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HomeMy WebLinkAboutPermit D99-0328 - 76 Gas Station - Canopy Fascia••• • ' ' :40 4 • • • • 14415 Tukwila International Blvd. D99-0328 76 Gas Station City of Tukwila Signature: DEVELOPMENT PERMIT (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004000 -0136 Address: 14415 TUKWILA INTERNATIONAL BL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: II -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: BESTWRI145KL Permit Center Authorized Signature: Print Name:__ Permit No: Status: Issued: Expires: Occupancy: SERVICE STATION UBC: 1997 Fire Protection: NONE .0 South: .0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: Size(in): .00 D99 -0328 ISSUED 10/14/1999 04/11/2000 Phone: Phone: (206)000 -0000 Phone: 425 -637 -1007 OCCUPANT 76 GAS STATION 14415 TUKWILA INT'L. BL, TUKWILA, WA 98188 OWNER EXXON CORP PO BOX 53, HOUSTON TX 77001 CONTACT ANGIE MOFFETT 12951 BEL -RED ROAD #110, BELLEVUE, WA 98005 CONTRACTOR BESTWORTH ROMMEL INC Phone: 800- 829 -8211 19818 74 AV NE, ARLINGTON, WA 98223 *** *ik*** *tYkk**• *** *i4•k4c*•k**** ic*******• k********* ** **ikk*** *•k•kyk*** ** **•k*• *** * *i4** ** * **** Permit Description: REMOVE OLD CANOPY FASCIA AND REPLACE WITH NEW CANOPY FASCIA. ********************* h• k• k********************************* * * ** * * * * *•k *•k * ** * ** * * * *•k * * * ** Construction Valuation: $ 8,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * *•k * * * ***k * * ** ** * * * * *k ** TOTAL DEVELOPMENT PERMIT FEES: $ 257.36 ********• k************************************************ * * ** * * *•k * * * * *•k * *•k•k * * * * * * * *k End Time: Fill: �� - -- Date _au`_ 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 permi Date: 1 3 /"&In This permit shall become null and void if the work is not commenced within 180 days from thr date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. l CITY OF 1`.UhW7.LA 1.441.E •TUKWILA INTERNATIONAL: Eil Address: Suite: Tenant. Trype DEVPERM Permit Nu: D99-0328 . Status: ISSUED App fed: 09/10/1999 Par'cel. #: .00.4000 -0136 Issued: 10/14/1999. • 4* 4;*•4 *• k ** *•* *•k4 * *•*•4* *•4*4** *•4 *** ***:**4***• 4***• 4k *4•k **4 * *•k * *k *4 *4••k *k•k *•k *4.444.4* Permit Conditions: 1. {Nv: changes will be made to the plans unless approved by. the Engineer and the Tukwila 0u :i•l : ding ; ;D :i,vi.s,ion. • All permits, inspec records,-" and Lapprov.ed Plans sha11 be avai Table at the jo1 site prior to, the start ' of any con- struction. These';docurne . s 4,ar. a to be ma.intai'ned: and "avai 1 able. anti 1 f i"na;lz inspection approval is g`ranted '.; Electrical /permit. s ha 1 1 be obtained : throt.i h the Washington. State Division of Labor and Industries and al ;1 'electrica1 work will x be inspected ; by that agency (248-66 'Plumbinq;,:`permits Shall ` be obtained through ':,the Seattle ;County Department of . Pub li c jHea l th. Plumbing ,wi h l be inspe;cted.-by that agency, including' all gas piping 0296 -4:72 <). • Al li:michan ..,work :sisal 1 be under separate permit the? City cur, Tukwila. r . • A11. }'' to,.be:. done,'in conformance with approved Plans and requirements of the' :Un.i.fo "rm Building Code (1.997, Ed'i,t ;ion) as amended Un ; i f orm Me.±chan i,ca 1 Code (1997 Edition) , and , Washir gton' Sta•te'Energy =Code` (1997 :Edi,tci on) . V ty::of Permit. The issuance of a permit or approval :plrans, specifications .and ;'cornputations shall not be con•• strued to be .a per oei t •for, or an approval _of , any v`io,latio of•, `of the , provisions of the , bu i 1 di ng code or of any ether or.dfn.ance of the jurisdiction,., No permit presuming t give a uthorrity'to violate or cancel :the' ,provisions of ;.thi code:` shall :`be valid. • Notify the City Of Tukwila Building Division'', prior to placing, .any concrete. This pr ocedure. is 'in addi ti on to :.any requirements for.., spec{_ inspection. • Project (p e �� a c11---"1-1D1.\ � Value of gonstr puctio CD Site Address: 1441s City Slate/Zip: T hVC u 1 ; la - Tr,4'l. L Tax Parcel oO Number: 0000 l3 Property Owner: CD P ne: OCR • 23 t Street Address: City State /Zip: "11 L-EAP LO C 1 NIL0 S L , u A 9510 Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: -5- (051 - 1 CO Str et ddress: City State/Zip: � 2151 -- r--rD 1 # 1 10 ice. -L#✓V o E) 0 Fax #: 42-5- og --) - j c°8 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Pm_ 1 £ `..t -- ,4 Gt�tT'j -Tc Phon - (al -1 DO Street Address: City State/Zip: 1,2 t S I 6 2 sec) 1D 49to 1 L-E VOE► IPA /bas Fax #: 42s -0O3 - 3 - I b06 Description of work to be done: 61-40Uf- ARD t -e 'LAGE CA1-40Ful rP.Sc- l A Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office in School /College /University ❑ Other Will there be a change of use? ❑ yes 13 no If yes, extent of change: (Attach additional sheet if necessary) . Will there be rack storage? in yes ® no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ® none ❑ other (specify) Building Square Feet: ��� existing � Area of Construction: (sq. ft.) �� W Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUY''VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration 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 ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. Cl Landscape Irrigation ❑ Sanitary Side Sewer #t: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #t: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent ## Size(s): ❑ Water Meter Temp #t 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. Dalpplic n ac d: Dafepllcitj� expire Applijioq.tgken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPE'RMIT.DOC 1 /29/97 • BUILDING O ER O AUTHORIZED AGENT: Signature: c, � '+ -� Date: oi / i D lq� ��g1 O H Print name: A gr ..... � 0 '�� Aoco 1 Whone: 4 _ 031.100 _ 1 Fax it: 425 - (03.7-) Dt9 Address k 2, c; ‘ ` _ ° I? y i :( (b in City/ t t /Z evo E t 9U ALL COMMERCIAL/MULTI -FA LY TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOL • WING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CI'I'L;RMIT.DOC 1/29/97 v aAA***AA *:4 *h:4 *:t**•*A* *�h *A:4:tti.At : ** t** A"*NA A *ilkfA *:lh:t ?r:t:t **:4 * *A* *h:t C11 Y .l••1F TUKW1LA...WO Venr irit;etl: 09/10/R9 15:29 1'(.4rWdm.1. 1" *A *A**:t•h:t *k*.k•h+- *k* :.* * k k: 1k: t* tk A kA: tA*** t* k: 1drA *:1Ak:4k•.4k•A***.4 *.t:tkirk* 1PANSM11 Number: R96007.47 Amount,: 99.61 ('4/10?99 ifJ:2= Pavinent l4ethod. i.HECK Natation: FR 4,HI TE TON Init: FLU Permit . No 099- -0328 Tenn : DEi1PERi4 DEVELOP14EN'f. PERiII Parcel No: 004000. 01,16' bite 'Address: :14413 rugwfto LN'(ER"tdtal'IONAL 131_ 1t a l Feet: fil•ti3 l'ilvment 19.61 Told i LI Pmts: 1.1 Ft 1 �t rt c: e l'Icc.ourit: •Cotke Descr i nt:.1en Amount O0O /341i.830 PLAN CH[ CI; NONItE;3 99.61 s'^±a^', °m'SrYRr,;'4`n*p.1!"(4 4.14, 1 v.1.4s'.'.�•r.. ;.:,�^* =: ` *, Sr.rrt. .sa < „ 99.61 - 7 to (;793 09/13 9710 TOTAL 199-22 • StA*M.. "lr� C OF '1'U1: «, A :IRONS HI 1' t1ttritJE PiAtlr6C , ' t. Ile I ;Ilo[I' PNr Mit Not Pir'.ce1 Not ,:'its Address: T119S Payment 4 .1(4* *•k:t•lc:4•k:t:lh•+•:A AcLoL r►t .Cr.td€ ( }00/ 322.1.00 000/366 ,. 904 it ?4 :1• •k'•f.5tt ice* A .1/4• :} :! A. :! * * •.4 :A• :! :4 * • . * * A. .i * :t h :t •.�:h...l :t :E ,4 4 * i; h. i A .-�. .''.'Ti�� ..!:� 1' •.'M�r_. �. Pr j :i'.. v!r:'•r 1'�iXs" b ° ',1. tF : Hw;whi1.T *. : 4 iwA: t.:4*4 h. td b• 1 '0ti1:21 Amuurit : 157—'15 (l..•' 1 J•,•( C' 09:47 . - C141'GI, idotr.l 1t n . Il ' r' L:'f 4IORT Rt 34i4Ifl. In1 t;: TLf li 3 9 2L otat 3.1:VPCI01 1 LVLLO.Ptii:'N•f PER I'f 00400 14415 TUKWILA INTERNO I0Nial•. 13L 1ot<<1 f eec« 7.57 .3t; 15 Total iaLl, I'int.s :357«36 El Ec 1 Ec rlC''E!: .0o • h *+*4h.t *• .k.1•!•44 *:!4 ***4+k . Tt4*•4*.1 * **4 44444.4 E1escr i ut- i oh Fimourit I31I ILDI O NNE S 1'S: ?w £r (.11E pu1:I.0 Ti1t; MiURCIU I CIE 4 ".;'10 000,02/0i 171.7 TOTAL 1.57 +75 �.� «�r ♦ �Z: ° NN S�C�r.