.M.; DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST`.GORNER OF GOVERNMENT. LOT 1 IN SAID, SECTION 35; ;(THENCE NORTH 81° 44' 08" WEST, ALONG THE •NORTH LINE OF GOVERNMENT LOT 1 IN SAID SECTION 35,.•A DISTANCE OF 166.41 FEET; THENCE SOUTH 01° 51' 341" WEST, A DISTANCE OF 83.55 •FEET TO THE •TRUE'POINT OF BEGINNING; • SOUTH.88 °. 08'..21" EAST, A DISTANCE OF 693.41 FEET.TO.THE WESTERLY MARGIN OF THE JAMES CHRISTENSON ROAD (ALSO KNOWN . A. '10TH AVENUE SOUTH) . A5 CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 153 AND AS SHOWN • ON THE, RECORD OF SURVEY RECORDED UNDER RECORDING, NO. M4104 '•.THENCE ALONG SAID WESTERLY MARGIN•THE FOLLOWING COURSES: SOUTH Ol° 38' 20" WEST, 51.00 FEET; SOUTH 10° 52' 40" EAST, 41.12. FEET; THENCE LEAVING SAID MARGIN NORTH 88° 22' 15" WEST, 302.415. FEET '•TO A POINT. OF • CURVATURE; • • • THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE LEFT. • • A RADIUS OF 115.00 FEET, THROUGH A CENTRAL ANGLE OF. 40°. 28' 55" AND AN ARC LENGTH OF 21.20 FEET; THENCE NORTH 88° 48' 41" WE5T, 334.21 FEET' TO A POINT WHICH .BEARS. SOUTH 01° 51' 341" WEST FROM THE TRUE PINT OF BEGINNING; THENCE NORTH 01° 51' 3q" EAST, 283.g8 FEET TO THE TRUE POINT OF BEGINNING. • 4111 COSTCO WHOLESALE GAS STATION ADDITION SAXON DRIVE TUKWILA, WA LINE I& I ANDOVER PARK EAST SOUTHGENTER PKINY. EE y a V ALLEY HwY. GE EN 0 -C Ts TITLE SHEET c-: GRADING AND DRAINAGE PLAN C-2 CONS DETAILS C- CONSTRUCTION DETAILS NOTES A-I A-2 A-5 A-4 L-1 L-2 5-1 T-I T-2 0-5 •-5 E-I DETAIL SITE PLAN E-4 ELECTRICAL ENCLOSURE DETAILS REVISIONS NO CHANGES SHALL BE MATE TO THE SCOPE OF WORK WITHOUT PRIOR A.TPROVAL OF TUKWILA BUILDING Divisio, NOTE: REVISIONS WILL MOUIRE P NEW PLAN SLJ,ITT, L77,., cod onissinr.a of pia. c Cana not authorize Bo violation of cry adJpted code or ordnonee. Plicalpt of contrectoes copy of agroved acknolasdped. By Permit No DRAWING INDEX A-I.1 CHRISTENSEN ROAD IMPROVEMENTS SITE PLAN SEPARATE PERMIT REQUIRED FOR: MECHANICAL rZELECTRICAL PLUMBING C PIPING CT TUKWILA EL,L.D1NG DIVISION FILE COPY II/18/5 EX RIOR ELEVATIONS / CONTROLLER ENCLOSURE PLAN ELEV. CANOPY REFL. 00.5. PLAN, DETAILS AND EQUIPMENT LIST DETAILS DETAILS IRRIGATION PLAN PLANTING PLAN CANOPY CONSTRUCTION DETAILS TANK LOCATIONS AND PIPING PLAN UNLEADED TANK DETAIL (20000 GAL) TYPICAL TANK BURIAL 5/I, AND PIPING DETAILS SUMP AND PIPING DETAILS ELECTRICAL 5I0E ELAN, CANOPY LI&HTINS, AND MISCELLANEOUS ELECTRICAL • r E-2 TURBINE, DISPENSER, AND MONITORING SYSTEM ELECTRICAL 5-5 ELECTRICAL DETAILS ELL.. BLK. ELKO. 5M. - I CB • C.I. . CL. CLO. CPU , • CrON4. Ce7N5TR. 71 --f-- ,-T EFS. EXTERIOR FIN. SYSTEM - EJP.S. EXTERIOR INSULATION •-, FIN. SYSTEM • - - IELEVATION, ELEVATOR EirSTHD. REGIONAL OPTICAL 0:45 SO/5 05000 OVERALL SGHEi-ilATIC, SITE PLAN SCALE: 1" = 50'-0" 50746V1 ABBREVIATIONS AGMS. Acou5ii6AL ExH. EXUUST AD.1 AD-USTABLE, ADJACENT EXIST. DdSTINS . ALUM ALUMIMJM EXP . EXFAI6ION AN00. ANODIZED EXT. EXTERIOR APPROX. APPROAMATE FD FLOOR DRAIN BOARD PON. FGUI.DATION WILDE. FF FACTORY FIN. BLOCK FHS FLAT READ SCR. BLOCI0N5 , FLOOR BEAM F.1.0. I FuktaiStar, a INSTALLED Er7FrOM HY OMER BETWEEN - .R.PP. FIBER IINFORCED ELASTIC CATCH 5555 PAtEL(5) . CAST IRON FTC, FOOTE. CAST IN PLACE 6A. 6A1.16E CENTER LINE, cLEA, DALV. 6ALV.ZED CEILdle 6.1 SALVANIZED IRON CONCRETE .50idaY EaLP erpsam Uhl * PLASTER UNIT 6I-6 DYFPLIM WALLBOARD, C0.44 SYFIBJM BOAR.D CONCRETE EIB HOSEIBIE6 CONMOUS ' H.C. HANDICAPPED CONSTRIZTION H.M. 14.10,1 METAL CONTRACTOR NORIZi HORIZONTAL CERAMIC TILE HT. HEIENT rfne.. HEATER DETAIL INSUL. INSULATION DRINK. PDINTAIN JT,S. JOINT,JOINTS Dovireeour L. LOWS, LEM5TH LAM. LAMINATE, LAHNATED LP LINEAR FOOT, LINEAL FOOT LID LIQUID LT1IT. LIDHT WEISHT MAS. MASONRY' MAX. MAXIMLN M.B.S. METAL BUILD!. SUPPLIER MECH. MECHAWCAL LOCATION MAP - SITE PLAN u 00 METAL MAN/FACT.. REDD. RECIUIRED RO. RDAS. OPIBUNS MANFACTURER MANHOLE SCH132. S. SC. SOLID CORE MINIMJM SHT. SHEET MIWELLANECUS SIMILAR MASONRY OPEN,. 5.1 0 SUPPLIED INSTALLED 5Y 01^NER MOISTURE RESISTANT S.0 I C. SUPPLIED BY 014ER MULLION INSTA,LIED BY CONTRACTOR MOIAtTED MoUNTINS SPECV NOT . 15 CONTRACT SO. 55 SQUARE SERVICE SINK, SANITARY SEI•ER SST STAINLESS STEEL NOT TO SCALE STD. S ON CRWT NNRIST STRUCTURE, STRUCTURAL OVERHEAD OPEN'. SYS. SYS113.1 OPPOSITE T TREAD, TOP PTN. F'ARTITION T4B TOP 4 BOTTOM PERP PERPENDICULAR TEL. TELJ7HONE FLATE PROPERIY LINE TEMP. TEMPERE17 PLASIAM PLASTIC LAMINATE TSG TONGLE 6ROOVE PLYWD. ,Yekaa, T6. TEMPERF-D 61,65 FLEE, PLUMBIN5 rre. TYPICAL PNL. PANEL, PANELINS UT,. UTILITY PR PAIR UBC., UNIFORM BUILDINS CODE PRO.J. PRO.ECT V.C.T. VIMYL., COMPOSITION TILE PR PRESSURE REDUCINS VERT. VERTICAL VALVE PONT WO WITHCIA Q.T. QU.RY TILE OTR QUARTER WINDCW RAD1L6 WAIERFROOF ROOF DRAIN P112 14A.h, RESISTANT 1.644T - NAP, WELDED IMRE MEr714 55-1.0 WELDED HIRE PApR/C mpE,. M.H. MI, MISC. M.0 MILL. MTD. MTD. NOM. N.TS OA. 0.C. OH. 01,5. RL. R. LEADER RECD. RFcCEIVED REF. REFRJ6•ENATOR RElf6. REItilF0faCIN6i NORTH ARROW 1 :1117 IMF Aft 1 217 LEGEND OF SYMBOLS SWET WERE DRAM PE SFEET WHERE DP.Ali ELEVt 171 DOOR MARK - rscitMLi (I) WINDOW MARK DETA L • DETAIL IDENTIFICA SCREEN/LOUVER MARK SIEET RWERE DRAWN WALL SECT I ON Prelcal..._,Roov DETAIL IDEWIFIGATION ...-R001.1 !RAMER GRADE ELEVATION 13 e l ----- NEW OR FINISH GRADE 0 FENCE ® -x-x-"-xx-x-x- 05D sora oaracroa I , " DIMENSION INCANDESCENT LIGHT FIXTURES CEILING 1.1.INTED o, FLUORESCENT L GHT F I %TURES ,wloon REV gj ACCESS PANEL E5 RIGID IN.LATION • SIPPLV DIFFUSER MINE BATT INSULATION COLL'!" 55 10 - SPRINKLER MAIN PROPERTY LINE - RETURN REGISTER RCM BLOCKING FINISHED 111700 • FINISHED gMag ACOUSTICAL TILE CONTaURS 'STEEL 80 WORK , CONTROL EX 1ST I NG 1.1 d'r et- OR DATUM PO INT C . • Ugiatz CCNO IHM Eni] GRAVEL IFIN1 0411 OR BRICK ALUMNI. ESM E .r s OWNER: ARCHITECT: CIVIL ENGINEER AND SURVEYOR: GEOTECHNICAL ENGINEERS: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL/ ELECTRICAL/ ENGINEER: ARCHAEOLOGIST: VICINITY MAP SITE DESIGN TEAM COSTCO WHOLESALE 515 LAKE DRIVE 15550055, NA 5 1802'7 (425) 315-8100 MULVANMY PARTNERSHIP ARCHITECTS PS. 11820 NORTHUP NAY, SUITE E300 BELLEVUE, WA 55005 (425) 822-0444 4,5. SCHMIDT ENVIRONMENTAL 16509 SATICOY STREET VAN NUY5, GA 51406 (818) 786-23 050 555105555 8410 15474 AVE NE REDMOND, NA 58052 (425) 561-6000 A.E. SCHMIDT ENVIRONMENTAL 10509 SATICOY STREET VAN NUYS, CA 51406 (818) 786-2375 SPAN CONSTRUCTION AND ENGINEERING, INC. 1841 HOINARD RD. MADERA, CA 95631 (205) 661-1111 AE. SCHMIDT ENVIRONMENTAL 16505 SATICOY STREET VAN NUYS, CA 11406 (018) 186-2515 HISTORICAL RESEARCH ASSOCIATE INC. 119 PINE STREET, SUITE 207 SEATTLE, VILA 55*01 (206) 543-0226 LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT I, IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND OF GOVERNMENT LOT I IN SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1 IN SAID SECTION 35; THENCE NORTH 81" 44' 08" WEST, ALONG THE NORTH LINE OF GOVERNMENT LOT I N SAID SECTION 35, A DISTANCE OF 166.41 FEET; TI-ENCE SOUTH 00 51 31" KEST, A DISTANCE OF 83.55 FEET TC THE TRUE POST OF BEGNNING; THENCE SOUTH 88° 05' 2?" EAST, A DISTANCE OF 613.41 FEET TO THE WESTERLY MARGIN OF THE JAMES CHRISTENSON ROAD (ALSO KNOWN AS 10TH AVENUE 50506) AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 1551561; AND AS SHOWN ON THE RECORD OF SURVEY RECORDED UNDER RECORDING NO 141041001; - THENCE ALONG SAID WESTERLY MARGN THE FOLLOWING COURSES: SOUTH ar 35' 20" NEST, 51.00 FEET SOUTH 10° 52' 40" EAST, 111.12 FEET; THENCE LEAVING SAID MARGIN NORTH 88° 22' 5" WEST, 30215 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 115.00 FEET, THROUGH A CENTRAL ANGLE OF 40° 25' 55" AND AN ARC LENGTH OF 21:20 FEET; THENCE NORTH 55° 45' 41" KEST, 334.21 FEET TO A POINT WHICH BEARS SOUTH 00 51' 31" WEST FROM THE TRUE PINT 05 SEG:INNING; THENCE NORTH 00 51' 30 EAST, 283118 FEET TO THE 1555 50100 05 BEGINNING. PROJECT SUMMARY THE STATION INCLUDES THREE ISLANDS WITH TWO DOUBLE SIDED GASOLINE DISPENSERS EACH, ALLOWING FOR 12 AUTOMOBILE FUELING POSITIONS. MIE FACILITY WOULD BE COVERED BY A 14-6" HIGH CANOPY WITH COLOR AND 5105505 TO COORDINATE WITH THE MAIN BUILDING. THE COMPUTERIZED CONTROLLER, WHICH RUNS THE PAYMENT, PUMPING, AND MONITORING SYSTEMS, 15 HOUSED BY A SIX FOOT BY EIGHT FOOT STEEL UNIT PAINTED TO COORDINATE WITH THE MAIN WAREHOUSE. FUEL 5 TO BE STORED IN THREE DOUBLE STEEL WALLED, FIBERGLASS COATED UNDERGROUND STORAGE TANKS. THE SYSTEM TO BE INSTALLED INCLUDES AN ALARM TIED NTO THE 005000 OFFICES, LEAK DETECTION SYSTEMS TO AUTOMATICALLY STOP THE FLOW OF GASOLINE, AN INTERCOM TO THE MAIN WAREHOUSE TO GALL FOR ASSISTANCE, AND A CONTINUOUS TANK MONITORING SYSTEM TO CHECK FOR FLUID LEAKS, WHICH COULD HARM THE ENVIRONMENT. I PILu BUILDING STATISTICS P GOVERNING CODE: ZONING: 000/54000 55055, BUILDING AREA UNDER CANOPY: BUILDING HEIGHT: PARKING: 55150545 PARKINS, DELETED PARKING: TOTAL: EXISTING WILDING AREA: PARKING RATIO: 5455546 55051550: 1554 U.B.C. T.U.C. 53 (NOT RATED) 252/58 10 (00 TOP OF CANOF'Y) 264 STALLS 60 STALLS 200 STALLS 34544 55. 