�'` 1 !FN. �� r., � . M. �� � � l ' ° s•�` �f ^ lY ''�Y•'a'•. rr,,,, .• .�er';'J: S. ��,�•.�:, t «C' t.L�, irTr:.. •� ••y . ,Y 1..`tT .1.1 ...Y..�X.i�4YJ. _ �"�, i.'i'L.•1. 1y. `➢ s.r.�... .�r• •..e' ..4 �!•. h. .. .... .e .�•"�� ... �.. .. .. r... .... Pr9�yc c,, (,� �1 J J� U 1 �� Q 11 at Type • pec ' AI `T.. S .1 Date ca " • • 1 'l .V • Special instructions: U �, / , Date wr l Request h�rI� e s , Phone: y� ^�(jadd I p� J11 I' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 4, 79 A $47.00 REINSPECTI( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: /_- (,� y, ', S .e. r .2-) ,77(4 ?I' -../ Address. /v �/ /V 0 P49-9 C OD 1" k 7 fr / / i � ` 1 --, - l4.l 7 ex ,' 7-:' -z r; 1 )--,, S f.?-- A , S r.E L- %-7'' 0' �'`-� cr•-- �. .r zl�, - O, / ..0 r --1. - /../l./l"t- .r ... / --(;)60,4 QQ -(4 0 3 e.,,/ ;4-a , ."7 PPS , , ,, Projec . r .. 7 /_- (,� y, Type of Insp ctio • Address. /v �/ 7, called: , ,T Special i structions: _ Date Wanted: Requester: Phone: INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 Date: PERM Approved per applicable codes. 4Corrections j'equired prior to approval.. 0 $47.00 REINSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (20.)431 -3670 Project: — )Zp C QS e n Ty of Inspection: ( kIN t f`(1," (} A r s,ii: 5 ff ii Dat ailed: 4. ots CO Special instructions: Date wanted: 4- - OU a.m. p.m. Requester: , , Phone: a3 ( , O 41 ,,,5 , ,9 7 INSPECTION NO. :.7011V SGwcat t.:%e *ti+` '•i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 COMMENTS: 1 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECT! O FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: , 7 U . C c E; S - ____i_ 0 r Inspection: K o rA0) dd : I �! ( T�kwt �r �� 1 aL Date cal , IDOCI �- o Special instructions: Date wand: y a.m. 1" Z.l. m. Requester: L..6.. rry / mom Ph e: 0 — eD9- a..1 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: FC- 4 ,(5S /20 fete X474 i / 7.e he r - e-r7 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 02/:7/2000 14:32 3604353617 BESTWORTH ROMMEL 13qq-52■6 ,9L I BESTWORTH- ROMMEL, IN�. BEC V ED FEB 17 ZOOt COMMUNITY DEVELOPME Date: To: Fax: Re: Sender: Dave, 19818 74th Ave. N.E. Arlington, WA 98223 (360) 435 -2927 Fax: (360) 435 -3617 . FAX TRANSMISSION COVER SHEET February 17, 2000 Dave Larson 206 4313665 Tukwila 76 Keith Chang Please call me if you have any questions. Keith Chang YOU SHULD RECEIVE PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (360) 435-2927. Thank you for faxing us the information on the existing footings at the Tukwila site - 14415 Pacific Hwy. Our engineer, Jim Persing, calculated that the dimensions of the existing footings will work with the new design loads. We have revised the print to reflect the size of the existing footing and Jim has stamped and approved this. �i p PR O V E D A F B z zwa LU BUJll, DING DIVISION 02k17/ 2000 14: 32 361353617 b I 1 I 11 1 1 1 11 1 1 II 11 11 11 - • 11 I 11 11 I I ® I 11 L - -- comma *doom oawraou m Now Gast 141 1 HWd.O MIOI! NW. OrSJ1t11 Nm1 Min ir EnIMOnMII ./r MK Cowl idrr NYOWo 9CA1.8: 1/6•s1 %0' r O New Fascia Plan 1 £CALF: IW=ja• Ca no • Section w 1 11 111 1— 1:1 - -w 111'4' BESTWORTH ROMMEL 1 1 ii. 471 Tri .41 7 tr,'_7r _ " • _ : I {.,111 L Tir '- uTr:1:1 d�•.rd.rY �� -1 �tu:r;a?I -?r • a � 1 1 i � 1 . jt E p ?r tlowf r�� r { ve Harp The C01Mt T CTwTN 411&sown 1 t om• • ir12.C.Typ. 11 I II II 1 1 1 1 1 0 PAGE 02 Rol. help R- Rolm* lHsY' Nub euy HIM 1fa10 Crum (4 Pima, Tyi.) Room &Why or Flomils • .Y1 Pre. lIwrwoo RI M r 02/.17/2000 14:32 360435361 () Fascia Section SCALE 310-1'.O' ACM Fascia 20ga. FWhIng Zrxi'xlIGAd*S'O.C. 21'x1'116GAe4S'0.c. 14•era15GAPanel Ii' O,C. Z 7'x1's tiGAasO' gg 4a• 0.0. cis TEK Saves 0 2. O.C. (2) Screw o Ea. End 209x. Stand Gutter kw nvantSV r v -t BESTWORTH ROMMMEL PAGE 03. &_,ierai Notes 1. Au wadi ghee aeKolm to MN requirements of the Unlfonn guitars Code, 1007 Edition. Since Gds anon Is Iimumad to have been but pror lo the Implemenbdon of dr 1007 MC. alt 0e010n has been penbm*d aarongrs lo 1n requiemetlta of Ns 1094 Eagan of Ins UBC. 2. The connate Kiel tiny 5p amenstone prior to alerting oonanrabn, AO otMeelru orcon1Rls between the Maus 'Scowls of the wonting drifting. shall be brought lo the art= old* befeeet or the saldurel engineer before proaeafD wfth any wait so involved. Dtmarbns ante wk■ pread •acs over sales shown on drawings, Do not scale drawatga. Notes and details on drawings shat take precedence over general notes and VOW details. 2, Tha purpose of ells plan Is to remove the existing fascia system and replace It with a new fade system. The new fascia system Is fighter than the trying therefore, the eravty lied eyuem of the canopy Is not enema& The height of the new gads is i' greater dim the among, thereby • lamming 0A Woad mind bads by only • small amount. This pun and associated 01101,111001141 ere only for the purpose of deu rmkdng any • mod/ Station tabled to era hares M the wind loge, The ebucsrd =meets and then oanmceone haw not been Ctedad for Mhalr *May to supped pnwly loan. This plan dose not Intend lo imply slacking edsquaq of the easing MUUduaa design orstructural members and tr4 ranraotians. 11 Is the responsibility of the Owner to carted any dendendee mated to asle10n0 russet of grsv6y bads. a, Design Loads: Roof Ors 20 PSF Snow 25 Wind 60 Mph, Demure 8 5. Foundation: 9adsrlg Footing Sod Type: Sand, gay Sand. Clayey Sand. Silty Gravel or Clayey Gravel Foundsiont Served footings on natural or compacted soil Design gearing Vacua= 1500 pd 0. All sttugyd 51501 ansO wan b ASTM 11a9. Square steel tubes shall' conform to ASIA A500, Grade 9. AN bob OM conform a ASTM A307. Ad welding to be perfomrd by WAYO or qualified cerlifisd waders per UBC Chapter 22. Section 2250 wing E70)Ot Mecaodes. 7. The toot deco dui be ASTM A445 end slag be equal m or greater then N5 fa/owing spectetaeons: 20 gage. Grade C. 4SIII =.3542, 5M -.2361. 1601e1MH,�.sY.Mer45 m o PaU raLa4r. peal e H ow faell e g7N4 V Tukwila - 76 Site #30116 4Z-0' x, 51'4' CANOPY 144 IS /SOY ray. WA'. WaAris 1 Mau. M,. n ( coax: eta tom 1 1 t LL _ _ OWN krI not ho Mr. run tte..iro b orlon a. 00 rot 41 .v Prirs eels A+ttYnrt Pried t+s. 9615 shwa M1.1 or 2 n.-.. rr w ig 4 - 1'0IA BOLTS b w/ PL 3/5 r3 i3 I w/ ir MIN EMBED SQUARE SECTION 17'-CP ltll•d Kramer. Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 1.. / 2'DIA DOWNSPOUT INSIDE CAPITAL - T5 10 110 11/4' COLUMN, TYP.� 8818 - BB►a MIN MN M- 1 - A VERTICAL - /4 • a HOPIZ • 12'0C MAX 1/4' -1' -0' W12 140 it NOTE: M0N0C0LUMN SHROUDS NOT SHOWN. SEE + _ +l • " MI Eh ELI CANOPY CAPIT SEE BP AMERICA RETAIL waters cam MO ENGINEERING 200 PUIUC HOUSE CLEVELAND. 0140 44114 GENERAL NOTE& 1. 0E34E11AL1 AU. CONSTRUCTION TO 8E 61 ACCORDANCE VE114 UNMOIIM !SALONO COOS. 2. DEMON LOADS: SNOW 26 POUNDS PER MARE FOOT WIND BASIC 10110 SPEED - 80 MPH. EXPOSURE C SEISMIC ZONE 3 3. SOILS: IN ACCORDANCE WITH U8C CHAPTER 29. SOIL CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND. SILTY CRAWL OR CLAYEY GRAVEL). CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE. ALLOWABLE BEARING PRESSURE - 1.300 PSF. ALL FOUNDATIONS TO SEAR ON FIRM UNDISTURBED NATIVE SOE.S. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN B' UFTS AND COMPACTED TO 9516 OF ASTM D 1557 MAXIMUM DENSOY. 4. CONCRETE MINIMUM 28 - DAY STRENGTH (l c) r. 4,000 PSI. 6 SACXS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE 40. 5. STRUCTURAL STEEL: SWILL CONFORM TO ASTM A 38 OR A 500. BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. HIGH STRENGTH BOLTS SHALL CONFORM TO A5T11 A 328. ALL WELDING SHALL CONFORM TO AWS D1.1. ELECTRODES SHALL BE (SO OR E70. ALL WELDING TO BE PERFORMED BY 11115 ,:uj • • REQUIRED WELDS. M '• •' • � SHALL BE 20 GA GALVAHRED WITH 3' STANAINQ S • • uTEL1M. WL1E ,� - Of R woe: TIG TIaLNt: a FAT �Srr:..NtNS Mtn P.1 NV a Rsu.rpCtNn _dY9iA �-.� 4140 ,* W a, Ba G>f4AN� NOTE W12 140 TS 10 .10 •1/4' COLUMN SQUARE 5kC/10N NTS �-d z w-0' • It ..,. a 14,1 its • t is :.A'. �I =�: wJ _ t•i,- 'ti,Y �:• CAI • 1 AN? ANO40A L15 60 1 18 01 R / 3/01 TIENI 1M NUTS AND' COLUMN TS 10 110 11/4 • CM GIRDER W12 140 2 CM STRINGERS W12 1213 4 CM WHITE PREFiMISHED DECKNO CM r 81C 420 GAGE STEEL D4O33b. CRT OF 111011L4 APPROVED BES 1 tWOR 1 F'R - ROMMEL INC. (206) 481 -7818 1- 800 - 821 -8111 "Ms pr1118 tF r 66.61eRt u• Us OW :. PLA14 AND m .:AWT..: 8.'). 41;• 'if - . .,< 7T - ' . . .il .A T- f - '' Ti 0 =i •--'• 91201 Own. 140.:31 1 • PROJECT LOCATION . • e` U1AIf •&11/ . Oil CM CY 4T91 J L .« 1 ., 1 .« 1 L .0 1 v r, 1 1; BELOW (M "._. i � .9 _ _ _ SEEM BRACE SEE MI �I ; .9-." - _ '. I _ 4 20 GALVANI e. ROOF �ECK I 1 ® WloAtt I f' 1 4 ,li �' ig 4 - 1'0IA BOLTS b w/ PL 3/5 r3 i3 I w/ ir MIN EMBED SQUARE SECTION 17'-CP ltll•d Kramer. Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 1.. / 2'DIA DOWNSPOUT INSIDE CAPITAL - T5 10 110 11/4' COLUMN, TYP.� 8818 - BB►a MIN MN M- 1 - A VERTICAL - /4 • a HOPIZ • 12'0C MAX 1/4' -1' -0' W12 140 it NOTE: M0N0C0LUMN SHROUDS NOT SHOWN. SEE + _ +l • " MI Eh ELI CANOPY CAPIT SEE BP AMERICA RETAIL waters cam MO ENGINEERING 200 PUIUC HOUSE CLEVELAND. 0140 44114 GENERAL NOTE& 1. 0E34E11AL1 AU. CONSTRUCTION TO 8E 61 ACCORDANCE VE114 UNMOIIM !SALONO COOS. 2. DEMON LOADS: SNOW 26 POUNDS PER MARE FOOT WIND BASIC 10110 SPEED - 80 MPH. EXPOSURE C SEISMIC ZONE 3 3. SOILS: IN ACCORDANCE WITH U8C CHAPTER 29. SOIL CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND. SILTY CRAWL OR CLAYEY GRAVEL). CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE. ALLOWABLE BEARING PRESSURE - 1.300 PSF. ALL FOUNDATIONS TO SEAR ON FIRM UNDISTURBED NATIVE SOE.S. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN B' UFTS AND COMPACTED TO 9516 OF ASTM D 1557 MAXIMUM DENSOY. 4. CONCRETE MINIMUM 28 - DAY STRENGTH (l c) r. 4,000 PSI. 6 SACXS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE 40. 5. STRUCTURAL STEEL: SWILL CONFORM TO ASTM A 38 OR A 500. BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. HIGH STRENGTH BOLTS SHALL CONFORM TO A5T11 A 328. ALL WELDING SHALL CONFORM TO AWS D1.1. ELECTRODES SHALL BE (SO OR E70. ALL WELDING TO BE PERFORMED BY 11115 ,:uj • • REQUIRED WELDS. M '• •' • � SHALL BE 20 GA GALVAHRED WITH 3' STANAINQ S • • uTEL1M. WL1E ,� - Of R woe: TIG TIaLNt: a FAT �Srr:..NtNS Mtn P.1 NV a Rsu.rpCtNn _dY9iA �-.� 4140 ,* W a, Ba G>f4AN� NOTE W12 140 TS 10 .10 •1/4' COLUMN SQUARE 5kC/10N NTS �-d z w-0' • It ..,. a 14,1 its • t is :.A'. �I =�: wJ _ t•i,- 'ti,Y �:• CAI • 1 AN? ANO40A L15 60 1 18 01 R / 3/01 TIENI 1M NUTS AND' COLUMN TS 10 110 11/4 • CM GIRDER W12 140 2 CM STRINGERS W12 1213 4 CM WHITE PREFiMISHED DECKNO CM r 81C 420 GAGE STEEL D4O33b. CRT OF 111011L4 APPROVED BES 1 tWOR 1 F'R - ROMMEL INC. (206) 481 -7818 1- 800 - 821 -8111 "Ms pr1118 tF r 66.61eRt u• Us OW :. PLA14 AND m .:AWT..: 8.'). 41;• 'if - . .,< 7T - ' . . .il .A T- f - '' Ti 0 =i •--'• 91201 Own. 140.:31 1 • PROJECT LOCATION . • e` U1AIf •&11/ . Oil CM CY 4T91 J STRUCTURAL CALCULATIONS Fascia Modification for 42' 0" x 51' 8" CANOPY 14415 Pacific Highway Tukwila, Washington For TUKWILA 76 Site #2603154 September 3, 1999 Project No. - 9515 CIT OF TUKWILA EP 10 1999 PERMIT CENTER EXPIRES: SEPT. 6. 20011 Bestworth - Rommel, Inc. Design and Engineering Services 19818 74th Avenue NE, Arlington, WA 98223 (360) 435 -2927 1- 800 -829 -8211 FAX: (360) 435 -3617 BESTWORTH ROMMEL, INC. (360) 435-2927 (800) 829.8211 Fax: (360) 435 -3617 19818 74th Avenue NE, Arlington, WA 98223 DESIGN SPECIFICATIONS STEEL REINFORCING STEEL ASTM A615 Grade 60 Fy = 60 ksi CONCRETE Footings and slabs F', = 2500 psi FOUNDATION Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel q = 1500 psf DESIGN Structural Steel ASTM A36 F = 50 ksi Tubular Steel Columns ASTM A500 Grade 8 Fy = 46 ksi Round Pipe Columns ASTM A53 Grade B F = 35 ksi Roof Deck, ASTM A446 Grade C F = 40 ksi Bolts ASTM A307 F = 20 ksi Bolts ASTM A325N F = 44 ksi Uniform Building Code, R C l 1994 Edition Dead Loads: Deck Misc. Frame Total: 8.0 psf Project Name: Project No.: Date: 2.5 psf Fascia DL @ Rt & Lt Ends = 17 plf 1.0 psf Fascia DL @ Sides = 17 pif 4.5 psf (Estimated - STRAAD uses actual self weight) Tukwila 76 - Site #2603154 9515 Live Loads: Live Load = 20 psf Ponding = 10 psf (Maximum 1" Deflection, Gaylord & Gaylord, 2nd Ed„ pg.16 -27) Snow Loads: Snow Load = 25 psf 100% Reduction in Combination with Seismic Drifts Considered: N Drifts per UBC or SEAW: SEAW Wind: 80 mph, Exposure B P =C C, (4,1, Where: C = C = C = C = qs = I = 0.63 1.3 0.7 1.3 16.4 1.0 Seismic: Zone 3 V =(ZIC/R.)xW Where: Z= 0.30 1= 1 V= 0.275 xW C= 2.75 R = 3 9/3/1999 Sheet No.: 1 1 At Mean Roof Ht. = 16.08 Parapets (in & out) - Roof outward ( -) T Roof elements ( -) T SPECS, 9515.76.xis 2 R R2 R3 R„ 1 st Span 1st Adj. 2nd Adj. 1st Adj. 2nd Adj. Last Span 11.67 ft. 11.67 ft. 11.67 ft. 0.00 ft. 0.00 ft. 11.67 ft. BESTWORTH ROMMEL, INC. (360) 435-2927 (800) 829-8211 Fax: (360) 435 -3617 19818 74th Avenue NE, Arlington, WA 98223 CANOPY LAYOUT: Fascia, F = Clear height, h = Gutter depth, g = Canopy Width = Canopy Length = No. of Stringers = No. of Crossarms = No. of Columns = Deck Cantilever, Left = Stringer Spacing: WIND: 48 in. 15.58 ft. 6 in. 42. ft. 51.67 ft. 4 2 4 3.50 ft. P= CeCggsl W fascia = W stringer = W crossarm = W column = Fascia Axial load to end of stringer = WIND transverse = WIND longitudinal = ■/coL = 39.45 ft-k WIND UPLIFT LOAD: 10,25 xCq = 7.23 k w„= PUP /COL = SEISMIC: V = (ZIC /Rw)/W v = 1.37 psf (Without framing loads) wdl= w framing = w fascia © End = w fascia @ Side = w snow = Column t, in. = Stringer ht. = Crossarm ht. = Deck Cantilever, Right = 13.32 x F = 13.32 # /lin ft. 13.32 # /lin ft. 11.10 # /lin ft. v, seismic (transverse) at stringer = P, seismic at end of stringer = GRAVITY: P, DL fascia at end of stringer = PSNOW /COL = 13.56 k P= 10.25 xCq= 7576 Ibs 6101 Ibs Z= Rw = W= PDUCOL = V = 0.275 x W = 5650 Ibs R R, R n �,�' I I -? �IC1 I LC )1 3.5 psf 4.5 psf 17 plf 17 pif 25 psf 10 in. 12 in. 12 in. 3.50 ft. Col h= 15.58 +9 +12 +12/2 +3 = 53.3 # /lin ft. R 13.3 psf © stringer & deck Project Name: Tukwila 76 - Site #2603154 Project No.: 9515 Date: 9/3/1999 13.32 498 Ibs 622 Ibs 0 lbs 498 Ibs 0.3 1 =1 C =2.75 3 Snow= 100% Reduction 20,546 Ibs. 5.14 k R R2 w„TTTTTTTTTTTTTTT h R_ R3 Wind Governs Wind Governs R R3 Rn 12.8 Ibs 15.91bs 0.0 Ibs 12.8 Ibs 43.6 lbs 54.6 Ibs 0.0 Ibs 43.6 Ibs R Wind Governs transverse direction Wind Governs longitudinal direction R2 R3 R 159 Ibs 198 lbs 0 lbs 159 lbs Sheet No.: 2 20.83 LOADS • CONFIGURE, 9515 .78.x16 BESTWORTH ROMMEL, INC. (360) 435-2927 (800) 829-8211 Fax: (360) 435 -3617 19818 74th Avenue NE, Arlington, WA 98223 CANOPY FOOTING DESIGN (UBC Section 1806.7) Column Designation: Typ. Column P DL = 5.14 k (Load Case 1) P LL MAX = 13.56 k (Load Case 2) P DL + LL = 18.70 k P UPLIFT = 7.23 k (Load Case 8) P DL - P UPLIFT = 1 .24 k M max, DL +LL = 0.00 k -ft (Load Comb 2, 6 or 7) M max, wis = 39.45 k -ft (Load Comb 8 -15) h (height) = 20.8 ft d (design depth) = 5.5 ft q (TbI 18 -1 -A) = 1500 psf ciLLAT (Tbl 18 -1 -A) = 150 psf q allow D +L @ d = 3150 psf ( Increase 20% /ft. of depth for gravity loads per TbI 18.1 -A) H equiv. A Isolated Pole Factor = 2.00 (UBC Table 18 -1 -A, Footnote 3) H equiv = M / h = 1894 Ibs W/S Governs Stress inc. factor = 1.33 A, min req'd footing size = P / q = 6 sq.ft. D, dia, minimum = (4 x A min / n) = 2.75 ft Is footing restrained at the ground surface, Y/N ? Size N Try D, Depth 5.50 ft. Ftg. Wt. = 13200 Ibs ( Area = 16.00 sq.ft.) Square Footing: 4.00 ft.sqr Round Footing: 3.50 ft.dia 6.50 ft. Ftg. Wt. = 9381 lbs ( Area = 9.62 sq.ft.) CONCRETE: f c = 2500 psi a (.5 p balanced) = 3.94 M„= 55.24 k -ft Number of effective bars provided = Size of effective bars provided = K > W width D diameter Dia (Actual) Non - constrained at the ground surface Project Name: Tukwila 76 - Site #2603154 Project No.: 9515 Date: 9/3/1999 Sheet No.: 3 D Depth, D, Req'd (Per UBC formula 6 -1 or 6 -2) 5.49 ft. S = 733 psf S3 = N/A 6.54 ft. S = 867 psf S3 = N/A f = 60,000 psi Load Factor, LL = 1.7 Load Factor, W/S = 1.4 For effective moment section 3 Square Footing: OK #5 Round Footing: OK Round Footing Use 4 ft.sqr.x 5.5 ft.deep ftq. Use 3.5 ft.dia.x 6.5 ft.deep ftq. d or A min A req'd A req'd A Side or Dia Eff d, in. b, in (rim= 200 /f M„ /ad x 1.33 Provided Square Footing: 4.00 44 48 7.04 0.32 0.42 0.92 Round Footing: 3.50 29 25 2.42 0.48 0.64 0.92 Square Footing: Use 8 # 5 Bars Total Round Footing: Use 8 # 5 Bars Total FOOTING, 9515. Taxis PROGRAM : Steel Column Design v2.18 BESTWORTH- ROMMEL,Inc. JOB : TUKWILA 76 - SITE #2603154 RUN : 9515 Check of Column ID: TYPICAL COLUMN Code: AISC (1990) Design Method: ASD Length : Fy : Max Stress Ratio : `Wind /Earthquake Included: Axial: Mx Top: My Top: Mx Bottom: My Bottom: Kx : 2.00 Ky : 2.00 Cmx : Unbraced LOAD COMB 1 No S T E E L C O L U M N D E S I G N 20.830 Ft 46.000 K /In "2 0.950 Lx : 20.830 Ft Ly : 20.830 Ft Cmy: Unbraced E C H O O F L O A D I N P U T LOAD COMB 2 LOAD COMB 3 No TS10x10x.25 Eqn: H1 -3 Ratio: 0.47 Load Comb: 3 Yes -5.140 K - 13.560 K -5.140 K 0.000 Ft -K 0.000 Ft -K 0.000 Ft -K 0.000 Ft -K 0.000 Ft -K 0.000 Ft -K 0.000 Ft -K 0.000 Ft-K 39.450 Ft-K 0.000 Ft -K 0.000 Ft-K 0.000 Ft -K C R I T I C A L S T R E S S E S fa : -0.54 K /In ^2 qa: 0.962 qs: 1.000 Cb: 1.000 Weight: 0.68 K Fa : 12.49 K /In ^2 Cmx: 0.85 Cmy: 0.85 fbx: -15.73 K /In ^2 fby: 0.00 K /In ^2 Fbx: 36.80 K /In ^2 Fby: 36.80 K /In ^2 PAGE NO. 4 TIME : Fri Sep 03 16:53:20 1999 JOB NO. : 1 DESIGNED BY: CHECKED BY: LOAD COMB 4 LOAD COMB 5 PROGRAM : Steel Column Design v2.18 BESTWORTH- ROMMEL,Inc. JOB : TUKWILA 76 —SITE #2603154 RUN : 9515 B A S E P L A T E D E S I G N Base Plate Design for: TS10x10x.25 Code: AISC (1990) Design Method: ASD Plate Size 18.000 (Y) x 18.000 (X) x 1.0000 In Bolts Req'd : 4 1.0000 In Bolts For Stress Weld : 0.2500 In Fillet All Around For Stress Plate Fy 36 K /In "2 Concrete f'c 2.5 K /In "2 Bolt Allowable Stress: 13 K /In "2 (Shear) 27 K /In "2 (Tension) Bolt Edge Distance 2.00 In Actual Bolt Tension' : 15.12 K (LC 3) Weld Allowable Stress: 28 K /In "2 Actual Bearing Stress: 0.82 'K /In "2 (LC 3) Allowable Bearing 2.3 K /In "2 Area of Concrete 1296.00 In ^2. * ** Note: Program Does Not Check Bolt Clearances or Min. Weld Sizes PAGE NO. 5 TIME : Fri Sep 03 16:53:31 1999 JOB NO. : 1 DESIGNED 8Y: CHECKED BY: • ACTIVITY NUMBER: D99 -0328 DATE: 9 -10 -99 PROJECT NAME: 76 GAS STATION XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Fire revention NOU to - i(f 1 Public Works Pc. Structural /tY1 f 6 1 , -/0=r79 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E1 Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved I 1 Approved with Conditions U V'RROU'I L. DOC 9/99 Ponryii t- Cuod4 CcP PLAN REVIEW /ROUTING SLIP Incomplete Approved with Conditions n T.' OS— Planning Division a -1f4'f Permit Coordinator Not Applicable DUE DATE: 9-14 -99 No further Review Required DATE: DUE DATE 10-12 -99 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 01/31/2000 10:38 3604353617 STATE OF WASHINGTON ) ) ss: COUNTY OF SNOHOMISH) SUBSCRIBED AND SWORN TO before me this 2000. • BESTWORTH ROMMEL F625. 052.000 (8199) REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL for the State of N Y PUBLIC in Was gton, residing T Mee PAGE 01 l PARCEL I: AT PORTION OF LOTS II, AND - 4i BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT T . _gEOF .RECORDE_D IN VOLUME II OF PLATS, PAGE RECORDS OF KIN6-asivwr WASHINGTON, DESCRIBED AS FOLLOWS, • • BEGINNING T THE INTERSECTION OE THE WESTERLIT-MAIN OF PACFIC HIGHWAY' SOUTH cSTATE HIGHWAY NO .1) AND TI-4E NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 20°1017 UJEST ALONG SAID WESTERLY MARGIN 1E1. FE-ET TO THE SOUT14 LNE OF THE NORTH 15500 FEET OF SAD BLOCK 2; THENCE NORTH •333 LEST , -,414 , sin SAD SOUTH LINE 3000 FEET; THENCE. NORTH 53°2143: WEST,p2s FEET; THENCE NOT}-4 l05:15' EAST 120.00 ,FEET TO THE NORTH LINE,,OFSAID BLOCK 2: -THENCE SOUTH:, 51'3553 EAST ALONG SAID' NoF0-4LINE 15336, FEET TO THE POINT OF (ALSO KNOWN AS LOT A OF TU19.111LA LOT LINE ADJUSTMENT NO 90-1413LA) Site Tax Parcel No.'s 004000-056-05 SIGNAGE CONTRACTOR SCOPE OF WORK SEE KEY NOTES , • A REMOVE AND SCRAP EXISTING'•M ID FREEWAY, FUEL PRICES AND •, , CHANGEABLE 5105 PANEL SIGN FACES AND REPLACE ExISTINGM.ID. AND FREEWAY SIGN BALLASTS 450 r-r5. a INSTALL NEW SIGN FACES IN EXISTING M.1D., FREEWAY, FUEL PRICES AND CHANGEABLE PANEL SIGNS IMAGE,CONTRACTOR': SCOPE,'OE: 'rEE KEY NOTES . • •••., , r TI L O E) , , , ,, EE ., , , 1 4, STII.10 , GRL AND YELLOW SIGN LETTERS FROM E INSTALL NEW "REFLEX BLUE: BACKGROUND 4510 NEW SIGN LETTERS ON BUILDING AND CAfRWASH. C PAINT EXISTING 5N4 LOOK SIGNS. D. PAINT ALL SITE BOLLARDS AND AIR/WATER UNIT. - • - I ` • : • E PAINT EXPOSED" SIGN CABINETS AND - SUPPORTS. k PAINT NEW AND EXISTING CANOPY DECK. 14 NOT NICE . • , INSTALL 555 FUEL DISPEN5ERS.STANLES CANOPIES SIDE FECES 450 ALL NEW G , REMOVE AND "AMENITY" LJNHT5- REVISE INTERIOR DECOR- IN57 L.: L.: :SELP • CANOPY CONTRACTOR SCOPE OF WORK SEE KEY NOTES. , A.. DISCONNECT ELECTRICAL SERVICE TO EXISTING :IBP" SIGNS' AND :NEON': ACCENT E.TRIPES. 5. REMOVE EXISTING :153P" SIGNS 450 NEON ACCENT STRIPES EQUIPMENT • RETIOVE EXISTING "BULLNOSED" FASCIAS. D. REMOVE EXISTING "WELCOME" 5165 51 E. INSTALL NEW 15 FASCIA ON ALL A) SIDES OF EXISTING FUELING CANOPY, INCLUDN6 LIGHT TROUGH LIGHT FIXTURES ETC • F NsTALL NEW 15 :BUG'' SIGN AND CONNECT TO ELECTRICAL SE/ICE G. INSTALL NEW 15 'COMET'I vN,L O05 65 H. INSTALL NEW HEIGHT CLEARANCE SIGN k REQUIRED.; D xISTING SPREADER BOXES, FROM ELECTRICAL_ SERVICE 450 REMOvE CONDUCTOR 45 ON0UIT J. REMOVE EXISTING SPREADER 50xES, ETC . • • K REMOVE AND SCRAP 'EXISTING MCNOGOLUMNS L REPAIR EXISTING CANOPY DECK 45 NOTED. M. INSTALL NEW CANOPY DRAIN PIPING. - N. INSTALL NEW CANOPY DECK 'CAPITAL" 45/5 REQUIIRED. O INSTALL NEW AND/OR MODIFY EXISTING COLUMN WRAPS :;RALJ-fslOTES.H 1 • • . . CONTRACTOR:15.TO PROV,IDE;ALIL LABOR AND MATERIALS NECESSARY TO P5550551 WORK 45 INDIOA.TED,•IN.THE PLANS., 2, :CONTRACTOR 15 TO VISIT si - rE , rRIO TO STARTING ',Jaw AND VERIFY •: ALL CONDITIONS. THAT MAY'AFFECT.THE PROJECT. CONTRACTOR SHALL CLEAN-UP AND HAUL AWAY ON A CONTINUOUS I BASIS, INCLUDING OUT NOT LIMITED TO ALL PAVING AND EXCAVATED SOILS 4 - CONTRACTOR SHALL NOTIFY 1 THE 01_4EIR 05 ANY EXISTING CONDITIONS NOT NOTED 'ON PLANIS•WHICH;UJOULD ADVERSELY AFFECT' THE PROJECT • 'PRIOR TO pROCEENG WITH THE LUORK 5- CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE ‘41BOVE OR BELOW tIE FILITT 005150 CONSTRUCTION W1-11C1-1 IS A RESULT OF 6,5 PLANS 4E NOT TO BE SCALED IF A DIMENSIONAL DISCREPANCY EXISTS, CON1,RACTOR IS TO NOTIFY" THE OWNER PRIOR TO PROCEEDING W10-1 TI-45 WORK AFFECTED - 1 • CONTRACTOR TO PROVIDE ALL ,TEFIPORARY SHORES AND BRACING NECESSARY TO MAINTAIN TI-15 STRUCTURAL, INTEGRITY OP THE FACILITY DURING CONsTRUCTION. SUCH` T.EMPORARY 55012150 AND BRACING SHALL MEET ALL APPLICABLE CODES AND ORDINANCES 5 CONTRACTOR SHALL BARRICADE AREAS FROM PUBLIC ACCESS WHERE WORK 15 BEING COMPLETED N ACCORDANCE WITH LOCAL CODES AND • ,'ALL TOSCO MARKETING COMPANY SUPPLIED EQUIPMEN4T SHALL ,BE : • ' DELIvERED'TO TI-1E CONTRACTOR'S '11.1AREHOUSE SHALL .• DELIVER SUCH EQUIPMENT DAMAGE-FREE TO THE JO e3 SITE 10. PRIOR TO EXCAvATION,DEf ERMINEAND VERIFY LOCATION OF LITiLITY • • SERVICES IN ALL AREAS TO EXCAVATED. .