25/1000 5.5. 51 STALLS 011 OF TIJKWU 4/PROVE/ CD 0 a pRgeti-otei M1-0Z15 is TS N 0 a 1 a 6 0 9 2 9 z 0 ES 0 4 z c) 4 W Cs) o C), 4 Z CI 4 ▪ §E e) 5/0/c/ 0 1) 0 0 1 7 , IEGEND GRADING AND DRAINAGE PLAN - ISSUE DATE: 8/8/97 II Le/6z/z, 530N,10 1113110 aid \g/ !SNOISIA3a 66 /6 /z s3sxrxJ 1x3110 113a q 136 /e /1 sxo11J3aaoJ M:1n3a Nerd 1 .. /. 10,040.1011001110T101=3 , 0 . ) ON 317LNIZNIS CI T .30 . SP.A. MVO CONTOURS MS 1.t irt 0 0 1 1 Nr OF 2 1370:..... AMAL ; : MTN= . ;IN OF OW. 41/410 1411 MCI 0 LOY. 4 AT -3Z - 1101/ SO - USA ADS N-12 (IT) - 018010FAZE OM - USE SOS 11-1 3 (.., - NON II CONOM MA COST. r LONCALIE OM T3 MAIN Mr. r CONCIM 0.14 TO AA 0344 --- , ..... 0013...n555:55ouse ... rim: -CZ - CUM OM 0 AOS I1-14 A, RANTER el =Ira is mew calm, a. ,,,,„ NO7ES MALL KZ M SM. Xn " . 10.1114140 A MA 110 0111131 1 CAIT . 1 10701 COSTING 112S Clf 01014 STCAL W. COST. SA MC SAXON DRIVE zr - AM 1Z 1p . ■ =721 likvANNIMMINNMI =WM , fraiwor.I 4•34■•■•044 T rj".&.."-•` ---4 111111MMEOP.Feifff ''' TCM1011_ - 11--illita..."4.-1.1111Plairaii VZ/Eitintillaill=f1310/ A - tilwitilffilik fit% ES - to ' 040 I, , • , P Ri!, morrml,,.......ziram=.-ArrizoriaLimmtzelavarAmor ,‘ ' 00''''011iairomial.1,4,.$ 07 . ;,,,,,. , 7 pp - - Ap , .e.--en-',. 4 ,0 0 :04 N •. •411 AA, :!..,.1.-._, .-.., .----,,, A 1 • A s it I, 4 6 . . CD • A A. 11 .) • .. IT 4' ! w ! 0 LE /lZ /L M31.21 NVId VIIMM01 01 031104/305 ONO 1331-15 SOU :sNDisiA3a is /l /OI '03 — NIV014 AdONVO 30030111 L6 /0/6 50011038000 11734111,130 ormo a /6/0 tit 510343010030 5 0 511134311100311 S N AIIJ C6 /fl /ll 031 .tLx9£ O1 3215 J33H5 0300 0311 Y . Mil or r a- • . 4 :-... -- IRS 1 61 owe gyps OW ANA. 'rove .o) 0214 IVIMMO SPAM AT 3 0.1m 55.1 i nil • • pal I * gipm ■11113 ■ . . wi Pi • • 1 • dir ‘ ,..,it IIIMIE=EIEW r A 1 SEr TO AT 'ff.. H ....-% NrA, ii 4 r Ii iiiis i OA ,I. T ,T•T T MAK DIST. L.T , A\ Ilast . ... F71. 1147Ere6ael " . Aw -, I L N ■I■ . SCALE r 2C1 0 20 40 60 80 T6ii■I GRAPHIC SCALE IN FEET , Z7 CA Irk KEMP '. ___ • 14041 COMM MO .VATIONS OF ALL CCETINO 01.0 AMA TO ANT .1.13011011- u. •• Imo Aurr. 40 FULL W0103103 rues PIM TO OMAR. 33 0101311. H.. APPLT 5u. 55nut MOM ro5 01110011110 40 PM AK 030117101. Or MT FROM CONSTRICTION AM.. 0 COMPACT. MALL IC AS row. MON. MOLL r5 10011.0 MA ICC AMALT C.10013 100 MOTO EOM FILL AIN TO Ar WARIFILD TO A MOT OF 94411/11.111.411011T 10.1 1100114 011100. AND orp, ,,,E0 . MON communrot , CURRANT COM 0 AS 0 AOSOLOATE AASE COIACC .1031011 3NALL OE MS S. POIMT PASS. 103 l'A 7;T 7) rA1 TO VIOL ...Vt. 01104 TAMA 90- 1-0 41=10 WU, 4-.10 MO 403 1•131COrT rr 113.1T OF 5).511.. mum Into sou. come um 111545VMMT UMW. CCOBT . 144L SMALL NAVA aoo ra um. 0011312390 romoar5 . Mean," Iwni . AMICABLE occo55no555 smrre uto 141331 titInzazazzasisio ....-- A ,,,,,,.... cram so curic ZIOS WILL 004NE AM APPMTION FON A .armodz swum es MT. 5romm PM AS maw. TO MAU. TAMS NEPA. MN TANAC 00.40 IN SAAE 000101 NAN A OW AA 1I-12. 41701. AO Li) LTIVPICIL'r [ -, ,- 2 '2. 2.23 ----- LINTS OF NW FAVAMT - ,, I 0499 - 994 -9 T9 -T LOW 'ON .LO. Odd 9LSB -9BL -1179 —T 9Oi18 YIN1T01II1YD 'SAM NYA .L 7S AOOLLYS 6099T ONI `TV.LN FiNO IIANa .LQINHOS 'TV MT. manta TO WWI ' P su ro 5r 4.011 400131T ser r MT. OMS ; 1 41 A0 4 ■ . . A i ,, -4, • - - - - ,- --..,,,,,,,..- k A t 4 or, . 1..,:v ' . 0. A■ ■ 4 At040 ■ ' 4 .• 1 1 v , ,t ---i. •41- • -.4.,...w-rial 4 AIL, AC 1 11,, I, ' 0 - .A..4&■ A... r '"VCF.Alr, SAT AT ' mmgr ki ...-metrist....r 11 _....1.1 A MN Is .11, ' V WV, 5:1 1r ir ofor MM. 72. TOTAL SNITIMOIWCQUAWITIES am . Itirci! T .. , LAILC DM.. 004 ME MI ■A .444■ - • ,,, 7:m- 114b, MS TO 03.1..ux SEZ AM) mr. °sumo MN 00 cm a, rlIONA MIME WO ON UAW= SLN ULM EXCX 1111111N i, MS ..70 OAP CON S. COSIONATON MO AI MA TOP OF TM 110.041 COMTE 011.111.7 Or MR. AVM M. 0. ME NM 41111 ON SOWN MTN SMUT. 1010110111,4 FOE SAL ISE 130.0 0.. >304NA: TOP OF NOM. ZOOM OF FUEL FACILITY INSTALLATION COS7CO WHOLESALE COSTCO # 6 1160 SAXON DRIVE MP # 96 -0748 7UKW A WASHINGTON 98188 .15E00. ■ AREA OF WORK I 16' GEOIECIIMCIIL Mit .. • q I ' • ' - - • Kr 3 0133 00.10.00 410 1610 ANL NA 0.1014 IAA. 211001 .. .....,_ • ' .. ... , .. ., ... , ... . . . . . , . 1 . 1 ge 0 9 5 ...,,,, 0, ..... I, I . • . N THrHOME DEPOT .......,... ,..,... ,.... .. ..., . .,. - .._.. ' ( SCALE .1. - ao. ....- cost..---" ' , \ I j 1 / I , i ki ..r.-1 1 •,... 1 aces NOIDMNSYM 717OYSEY 3NUG Mal 666 '3703370W most ,,, mm Ii I El I I .. . , .. , OPTICAL CENTER I 1 , . i If ITO ,r, 1 ' 111 P- , , , . E- tz.p_i L, crrylruTwiuk 3, ,,,,.,,,,. , , , 81 8 , IA PERMIT CENTER • :,- MilMNIIIIMIll :0 80 1 60 240 32D i fIlM i.MMMM.. InTiiii ' . GRAPHIC SCALE - . , .,. , . - • ,.. • . • ■ . .. . • . 1 C4 - • . - FILE 4 3" ASPHALT CONCRETE 1 R. (TYP.) 1/2" R (TYP.) 2500 PSI CONCRETE W/ 6" 2 " MIN., 18" MAX. • ALL SLABS 6" MIN. go • s. 1 u W -? THICK CONCRETE RADIUS TOOL EDGES (TYP.) ZIP STRIP/ SEALANT FIRST POUR SECOND POUR / #4 AT / CONT. THROUGH { CONTROL JOINTS 6" CLASS 11 AGGREGATE #4 T +B, 3 CLEAR OF X 1" FACES I BASE COURSE COMPACTED v ,v* . - - v BELOW LOWEST ADJACENT GRADE-- SHALL BE EQUAL TO HEIGHT OF GRADE MIN. '18 "...... .. TO 90% SUBSOILS COMPACTED TO 9O% —III 11 — II III 11 I III III 111 111 1 .e� A_ SUBSOILS COMPACTED TO 90% - v V V: . ., v v v i a_ v v v - " V v v o (COLD JOINTS OR CONSTRUCTION JOINTS). CENTER REBAR IN DEPTH O F SLAB. MIN. 7" ABC COMPACTED TO 95% .. v v O,-> 0 0 oO , >O O, 0 �.o� o O o o O v v v O O • o�Q v v- II I III , • v "�L)oU "O ,2O o o\ L)o� �c O °O O C.,', 0 :o Q :o Q Q : QO . . 3 o; ° W " g � L 1 1 11 11 111 111 111 1 � 1 11 1 1 � 1 11 1 1 � 1 11 1 1 � 1 1 I III I i I 11 I I I =1 I I III -1 I I III — =111=1 1 11-1 I 1 1 111 -1 111 111 1 1 1 I 1 1 I 111 11 f I1 1 I " ... AC PAVING SECTION A' CURB DETAIL NEW CONCRETE PAVING SECTION AND SLAB CONTROL JOINT NTS o NTS Nis P. r „ c = „ [�� �� 1 �m z v�J^J .. Z nmmm O w r m w d 1/2” R.(TYP.) " 18" 1 -1/2" .. / [(4)4REBAR _ :. .. ■ 2 -� 2 -2 2 - NOTES F oi . �. 4 gas '• t ate' ' 0 1 / I CONTINUOUS A 111 =m 1111 a v 11 =111 - 111 111 - 1 1! v vov v v 11 = 111 I II — III - 111 111_111 — III — 111 111 = 11' ° • • •° 11 111 = 11 E: . lal3 111 -11 111 Q o ooQ o o oQ o o oQ o' 111= E111 I '_ ° C): 0 0 O o ° Oe•° ° 4' 111-1-111E111 1 = I 11 I o 'o o °o ,, 111 111 = 1 \ l 0 . 2 TIP. THE HIGHEST OPERABLE PART OF EACH PRIMARY CURB "/2• 111 - 11 11 I Il Sl 1 - 111 — 1 — 11 -11 I 11 IJ 1.) OR ALTERNATE CARD READER SHALL BE NO MORE THAN 54" (1372mm)' MEASURED FROM THE BASE OF THE FUEL DISPENSER. WHERE CARD READERS ARE LOCATED ON FREE STANDING PEDESTALS - THE CARD READING CONTROL FUNCTION SHALL BE NO - " S MORE T HAN 54° (1 372mm) ABOVE AN ACCESSIBLE LEVEL AREA WHICH IS SERVED BY AN ACCESSI , PATH OF TRAVEL. NANO '2 R Y 11 1 - 111 111 - 11 11 1 - 111 I I I 1 1 I 1 11 1 111 I 1 11 1 =1 I I III =1 1 I 11 I 11— 1 — I 1 1 - 1 1 1 — I 1 1 -1 1 1 1 —I 1 1 — I 11 1 la 1 1 1-11 11 I I I I — III 11 I 111 I I I I (— 111 1 1 1 -11 I III III O (� �$ C0 Z e (� m . Q .. . w ,. fr wsPexse 1 e 1 5 AND src vosM ' 7 1/2. OeeP soTN sores oP cuss R uin vesr MIN. 7" ABC COMPACTED TO 95% =� ® � SUMP AA 2.) AN ACCESSIBLE PATH'OF TRAVEL SHALL BE PROVIDED TO THE BASE OF ALL FUEL DISPENSERS SECTION FLUME DETAIL 5 REQUIRED TO M EET THE PROVISIONS OF THIS SECTION. SUCH FUEL' DISPENSERS SHALL BE Q MOUNTED ON THE ACCESSIBLE LEVEL AREA. v 3.) AN ACCESSIBLE LEVEL. AREA SHALL BE PROVIDED ACCESSIBLE ISLAN PLAN Cllr c A ( T ruKwlu 'ri] 1224 — +/� NTS ® 2500 PS PCC 12" VARIES 12" WHICH IS MINIMALLY 30" BY 48" (762mm BY M9 12 i 9met) LEVEL AND CLEAR. THIS AREA SHALL "(254mm) O BE PROVIDED WITHIN 10 IN PLAN VIEW THE THE CONTROLS OF FACE OF AND SHALL BE OBSTRUCTED BY ANY FEATURES. EXCEPT PUMP NOZZLES AND HOSES, WITH THE LONG SIDE OF THIS SPACE PARALLEL TO AND CENTERED [PLUS OR 24• :s MINUS 9 "(229mm)] WITH THE FACE OF THE RrPIcAo � " ~�1II _7 m ` SECTION. " '� f * � ' CARD- READER CONTROLS. ® ' B-B `• �. 1/2" RADIU 1" MIN. ALL SIDES s lail R MANHOLE RIM MI 1 s 36 .._ 3 X f� �, ABC TO 90X / a ,rz f (2) 04 AT 6" _OCEW, .. _ ALL ROUND 7 '!2. 