• II. 0-15 GENERAL CONTRACTOR SHALL' BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR 'INSPECTIONS ANIL: SHALL PAY INSPECTION FEES ASSOCIATED W1TH'THE 1150516 CONTRACTOR SHALL 05 E11 5O 5410 FEES , 12, THE GENERAL CONTRACTOR SHALL APPLY FOR, PAY FOR, AND PICK UP ELECTRICAL, 5 v.A.C. AND PLUMBING PERMITS. THE GENERAL CONTRACTOR'SHALL'BE REIMBURSED FOR SAID FEES 13: . ARCHITE,KTON SHALL APPLr :FOR ALL TI-E BUILDING, FIRE, ENVIRONMENTAL HEALTH ANDEGN PERMITS / REvIEWS REQUIRED. THE ,GENERAL CONTRACTORy514ALL: PICKUP SAID PERMITS, EXCLUDING THE SIGN FERMIT(S), AND PAY FEES FOR 54ME. THE SIGN CONTRACTOR .• SHALL-PICK .Up THE SIGN 04EGENERAL CONTRACTOR AND THE SIGN CONTRACTOR WILL 50 REIMBURSED FOR SAID FEES. • • 1 . • • 1 THE GENERAL CONTRACTOR SHALL PROVIDE THE TOSCO MARKETING COMPANY.UJITI-1 A CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH WOR<, PROVIDE A:QUALIFIED - JOB SUPERINTENDENT THROUGHOUT THE UJORK AND PROVIDE :TOSCO MARKETING COMPANY 1111T1-1 WORK AS,BUILT PHOTOS. 15. UNLESS STATED OTHERWISE, ALL -PROCEDURES, TESTING, MATERIALS: AND EQUIPMENT 541011N ON THE PLANS S4-IALL OE FURNISHED AND INSTALLED S1 THE GENERAL CONTRA6701R. 6. , UPON COMPLETION OF THIE.PROJECT CONTRACTOR SHALL PROVIDE 04055 SET OF PRINTS OF TI-IE FINAL CONSTRUCTION DOCUMENTS. ALL 45 BUILT" MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON 114ESE PRINTS. IT GC TO WARRANTY ALL WORK AND MATERIAL FOR 1 YEAR_ 71-ESE PLANS ARE SCHEMATIC ONLY. GENERAL SCOPE 15 DEFINED, HOWEvER, THE TOSCO MARKETING COMPANY RESERVES THE RIGHT TO ALTER OR EXPAND THE SCOPE OF WORK T1-1570560 MARKETING COMPANY LULL DIRECT ANY ADDITIONAL WORK THAT MAY BE fREQUIRED. 15.1 GC 15 RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS, LOCATING ANY UNDERGROUND' UTILITIES AND IF CONFLICT , EXISTS RE-ROUTING ANY EXISTING UNDERGROUND UTILITY LINES 45/15 NECESSARY FOR WORK PERFORMED. PROJECT INFORMATION SITE ADDRESS: 14415 PACIFIC HWY SEATTLE, WASHINGTON PROJECT ASSESSORS PARCEL NUMBER: 004000-0136-09 ZONING: NCC OCCUPANCY GROUP, BUILDING: M FUELING CANOPY, 53 SEPARATION REQUIREMENTS: LOT AREA: PERMIT JURISDICTION: APPLICABLE CODES: 00555: ARCHITECT: CONSTRUCTION MANAGEMENT: A •TOSCO 10 REBRAND PROJECT BUILDING. TO FUEL DISPENSING CANOPY FIRE SEPARATION NOT REQUIRED PER 50.6. SECTION 3112.3.2 4 TABLE 54. 26523 S.F. • 6154 OF TUKWILA 1751 UNIFORM BUILDING 6005 1551 UNIC ' 155 upc 34. STATE ENERGY CODE 1775550 1555 34 .STATE ACCESSIBILITY CODE PROJECT CONTACTS 4 understand that the Plan Check approvals are sutpect to efaUsandicanli%ionS a,r1 approval of plans does not authorise the violation of env adopted coda or ordinance. Receipt of con- tractor's copy of a proved /I ansacknowledged. --------- TOSCO MARKETING COMPANY 1500 N. PRIEST STREET TEMPE. ARIZONA 5525, CONTACT: JOHN PATIO, TEL: (502) 125-4165 52,7: (602) 125-5250 ARCHITEKTON 1255I'BEL-RED RD. Ste. 1I0 BELLEVUE, WASkINGTON 95605 CONTACT: TIM HALL TEL: (425) 631-1001 FAX (425) 531-100.5 QUALITY PROJECT MANAGEMENT 2109 503TH 4,31,4 STREET TEMPE, ARIZONA 55252 CONTACT: WARREN JOHNSON TEL: '5021453-0115 54x: 1502) 453-0115 TOSCO MARKETING COMPANI 3911 LEARY WAY N.W. SEATTLE, WASHINGTON 55103 CONTACT: LEIGH 6455505 TEL: (205)105-2331 FAx: 1205)105-2339 CELL: 1205,550-4455 TOSCO MARKETING COMPANY SCOPE OF .WORK SEE KEY NOTES. I. PROVIDE ALL ITEMS INDICATED AS 'PROV BY: 506: S 144th ST SITE-- A S 154th ST VICINITY MAP - N.T.S S SHIEET Trr,,E C.E. C0vER SLEET St, alTE PLAN (L-7: ' CANOPY FA5R,CATIGN,STRuCTuRA„_ CM. CANO, ELEvATONS CMPL11 cANcp, POWER AND LIG,INS PL., 5INI1 • 76 IIEJG SIGN DETAIL INSTALLATION ALL FIXTURES AND EOUIPMENT SuPPLEC AND INSTALLED 45 PAR CF THIS PROJECT MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE UNITED STATES OF AMERICA AMERICANS WITH DISABILITIES ACT OF 1950 AND THE STATE OF WASHINGTON STATE BUILDING CODE/CHAFTER 31 ACCESSIBILI, 5 IT 15 THE EQUIPMENT mANLIFACTuRER 5 SUPPLIERS AND INSTALLERS RESPONSIBILITY To ENSURE COMPLIANCE WITH 5410 STATUTES BOTH AS SUPPLIED 70 AND AS NSTALLED ON THE PROJECT SITE THE PROJECT 5..s LDINGS GENERAL CONTRACTOR 15 70 DETERMINE ALL LOCATIONS OF AND EXTENT OF 54155150 PLUMBING 450 ELECTRICAL SYSTEMS INvOLvED 15 THS PROJECT 450 VERIFY WHAT/THAT PORTIONS OF CR ALL OF SAD SYSTEMS CAN EE RE-45ED 45 PART OF THE PROJECTS REQUIRED PLUMBING OR ELECTRICAL SYSTEMS. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR 432 L Ap0iTi0N4L 532300150 AND ELECTRICAL WORK FOR PROjECT. COVER SHEET NO. DATE REVISED REV. BYI APP. t — CITYR7 ZwiLA Z1: i.T + SEf il 1999 PECI IT C7NTER Z ;71 L.. TOSCO MARKETING COMPANY A TOSCO 78 REBRAND PROJECT CITY OF ILS ICNILk APPRS 0 C 1 1999 1310136 P if SEATTLE, WA 'W0009 14415 PACIFIC HWY 12951 Bel-Red Rd, 110 Bellevue. WA 98005 OVA9P1007 T F 425 6371008 www,archilekton.com RCLAS61155 ARC TEC • 299219 N/A 5 2603154 B LISTON 7-2-99 PAU T HALL 7-2-99 ON /1 Al 51 oci9- 0-62 ExISTING CONVENIENCE STORE. 2, EXISTING FREEL.14,HIGHRISE - SIGN. U KE • NO • ES STRUC UREIT.E. IPME T & SIGNS 3.. EXISTING_ FUEL TNG CANOPY. "4. EXISTING AIR/WATER UNIT, - 5. EXISTING SITE LIGHTNG FixTURE ANC POLE. S. NOT USED EXISTING "AMENITY' UNIT, _.. S: EXISTING M.I.D. SIGN 9:. EXISTING CHANGEABLE PANEL SIGN,. I0. : EXISTING -FUEL DISPENSERS ON EXISTING FUEL ISLAND. 11 E /ISTING "SNAP - LOCK' SIGNS AND PORTABLE 12 . EXISTING" "SNAP- LOCK" FUEL PRICE SIGN. 13, EXSTINGTELEPHONE 1300TH: I 4, EXISTING BOLLARD 15. EXISTING PROPANE TANK/EQUIPMENT. 16. EXISTING. DUMSFTER. SOUTH 144TH STREET 5. -- -- NOT USED.. 10. - NOT. USED. NOT USED -: 12. -- NOT USED. a - NOT USED. r - 2a -o•' • IC FAINT NEW AND EXISTING FUELING CANOPY DECK ! LATE TC MATCH EXISTING.. 4 TMC IC INSTALL NEW STAINLESS STEEL DISPENSER SKIRTS, vALANGES' CANOPIES, SIDE PIECES IF, :NECESSARY AND ALL NEW DISPENSER GRAPHICS /IMAGE KIT. REMOVE'EXI5TII G "AMENITY" UNIT TO TOSCO SURPLUS AND INSTALL, NEW ."AMENITY UNIT, 6;.. 'C , 10 REVISE- BUILDING . INTERIOR DECOR AS NECESSARY TO CONFORM Ta NEW l6 STANDARD; INTERIOR DECOR /IMAGE l IC IC INSTALL NEW 'SELF' SIGNS ON SIDE OF EXISTING DISPENSERS. TO REPLACE SIGGNE; REMOVED WITH MONOCOLUMNS, MATCH E: :STING SIGN SIZE AND APPROXIMATE LOCATION: SDA1.1 0 KEY NOTES IMAGE ITEMPROV INST. TMC. TOSCO MARKETING COMPANY NO BY: BY: LC IMAGE CONTRACTOR IC REMOVE EXISTING BP GREEN FIELDS,: YELLOW. "BP a AND ACCENT STRIPES ON BUILDING ABOvE STOREFRONT. INSTALL NEW. 6 REFLEX BLUE BACKGROUNDS, USNG - APPROVED VINYL OR FAINT (HIGH SOLIDS POLYURETHANE, CN BUILDING ABOVE STOREFRONT. INSTALL NEW 16. SHACK 5 pP SIGN ON NEW BLUE BACKGROUND CENTER ABOVE ENTRANCE /EXIT DOOR, REMOVE EXISTING STREET NUMBERS AND REPLACE WITH NEW SIMILAR SIZED WHITE NUMBERS- MOUNTED ON.NORTH END OF STOREFRONT BLUE PANEL PAINT EX5TlP& BUILDING AND LIGHT POLE MOUNTED SNAP -LOCK SIGN FRAMES ANDY PORTABLE SIGN FAMES TOSCO LIGHT GRAY. PAINT ALL SITE BOLDS NDAIR/ WTER POST�TOSCO DARK GRAY (HIGH SOL P TUi ETW A NE PAINT ALL EXPOSED SIGN CABINETS AND SIGN SUPPORTS CF SIGN, FREEWAY - SIGN, FUEL PRICES' AND CHANGEABLE PANEL SIGN TOSCO LIGHT,.GR, • KEY NOTES SIGNAGE ITEMPRC✓. INST. SC- SIGNAGE CONTRACTOR - NO: ET' - EX: TMC TOSCO M ARKETING COMPANY -- 5C REMOVE ANC SCRAP EXISTING M.I.D„ FREEWAY SIGN F.E_ PRICES SIGN AND CHANGEABLE PANEL SIGN F-.CES 5C SC REMOVE EXISTING MAD_, AND FREEWAY SIGN BALLAST'S AND _.AMPS AND INSTALL NEW BALLAST'S AND TMC SC N5T TLL NEW SiGN FACES , N E /STING M.!,D. AND FREEWAY - SIGN INCLUDING T6 LOGO PANELS FUEL PRICING: PANELS 'SNACK SHOP PANELS AND LOTTO PANELS. TMC S. INSTALL NEW -3 -G: PANELS '.N EXISTING CHANGEABLE ,PANEL AND FUEL PRICES SIGNS. q � ckivof A??RO 0 c\ 13 1999 h� 1rUItU laING °NISI - — KEY NOTES AND TEMPRC'/ INST. = TOSCO MARKETING CC"^�•+N` NO BY: CC= CANON" CONTRACTOR 3. CC REMC /E AND SCRAP EXISTiNC- E‘._L NOSED CANOPY FASG'A5. CC CC INSTALL NEW 16 FUELING CANOPY FASCIA ON AL_ .DES CF EXISTING FUELING CANOPY, 5. cc CC INSTALL NEW 76 FUELING CANOPY FASCIA LIGHT TROUGH L!GI -IT FIXTURES AND CONNECT TO ELECTRICAL SER` /ICES. SEE CANOPY" POWER LIGHTING DRAWING CMPL!.I. a. 1 6, INSTALL NEW 16 "BUG" SIGN AND CONNECT - 1 - 0 ELECTRIcAL SERVICE. SEE CANOPY POWER AND LIGHTING DRAWING GMPL!.i_ TMC CC :INSTAL_ NEW T6 "COMET" VINYL GRAPHICS ON NEW 1 6 CANCP` : FASC'AS. SEE CANOPY ELEVATIONS. SCONNE = /iSTING = TP CAL SERVCE - E / •STING "BF SIGN LETTERS. AND 'NEON" ACCENT STRIFS AS /IF 0CCJRR!NG. SEE CANOPY F'O..UER AND _ C-HTINC- DRAWING CI C0 REMOVE EXISTING "BP' ANC 'NEON EOUPMENT TC TOSCO SuRPLJS_ CC REMG ✓E IwELCCME" SIGN AND REMO /E/MODIFY EXISTING VERTICAL CANOPY FACIAS AS /IF NECESSARY TO INSTALL NEW 15 CANOPY FASCIAS. ! \STALL NEW HEIGHT CLEARANCE DECAL ON BCT \E:.: ENTRANCE: E /.T FASCIAS 'F THE ` /EHIC_E CLEAR CE E C -T CF CANOPY ■5 LESS THAN CC DISCO ExISTING F__ C L SEPV - CE TO Ex.STING SPREADER E /ES RE CONDuCTGR NOT uSEC. AND ALL Ex-POSED NC - MC /E AND SCRAP E /'S TNG SPREADER BC /ES. TRIM E.-C, . CC R'E"IC ✓E AN: SCRAP EXISTING mONCCCL �MINS, 1 5. CC CC . NSTALL NEW WHITE PRE- FINISHED TRIM /REPAIR PANELS IN EXISTING CANOPY DECK AS /IF NECESSARY 7C CLOSE EXPOSED - IDLES ETC. RES'JL - NG FRO"' EXISTING MONOCOLUMN REMC• /.:L FASCIA ":CAT!CN AND DJE TC NEW OR , "' OD EXISTING DAMAGE. RUST. ETC. - CC- CC ,NSTALL NEJ CANOP7 DRAIN °IP'NG A5,1. I5_ CC CC INSTALL NEW "CAPITALS" / ENCLOSURES FOR NEW AND /CR E /ISTING EXPOSED CANCP` DRAIN PIPING 4S/IF NECESSARY, CC CC INSTA NEW AND /OR MODIFY EXISTING COLUMN WRAPS :ACM OR IS G4 GAL ✓. SHEET METAL / FAINTED AS /IF NECESSARY TO ENCLOSE NEW INC E /.!STING COLUMN, CANOPY DRA'N PIPING, - _LECTR!CAL CONDU T, ETC_ NO.1 DATE ' REVISED REV. BY] APP. ��. : I RE EIVED CITY O TUI<V ILA L t SEP t Il 1�HH9 I-- PERM IhNi :R TOSCO MARKETING COMPANY I. 5s A TOSCO 76 REMAND PROJECT 14415 PACIFIC HWY SEATTLE, WA 12951 Bel -Red Rd, 110 Bellevue, WA 98005 425 637.1007 T F 425 637,1008 www.erchItekton.com REGISTERED 2603154 B LISTON 7 -2 -99 - T. HALL 7 - - 99 c0 SD A 1.1 W New Fascia Plan SCALE: 1/4 " =1' -0" (4) 1" DIA x 24" Headed Anchor Bolts, � (or Staked Nuts) MM. of 18' Embedment \ w/ 2" Min. Grout Below Basepiate. Canopy Section SGAt E ,1/4 "=1' -0" -Note: If the Existing Footings Are deed, tt is the Responsibility.: of The Owner / Contractor to Ensure That They Have The Minimum Sae Rolnforeing And Andtor Botts As Shown Hereon. 11tittss 1 �•_ rim 1 11i 111-111 111- Il =III M� = ill ill lil �lll I 11 I i -1 T I i I I rr �I 1I li a I __IIY (3) f13 Closed FJb W 'dh CenOsr Cr oss Tiee•As Shwn (8) i Bars Vert. w/ 1' Hook Top. Remove:F.xisting 42• "B. P` Flat Pestle Replace w/ New 48" 'Feeds Remove Existing 42 Bullnose; Fascia Replace w/ New 48• Feeds ACM Fascia 2Oga. Flashing Z' 2" x 1" x 18 GA Q 48" 0.C., Z,2"x1 "x18GA @48 "O.C. 14"x 2 x 18 GA Panel C48"OC. 7"•x 1" x: ?,8'GA x 40' �-'@ 48" #14 TEK screw@ 12" O.C. (2) Scte*s C9 Ext. End 20ga. Steel Gutter hac�ae tion tea. \I b ary \det ( \f ro \Neo7 on 3. The purpose of this plan 18t° remove the existing fascia system and replace it "with'a new fascia system. The new fascia system is lighter than the existing ,t srefere, the gravity load system of the canopy is not affected. The height taf the new .fasaa is 6" greater than the existing, thereby increasing the lateral wind loads by only a small amount. This plan and associated calculations are only for the purpose of determining any modifications related to that increase in the wind load. The structural members and their connections have not been checked for their ability to support gravity loads. This plan does not intend to imply structural adequacy the existing structural design aiructural members and their connections. It is the responsibility of the owner to, correct any deficiencies related to existing support of gravity loads. 4.,Design Loads: R.aof Live 20 PSF - Snow ` 25 PSF Wind 80 mph, Exposure B 5. ,Foundation: : Existing Footing Soil Type: Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel Foundation: Spread footingson natural or compacted soil. Design Bearing Value = 1500 psf 6. All structural steel shall conform to ASTM A -36: Square steel tubes shall conform to ASTM A500, Grade B. Al t bolts shall conform to ASTM A307. All welding to. be, performed by WABO'orqualified certified welders. per UBC Chapter 22, Section 2250 using E70XX electrodes. 7. The roof deck shall be ASTM A446 and shall be equal to or greater than the following specifications: 20 gage, Grade C, +S/ft = .3542, -S/ft = .2361. Prtyect r 'o. 19818 74th ,N,'E Miogbn WA 96223 C40)4735-2921'7 x800) 8.98221,1 Fax: (360)4353617 e1,Y'AW) BY ukanr la 76; Site #30116 42 "-0 " x 51 CANOPY 14415 Pao Tukwila,' Washing)on RECEIED CIN OF TU SEP 1 0 1999 PERMIT CENTER Sheet 1CM1.10f, -2 J CHECKED BY:. JEP North Canopy Elevation SCALE: 3/8 " =1' -0" South Elevation Mirror Image' SCALE: 3/8 " =1'-0" West EIBVation`:Mirror image . Ro L BEST �� ' -INC. t Y IM F 19818 746 Ave. N.E., Arlington, WA 9822? (360)435-2027 - (800) 8298211 Fex: (388)4353817 Tukwila - 76 Site #3011 42'' =0" x.51' -8" CANOPY 14415'PactlioHwy. Tukwila, Washington 3 CITY OF TU1 'N(!A APPROVED O CT 1 3 1999 2' tf this line Is not to scale, then DravAng is reduced. Do not scale RCEIVED CI1V E OF TUKWIIA SEP 1 0 1999 PERMIT CENTER DR\W1dBY: Ea641Mn -. CHECKED BY: JEP i i • a Y ° FACE. OF A.C.M. FASICA 10 1/8 - 8 — 8 3/8 8 -- 5 --� / / i �\ SEE INSTALLATION .I I I ' ) / g NOTE I N \ \ / / 0 CO; \ \ Li IA CC Cr I : t o Z_ Z Q Q Z Z W W --,-, N M 10 1 ' L \ / a SPECIFICATIONS 1 AREA IN SO FT: A: 7 SO. FT B: 4.9 SO FT 2. LUMENS: 8040 3. LUMENS PER SQ FT: 1149 4. VOLTAGE: 110 VAC jU�h @JtLA 5. TOTAL CONN. LOAD: 1.9A CITY OF E A _ 6. CIRCUITS: 1-20 AMP. N V? 1 Q INSTALLATION N O E. 7. SIGN IS TO BE WIRED WITH 14 GAGE L_ AWM 105C PER DIAGRAM ON BALLAST. 00 13 999 TO 12 ELECTRICAL LEADS BE GAGE MTW. WIRE. SIGN IS TO BE SECURED TO A.C.M. FASCIA WITH SIGN BE GROUNDED Wr l 14 GAGE ;, C1 N pFETUKWILA VVIR GREEN WIRE. 11,; Irac o vlsloN 8 MATERIAL SPECIFICATIONS: SEp t p 1999 i ALUMINUM SHAPES 6063 -T5 g (4) 3/8 IN. DIAMETER BOLTS /NUTS /WASHERS ALUMINUM SHEETS 3003 -H14 PERMIT CENTER THROUGH A.C.M. FASCIA AND 3/4 IN. PLYWOOD STEEL SHAPES A9TM A36 STEEL SHEET P.STM A59i BACKING. PLYWOOD BACKING IS TO BE EITHER: STEEL TUBE A500B 9. MAXIMUM M LOAD DESIGN WIND LOAD: 30 LBS 30 N. X 30 N. (FOR 30 N. DIAMETER .SIGN) OR iG. . EST. `HEIGHT OF. CRATED 72 2 LBS ATED'TED' SIGN: 50 LBS �i ■�J q 131 36 IN. X 36 IN. (FOR 36 'IN. DIAMETER SIGN) 11. GRATED VOLUME OF SIGN: 17.9 CU FT EST. W 1 2: OVERALL DIMENSIONS OF SIGN: AND CENTERED ON THE SIGN. WDTHT36 3 IN ACE. 1 WITH N DEPTH WITH FACE: ' 10 IN DEPTH WITHOUT FACE: 5 IN. - 13. TOTAL. LENGTH OF WELD REQUIRED 18 IN. - - 14. TOTAL 'LENGTH OF WIRE REQUIRED 648 IN PLASTI -LINE, INC: P .O . X 5904 BO KNOXVILLE, TN 37950 -9043 DSGNR: VAL DATE:. '' 9-25 -97 SCALE: N/A DR'N BY VAL DATE: 9 • -25 -97 APP D:.BY --•. CH'K BY ------ DATE: — - - - -- DATE: • ,. .L DESCRIPTION. 36 "/ 30' 'J!A DOME WALL SIGN . `. .. .. PROPERTY LINE„ INC. NOT TO BE DUPLICATED. cusTOMER: TOSCO / UNOCAL 76 UNSPECIFIED 'RADII, = :015 R ^ TOLERANCES: ALL DIM ARE IN INCHES UNLESS' OTHRWISE SPECIFIED. .XX =1.03 :XXX =1.015: ;ANGLES =t1• ',- SHT 1 OF 1. DRAWING NO. . � ] C O 6'2 ;3 ANC L AMPS, SIGNAGE CONTRACTOR SCOPE OF WORK $E KEI NOTES. R_F'MCvE AND SCRAP EXISTING M.I.D.; FREEWAY. FUEL PRICES AND CHANGEABLE SIGN PANEL SIGN,FACES RE•MC✓E AND RE PLACE EXISTING M ANC FREEWAY SIGN BALLASTS NST. __ NEW SIGN FACES N EXISTING M:G, FREEWAY FUEL PRICES aND C- A \GEAe E PANEL SIGNS, IMAGE CONTRACTOR SCOPE OF. WORK SEE KEY NOTE'. A. REMOVE EXISTING GREEN FIELDS AND YELLOW SIC -N LETTERS FROM BUILDING AND CARWASH, INSTALL NEW "REFLEX BLUE" BACKGROUND AND NEW SIGN LETTERS CN BUILDING AND CARWASH, C. PAINT EXISTING SNAP -LOCK SIGNS. D. PAINT ALL SITE BOLLARDS AND AIR/WATER UNIT. . E. FAINT EXPOSED' SIGN CABINETS AND SUPPORTS. F. PAINT NEW AND EXISTING CANOPY DECK G. NOT USED. NOT USED. INSTALL NEW FUEL DISPENSERS STA NLE55 STEEL SKIRTS, VAL -,NGE '.. CANOPIES, SIDE PIECES AND ALL NEW GRAPHICS REMOVE AND REPLACE "AMENITY" UNITS. K REVISE INTERIOR DECOR L. INSTALL "SELF' SIGNS. SEE KEY NOTES A:. DISCONNECT