1 = I 1 HI 1 H111 7 — SUBGRADE TO 90% FUTURE DISPENSER SUMP - MANHOLE & OIL WATER SEPARATOR COLLAR DETAIL I 4•_6•I 1 1 4•_6• 1111 ®11111 ELEVATION O-C ACCESSSIBLE ISLAND ELEI/A7ION Ci) DRIVE SLAB SLOPE FOR DRAINAGE IS NOT SHOWN . . *6" FROM TOP OF ISLAND TO TOP OF DRIVE SLAB IS A NOMINAL MINIMUM. c EOCEI UEK°W a NTS :. q ,.. C45 p 1_02, e ' C-2 z. MATCH LINE `g(CA+LE1::1.7 ® HANDICAP ACOE5518LE DISPENSER ® EXISnw FIRE HYDRANT O , NE4 'RIFA4T TURN ONL , SEE r_Ti NEW YEFT.TARN ONLY 516N. ® Hsi TRAFFIC CONTROL STRIPING 4. WIDE PAINT STRIPE, TRAFFIC WMITE. G.G. TO PAINT PER LOCAL .URISDIGnON REQUIREMENTS 2MB NEW VENT STACK. SEE SHEET T -I "FCR DETAILS NEW PAINTED ' DO NOT ENTER SIGN SEE DETAIL HEN CURB TO BE PAINTED SAFETY YELLOW, GENERAL NOTES B. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES; .. TEMPORARY GUARD RAILS A•D /OR CANOPIES ASR SVIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. COMPLY WITH 1.114 UBG ...PIER 55 REGARD!. PROTECTION OF PEDESTRIANS DURING. CONSTRUCTION D. SEE SHEET A -2 FOR CANOPY ELEVATIONS, 516N DETAILS, AND CANOPY MATERIALS. E. SEE LANDSCAPE DRAWINGS FOR RANTING AND IRRIGATION ' INFORMATION F. THE DEVELOPERS NAME ADDRESS AND PHONE N.F®ER TO EE CANSPICUCVSLY POSTED AT THE CONSTRICTION SITE DURING ALL PHASES OF cowmen., 6. REFER TO ENLARGED PLANS, AND DETAILS, SHEETS A -2, A-5, 4 A-4 FOR CONTROLLER ENCLOEmE INFORMATON AND CANOPY REFLECTED CEILING PLAN H. SEE ADERGRA D STORAGE TANK DRAWINGS FOR PETROLEUM PIPING RUNS AND ELECTRICAL COISVIT RUNS FOR UNDERGROUND STORAGE TANKS AND DISPEEYNS. ALL ELECTRICAL RUNS ARE SHORN SCHEMATICALLY. THE BEST CONNECTION ROUTE .SHOULD BE DETERM' E7 IN THE FIELD AND INSTALLED PER NATIONAL, STATE AND LOCAL CODE REQUIREMENTS. I. ALL ELECTRICAL CONDUIT OR GABLE, WHERE ...ELT TO VEHICULAR TRAFFIC SHALL HAVE A MINIMUM OF 24' COVE . J. - SEE ELECTRICAL DRAWINGS FOR 517E MEC:IR/CAL AND CONTROLLER EKCWELRE ELECTRICAL PAAIaS. K. ITEMS NOTED AS (E) ARE EXISTING TO REMAIN CONfRAGT"m ' SHALL REPAIR AID /OR REPLACE; AT CONTRACTORS *TENSE, ARE EXISTING FACILITIES TO REMAIN THAT ARE DAMAGED BY. CONTRACTORS OPERATIONS. L. VERIFY DIMENSIONS, LINES, GRADES, ELEVATIONS, AND 517E CONDITIONS PRIOR TO COMMENCING WORK. Nan, MAVANNY PARTNERSHIP IMMEDIATELY OF ANY DISGREPANGES. M. A CLEARLY LABELED MANUALLY OPERATED M4 P MASTER SWITCH SHALL BE PROVIDED IN AN APPROVED. LOCATION, . W THIN SEV*TIY -FIVE (15) FEET OF: EUT NOT NEARER THAN , FIFTEEN (15) FEET TO ANY DISPENSER WHERE SIKH MASTER SWITCH 15 NOT VISIBLE FROM ALL DISPENSERS. THE LOCATION THEREOF SHALL BE INDICATED BY APPROVED SIGNS. N. SIGNS IDENTIFYING THE PUMP HAsres SWITCH SHALL BE LABELED EMERGENCY PUMP SHUTOFF.: 0, A FIRE EXTIN&UISHER WPM A MINIMUM CLASSIFICATION OF 2A2ONC SHALL BE PROVIDED AND - 50 LOCATED THAT IT WILL NOT BE MORE THAN: SEVENTY- FIVE(15) PEET PROM ANY PUMP, ` stereos; OR FILL-PIPE OPENING. LOCATE PER FIR P. ALL PAVING OR CONCRETE THAT IS DESTROYED OR REMO., ASt A RESULT OF CONSTRUCTION IS TO BE'REF LAC®:4R - PATCH ED BY TTE- 6EERAL CONTRACTOR IN A WAl8E2 TNAYP LO MATCH OR MPROVE TIE CONDITION OF THE EXISTING PAVING. SAYICUT ALL PAVEMENT EDGES PRIOR TO. INSTALLING ADJACENT ';: PAVEMENT. DOWEL CONCRETE SURFACES WITH 45 DOWELS AT . 18 "00. SEE DETAILS REFERENCED ON PLAN 'O , CONTRALTOS SHALL ' TAKE ADEQUATE PROTECTVE'M£^RhiFS ANO.E%TO AV OID EXTREME.GAUf1ON WEN TRE3(CWN6 517E IN . ORIT AV DA L4 EXISTING UI 11U11E UTIL(nES: i. ANY DAMA6E EXIST IAIDFFGROUD UTILITIES SHALL . se REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE 6EOTEG4IIC44 REPORT. • JULY is, 1996`AMb, 751997 8410. 1341, RismosD WA . 15052 (425) 881 -8050 GONTA 1• - .:.I( 4 suss KEYNOTES ❑1 EXISTING AC. PAVING AND STRIPING TO REMAIN. EXISTING CONCRETE PLANTER CURB TO REMAIN. al NEW CONCRETE CURB AND PLANTER SEE LANDSCAPE DW65. ® EXISTING CONCRETE PLANTER CO. TO BE REPOVED. E NEVI PARKING STRIPING. G.G. TO PAINT PER LOCAL .UWSDICTTON REQUIREMENTS © LOCATION OF NEW DOUBLE. WALL FIBER8LAss LNDERCdNOLND STORAGE TANKS, (2) 20000 GAL REGULAR UNLEADED (I) 20000 6A'... SL,PREME UNLEADED 1U,� II SEE IN WI DERGROND STORAGE TANK DRANGS. J NEW MITI-PRODUCT DISPENSER SEE UNDERGROU. STORAGE TANK DRAM. ❑8 NEW 6 HIGH CONCRETE ISLAND PER PLAN. Q NEW CONCRETE TANK SLAB. THICKNESS ANO REINFORCEMENT PER STRUCTURAL AND CIVIL VWSS. 10 18Y CATCH BANK SEE CIVIL DVYr. II NEW 'ENTER OFBY' SIGN. SEE DM 12 N PO NOT ENTER 516K SEE DTL. 13 AEN'5TOP SIGN, TYP. OF LOCATIONS. SEE DETAIL 14 EXISTING SITE AREA LIGHT TO REMAIN E AEW SITE AREA LIGHT. see DETAIL 16 NEW GONTlcLLER ENCL�.AIRE. - Q NEW CANOPY. SEE EXTERIOR 6 VAnONS, SHEET A -2 FOR ADDITIONAL INFORMATION, AND DETAIL FOR REFLECTED CEILING RAN. MU rLVf� f1Y P�RTf1ER:SH I. A R, C H T T E C 7 ;S_. P• S. tarty Quinn lee ra MRcheA Sr iRh • - Card Slm .aop ra Ronald N�gdc 11820Northup Way+ 1309 1101evue WA 98005 `(206)822 0444 1 FX,(20b) (322'4 9- D5-q'f 4 -05-41 09.00' pcu ;- ....nor ,�o . • pm� pt .. :a •. GFIEGKH� 9Y� PLOTTED DATE; II-18 -47 ©y�ry of sion n M n from'" 11u ann Po i sllT 9•5�4T PI„gNNINb DEPARTMENT GOIZKEG y II- 18•.4'f OYCyERRENANT i -14 Q^?' ENANT/BID,CORRGGT1oNS I'I 48, EV11.0I46 DEP* T1ENT 64RRPGTlON3 v /5H4 , SUBMITTED POJVOI '9U8MI;fTr,:D. r'pR EU11,biN6 PERMIT 5L9MITTED FOR BID i. '� , "..reel ENANTBID'GpRREG7IG TIONS'+ GON9TR4G7I6l0tR,4WRles AS�Blfidr,>7R7UN6$, : /9,.'-.. euil.P1 S1rERrorp' kRr TYPICAL , PLACEMENT`; MOUNT ON:DATA HUT ABOVEEF`,ER6ENGY SFVT -OFP, v1 j8 E FZOM Tim FI74Ps. ON METAL:POST JUST BELOW_ENiER ONLY 5I6N(5) METAL POST EACH SIDE OF' EXIST(5) E. OF EACH ISLAND FACING. EXIT NLF LINE.6 OF 2,1•• FIRE GR.:SPyLL . _ 18'X -ALUM, 2 51D ® .. ON 1.3.1.1312 7OF WHITE 4ETAL'.,p15PEN5ER FAGIN6.:. NEST ELEVATION (EAST ELEVATION SUM) SCALE: I/4" =1' -. SOUTH ELEVATION (NORTH ELEVATION`-51M.) SCALE: HER SUPPLIED O NOT USED 'SOUTH ELEVATION GAMOI<'1' SIGN DEl • STAADARD Rd, SAFETY RED SW 4031 WEST ELEVATION CANOPY SIGN DETAIL. STANDARD. EWE. 'LAPIS LAZULI' SW 1305 n 704030'3;P KEYNOTES I1 PAINTED. FETAL FASCIA PAIR, COLOR: PG-106-PTO 5-1 AN51 /0,6REY. 51. L0605 TO BE.. PLACED ON 2 FAGIAS: "D®IT /CREDIT ONLY, NO GA 1° SIGN TYP:'OF 6 PLACES 3 ON TOP OF DISPENSERS FACINSTRAFFIC. 3 ON CANOPY GOIIIFMB FAG,. TRAMIG. VINYL LETTERS I 1 WE57 SIDE OF CANOPY FATA SCIA. SEE DET AIL VI OF CANC INSTALL® ON D ET SIDE OF CANOPY FASCIA. SEE DETAIL A _ 2 g GENERAL NOTES i ▪ MULTI- PRODUCT DISPENSER 36 X 94'H X 32'P. ®' CONCRETE - FILLED METAL FORMED 67ARD AT ENDS OF ISLANDS.. T.O..ARD • 30' ABOVE TRAM. SERFAGE. PAINT NU NI. 6L055 BLUE PAINT 'LAPIS LAZULI' (SW 1605) ' ❑5 HIGH POINT OF SLAB UNDER CANOPY EDGE. SEE CIVIL DN.. © RAISED 30NCRE7E ISLAND WITH FETAL EDGE FORM, PAINT THE SIDES ONLY GLOSS ISLACK (5W 1001) pT WASTE RECEPTG, SO.IC ❑g 8' x 8" STEEL TUBE COUR. WITH SMOOTH MA50fRY BLGYX OKI COLOR: FWIU, MATERIALS CO. ROSE BROWN. 5. STRUCTURAL DRAWINGS. O "HELP LINE' 5. TTP. OF 3. PLACES, ON 3 SIDES OF OF CENTER COLUMN ABOVE PHONE. 'WRONG WAY" 51. ON EAT ere OI@ ENTRY 5. TO READ 'PLEASE PULL TO FORWARD PUMP 11 CANOPY FASCIA LIGHT PIXTh !, I716BLE 516NLITER', BY 6.C. SEE DETAIL 12 T� SMOKING STOP ENGINE' S1N TYP. OF 3 Pu10E5 13 'EMERGENCY SHUT OFF SWITCH' 51. 14 005730 GASOLIN LOGO TYP. OF 12 PLACES O 'MEMBERS ONLY' 516N TYP. OF 12 PLACES A. SEE SHEET A -I FOR ADDITIONAL GENERAL NOTES. B. SEE ENLARGED SITE PLAN FOR ADDITIONAL DETAIL REFERENCES. \ a PANTED DETAIL 3/8 " =1-0 b'S .60 5, PIPE FILLED W/ CONCRETE LENNTNEN TEXT VERTICALLY TO BE SB5N OBLIQUELY ANCHOR LOCT5 AS MID BYWbNT, -POLE MFR. (611 BARS VERT. CONCRETE FOLWATION -5 BAR TIEto'18' O.C. 1/2 =J•_0" 2` X 2: X5/8" 6ALV. TXIARE STEEEi WEE POST DIRECTIONAL TURN ARROW D IREGTIONAL ARROW I/2" = 1 f.RETAIL ONE WAY, DO NOT ENTER" DTL. 1/2'_I -0' 104F PAINTED ..:DETA`lE 3/8 " =N=O • "ENTER ONLY" SIGN DTL. PAINT (2) COATS TRAFFIC LINE MITE PROVIDE WHITE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE FLAN A 2/12/48 0258100F LEN6TH vmxi VERTICALLY TO BE 'R1 OBLIQUELY NOT USED 215/98 NOT USED FRONT WE "STOP" SIGN DETAIL 1 /2 " =P -0' 516N BY 6.C. ON RED BACKER.1D. 3/8 "X b TER.. BOLT 2" X 2' X I/8° 6A SCOARE STEEL ,BE POST CONCRETE 2" X 2" X I /8" 6ALV. SQUARE STEEL TUBE POST CONCRETE CONCRETE WF IL STOP DEGREES ASPHALT °AVIN6 .5 REBAR / 24' DEEP ?EE 9 J ELOCATE VALVE_, AS REQUIRED \ SST EST LAWN/ SHRUB HEAD CONTROL VALVE QUICK COUPLER MANUAL DRAIN MAINLINE LATERALS SLEEVES LAWN/ SHRUB HEAD LAWN/ SHRUB HEAD LAWN/ SHRUB HEAD LAWN/ SHRUB HEAD LAWN/ SHRUB HEAD RAINBIRD 150 -PEB CHAMPION PVC -CLASS 200 PVC -CLASS 200 PVC -CLASS 200 RAINBIRD 1806 -15 SERIES RAINBIRD 1806 -12 SERIES RAINBIRD 1806 -10 SERIES RAINBIRD 1806 -08 SERIES RAINBIRD 1806 -06 -VAN SERIES RAINBIRD 1806 -15 EST,SST STRIP SERIES RAINBIRD NO5RC 55K -1 KEY SH -2 SWIVEL HOSE ELL INSTALL ALL WORK TO MATCH EXISTING IRRIGATION LEGEND: (EXCERPTED FROM ORIGINAL REQUIREMENTS) _ MATERIALS AND DETAILS SYMBOL ITEM MANUFACTURER/ CAT. NO DESCRIPTION- REMARKS: 40 PSI ADJUST RADIUS AS REQUIRED. 