ELECTRICAL SERVICE TC EXISTING "BP" SIGNS AND NEON' ACCENT STRIPES • REMOVE EXISTING "BF" SIGNS AND NEON ACCENT STRIPES EQUIPMENT • REMOVE EXISTING "BULLNOSED" FASO' -S • REMOVE EXISTING "WELCOME SIGN (6 ∎- E INSTALL NEW 76 FASCIA CN ALL 4 SIDES OF EXISTING FUELING CANOPY, INCLUDING LIGHT TROUGH LIGHT PI /TURES ETC NSTALL' NEW '6 BUG' SIGN AND CONNECT TO ELECTRICAL SER /ICE G. INSTAL L, NEW'' 10 'COMET' /IN`"L GR.LP,CS H. INSTALL NEW HEIGHT CLEARANCE ST, 1F REQUIRED I. DISCONNECT E /ISTING SFREAD ER BO/ES =ROM ELECTRICAL SERVICE 4NC REMOVE CONDUCTOR ..')INC • CONDUIT REMOVE E /ISTIN'G SFRE =O E0/E3. L TC K. REMOVE AND SCRAP EXISTING MCNCCOLUMNS • REPAIR E /IST',NG CANOPY' DECK AS NOTED M" INSTALL NEW CANOPY DRAIN PIPING V. ',STALL NEW CANOPY DECK 'CAPITAL" AS/,F REQUIRED • INSTALL NEW AND/OR MODIFY EXISTING COLUMN WRAPS TOSCO MARKETING COMPANY SCOPE OF WORK ALE COPY I understand that the Plan Check approvals are suleect to errors and omissions and approval of plane does not authorize the violation Of any adopted coda or ordinance. Receipt uaator's copy ofa proved ans acknowledged armlt No REVISED TOSCO MARKETING COMPANY A TOSCO 7E REBRAND PROJECT 4415 PACIFIC HWY SEATTLE, WA rose. INGTeN COVER SHEET 299219 N/A 2609154 • B LISTON 2.2 ^99 LEGAL DESCRIPTION PARCEL is THAT PORTION OF LOTS I1, AND .12, ; BLOCK 2, ADAMS HOME TRACTS, A -CCORD ING TC THE PLAT THEREOF RECORDED IN VOLUME Il OF PLATS, PAGE 3' .. , RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED 45 FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY - MARIN GF PACFfC HIGHWAY SOUTH ,STATE HIGHWAY NO 1) AND THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH. 2010.'11 " - WEST ALONG SAID WESTERLY MARGIN 19141 FEET TO THE SOUTH LINE OF THE NORTH 15500 FEET OF SAID BLOCK • THENCE NORTH 51'35'33" WEST ALONG SAID SOUTH LINE 30.00 FEET; THENCE NORTH 53'27'43 WEST.12125 FEET; THENCE NORTH 1'05'15" EAST • 120X70. FEET: TO THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 8735'33" EAST ALONG SAID NORTH LINE 193.36. FEET TO THE POINT OF BEGINNING, (ALSO KNOWN AS LOT A OF TUKWILA LOT LINE' ADJUSTMENT NO. 90 -I ELA) Site Ta:c Pa,cel No's 004000- 0136 - ©9 GENERAL NOTES CONTRACTOR IS TO PROVIDE: LL LABOR , M ERA=S N= CESSAR, TO FEORM WORK AS INDICATED .11-E PLANS. CONTRACTOR. IS TO VISIT SITE PROR TO STARTimi ;DORK AN:, V= < F:' ALL CONDITIONS. THAT r14 ATECT " THE P icO.ECT- 3_ CONTRACTOR SHALL CLEAN -UP AND HAUL AWAY DEBRIS ON A CONTINUOUS BASIS, INCLUDING' BUT NOT ilimiTED TO ALL P =- 1.:: AND EXCAVATED SOILS.- - CONTRACTOR SHALL NOTIFY THE OUSTER CF ANY XIS:ING CO D, T Ems' S NOT NOTED ON FLANS WHICH WOULD ADVER5ELY AF: =C Ti - c0r_CT PRIOR TO PROCEEDING WITH' THE WORK CONTRACTOR I& RESPONSIBLE FOR ALL E (ASOVE CR BELOW GRADE) TO THIS FACILITY'DURIN'G CONSTR ION uA,C- IS A S.s_T CP THE CONTRACTOR'S ACTIVITY: - PLANS ARE NOT TO. BE SCALED. IF 4 DIMENSIONAL DlS�cPA.NC " EXISTS, CONTRACTOR. 15 TO NOTIFY THE OWNER PRIOR TO °,cC WITH THE WORK AFFECTED.. CONTRACTOR TO PROVIDE. ALL TEMPORARY "SHO AND B ^ ",;:' NECESSARY TO MAINTAIN THE STRUCTURAL INTEGRITY O- T' I DURNGI CONSTRUCTION, 5UC1 -1 TEMPORARY". SHORIN 6N .D � SHALL MEET ALL, APPLICABLE CODES. AND ORDINANCES CONTRACTOR SHALL BARRICADE AREAS FROM.. P,,SL :C ACCESS' WHERE WORK IS BEING COMPLETED N ACCORDANCE] WIT- LOCAL CCU S 4NL ORD INANCES ALL TOSCO MARKETING COMPANY SUPPLED EQUIPMENT 'SHALL BE DELIvEREG, TO THE CONTRACTOR'S WARE -4a H- CONTRACTOR SAL_ DELIVER SUCH EQUIPMENT DAMAGE -FREE TO THE JOB SITE PRIOR TC EXCAVATION, DETERI'IINc AND VERIFY.. LOCATION OF UT'._TTY SERVICES IN ALL AREAS TO BE'' EXCAVATED. THE GENE CCNRACOR SHALL, BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK. CONTRACTOR SHALL BE REIMBURSED FOR SAID FEES. THE GENERAL'. CONTRACTOR SHALL APPLY FOR, PAY FOR, AND PICK 'UP ELECTRICAL, Li.v.A,C. AND PLUMBING PERMITS. THE GENERAL CONTRACTOR' SHALL BE REIMBURSED FOR SAID FEES. ARCHITEKTON SHALL APPLY,FOR ALL THE BUILDING FIRE. ENVIRONMENTAL HEALTH AND SIGN PERMITS ; REVIEWS REQJ RED E GENERAL CONTRACTOR SHALL PICKUP SAID PERMITS..ExCLUCING ' -E SIGN PERMIT(S). AND'PAY FEES. FOR SAME. THE ,SIGN CONTRACTOR SHALL PICK UP THE SIGN PERMIT( E). THE GENERAL CONTRACTOR AND THE .SIGN CONTRACTOR WILL BE REIMBURSED FOR SAID FEES. 14. THE GENERAL. CONTRACTOR SHALL PROVIDE THE TOSCO MARKETING COMPANY' .WITH A CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH WORK, PROVIDE A' QUALIFIED JOB SUPERINTENDENT THROUGHOUT THE WORK AND PROVIDE: TOSCO MARKETING COMPANY WITH WORK-IN-PROGRESS AND. AS -BUILT PHOTOS. 5, UNLESS STATED OTHERWISE, ALL. PROCEDURES, TESTING; MATERIALS AND EQUIPMENT SHOWN ON ,THE PLANS SHALL BE FURNISHED AND INSTALL ED BY THE GENERAL CONTRACTOR. I6. UPON COMPLETION OF THIS PROJECT CONTRACTOR SHALL PROVIDE OILNER WITH 4 SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS ALL "AS BUILT" MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF 'ALL SUBCONTRACTORS, SHOULD EE :CLEAEL NOTED ON THESE PRINTS. GC TO WARRANTY ALL WORK AND MATERIAL FOR ! YEAR. THESE PLANS • ARE SCHEMATIC ONLY. GENERAL SCOPE IS DEFINED, HOWEVER, THE TOSCO MARKETING COMPANY RESERVES THE RIGHT TO .ALTER OR EXPAND THE SCOPE OF WORK, THE TOSCO MARKETING COMPANY WILL DIRECT ANY ADDITIONAL WORK. THAT MAY BE REQUIRED. GC 15 RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS, LOCATING ANY UNDERGROUND UTILITIES AND IF CONFLICT EXISTS RE- ROUTING ANY EXISTING UNDERGROUND UTILITY LINES /IF NECESSARY FOR WORK PERFORMED. NY PORATION JECT PROJECT INFORMATION GTE LIDDRESE, 415 AC ,C HWY .U- .SWING T C\ PROJECT- <. TOSCO 16 REBRAND PRO.IEC' L- <S MARC. NUMBER: 004000 -0 36 O_ ZONING, NCC OCC.PLVC`" GED,: YP. =R2. 'CN REQ„ EE ENTS: LOT AREA: PERMIT JUR :$D'C'iON, 4PPL;GAS�E CODES: GU- NER: UELINC- CANCP` 53 BJILD NG Tc PJEL DEFE,SNG C NOP` EIRE SEPARATIoN NCT R_QU'RED PER u. .C. SECT.ON �._ ABLE S-_ 25523 199' UNIFORM BUID'NG CODE 991 UMC 1551 UPC 1 995 U. STATE ENERGY CODE 99 N =C 555 WL . 'STATE ACCESEBILI — CODE PROJECT CONTACTS • ARCH TECT: CONSTRUCTION ^'- 1NAG FIELD' CESERVAT',Or;: TOSCO MARKETING CCE EON''" ''.50O N. PRIEST 'STREET TEMPE ARIZONA 852e: CONTACT: JOH\ PAT TEL: (6C= ' 728 -4'165 FA /: SO2 , 728 -S250 4RCHCEK'CN 1295'BEL -RED RD. Ste. 'IC BE_LE/UE. W4SHNGTON 95005 CONTACT- TIM HA'_L TEL: ''4 25 3 I!O0 FA/ i 425)6 7 -1003 QUALIrI PROJECT MANAGEMENT 2109 SOUTH 48TH STREE TEMPE, ARIZONA 55252 'ONTACT: WARREN JOHNSON! TEL: '602! 453 -0175 FA /: ( 602) 453 -0116 TOSCO MARKETING COM=LNY 3917 LEAR WAY N.::.. SEATTLE, ;LASHING ON 52'07 CONTACT: LEIGH CARLSON TE F4/ :,_06 -05 2339 CELL 205 ■ 550 -4455 1, SHE E. • SEATTLE— TACOMA INTERNATIONAL AIRPORT VICINITY MAP I F, /T,:RES AND EQLIPMEN-' S,iPP_'ED AND INSTALLED 45 PAR = THIS PROJEC MUST COMPLY" TH APPLICABLE C .J.. ALL REQUIREMENTS OF THE UNITED SATES OF AMER:C.= 'AMERICANS WITH DISABILITIES ACT CF 1990" AND THE STATE OF WASHINGTON "STATE BUILDING CCDE•CH4FTER 31 ACCESSIE,LI0 I5 THE EQUIPMENT M'NUFDCTLRER'S, SUPPLER'S. AND ',INS' =LLERS RESPONSIBILITY TO ENSURE COMPLIANCE. WITH 5AID S'A'u'ES BOTH AS SUPPLIED 70 AND A$ .NS',ALLED ON THE PROJECT 5 '.N THE PROJECT E'.: •_DINGS GENERAL CON RACTOR 15 TO DE"EEENE ALL LOCATIONS OF AND EXTENT OF E /IST'NG PLUMBING CND ELEC R :CAL SYSTEMS NVOL'✓ED IN TICS PROJEC AND VERIFY 1,47, 1 4"1 PORTIONS C. CR ALL OF SA.O SYSTEMS; CAN DE RE -USED AS PART CF THE PROJECTS REQUIRED PLUMBING CR ELECTRICAL SYSTEMS. GENERAL CONTRACTOR 'WILL BE RESPONSIBLE FOR .4,,1, ADDITIONAL PLUMBING AND ELECTRICAL WORK FOR PRC S 144th ST S 154th ST SITE 12931. B& Red Rd. 110 --•- -^ Bellevue, WA 99005 f3 +1k G NG C;T a5iYhoo1 r F 425 8371008 warchlleklon,0061 Q 9 Oj '518 SHEET INDEX 1 HALL 00 /ER S -EE STR:JCTLRA_ N.T.S. CS1.1 REV 8'1'I AF'?, RECE ED Crr Y OF UKWILA SEP t 1999 PEFIM,IT_cl NTER 2.99 Dc19-05"D8 \ KEY 1 • STRUCTURES. EQUIPMENT & SIGNS 5. EXISTING' SITE ..G. -TING FIxTU E A:N. POLE. NO' USED EXISTING "AMENITY'' UNIT. EX SIGN. EXISTING CHANGEABLE PANEL SIGN. E!X.STINAFUEL DISPENSERS O ISLAND 1EX'STING •'SNA SIGNS ':AND PORTABLE', SIGNS, E -LOCK' WEL !'R'CE SIGN. EX.ST1 NG TELE°.kONE. BOOTH EXtSTING BOLLARD; EX STING PR.'