30 PSI ADJUST RADIUS AS REQUIRED. 30 PSI ADJUST RADIUS AS REQUIRED. 30 PSI- ADJUST RADIUS AS REQUIRED. 30 PSI ADJUST RADIUS AS REQUIRED. - REMOTE CONTROL VALVE INSTALL AT POC PROVIDE (2) KEYS AND (2) ELLS INSTALL PER NOTE 6 SIZES AS NOTED ON PLAN. (2" MIN.) SIZES AS NOTED ON PLAN OR SAME SIZE AS LARGEST ADJACENT PIPE. SLEEVES TWICE THE DIAMETER OF PIPE INSIDE. BURIAL DEPTHS AS REQUIRED FOR PIPES.. EXTENDED SLEEVES 12 INTO PLANTING AREAS CAP AND FLAG LOCATION. STRAIGHT RUINS ONLY. • NEW PLANTER - 2" SLV. PROVIDE SLEEVES UNDER NEW DRIVEWAY /- PAVEMENT. //' PROVIDE. ,.. NEW PLANTER FROM :THE DATE OF ACCEPTANCE OF THE OWNER, EXIST 47.4 GPM NEW 48.26 GPM THE PLANTING NOTES ON L -2 APPLY TO THE' IRRIGATION WORK, SE ALSO THE SPECIFICATIONS (SECTION 02900). OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR IRRIGATION WORK: REMOVE EXISTING - PLANTER PROVIDE' ALL WORK IN ACCORDANCE WITH CODES AND ORDINANCES. PROVIDE ALL WORK IN ACCORDANCE WITH -MANUFACTURER$ INSTRUC ONS AND BEST PRACTICE. 5 4 LOCATIONS ON THE. DRAWINGS ARE DIAGRAMMATIC.: ADJUST: ACTUAL LOCATIONS IN THE FIELD TO PROVIDE ADEQUATE AND PROPER.COVERA ADD OR :REVISE HEADS AND ACCESSORIES AS NECESSARY. AD.; ;'ST HEADS TO PREVENT OVERSPRAY. LOCATIONS AND DETAILS SHALL MAT EXISTING SYSTEMS. BURY PIPE AT DEPTHS EQUAL TO THE EXISTING SYSTEM AND TO PREVENT FROST. DAMAGE. USE. STRAIGHT LINE SLEEVE UNDER PAVEMENT ..EXTEND SLEEVES °12° INSIDE FACE OF PLANTER CURBS. • VERIFY EXISTENCE OR INSTALL MANUAL DRAIN VALVES AT THE ,LOW POINT OF EACH LATERAL OR BRANCH SO THAT THE PIPES MAY BE DRAINED -PRIOR TO FREEZING WEATHER. -.DRAIN VALVES SHALL BE 3/4"0 AND OFFSET. MIN . 18" FROM LATERAL ACCESS THROUGH A LOCKING CAP ON A YARD BOX. PROVIDE (3) CF OF DRAIN ROCK UNDER EACH VALVE. MATCH EXISTING DETAILS. ADJUST THEJRRIGATIQN- .SYSTEM FOR THE .MEASUPEO PRESSURE AND TO 'ASSURE PROPER COVERAC AND • FLOW : RATES, CONSIDERING THE ON- TIME(S) ANO' DURATION. - - GUARANTEE MATERIALS AND WORKMANSHIP FOE A PERIOD OF ONE YEAR REMOVE EXISTING ' IRRIGATION AND CAP UNDER PLANTER CAP AND ABANDON EXISTING 1" LATERAL UNDER PLANTER: :: II 1 IN 2 SLV. (ZONE 1) EXIST 12 GPM, NEW 11.92 GPM MAINTAIN OR REPAIR AS REQ, EXIST. IRRIGATION AT NEW. CURBS AND HYDRANT - REMOVE EXISTING _ PLANTER NEW PLANTER RELOCATE CONTROL VALVEt TO EXIST.;;P)ANTER AS_. REQUIRED"` PRESSURE LINE SHOWN SCHEMATICALLY- DETERMINE REMOVE EXISTING -/ ACTUAL POSITION AND "MAINTAIN PLANTER IN USE (SHOULD BE UNDER PLANTER) PLANTER. - . REMOVE EXISTING PLANTER EXIST ,48`28 GPM NEW :•38.13 GPM- REMOVE ANY EXISTING IRRIGATION "UNDER' NEW AC' PAVING AND CAP.. 2' MAINLINE TYPICAL REMOVE EXISTING PLANTER CAP AND ABANDON EXISTING LATERAL UNDER PLANTER EXIST 28.86 GPM NEW 31.60 GPM RESTORE AND REARRANGE f EXIST. HEADS BEHIND NEW CURB CONNE T TO) LATERAL FEEDING (3) HE DS I REMOVED PLANTERS REMOVE ±(3) HEADS ( -3.39 GPM). NEW PLANTER - ',REGISTERED MAKES E. PENCE. STATE OE WASHINGTON 2 'i 412x26 (412x30 ALTERNATE) CEILING JOIST ' Qb (412x30 ALTERNAI GEILN6 S �� -1 . BRACE TO GEILIN6 JOIST � \ Ab - STOP FLANGE > - STRUT TO - - = <, CEILING JOIST \TOP FLANGE - _ - -. TS 8,6x44, COLUMN { T'P. OF (6) 1,12526 JOIST ./� � 412526 (412x30 ALTERNATE) CEILING 4.12x26 (Wi2c30 ALTERNATE) GEILINK> JOIST JOIST j 1 I 1 It a l I �O! i I k; 1 in le A 1 1 1 1 - 1^1L6 (112,30 ALTERNATE) GEILI yb JOIST A CANOPY FRAMING PLAN A TS BxsA(y- COLUMN I SCALE , I/4• = ,'-O• DETA IL SCALE 1• = PO REMOVE (E) FASCIA - (E) CEILING JOIST- SECT! ON SCALE ' 3/4' = NOTES : 12' -0' - - 22 GAUGE STEEL • GRAN PRIX PANELS UNDER CEILING JOISTS BY AIJJMET BUILDING PRODUCTS, INC. / -- 36'54'56 GUSSET ., TYP. OF (8) -16' SQ. x I" BASE >i' w/ (4) T6 A307 AE. END LEVELING NETS AT 12• GAGE EA WAY - EMBED BOLTS 13' INTO PAD FOOTING NON-SHRINK GROUT TOP OF PAD FOOTING SO. FUTURE SPLICE PLATE EACH SIDE OF NEB w/ (3) 3; "P A307 BOI - IN :, P HOLES - -- FUTURE 32• -0• LONG GEILIhl JOST MATCH (F) CEILING JOST - -- ROOF PANEL NOT SHONAL SEGTI ON SCALE ' I/2' = 1' -0• SEGTI ON SCALE , 1/2' = 1' -0' S UNIFORM BUILDING O GO . 8-10 D. O B 1LE SOIL BEARING 6 AND DATED 0 LOAD 6 -10 G'; SEISMIC ZONE 3, I. DESIGN LOADS, 25 Pr, UNIFORM 5NOW LOAD + DRIFT, WIND = 80 MPH, EXPOSURE BY GEO ENGINEERS. 2. CONCRETE 2'500 PSI 28-DAY GO PRESSI, STRENGTH, 55 SACKS PER CUBIC YARD. NO SPECIAL INSPECTION). 3. REINFORCING STEEL SHALL BE ASS A615 GRADE 60 DEFORMED BARS. 4. STRUCTURAL ST,r_L SHALL BE FABRICATED AND I32ECTED IN ACCORDANCE 5104 AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL. FOR BUILDINGS. STEEL SHALL CONFORM TO. ASTM ASP, FY = 36 K51. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. NEEDING SHALL CONFORM TO ANS_ CODE FOR ARG AND GAS N✓EiDINb IN BUILDING CONSTRUCTION oX?t :ALL ELEGTRODES 'HEEDING TO _ _ A BE PERFORNsD BY +157.30 - o62TIFIEi, NELDERS , 5307 AlicNOR BOLTS. SPECIAL 1+1iP[CTION R£q)IRED ON ALL FIELD HEWIN G. 5. CEILING. PANELS, 22 &:5 ,E . GRAN PRIX PANEL BY ALUMET BUILDING PRODUCTS, INC. A PANS ARE APPROX. 32-0TLON . SEE DLL. II/5 -1 FOR ATTACHMENT. G. SEE ARCHITECTURAL FOR STORM DRAINAGE. HEAT TAPE (BY OTHERS) PEST BE U5ED IN GUTTER, T. ALL BASE PLATE ELEVATIONS TO BE TEE SANE. COORDINATE FINAL ELEVATION WITH FABRICATOR / ERECTOR TYP. FLANGE ABOVE - -... TOP OF GONG. - SYMMETRICAL SEE PLAN -_ -6 REST. GONG. SLAB WITH #4 AT 16•o�. EA. WAY -RAGE AT MID -DEPTH , - -BUTT JOINT CEILING JOIST ON THIS BEAM S ONLY - SECONDARY CONTAINMENT AROUND PRODUCT PIPING, FIBERGLASS SUMP - t 1- 0' - -_ 2 -0° # 1 . -0%,... SEE T DRAWINGS D 91-02g5 32' -0 ADD'L .4,42" TOP AND BOT. - - -- AT ALL ISLATE OPENING{ TYP. BUMPER END -..... (2) .4x45" DIAGONAL TOP AND SOT. OF SUMP OPENING FOR PIPE AND CONDUIT, - -' SEE T ANDS DRAWINGS SECTION SCALE , I/2' = 1' -0• (II) ark 32' -0• TO FUTEIRE BAY TS COLUMFY DISPENSER SUMP (30'516' AT TOP OF ISLAND) _ ry: 24x42• AT I6"oo. EDGE OF ISLAND; -. - ( , TOP AND BOT. OUTSIDE LINE IS `. J ' ROLLED EDGE 7 PLAN DETAIL OF DISPENSER ISLAND 32 O "x4' -O" SCALE : I/2 = 1' -0 " _ .. -.. - ¢ COLUMN AND PAD FOOTING f l , -0 ° 2 -0. f 3 -0. ar WIDTH OF .- .. -_...3 HORIZONTAL DISPENSER TIE AT 16 ° 0�. t� cR -x TO TIES (2) M4 TOP AND - .I• GLR BOTTOM 41 V 1 DO^EL.S EA. FACE OF BUMPER 5- SHORT BARS J 2-6° f_- 2E• LONG BARS Y 5 -0 1 -- +i)TURE BAY -TS COLUMN - SEE OTT. I/5-1 -24' SO. CONCRETE MASONRY UNIT (GNU) SEE ARCHITECTURAL FOR MORE INFO. TYP. AT EACH COLUMN TS COLUMN SEE DETAIL I/5-I CL ISLAND SYMMETRICAL 5 -0•x8'-6"x24" THICK PAD FOOTING _ _14 BELOW ISLAND. LDGATE AS SHONPI f TO NEXT T5- IN DETAIL 6/5-I C E COLUMN NOTE ' DETAIL 15 ROTATED 90° FROM ORIENTATION SHOWN IN CANOPY FRAMING PLAN. .N- COM@USTIBLE WASTE RECEPTACLE BY CONTRACTOR X15 VERT. LAPPED 30' TO AG4 DOI E _ - •5/5-q" k . DONEE TYP. OP (4) - TOP OF PAD FOOTING `■ Tom- \ T / i\ \\ v ml (3) *5 FE-xi-Eat, TYP. AT ALL LAPPED JOINTS MIN. EDGE DISTANCE = 15' SHEET METAL FASCIA PANELS SECTION SCALE 3./4' = ,0" (3) *5 HEX HEADS TYP. AT ALL LAPPED JOINTS MIN. EDGE DISTANCE = lb' SHEET METAL- - FASCIA PANELS _.. (4) .4 LONS'L TOP AND Bor. et SECT I ON SCALE , 3/4 = SECTION SCALE 5/4 = 1' -0" BEAM CEILING JOIST - - - - -, 36'xq'SA' - -_ SPLICE PLATE DETAIL NO SCALE CONT. BENT IF 4 2,2x22 GA. FASCIA WIND @RAGE 4 2,2x22 GA. AT 48 °o.c. EA5 ROLL FORMED CONTINUOUS FASCIA BY ALIT-ET • > - -. 6,6° ROLL FORMED GONTFINUOS FASCIA BY ALUMET SPLICE CEILING JOIST AT - -� THIS BEAM LINE ONLY GRAN PRI5 PANEL - CEILING JOIST - - 2�i ° _. f GRAN PRIX - - PANELS FASTEN DECK TO ANGLE AT 6•oo. MAX. - SEE DTL. II/S -I FOR FASTENER: - - 36" NEB STIFFENERS EA. SIDE OF WEB CO SENT FE 4 7x7-22 GA. - BEAM A / FASCIA WIND BRACE 4 252522 GA. AT 48'ot. -- I. NEB STIFFENER EA. SIDE OF i^EB .... -SEE DTL. 10/5-1 FOR FLANGE BRACE NOT 5H0141) - - -- CEILING JOIST - - -- f4 WEB STIFFENER EA. SIDE OF WEB - GRAN PRIX PANELS -- FASTEN DECK TO ANGLE AT b'ot. MAX. - SEE DTL. -- I I/5-1 FOR FASTENERS -- SEE DTL. 11/5 -1 FOR ATTAOS-EMT OF ROOF PANELS -_ - -4 S-2r55 FLANGE BRACES ' TIP. AT EA. BEAM / CEILING ' JOIST INTERSFLTION TYP. (IS). LOCATIONS RECEIVED CITY OF TUKWILA ,_u L, w w Z Q O? SECTION S CALE ' 3/4' = 1' -0" '�►� .. % . k -- ate - - -(4) 12- 240115. HWH TRAXX/S .SCREWS w/ COMPOSITE .050' x36' OD. ALUMINUM - NEOPRENE WASPS BOTTOM FLANGE OF CEILING JOIST -71 f::ftl-02-'!5 ... ,TES twos Q( I (El 1 6 199s RSTIEVED FOR CONFORMANCE WITH NERALLY ACCEPTED ENGINEERING PRACTICE AND INDUSTRY STANDARDS. 0 a®N W LL N q� • z 0 H Q Oz -‹ ▪ 0 N? Q L11 N 0 i2 0 F' tn 9 GMA job no. 51.121 • 5 $ CONTROLLER ENCLOSURE DISPENSER - TO BE NUMBERED ACCORDINGLY WITH 3" WHITE DECALS CITY , CG TUTT4LA APrT:u`Cii ri.R 0 2 TSS3 AS NOTES ENVIRON 1 -1/2" GEOFLEXX II PRODUCT SUPPLY LINE INSIDE 4" GEODUCT SECONDARY ® A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY O3 A.O. SMITH 3" FIBERGLASS VAPOR RETURN LINE INSIDE 4" FIBERGLASS SECONDARY A.O. SMITH 3" TO 2" F.R.P. REDUCER FOR PRIMARY INSIDE 4" TO 3" F.R.P. REDUCER FOR SECONDARY ® 2" ENVIRON GEOFLEX II VENT LINE, SLOPE UP FROM TANK TO VENT STACK © EVIRON CROSSOVER SUPPORT (EXIST.) (a) (NEW OR RELOCATED) (EXIST.) ( +32) (EXIST.) (EXIST.) ( +28) (EXIST.) 1' = 1 0 10 20 40 PLANT LEGEND COUNT SYMBOL ( +10) - t - - - -- EUONYMUS SLATS 'COMPACTA' / BURNING BUSH ( +. 2616 SF) NEW PLANTER AREA (EXIST.) COUNT= NEW OR RELOCATED, MIN. PLANTS MARKED AS "EXIST" ARE SHOWN TO INDICATE ORIGINAL PLANTING ADJACENT TO THIS WORK; PROTECT OR REPLACE ALL DAMAGED PLANT MATERIALS WITH MATCHING, SAME SIZE SPECIMENS. BOTANICAL / COMMON NAME --- - - ACER RUBRUM 'RED SUNSET'/ RED MAPLE GLENDITSIA T. 'SHADEMASTER' SHADEMASTER HONEY LOCUST EVERGREEN CONIFERS PINUS SYLVESTRIS SCOTCH PINE SHRUBS PRUNUS L. 'ZABELIANA' ZABEL LAUREL OSMANTHUS HETEROPHYLLUS OSMANTHUS ABELIA G. 'EDWARDS GOUCHER' EDWARD GOUCHER ABELIA NANDINA DOMESTICA 'COMPACTS' HEAVENLY BAMBOO ILEX CRENATA 'GREEN ISLAND' GREEN ISLAND JAPANESE HOLLY PERENNIALS HELICTOTRICHON SEMPERVIRENS • BLUE OAT GRASS GROUNDCOVER VINCA MINOR VINCA SODDED LAWN LANDSCAPE REMOVED, SEE PLANTING NOTES. NEW 6" CURB SEE C -1 EXIST. 6" CURB REM PROVIDE CURB AND GUTTER, SIDEWALK AND PLANTER TO MATCH ADJOINING WORK. REMOVE EXIST _ PLANTERS SIZE / CONDITION / REMARKS 1 -1/2" CAL. MIN., 10' -12' HT., WELL BRANCHED, B& B 2" CAL. MIN., 12' -14' HT., WELL BRANCHED., B &B 18 "- 24 "HT., FULL AND BUSHY, 4' O.C. 5 GAL. CONT. 6' -7' MIN. HT. FULL TO GROUND B& B, SPACING AS SHOWN ON PLANS 18 " -24" MIN. HT. & SPREAD, DENSE SPECIMENS, B &B OR CONTAINER MIN.18 " -24" HT. & SPREAD, DENSE SPECIMENS, B&B OR CONTAINER, SPACING AS SHOWN MIN. 15 " -18" SPREAD, DENSE SPECIMENS, B & B OR CONTAINER MIN.18 " -24" HT., DENSE SPECIMENS,8 &B OR CONTAINER, SPACING AS SHOWN MIN.18 " -24" HT., DENSE SPECIMENS.B&B OR CONTAINER, SPACING AS SHOWN 1 GAL., FULL & BUSHY, SPACING AS SHOWN ON PLAN 4" POTS 0.18 ". O.C. TRIANGULAR SPACING, FIRST ROW 12" FROM CURB OR EDGE OF PLANTER. REPAIR AND REPLACE IN KIND. MATCH AS REQ. OVE CURB SIDEWALK - PROTECT AND MAINTAIN EXIST. LANDSCAPE EXIST TREES REMOVE OR RELOCATE GROUND COVER VINCA MINOR - PLANTING NOTES REMOVE EXIST. PLANTER RELOCATED OR NEW. GLEDITSIA T. ' SHADEMATER' - SHADEMASTER HONEY LOCUST PROVIDE NEW PLANTER RELOCATED OR NEW - GLEDITSIA T. ' SHADEMATER' SHADEMASTER HONEY LOCUST EXIST TREES REMOVE OR RELOCATE - REMOVE PLANTER EXIST TREES REMOVE OR RELOCATE REMOVE PLANTER - 1.). OBTAIN- AND PAY FOR ALL SPECIAL PERMITS AND FEES AS REQUIRED FOR LANDSCAPE WORK (PLANTING AND IRRIGATION). 2.) PROVIDE PROTECTION OF ALL PROPERTY. PERSONS; WORK- IN- PROGESS, STRUCTURES, UTILITIES, WALKS, CURBS, AND PAVED SURFACES. VERIFY THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO DIGGING AND PROTECT SAID UTILITIES. 3 -) REMOVE WASTE ASPHALT PAVING, ROCK AND GRAVEL, CONCRETE AND OTHER WASTE MATERIALS AND ROUGH GRADE 8" BELOW TOP OF CURBS. - 4 .) COORDINATE AND SCHEDULE ALL LANDSCAPING WITH THE WORK OF OTHER TRADES. 5 .) SEE THE COMPLETE PROJECT SPECIFICATIONS AND OTHER DOCUMENTS FOR ADDITIONAL INFORMATION WHICH MAY AFFECT LANDSCAPE WORK, SUCH AS INSURANCE, CLEAN -UP, PROJECT LIMITS, ONGOING USE OF THE SITE BY THE PUBLIC, AND GENERAL CONDITIONS. 6 .) NOTIFY THE ARCHITECT PROMPTLY AND IN WRITING UPON BECOMING AWARE OF ANY ERROR, DISCREPANCY, OMISSION, OR CIRCUMSTANCE(S) WHICH MIGHT PREVENT OR COMPROMISE THE SATISFACTORY COMPLETION OF THE LANDSCAPE WORK. DO NOT PROCEED UNTIL ANY SUCH MATTERS. ARE RESOLVED. 7 .) ALL NEW LANDSCAPED AREAS SHALL BE IRRIGATED , SEE -L -1. B') PROVIDE 6" TOPSOIL (THREE- WAY -MIX OVER ALL AREAS TO BE PLANTED AND AS PLANTING MIX BACK-FILL IN TREE WELLS. 9 ' ) PLANT GROUND COVER AS SC,•HEDUL:G TO COVER IN ALL PLANTING BEDS, INCLUDING UNDERNEATH ALL TREES AND SCHRu3S. 10-) MULCH ALL NEW LANDSCAPED' AREAS WITH 2" OF MULCH TO MATCH .EXISTING'.. 11.)'. MAINTAIN ALL LANDSCAPE WORK UNTIL ACCEPTANCE. 12'). GUARANTEE ALL PLANT MATERIALS. FOR A. PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. IF EXISTING PLANTS ARE RELOCATED„ THEY SHALL BE GUARANTEED AS. IF NEW STOCK. PLANTER AREA TABULATION REMOVED AREA 2473 SQ. FT. NEW PLANTER AREA 2927 SQ. FT. NET INCREASE +454 SOFT. REMOVE PLANTER - REMOVE PLANTER - REMOVE PLANTER PROVIDE NEW PLANTER - SIDEWALK -. • - -- - PROVIDE EW OR RELOCATED HONEY ,LOCUST TREES AS INDICATED 4111111t 4111111111r 411•1* 4111111* CONTROLLER - DO NOT PLANT HIGH SHRUBS WITHIN SIGHTLINES FROM ALL DISPENSERS TO SHUT OFF SWITCH ON ENCLOSURE , ©•iD OSMAN -. ••OVI GROUND' COVER ER VINCA MINOR -- PROTECT ,4ND MAINTAIN EXIST LANDSCAPE EXIST TREES REMOVE OR RELOCATE GROUND COVER VINCA MINOR - _ PROTECT AND MAINTAIN EXISTING LANDSCAPE Z L 7 Z EXIST TREES REMOVE OR RELOCATE • REPAIR LAWN BEHIND NEW CURB W � � SIDEWALK - -- - - NEW PLANTER SAXON DRIVE EXIST. LANDSCAPE TO REMAIN - - - - ADDED. LANDSCAPE ISLANDS, SAXON. DRIVE EXIT. 6' SIDEWALK CHARL E. STATE Or OfS, ,:i rOf CM, OF T' i_ii • FEB • 0; :' °'3 • N5 " L -2 _ _ 14114x22 CEILING JOIST L3RAGE TO CEIJNIG JOIST TOP FLANGE ■ °� WI4x22 CEILING JOIST III SYR, TO CEILING _l?ST TOP FLANGE TS 8xax96 COLUMN TYP. OF (b) N : N tin' �WI4x22 CEILING JOIST 1r J W14x22 CEILING _0157 .. • • • CANOPY FRAMING PLAN YALE : 1/4' = 1' -0' DETAi.L SCALE , 1' = 1' -0• REMOVE (E) FASCIA (E) CEILING JOST 4 SEC TON ';ON WALE . 22 CAUSE 'GRAN PRIX' PANE" 5 UNDER CEILING jOIS TS BY ALUNET BUILDING PRODUCTS, IMO 12' /2f / TYP GUSSET T TP. OF (8) TTP. 16' Sa. x 1" BASE £ w/ (4; 76•9 A3O1 AB. END LEVELING NUTS AT 12' GAGE EA. WAY - EN136, BOLTS 13' INTO PAD =0071 Y NON PRINK GROUT TOP OF PAD FOOTING 96 "x4' 5a. FUTURE SPLICE PLATE EACH SIDE OF N✓Eg Kt' (3) V. A3O7 BOLTS N HOLES m FUTURE 32' -0' LONG W14x22 CEILING JOIST ROOF PANEL NOT SHOWN 2 SI 32' -0' STEEL EDGE FORD WITH ROLLEE, EDGE SECTION SCALE , 1/2• = I' -0" FIBERG'ASS SLINP - SECTION SCALE . 1/2' 1' -0' NOTES I. DESIGN LOADS, 25 PSF UNIFORM SNOW LOAD •• DRIFT. WIND = 50 MPH, EXPOSP,E "G'. SEISMG ZONE 3, 1444 UNIFORM BUILDING CODE, ALLOWABLE SOIL BEARING LOAD = 1500 'SF FER SOILS REPORTS . 0415-Gts -IO DATED 1/18/1b AND 0415 -O 8 -10 DATED 7123/41 L .. BY GEO ENGINEERS.. 2. CCNJGRETE 2500 P51 28 -DAY COMPRESS.VE STRENGTH, 55 SA0,5 PER GUE3O YARD. NO DIAL INSPECTION). 3. REINFORCING STEEL SHALL BE GRADE W DEFoR BARS. 4. STRUOIURAL- STEEL 51x U BE FABRICATED AND ERECTED IN. ACCORDANCE WITH AEC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS STEEL SHALL CONFORM TC ASTM A36, FY = 3 CSI. STRUCTURAL TUBING SHAM CONr-0RM TO ASTM A500, GRAD B. WELDING SHALL CONFORM TO ANUS CODE FOR ARC AND GAS 4E:LD1. IN BUILDING CONSTR/CTION, EIOXX ELECTRODES. ALL NIB.DING TO ;, BE PERFORMED BY NLABO - CERTIFIED WER5. A301 ANCHOR 001 0 . SPECIAL INSPECTION REQUIRED ON AL FIELD WELDING. 5. GEIL0 PANELS, 22 G000 "GRAN PRIX" PANEL BY ALUMET BUILDING PRODUCT; INC.. PASS ARE A'PROx. 21 LONG. SEE DLL. I I/SI FOR ATTAG IME T b. SEE ARCHITECTURAL FOR STORM DRAINAGE. NEAT TAPE (BY OTHERS) MUST 00 USED IN GUTTERS. T. ALL BASE PLATE ELEYATIONS TO BE TI-E SANE. COORDINATE FINAL ELEVATION WITH FAERICATOR / ERECTOR I" FLANGE ABOVE TOP OF WNC. TYP. 80' -0` 1 -0f 2 -0• /1 -0'/ 4 -0• BJTT JOINT ON BEAM ¢ OUTLINE OF 32' -0 -0' DISPENSER ISLAND BEAN - SEE PLAN DETAIL. 5/S-I TYP. OF (3) OURINIE OF GNU L PILASTER 54040 DASHED FOR CLARITY SEE DP . 6/5-1 COLUMN SEE DETAIL 1 /SI SEE PLAN REINF. CONG. SLAB WITH 04 AT 18'04. EA. WAY - PLAGE AT MID -DEPTH SECONDARY CONTAINME, A PRODUCT PIPING, SEE T DRAWING' t2q1-02-qS 32' -0" ADD, 94x42" TOP AND BOT. AT ALL ISLlw.7 OPENINGS T'P. DISPBGEfR SUMP (30',16 AT TOP OF ISLAND) EDGE OF ISLAND; OUTSIDE LINE 15 ROLLED EDGE (2) 54x48 - DIAGONAL TOP AND SOT. OF SUMP OPENING BUMPER END OF BUMPER SCALE : 1/2• = I 2) µ4 TON AND BOTTOM 0 (4) 32'.4 ' DOWELS EA PACE m SECTION SCALE 72' = 1' -0" REINF. CONS, SLAB SEE DT_. 4,1 FOR PIPE AND CONDUIT, - SF, T AND E DR,NUNG 3 ' -0 ' WIDTH OF DISPENSER (II) 05 SHORT BARS (4) 06 LONG BARS... _. 32' -0' TO FUTURE GAY TS CALUMNS =0 . 1/2_' C.LR. X TO TIES 5' -0 Fl- )TIRE BAY (3) *0 HEX HEADS NP. AT ALL LAPPED JOINTS MIN. EDGE DISTANCE _ a k ¢ TO NEXT TS COLUMFI NOTE o DETAIL 15 ROTATED 40" FROM ORIENTATION BMA✓ W IN CANO, PLAN DETAIL OF DISPENSER ISLAND 32'- O "x4' -O" WING PL?, COLUMN AND "AD FOOT1NG 03 HORIZONTAL TIES AT 16'oc. TS COILMN - SEE DTL.I rI 24' SO. CONCRETE MASONRY UNIT (000) SEE ARCHITECTURAL FOR MORE INFO. TYP. AT EACH COLUMN -05 VERT. LAPPED 30' TO EACH DONEL. 05x34" 12' DONEL TY OF (4) TOP OF PAD FOOTING T5 0003 -0) SEE DETAIL I/5-1 SHEET METAL FASCIA PANELS SEE- METAL FA5C:A PANELS (4) µ4 LONIG'L TOP AND EOT. 04x42' AT Ib "oc. TOP AND SOT. • • (k ISLAND SYMMETRICAL _.. 5' -0'x8 THICK PAD FOOTING BELOW ISLAND. LOCATE AS SHOWN IN DETAIL (3) U+8 N5X HEADS TOP. - - AT ALL LAPPED JOINTS MIN. EDGE DISTANCE = 1} SECTION SCALE : 3/4' = 1' -0" f, SECTION SCALE , 3/4' = I' -0" BEAM.- CEILING JOIST NON- COMBUSTIBLE (4) ERECTION _. • WASTE RECEPTACLE BOLTS BY CONTRACTOR ab'x4'k9• SPLICE PLATE FASTEN DECK TO ANGLE AT b'oc. MAX. - SEE DM. II/ -I FOR FAsTErte3.' COtt, BEM R 4 "'x"h"T GA. FASCIA WIND BRACE 4 2m22 GA. AT 48'o.c. -_. 6!'z' ROLL FORMED CONTIN,bU= FASCIA BY ALI,Ef 2'J ' FASTEN DECK. TO ANGLE AT b'oc. MAX. - BEE DTL. 11,1 FOR FASTENERS • bN5' ROLL FORMED GONTINXJU= FASCIA ST ALUMET SPLICE CEILING JOIST AT THIS BEAM LINE' ONLY CONT. BENT I£ 4 2x2x22 GA. FASCIA WIND BRACE 2,x2 GA. AT 48'oc. 14 WEB STIFFENER EA. SIDE OF NE3 SEE DTL. IOFrI FOR FLANGE BRACE MOT 5I- 101/3+) 16" NEB STIFFEI -ENS EA. SIDE OF W93 CEILING JOIST - GRAN PRIX P4t-g15 - (4) ERECTION BOLTS -- CEILING JOIST 14' N®3 STIFFEt0P. EA. SIDE OF WEB GRAN PRIX PANELS - SEE OTL. 11/S -I FOR ATTACVENE5T OF ROOF PANELS 4 2x2xale FLANGE BRACES TYP. AT EA. BEA, / CEILING JOIST INTERSECTION TYP. (12) LOCATIONS RECEIVED JAN 3 0 1098 z 0 • VW =1,1 0 53 � o • SECTION WALE 3/4' = 1' -0" - (4) 9I4 SELF - TAPPING WRENS w/ COMPOSITE: .050' ,1. 76 OD. ALUMINUM - NEOPRENE WASNER ... BOTTOM FLANGE OF CEILING JOIST CITY CC , r 0 GO.R. LC. i 59,853 ICA Lk Lk - CONTROLLER ENCLOSURE Ek FUTURE ISLAND LikLkLii NOTES lO ENVIRON 1 -1/2" GEOFLEXX II PRODUCT SUPPLY LINE INSIDE 4" GEODUCT SECONDARY • A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY O3 A.O. SMITH 3" FIBERGLASS VAPOR RETURN LINE INSIDE 4" FIBERGLASS SECONDARY ® A.O. SMITH 3" TO 2" F.R.P. REDUCER FOR PRIMARY INSIDE 4" TO 3" F.R.P. REDUCER FOR SECONDARY OS 2" ENVIRON GEOFLEX II VENT LINE, SLOPE UP FROM TANK TO VENT STACK © EVIRON CROSSOVER SUPPORT 0 DISPENSER - TO BE NUMBERED ACCORDINGLY WITH 3" BLACK DECALS SCALE 18'`= 1' 10 : 20 30 GRAPHIC SCALE BEC ENEW CITVOFTUKWILB FEB 05 1998 PEBMITCENTEB a 0 0 vi z O T- 1 11 ' - I 0 " - REINFORCED CONCRETE SLAB ABOVE 8" - OUTLINE OF CONCRETE - - _ 1O' - 6' CROWN _ • • 13 NOTES UNLEADED TANK DETAIL (20,000) ISSUE DATE: 8/8/97 :SNOISIAUO * O TANK: 20,000- GALLON FLUID CONTAINMENT DOUBLEWALL FIBERGLASS TANK, TWO 42" COLLARS, STEEL STRIKE PLATES, AND TIE DOWN TANK SHALL BE UL 58 APPROVED AND METHANOL COMPATIBLE. * 2 PIPING SUMP: FLUID CONTAINMENT Z FIBERGLASS PIPING SUMP W/33" DIA. RISER At4D LID. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. * 3 O POMECO 511C -1600 36" DUAL POINT FILL-SPILL MANHOLE W/12" SPILL BOXES TO MATCH CONFIGURATION. FILL BOX SHALL BE 5 GALLON CONTAINMENT. * 4 OPW -8076 634TT -7 FILL 085 ADA'rT 4" TOR. IGHT FILL CA P A ND OPW O 633T DIA. * O OPW 6150 -410C 4” ALUMINUM DRC P TUBE S W /OVERFILL VALVE. FIELD CUT TO I * POMECO TIGHT AND 110 -3 7WT TRA FFIC ® 0 3/ 4" 37 AT " ED. DIA. MANHOLE, RIGID CONDUIT. * 8 POMECO 110 -78WT 18" ROUND MANHOLE, TIGHT AND TRAFFIC RATED. * AFFIL FI * 10 OPW ADAPTER. 1 61 1 -1 620 3" x 4" VAPOR RECOVERY * OPW 171IT -7085 3" VAPOR RECOV * OPW 53 VML -0120 2" FLOAT VENT 1Z * 1.3 WITH DETECTOR CONTROL BRR 0 , VEEDER ROOT 794390 -209 LIQUID SUMP SENSOR. * VEEDER ROOT MAG 1 TANK LEVEL PROBE. 15 * 0 * 17 VR794980 -301 HYDROSTATIC SENSOR 2) -. 2" x CLOSE NIPPLES 18 � 1) - JOMAR JOM100 -700 2" BALI VALVE BALI VALVE (TYP.2) (1) TERMINATING F FITTING (1) - ENVIRON FTB -0150 1 - 1/2" TEST BOOT (1) - ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING (1) - ENVIRON CTT -2536 36" TEST TUBE (1) - PRESSURE RELIEF ( UNIVERSAL ELIEF (PRTYP.) P 2" * 19 42 " I.D. SUMP CONTAINMENT COLLAR. 0 12 20 4" BLACK IRON PIPE RISER, ALL RIS ERS TO BE W RAPPED W/10 MIL TAPE. KILLARK GRSSA A. 3/4" JUNCTION B 21 * 2 2 ENVIRON FEB -3075 3/4" ENTRY BOOT. OPW 523LSP -2253 3" WATER COLUMN 23 SEE DETAIL C ON SHEET T -1. * 24 UNIVERSAL 421 -303 3" EXTRACTOR W/37 210218 FLOAT VENT NOTE: PIPING SUMP LIQUID SENSOR SHALL BE PLACED THE SAME SIDE AS THE PRODUCT PIPING ENTERING THE SUMP. NOTE: ALL ITEMS IDENTIFIED BY AN ASTERISK ARE FURNISHED BY COSTCO, AND INSTALLED BY CONTRACTOR. NOTE: - - - - - -( 6 > ® �/ - _ -- - --- -- _ -- - -- - -" ELECTRICAL SEAL -OFF (TYP.) 15 22 - �] • - - _ ( ��I.l � -. a - 2 -. 16 _.____ O O II jgi uiiiii ' - -- II I iii i iii i ii �. _� ._ 41 NTE NE C*F p IIuIIIu1I I • _K ,h ` D ,L� Y' -,f, Y - of 'I I - ll ' _ REVISION-5j 12129/117 SHEETS T -1 THRU T -5 REPLACES FIRST SUBMITTAL SHEETS T-1 THRU T-5 ENTIRELY BY EL � I � ' �_ ' ' - �� .. -1 „� L \ ,:Ilel ' la I - -Og �II� r TURBINE SUMP SECTION -- -- (TANK , - -- - � L , • 12 #3 ONLY) ■_L ' ►� /1 A.E. SCHMIDT ENVIRONMENTAL, INC 16509 SATICOY STREET VAN NUYS, CALIFORNIA 91406 PROJECT NO. 3307 I -8 - - 5440 NTS 36" X 12" DEEP WATER -TIGHT MANWAY NO CHAMFER IF ADJOINING OTHER WITH INTEGRAL 10 GALLON CAPACITY TANK SLAB. - CONTINUE CONC. OVER FILL /SPILL WATER DRAIN AND AND REINFORCING. - REMOVABLE LIDS FOR EASY ACCESS,._ SEED TANK PLAN fil 11 _ - 0 NTS 0 CONTAINMENT 4: DIA. FRP OR SCH 80 PVC RISER - - - -- FILL END TANK TANK TANK # # #3 in - - END eel Tr , �� ELECTRICAL SEAL - OFF (TTP.) -_- 22 •►. ' pi - I' 21 -- --- 10 - -- -- 24 C FUEL FACILITY INSTALLATION COSTCO WHOLESALE COSTCO # 6 1160 SAXON DR MP # 96-0748 TUKWILA, WASHINGTON 96188 map _r. ' ' O =� „ ■ a - /11 1 5 O FILL SUMP SECTION = I!. ��'/ - -- // - - - - -- a 14 ®�® TURBINE ® 5 GALLON - -- REINFORCED. CONCRETE -18' MIN. CROWN SLOPE LENGTH SLAB SEE C -1 -- 2' HIGH CROWN TYP. - AROUND MANWAYS � - _��I, NM - -___ ® 13 - - - - 13. i a Ir ^ 17 BRINE HYDROSTATIC ` RESERVOIR - - -- 'i ''t' , I _ S _ V 3' -O" MIN. TO - -- 7' 0' MAX. COVER I �' I I � '� ' �I I '� __ c COSTCO WHOLESALE, 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 • E1 ia - I ' ■ N J ■ . n ; • , MI - _ - - - -- _ I - -- _.. _ -- -- �- / " IN -TANK GAUGE PROBE I J _ W /90% OVERFILL ALARM CALIBRATION. INSTALL -- PER MFR'S REOMNT'S. SEE 5 A FLUID CONTAINMENT 20,000 GALLON _ DOUBLE WALL UNDERGROUND FIBERGLASS, STORAGE TANK, SEE 1 O ■ - 0 20 SQUARE x 1 /4' THICK STRIKE PLATE (TYP. OF 2) BY TANK MAN C:T UFAURER SLOPE' 1/4" PER FOOT TO FILL ENC - 3 SUBMURSIBLE 2 H.P. -• - SUBMURSIBLE PUMP ' - - e ee. 1�_ FL- - L- 1 O 21 o O* .. - -- 7 22 n - _ • i — NI _ - -N• _.. ` _e. 'I�4_�I�I i ..�� I 11 � SUMP PLAN SEE FOR TANK 2 SIPHON # Sti� RECEIVED ; ?, • c CRY OFTUKWILA PERMIT RECEIVED FEB 0 5 1998 �� ISSi ti E y 4 O.' ra • e� ® 1111 F A _-, �,-• PEA GRAVEL • BED BACKFILL (TYPICAL) - - -- �� 15 TANK LEVEL SHALL O LOCATED IN CENTER BUNG TURBINE SUMP SECTION --.- BE SEE (TA 12 *NOTE: ALL SUMP A #1 ONLI� '.. ELECTRICAL CONDUIT IN SHALL INCLUDE SEAL - OFF (TYP.). TANK SECTION MS .. - ' - TT ///��� / -/ Nt$ ® 18" CONCRETE CROWN (TYP.) - REINFORCED CONCRETE SLAB SEE SHEET C -1 FOR SEE SHEET C -1 ADJOINING CONDITIONS TYPICAL TANK BURIAL ISSUE DATE: 8/8/97 REVISIONS: r . r - -- - _ - _ _ I 3/8" PEA GRAVEL AND BACKFILL TYPICAL TO SUB GRADE SURFACE _ -- - (BOTTOM OF CC io FT. SLOPE EXCAVATION 1 -1/2 TO 1 ..1" DEPENDING ON SOILS REPORT p a J X a ■ 6" Ili'. 1 20,000 - GALLON TANY, UL 58 APPROVED & METHANOL COMPATIBLE 2' WIN. ` 20,000 - GALLON TANK UL 58 APPROVED & METHANOL COMPATIBLE - 20,000 - GALLON TANK UL 58 APPROVED & METHANOL COMPATIBLE - -_ �- - WALL OF EXCAVATION - - I FOURTH LIFT OF PEA GRAVEL, FILL TO - 63 TOP CF TANK. _ THIRD LIFT OF PEA GRAVEL, TAMP GRAVEL BENEATH TANK. _ REVISIONS: 12/29/97 SHEETS T -1 THRU T -5 REPLACES FIRST SUBMITTAL SHEETS T -1 THRU T -5 ENTIRELY BY EC A.E. SCHMIDT ENVIRONMENTAL, INC 16509 SATICOY STREET VAN NUYS, CALIFORNIA 91406 I PROJECT NO. 3307 1- 818 -786 -5440 V TAMP OF GRAVEL D BENEATH T GRAVEL, .- Y � FIRST LIFT OF PEA GRAVEL NOTE: DEADMEN ARE TO BE PRECAST ABOVE GROUND - CONE. DEADMAN 78" X 12 ", TYP. OF (2). AND LOWERED INTO EXCAVATION 1' 11' -10" NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION TYPICAL TANK BURIAL - CONC. DEADMAN 24" X 18 ", TYP. OF (2) EXTEND 12" GREATER THAN OVERALL LENGTH OF TANK (TYP.) 12' -4" 11' -10" 1' NOTE: IF GROUNDWATER IS ENCOUNTERED DURING EXCAVA TANK INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUNOFF UNTO TANK PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WATER. THE ABOVE (TANK PLACEMENT THRU FILLING WITH SHALL BE DONE IN ONE CONTINUOUS PROCESS. TANKS S7 BE PUMPED DRY ONLY AFTER FINAL BACK FILL AND CONCRETE PLACE. fil■ 38' INSTRUCTIONS NTS NOTE: CONTRACTOR SHALL WITH TANK MANUFACTURER CONSTRUCTION 3/4" JAW & EYE 5' -6 1/4" 5' -6" 6' - VERIFY EXACT STRAP PRIOR TO HOLD 37' -5 1/2" SPACING DOWN 5' -6 1/4" 5' -6 1/4" 5' -6" 37 -5 1/2" 6' -10 1/2" 1' -B" 4' -1 1/2" 8' -3" 5' -6 1, -4 1/2" (TYP) FUEL FACILITY INSTALLATION COSTCO WHOLESALE COSTCO # 6 1160 SAXON DR. MP # 96-074B TUKWILA, WASHINGTON 96188 1/2" 1' -8" 2' -9" 9' -7 1/2" COSIF I COGASOME COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 1/4" x 3" STRAP W /GUIDES TURNBUCKLE BY TANK MFG. FiX TO TANK AT ALL DESIGNATED LOCATIONS. 1' -4 1/2" (TYP). 1' 1/2" GALVANIZED STEEL F ❑ ATTACH STRAP AND CABLE SYSTEM TO ENGINEERED EYE BOLT ANCHORS" SIDE OF EXCAVATION- . STRANDED CABLE ° ° - - #4 REBAR AT EA. CORNER W/ #3 TIES AT 16" O.C. / HOLD REBAR 1.5" CLEAR OF FORMED SURFACES. V • - c -m o m c _CL CL Et \` d 0_- _ E7 6 -10 1/2" 5' -6 " 1.-8' 2,_9,. 9' -7 1/2" 6' 15 1/2' 5 1 4 1/2" 8' -3:" 20,000 -GAL TANK —. 12 X18' 24'X18' - _ _ g ID9 aCI > < INDICATES .STRAP'. PLACEMENT > Q INDICATES STRAP PLACEMENT r l -j TANK HOLD DOWN DETAIL s C TANK 1 SIDE ELEVATION SHOWING STRAP SPACING TANK 2 AND 3 SIDE ELEVATION SHOWING STRAP SPACING 0 c�trveu PITS T-3 RY OFNKWIL NTS ® NTS CA FEB 051998 PERMITCENrER T-3 OPW 233V 2" 4 "x4 "x2" VENT EXTRACTOR FE PETRO FEPIST -3 - - -__ -- - -- 2 H.P. TURBINE 3/4" RIGID CONDUIT ENVIRON FEB -3075 3/4" FLEX ENTRY BOOT TYP. OF (2) ALL SUMP ENTRIES SHALL BE SEALED W/ SILICON * PIPE ANGLE AT ENTRY -- BOOT SHALL NOT EXCED A 30 DEG. ANGLE IN ANY DIRECTION VEEDER ROOT 794390 -208 SUMP SENSOR VEEDER ROOT MAG. 1 PROBE 2" APOLLO BALL VALVE TANK 3 TURBINE SUMP PLAN 1/2" BLACK 90' ELBOW 2" FLEX CONNECTOR GEOFLEX II SIPHON LINE FROM TANK #3 - -- NTS NOTE: SLOPE ALL SIPHON LINES TO TANK #2 CO (MIN. OF 4 ") TANK #2 SIPHON DETAIL z 10 9" 9" 10 ". 38 VENT STACK DETAIL (HASSTECH ONLY) ELEVATION PLAN N.T.S. NOTE: LOCATE VENT STACK WORK CLEAR OF EXISTING TREES OPW 523 VENT CAP SEE NOTE (25) ON SHEET T -2 2 "0 GALV. SCH. 40 VENT PIPE PAINT DARK GREY TO HIDE GRADE 48" FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP 22" MANWAY - 2" FLEX CONNECTOR ENVIRON FEB -6300 3" FLEX ENTRY BOOT TYP. OF (1) 2" ENVIRON GEOFLEX II VENT LINE ENVIRON FEB -6150 1 -1/2" FLEX ENTRY BOOT TYP. OF (2) ENVIRON GFP -2150 ._ 1 - 1/2" GEOFLEX PRODUCT PIPING ENVIRON GTT -3836 TESTING TUBE ENVIRON FTB -0150 1 -1/2" TEST BOOT TYP. OF (2) ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING TYP. OF (2) ENVIRON DAF -2150 2" TO (2) 1 -1/2" DUAL ADAPTER 3/8" COPPER TUBING TO TURBINE 2" GALV. CROSS - 2" BLACK 90' ELBOW 2" GEOFLEX II SIPHON LINE FROM TANK #1 2" GALV. SIPHON TUBE GALV. UNI -STRUT SUPPORT BRACKET PAINT DARK GREY 6' -6" x 4 "0 GALV. STEEL POST PAINT DARK GREY TO HIDE 3" x 30" FLEX BOOT 2" x 24" TITE -FLEX FLEX CONNECTOR - 2" ENVIRON GEOFLEX II VENT LINE SLOPE DOWN TO TANK AT 1/4" PER FOOT 12 "0 x 3' CONC. POST FOOTING NTS NIS 97-0215 48" FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP VEEDER ROOT MAG. 1 PROBE 4" x 2" DBL.TAP BUSHING W/ 2" BLACK IRON SUCTION TUBE VEEDER ROOT 794390 -208 SUMP SENSOR ENVIRON FEB -3075 3/4" FLEX ENTRY BOOT TYP. OF (2) * ALL SUMP ENTRIES SHALL BE SEALED W/ SILICON * PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCED A 30 DEG. ANGLE IN ANY DIRECTION 3/4" RIGID CONDUIT TANK 2 TURBINE SUMP PLAN ENVIRON FEB 3075 3/4" FLEX ENTRY BOOT TYP. OF (2) PER SUMP *ALL SUMP ENTRIES SHALL BE SEALED WITH SILICON *PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCEED A 30 DEG. ANGLE IN ANY DIRECTION 3/4" RIGID CONDUIT *ALL CONDUIT ENTERING SUMPS SHALL HAVE SEAL -OFFS INSTALLED 48" FIBERGLASS - REINFORCED PLASTIC CONTAINMENT SUMP VEEDER ROOT SUMP SENSOR COMPACTED BACKFILL AS SPECIFIED -- TANK FILL ENO SUMP PLAN (TANK #1 AND #2 ONLY) 3 PRODUCT LINE TYPICAL PIPING BURIAL _ TANKS #1 &2 PRODUCT LINE NTS NOTE ALL PIPING TO SLOPE TO TANKS © 1/4 PER FOOT - 22" MANWAY 2" FLEX CONNECTOR ENVIRON FEB -6300 3" FLEX ENTRY BOOT TYP. OF (2) 2" FIBERGLASS SIPHON PRODUCT LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT FROM TANK #1 __ 2" BLACK 90' ELBOW 2" ENVIRON GEOFLEX !! VENT LINE • _2" FLEX CONNECTOR OPW 233V 4 "x4 "x2" - -- VENT EXTRACTOR - -- 3" VAPOR EXTRACTOR FITTING ENVIRON FEB -7300 4" FLEX ENTRY BOOT TYP. OF (5) A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE - 3" FIBERGLASS SECONDARY CONTAINMENT 2" FLEX CONNECTOR - -- 4" FILL TUBE OPENING T-4 ENVIRON 1-1/2" GEOFLEX II PRODUCT SUPPLY LINE INSIDE 4" GEODUCT SECONDARY (TYP.), SEE NOTE PAVING VARIES N.T.S. NTS 3" FIBERGLASS VAPOR. RETURN LINE'. INSIDE 4" FIBERGLASS SECONDARY, SEE NOTE 3/4" RIGID CONDUIT -. 30" MANWAY SIPHON CHECK VALVE - (TYP. 2) 3/8" COPPER TUBING W/3/8" BALL VALVE (TYP. 2) VEEDER -ROOT 330020 -031 MANIFOLD SIPHON BREAK VALVE 3/4" RIGID CONDUIT - ENVIRON FEB -6300 3" FLEX ENTRY BOOT TYP. OF (1) 2" FIBERGLASS SIPHON PRODUCT LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT TO TANK #2 1/2" BLACK TEE VEEDER ROOT MAG. 1 PROBE 48" FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP FE PETRO FEPIST -3 2 H.P. TURBINE 2" x 12" FIRE SHIELD FLEX (TYP. 2) _ 3/4" RIGID CONDUIT TANK 1 TURBINE SUMP PLAN ENVIRON FEB -3075 3/4" FLEX ENTRY BOOT TYP. OF (2) PER SUMP "ALL SUMP ENTRIES SHALL BE SEALED WITH SILICON "PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCEED A 30 DEG. ANGLE IN ANY DIRECTION 3/4" RIGID. CONDUIT - *ALL CONDUIT ENTERING SUMPS SHALL HAVE SEAL -OFFS INSTALLED 48" FIBERGLASS -- REINFORCED PLASTIC CONTAINMENT. SUMP VEEDER ROOT SUMP SENSOR A.O. SMITH 2" FIBERGLASS VAPOR RETURN. LINE INSIDE 3" FIBERGLASS SECONDARY (TYP.) - FILL END VAPOR TERMINATION SUMP PLAN (TANK #3 ONLY) F A.O. SMITH 4" - - -- "CLAMSHELL" TEE OR 90 WHERE APPLICABLE. CONCENTRIC REDUCER DETAIL ENVIRON GFP -2150 -- 1 -1/2" GEOFLEX PRODUCT PIPING ENVIRON DAF -2150 DUAL ADAPTOR FITTING ENVIRON FEB -7300 4" FLEX ENTRY BOOT TYP. OF (5) -_ 2" FLEX CONNECTOR 4" FILL TUBE OPENING ........... , i .0. SMITH 4" TO 3" F.R.P. CONCENTRIC REDUCER A.O. '.SMITH 3 ` FIBERGLASS VAPOR RETURN LINE INSIDE 4" FIBERGLASS SECONDARY (TYP.) - 2" ENVIRON GEOFLEX II VENT LINE ENVIRON FEB -6300 3" FLEX ENTRY BOOT TYP. OF (1) JOMAR JOM100 -70D 2" BALL VALVE TYP. OF (2) 2" x 18" FLEX ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING - -- TYP. OF (2) ENVIRON FEB -6150 1 -1/2" FLEX ENTRY BOOT TYP. OF (2) ENVIRON GTT -3836 - - -- TESTING TUBE ENVIRON FTB-0150 1 -1/2" -- TEST BOOT TYP. OF (2) - _ 3/4" RIGID CONDUIT ENVIRON FEB -3075 3/4" FLEX ENTRY BOOT TYP. OF (2) * ALL SUMP ENTRIES SHALL BE SEALED W/ SILICON * PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCED A 30 DEG. ANGLE IN ANY -- DIRECTION VEEDER ROOT 794390 -208 SUMP SENSOR - 3" 3" VAPOR EXTRACTOR FITTING A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE - 3" FIBERGLASS SECONDARY CONTAINMENT RECENED moPTUxwil.a ED051998 PERMIT CENTER T-4 " T-4 ENVIRON FEB -3075 AND FEB -3100 3/4" & 1" SUMP ENTRY BOOTS TYP. OF (1) EACH PER SUMP DISPENSER FRAME AND SHEAR VALVE DETAIL NTS FASTENERS AS REQUIRED BY DISPENSER MFG. - - -. DISPENSER SEAL DETAIL NTS FUTURE ISLAND IN -LINE DISPENSER SUMP DETAIL NTS DISPENSER SUMP WALL POMECO 112 -36WT MANHOLE ELECTRICAL J —BOX ENVIRON FEB -6150 1 -1/2" SUMP ENTRY BOOT TYP. OF (4) PER SUMP ENVIRON 1 -1/2" GEOFLEX PRODUCT PIPING (4) ENTRIES PER SUMP ENVIRON EDS -3621 EXTENDED DISPENSER SUMP TYP. OF (4) ENVIRON GCT -3810 10" CONNECTOR TUBE TYP. OF (2) PER SUMP BOTTOM OF DISPENSER 1" TEE FITTING FOR TESTING -- ` - T.O. CONC. SLAB FRONT J —BOX -- 1" BLACK PLUG FUTURE ISLAND SUMP END NEW (1) 1" VAPOR RECOVERY ADAPTER DISPENSER FRAME OPW 60VSP -1001 VAPOR LINE SHEAR VALVE SILICONE SEALANT MIN. 1/4" BEAD CONT. ALL AROUND BETWEEN FLANGES - - -- T.O. ISLAND - - - -- STRUCTURAL REBAR ENVIRON 39A -3621 SHEAR VALVE MOUNTING BRACKET TYP. OF 2 PER SUMP 2" BLACK PLUG TYP.2 POMECO 112 -36WT MANHOLE 2" BALL VALVE FULL PORT TYP. 2 ENVIRON JTF- 0150 JUNCTION TEE FITTING TYP. OF (2) PER SUMP ENVIRON FTB -0150 1 -1/2" TEST BOOT TYP. OF (4) PER SUMP ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING TYP. OF (4) PER SUMP VEEDER ROOT 794390 -208 SUMP SENSOR NTS 1" VAPOR RECOVERY ADAPTER - - - -- DISPENSER FRAME T.O. ISLAND FORM -- OPW 60VSP -1001 VAPOR LINE SHEAR VALVE • 1" TEE FITTING FOR TESTING - - - - - -- A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT ENVIRON FEB -6300 3" SUMP ENTRY BOOT TYP. OF (1 ) PER SUMP -- DEEP DISPENSER SUMP IN -LINE DISPENSER SUMP DETAIL 1" VAPOR RECOVERY ADAPTER DISPENSER FRAME T.O. ISLAND FORM OPW 60VSP -1001 VAPOR LINE SHEAR VALVE 1" TEE FITTING FOR TESTING A.O. SMITH 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT ENVIRON. FEB -6300 3" SUMP ENTRY BOOT TYP. OF, (1.) PER SUMP SHALLOW DISPENSER SUMP ENVIRON SBA -3621 SHEAR VALVE MOUNTING BRACKET TYP. OF 2 PER SUMP SUMP SIDE VEW ELECTRICAL J —BOX ENVIRON FEB -3075 AND FEB -3100 3/4" AND 1" SUMP ENTRY BOOTS TYP. OF (1) EACH PER SUMP VEEDER ROOT 794390 -208 SUMP SENSOR ENVIRON SDS -3621 SHALLOW DISPENSER SUMP TYP. OF (2) ENVIRON TEF —C150 TERMINATING FITTING TYP. OF (2) PER SUMP SUMP SIDE SECTION TERMINATING DISPENSER SUMP DETAIL NTS 4 "; FUTURE ISLAND SUMP END SECTION FUTURE ISLAND TERMINATING DISPENSER SUMP DETAIL OPW 10BHMP -5830D DOUBLE POPPET SHEAR VALVE TYP. OF (2) PER SUMP _ _ DISPENSER FRAME - - -- ELECTRICAL J —BOX SEE STRUCTURAL (5 -1). ENVIRON FEB -3075 AND FEB -3100 3/4" & 1" SUMP ENTRY BOOTS TYP. OF (1) EACH PER SUMP ENVIRON FEB -6150 1 -1/2" SUMP ENTRY BOOT TYP. OF (4) PER SUMP ENVIRON 1 -1 /2" GE ^FL EY PRODUCT PIPING (4) ENTRIES PER SUMP .__. - -- ENVIRON DDS-3621 DEEP DISPENSER SUMP TYP. OF (4) DISPENSER FRAME ELECTRICAL J —BOX -- SEE STRUCTURAL (S- 1) -_ ENVIRON FEB -3075 AND FEB -3100 3/4" AND 1" SUMP ENTRY BOOTS TYP. OF (1) EACH PER SUMP VEEDER ROOT 794390 -208 SUMP SENSOR ENVIRON SDS - 3621 SHALLOW DISPENSER SUMP TYP. OF (2) ENVIRON TEF -0150 TERMINATING FITTING TYP. OF (2) PER SUMP SUMP ENO SECTION - 2" BALL PLUG TYP. 2 2" BALL VALVE FULL PORT TYP. 2 T.O. CONC. SLAB ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING TYP. OF (4) PER SUMP - - - - -- ENVIRON 1 -1/2" GEOFLEX PRODUCT PIPING (2) ENTRIES PER SUMP ENVIRON FEB -6150 1 -1/2" SUMP ENTRY BOOT TYP. OF (2) PER SUMP ENVIRON CTT -2536 36" COAXIAL TEST TUBE TYP. OF (2) PER SUMP ENVIRON FTB -0150 1 -1/2" TEST BOOT TYP. OF (2) PER SUMP SUMP END VIEW ENVIRON SBA -3621 SHEAR VALVE MOUNTING BRACKET TYP. OF 2 PER SUMP -. DISPENSER SEAL, SEE T.O. CONC. SLAB VEEDER ROOT 794390 -208 SUMP SENSOR ENVIRON JTF -0150 JUNCTION TEE FITTING TYP. OF (2) PER SUMP ENVIRON FTB -0150 1 -1/2" TEST BOOT TYP. OF (4) PER SUMP ENVIRON PCA -0150 1 -1/2" GEOFLEX COUPLING — TYP. OF (4) PER SUMP ENVIRON GCT -3810 10" CONNECTOR TUBE — TYP. OF (2) PER SUMP OPW 10BHMP -5830D DOUBLE POPPET SHEAR VALVE TYP. OF (2) PER SUMP ENVIRON SBA -3621 SHEAR VALVE MOUNTING BRACKET TYP. OF 2 PER SUMP - _DISPENSER SEAL, SEE ENVIRON PCA -0150 1 1/2" GEOFLEX COUPLING TYP. OF (2) PER SUMP ENVIRON CTT -2536 36" COAXIAL TEST TUBE TYP. OF (2) PER SUMP - ENVIRON FTB- 0150 1-1/2" TEST BOOT TYP. OF (2) PER SUMP. ENVIRON 1 -1/2" GEOFLEX PRODUCT PIPING, (4) ENTRIES PER. SUMP ENVIRON FEB- 6150 1 —1/2" SUMP ENTRY'. BOOT. TYP. OF (2) PER SUMP Ch cd O pb. CD 0 co IC") U0- T5 K31 (2) 42 (4) LEGEND -- PROPOSED TRANSFORMER POWER HOOK -UP rn PROPOSED TELEPHONE HOOK -UP MAIN TEL. BOARD "MTTB" REGIONAL OPTICAL FACILITY V =30 0 30 60 90 120 GRAPHIC SCALE AREA LIGHTING, SOURCE ELECTRICAL AND COMMUNICATIONS EQUIPMENT SPECIFICATIONS & INSTALLATION NOTES 27 (2) SQUARE D 9001 AB2 PUSH /PULL MAINTAIN TYPE EMERGENCY SHUT OFF SWITCH (2) SANYO VCB -3524 1/2 INCH B/W VIDEO MONITORING CAMERA 24VAC 30 (2) PELCO WLV2000 SERIES WIRELESS VIDEO RECEIVER 11 -16 VDC, TO BE INSTALLED ON WAREHOUSE ROOF AT MIN. 10' APART AND IN LINE OF SIGHT (2000' MAX) OF VIDEO TRANSMITTERS ON CANOPY. PELCO WLV2000 SERIES WIRELESS VIDEO TRANSMITTER 11 -16 VDC HUBBELL FS -16 SIGNLIGHTER SERIES CANOPY FASCIALIGHT 120V WEATHERPROTF UNITS APPROVED FOR WET LOCATION WITH CONDUIT ADAPTERS, POSITION HORIZONTALLY FROM TOP OF FASCIA. USE FB -22 REMOTE CANISTER BALLAST FOR FS -16. USE F96T12 /CW /VHO LAMPS. ADJUST FOR UNIFORM LIGHT DISTRIBUTION ON FASCIA. 43 (16) LSI INDUSTRIES SCOTTSDALE SERIES CANOPY DOWN LIGHT, SEE A -3 MODEL NO. SC -S- 320- PG- MT- WHT -NO 320 WATTS AS APPROVED FOR WET LOCATIONS, CUT 4 "0 HOLES IN CENTER LINE OF NECKING PIECE Si (1) VEEDER -ROOT 790091 -001 OVERFILL ALARM WITH HORN /STROBE 120VAC 52 (1) VEEDER -ROOT 790095 -001 ACKNOWLEDGMENT SWITCH 'SIZES ARE MINIMUMS) SAXON DRIVE EXPOSED 5/4" CONDUIT. — — — UNDERGR , JND 3/4" CONDUIT. EXPLOSIO: PROOF SEAL (EPS) -ALL CONDUITS WITHIN 18" OF AN ENCLOSURE AND AT THE BOUNDARY OF A HAZARDOUS. AREA, CLASS. 1, DIVISION 1, GROUP "D" HAZARDOUS AREA, (FUEL TANKS AND DISPENSER AREAS) CLASS I HAZARDOUS AREA (PER CSA) LL UNDERGROUND TANKS r REMOVE EXIST. LIGHT -- - RELOCATE EXIST. LIGHT -6'X8' CONTROLLER ENCLOSURE Cl i 0215 AREA OF WORK CONC. ISLAND (2 DISPENSER EA.) NOTES: VIDEO RECORDER, VIDEO MONITOR, INTERCOM PHONE, AND REMOTE PHONE /ALARMS SHALL BE INSTALLED IN MEMBERSHIP AREA, FIELD VERIFY LOCATIONS. REMOTE ALARMS IN MEMBERSHIP AREA SHALL INCLUDE AUDIBLE AND VISUAL ALARM, VEEDER -ROOT TLS 350 SITE FAX WILL DIAL DEDICATED LINE IN MEMBERSHIP AREA IN THE EVENT OF AN ALARM CONDITION. VERIFY P.O.C. ON SITE AND FEES W /UTILITY CO. FOR NEW PHONE & ELECTRICAL SERVICE PRIOR TO BIDDING. THE VIDEO RECEIVERS LOCATED ON THE ROOF OF THE WAREHOUSE MUST HAVE THE VIDEO CABLE AND POWER CABLE INSTALLED IN SEPARATE CONDUITS. THE CABLES RUN FROM THE RECEIVERS TROUGH THE ROOF TO THE PELCO CONTROL BOX IN MEMBERSHIP DESK AREA INSIDE OF THE WAREHOUSE. THE POWER CABLE SHOULD CONSIST OF TWO ZIP CORDS. FOR VIDEO THERE SHOULD BE TWO COAXIAL CABLES. ALL INSTALLATIONS SHALL BE PER N.E.C. ALL EQUIPMENT SHALL BE U.L. APPROVED INTERCEPT EXISTING WIRING TO AREA LIGHTS. PROVIDE TRAFFIC RATED WATER TIGHT BOXES. RUN CONDUITS TO NEW LOCATIONS. MAINTAIN PRESENT CIRCUITING AND CONTROL. T.V. MONITOR L(C -f7 O )e 'Pa -e-reil (CAMERA #2) PC Co O. uF AfPRcvAG k� 2-0(e 24 VAC POWER TO T.V. MONITORS (1) 3/4 "C FOR FASCIA LIGHTING ( #12 (1) #12 GRND. (1) 3/4 "C (2) #12 + (1) #12 GND. (1) 3/4 "C FOR LIGHTS - (6) #12 THHN (1) #12 THHN GRND (1) 3/4 "C (2) 18GA. 2 -WIRE ZIP CORD + (2) BELDON 8281 COAX; - VIDEO ONLY 16' CANOPY FASCIA LIGHT FIXTURE TYP. OF (4) 11 (1) 3/4"C 2PR PHONE CABLE - INTERCOM TO STAFF IN MAIN BUILDING EMERGENCY SHUT -OFF - 43 TYP. OF (12) - TRANSMITTER UTILITY CONTACTS: POWER: WASHINGTON POWER DAVE JENNESS 22828 68TH AVE SOUTH SUITE 102 KENT, WASHINGTON 98032 (253) 395 -6824 TELEPHONE: US WEST KENT STONER 7235 SOUTH 228 STREET KENT, WASHINGTON 98032 (206) 345 -3399 GRAPHIC SCALE - CANOPY ABOVE 1/8' =1' 0, 8 16. 24 32 AIR /WATER REEL 3/4" CONDUIT W /PULL STRING FOR AIR /WATER REEL Li . f#7 7o T PoL C .:D, tF APPAv4 . RUN CONDUIT UP EXTERIOR OF COLUMN TYP. T.V. MONITOR (CAMERA #1) 29 TRANSMITTER #2 0, cow, DA, CANOPY LIGHTING AND MISCELLANEOUS ELECTRICAL _J 2 E -1 STORM DRAIN NOTES: EARTHWORK QUANTITIES !AUCTION DETAILS NOTES ARCHITECT: CHARLES E. PENCE EXP. GATE SPATE / ISSUE DATE: 8/8/97 I 1.) ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL E EARTHWORK QUANTITIES, (3) 20,000 GAL. UST, TANK PIT ONLY 9310.39 N9ld 311MNf11 01 031119879 06/94/0 A1140 13366 S140 :SNOISIA3A S163113810038 S,A110 83d 03003 13314S 9 -0 136011003 \l L6 /YL ll 11/14/97 Z" CHANGES PER CITY'S REQUIREMENTS A.E. SCHMIDT ENVIRONMENTAL, INC 18509 SATICOY STREET VAN NUYS. CALIFORNIA 91408 1- 818 - 708 -2579 PROJECT NO. 3307 1- 018 - 708 -5440 FUEL FACILITY INSTALLATION cOSTcO wHQtESA COSTCO # 8 1160 SAXON DRIVE A8' # 98-074B CIA WASHINGTON 98188 L2096 NQLONL VM 7 1/10YS& WIG 3W7 666 7%/6101414 O`'1, LSOO MinCOSI Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and /or architect must determine applicability of the layout to existing or future field conditions. N), cL D11-A;95 This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire moy vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. c ( ( - 7 ' �6 rid / C-- S f VC (C 4 G f C. f 77 _ C I F,/,i ()&t4 cA-A( o l 6'�Ci it i 5 ft(L e (- eoYCAND S RO rcec - F20t-k / j f(7 c34 (C , j C. ( 0.95 0.94 0.94 0.99 0.97 0.9Z 0.96 0.94 0.90 0.88 0.95 0.79 0.75 0.72 0.65 0.61 0.57 0.52 0.49 0.45 0.4Z 0.39 0.36 0.31 0.3Z 0.29 1.22 1.21 1.21 1.28 5.25 1.19 1.22 1.20 1.15 1.11 1.07 0.99 0.92 0.87 0.79 0.73 0.67 0.62 0.57 0.53 0.49 0.45 0.42 0.39 0.96 0.33 1.55 1.54 1.35 1.64 1.60 1.51 1.56 1.52 1.44 1.40 1.33 1.21 1.12 1.04 0.94 0.86 0.79 0.72 0.66 0.61 0.56 0.51 0.47 0.43 0.40 0.37 1.94 1.92 1.95 2.08 2.03 1.09 1.95 1.88 1.76 1.69 1.6D 1.44 1.32 1.22 1.09 0.99 0.90 0.62 0.75 0.68 0.62 0.57 0.52 0.48 0.44 0.40 2.35 2.37 2.44 2.64 2.53 2.34 2.37 2.25 2.09 1.98 i.86 1.66 1.51 1.99 1.24 1.11 1.01 0.92 0.83 0.75 0.69 0.62 0.57 0.52 0.47 0.43 Z.73 2.81 Z.95 3.20 3.10 2.80 2.78 Z.59 2.37 2.22 Z.06 1.83 1.66 1.53 1.35 1.21 1.10 1.00 0.90 0.81 0.71 0.67 0.61 0.56 0.51 0.46 3.11 3.19 3.35 9.60 3.47 3.14 3.06 2.82 2.57 2.37 2.19 1.95 1.76 1.61 1.43 1.27 1.15 1.04 0.94 0.85 0.77 0.70 0.64 0.58 0.59 0 49 TYPE QTY ASSEMBLY N T POLE AVERAGE fc = 1.29 MAXIMUM fc = 3.6 MINIMUM fc = .29 AVERAGE /MINIMUM = 4.41 MAXIMUM /MINIMUM = 12.41 TOTAL NUMBER OF POINTS = 182 S7A E (r {v iel Rev. Date By Revisions RECEIVED CITY OF TUKV/ILA FEB 0 4 1998 PERMIT CENTER QTY BRACKET QTY OTHER ASSEMBLIES EACH CONSISTING OF: BILL OF MATERIALS QTY FIXTURE Q Ty WATTS /ASSEMBLY TOTAL WATTS - Industries 10000 ALLIANCE RD. P.O. BOX 4273 C1O40II. 96 45247 (513) 793 -3200 • FAX (513) 793 -8023 LIGHTING PROPOSAL FOR GAS STATION TUKWILA, WA � SCALE: N.T.S. DATE: 2-3-98 BY: SJT LO- 26408- VERT SHEET 1 OF 1_I