! 'TANKjEOURPMENT, EXIST F.4 EXISTING CONVENIENCE .STORE. EXISTING FREEWAY HIGHRI$E - SIGN.. EXISTING FUELING CANOPY. EXISTING AIR/WATER UNIT. ITEMPROV. INST. TMC ='TOSCO MARKETING COMPANY NO BY: BY IC IMAGE CONTRACTOR I. IC REMOVE EXISTING BP GREEN FIELDS, YELLOW SHOP, ANp ACCENT STRIPES ON BUILDING ABOVE STOREFRONT.' 2. IC IC INSTALL NEW IS REFLEX BLUE BACKGROUNDS, USING APPROVED VINYL OR PAINT <HIIGH 'SOLIDS . POLYURETHANE, ON BUILDING ABO ✓E STOREFRONT, IC IC INSTALL NEW 16 SHACK SHOP SIGN ON NEW BLUE BACKGROUND- CENTER ABOVE ENTRANCE /EXIT DOOR G REMOVE EXISTING STREET NUMBERS AND REPLACE WITH NEW SIMILAR SIZED WHITE NUMBERS-MOUNTED ON.NORTH END OF STOREFRONT BLUE PANEL. IC PAINT EXtSTWNG BU LDING AND LIGHT POLE MOJIVTED SNAP -LOCK SIGN FRAMES AND PORTABLE SIGN FRAMES TOSCO LIGHT GRAY, IC PAINT .ALL SITE BOLLARDS ANp AIR/ WATER POST TOSCO DARK NIGH SOLIDS POL1''URETWANE, C PAINT ,ALL 'EXPOSED SIGN CABINETS1 AND SIGN SUPPORTS QF M.ID,.SIGN FREEWAY SIGN, FUEL PRICECi•SIGN h1ND 1. CI 4NGEALLE PANEL SIGN TOSCO LIGHT GR41 SOUTH 144TH STREET C PAINT NEW AND EXISTING FUEL',.IG CANOPY DECK WHITE TO MATCH EXISTING. 9. NOT USED. I©, -- NOT USED.' 11. NOT USED. NOT USED NOT USED, I4,. TMC IC INSTALL.. NEW STAINLESS STEEL DISPENSER SKIRTS, VALANCES SIDE PIECES IF NECESSARY ANC ALL NEW DISPENSER GRAPHICS /IMAGE KIT, I5. - /TMC IC 'REMOVE •EXISTING ( AMENITY ,UNIT TO TOSCO SURPLUS AND INSTALL NEW AMENITY' UNIT. 6,1 C. IC REVISE BUILDING INTERIOR DECOR Ad NECESSSART' TO CONDO 110 NEW 16 STANDARD INTERIOR DECOR/IMAGE' 1. 1 IC IC 1 INSTALL NEW ^SE,LF" SIGNS ON SIDE IO1' E,XiSTING p ISPENSERS TO REPLACE SIGNS: REMOVED WITH MONCJCOLUMNS, MATCH E:IcISTING SIGN SIZE AND APPROXIMATE' LOCATION.'' ITEM PRCV, INST. SC: SIGNAGE CONTRACTOR NO: BY: BY: TMC. TOSCO MARKETING COMPANY SC SC SC TMC SC TMC 9C REMOVE ANP SCRAP EXISTING M.ID., FREEWAY SIGN, FUEL PRICES SIraN AND CHANGEABLE PANEL SIGN FACES. REMOVE EXISTING M.'. D. AND FREEWAY SIGN BALLAST S AND LAMPS', AND INSTALL NEW BALLAST'S AND LA`^PS: INSTAL. NEW SIGN FACES IN E /ISTING MI.D. ANC FREEWAY SIGN, INCLUDING: 16 LOGO PANELS, FUEL PR CING PANELS. SNACK SHOP PANELS AND LOTTO PANELS. INSTALL NEW SIGN PANELS N E /ISTING CHANGEABLE PANEL AND FUEL PRICES SIGNS. N01 DATE L TOSCO MARKETING COMPANY A TOSCO 7E REMAND PROJECT 14415 PACIFIC HWY SEATTLE, WA REVISED 12951 Sel -Rep Rd, 110. 0,li. e, WA 90005 425 037.1007 T F 400 a3E,100q rlw..mahltekten.ae a REV. BY, APP, RE EIVED •c TY 0 7U ILA SEP. I.fLJ': SDAt 1" 020", 1' HALL 7.299 -II KEY I V® 1 6✓ AND L DISPENSERS =RC' ✓. 'NST. TmC. TOSCO MARKETING COMPANY' NO: BY: BY: CC= CANOPY CONTRACTOR -- CG CISCONNECT EXISTING ELECTRICAL SER/!CE TO E /1ST'.NG 'BP' SIGN LETTERS AND "NEON" ACCENT STRIPS 4.5 /IF OCCURRING. SEE CANOPY POWER AND 1_1Gi-I'ING DRAWING C PL.!''. -- 00 REMOVE E /IST,NG "B=" SIGN LETTERS AND "NEON EOLPMENT 10 TOSCO SuRPLJS. 01: EMC /E ANC SCRAP E /'ISTING BULL NOSED CANOPY T0SC'AS- CC EMC /E " WEICO" 'E" SIGN AND REMO/E/MODIFY EXISTING VERTICAL CANOPY FACIAS AS /IF NECESSARY TO INSTALL NEW 16 CANOPY FASCIAS. CC CC INSTALL NEW 10 F::ELING CANOPY FASCIA ON ALL SIDES OF EXISTING, FUELING CANOPY CC CC INSTALL NEW iI6 FUELING CANOPY FASCIA' LIGHT TROUGH LIGHT FIXTURES AND CONNECT TO ELECTRICAL 'SERVICES. SEE CANOPY POWER AND LIGHTING DRAWING CMPLI.I. TMC CC INSTALL NEW 70 "BUG" SIGN AND CONNECT TO ELECTRICAL SERVICE: SEE CANOPY POWER' AND LIGHTING DRAAJING CMPLII. TMC CC INSTALL NEW 16 "COMET" VINYL GRAPHICS ON NEW 76 CANOPY FASC1A5. 5EE CANOPY ELEVATIONS. TM0 00 INSTALL NEW HEIGHT CLEARANCE DECAL ON BOTH NEW ENTRANCE: EXIT 16 FASCIAS IF THE ` /EHICLE C_E R :\ICE .,E'.G-,T OF CANOPY IS LESS T: -J<.N CC DISCONNECT E /ISTING ELECTRICAL SERVICE TO E /ISTING- SFREACER 6C /E5. REI"'C':E 'CONDUCTOR NOT USED ANC ALL E /POSED CONDUIT. Cc REMO /E AND SCRAP E /'STI \G SPREADER 00 /00, VALANCES, TRIM E CC REMC VE AND SCRAP E /ISTING "'QNOCCLAMNS. CC CC '\STALL NEW WHITE FRE- FINISHED TRIM /REPAIR PANELS IN E /15TNG CANOPY 0E0K AS /IF NECESSARY 70 CLOSE E /PCSEC HOLES ETC. RESULTING FROM E /IST'ING MONOCOLJMN REMOVAL F45CI4 ^'!ODIFICAT'.CN AND 0 A TO NEW OR E /ISTING DAMAGE, 01.15T, ETC. 14, CC CC 'INSTALL NEW 000001 DRAIN PIPING A5 /'F NECESSARY, 15. 00 CC INSTALL NEW CAPITALS / ENCLOSURES FOR NEW AND ■0R EXISTING- EXPOSED CANOPY DRAIN PIPING A5 /11 NECESSARY. 1 6. CC CC INSTALL NEW AND /OR MODIFY E /ISTING COLUMN WRAPS i ACM 00 IS G4 GALV, SHEET. METAL PAINTED I A5 /1 NECESSARY 10 ENCLOSE NEW AND EXISTING COLUMN, CANOPY DRAIN 01PiNG, ELECTRICAL CONDO: T, ETC. 9 fl : New Fascia Plan SCALE:. 1/4 " =1' -0" (4) 1" DIA x 24" Headed Arm eon. or staked Nuts) MYr: of 8" Embedment wt 2• Mec grout aetow, i3aeepies Note: f Ibe Exleting Footings Ira Used, It Is the Respoos tIfy of The Owned Contractor ''to Ensure That They Heve The Minimum Stet. Reinforcing And Anolar BCRs AM.Stawn Hereon. • ACM Fascia .. 2Oga., Flashing s 2 x 1 x 18 GA @ 48 "'O C. . Z 2"x1 x18GA @48 O.C. 1ri "X $"x 18 GA Panel © O C 7~x "x1.8GAx40" 487I O C 3. T1ie-purpos of this plan isto.remove the existing fascia system and replaceYit with a new fasca system„ The new.fascia System is tighter than the extstfng; therefore the gravity load sy of the canopy is,not affected. Th e.het g htrof the new fascia' is 6 greater than the existing; thereby increasingffte Lateral wind loads by only.a small amount This an and associatedcalculations are only fo a` purpose;ofdeteimining any "m od related to that increase in the wind' toad. Th structural ' , members and :their connections, have not been checked far t eir abil ityto support gravity loads. This plan doesnot intend to imply structurafadequecy,' of the existing•structural design•orstructural mernbers their connections. 'It is the responsibility of the owner tp;correctany deficiencies related`to exttngsupport gravity loads 4. Design Loads:' Reef ive ' ;'20 PSF " Snow ' 25 PSF= Wind 80 mph; Exposure B 5. Foundation;, Existing Footing SoilsType ,Sand Silty Sand Claye Sand, Silty Gravel or Clayey Gravel 'Foundation. ;Spread footings on natural or compacted soil Design Bearing Vales = 1500 paf 6. All structural steel shall conform to A -36. Square steel tubes shall conform to ASTM A500; Grade B. All bolts shall conform to ASTM A307. • All ,welding to.be performed by <WABO or qualified certified welders per UBC Chapter 22, Section 2250 using E70XX electrodes. ' 7. The roof deck shall be ASTM A446 and shall be equal to or greater than the following specifications: 20 gage, Grade C, +Sift = .3542, - Sift = .2361. Dale ^af07199 Revisions: Lravtcs:Sur aa� 1+ w7lki+✓ w .Iwe,r. I�i a.±in.` "Mye; eA1.�lifiV•k.aµ4M��r.•� ^v.: rop Fascia North Canopy Elevation SCALE: 378 " =1' -0 South Elevation Mirror Image East . Can Elevation , ,. 8181' -0 -0 apiation .. Minor Imo! 19'-4 ir Fiat ACM Fasda Rat ACM Fascia P. 3 UV OF 0 CT 1 3 1999 "' 4, iii .DING DIVISipN Shia he is not to snb, then Drawing le redulsd. 00 not scbia WS MOM, r.e.Arrwtop. (3I) 4354921 . 0029-0211 Foz. 000) 435.301Y la - 76 Site #30116 CANOPY 14415 Pala Hwy. ECEIVED CITr R OF TUI,WIYA SEP 9 0 9999 PERMIT CENTER Pmis 9515'' --- T . .-- -- . . , - • . ,- - . , . f. , _._. FACE OF A.C.M. FASICA • ' . 10 1/8 1 1 . . 8 - ■ 8 3/8 - 8 T . . • ,...., ..------ ---, 1 11/ N INSTALLATION / Ell NOTE ------ / Nil \ * 0 \ k, \ , 22 . ti I ' i t \ T I z . z z .....,-- ' Z _Z NI NI, ,..`••■ . c0 \ . `—' • CO ,•,) . • c0 `,.. 0 NI 66 I 0 1 1 L i / • / \ \ istmems. / , / / \ 1 , • , , , • •,. ....., - — 7 ,„2, 7 ......>",--" _-- -- 0 . . SPECIFICATIONS 1 AREA IN SO F 1 . A: 7 SO FT B; 4.9 SO F T 2. LUMENS: 8040 3 LUMENS PER SD FT; 1149 4 VOLTAGE: 110 VAC 5 TOTAL CONN. LOAD: 1,9A C\1 01 1011.A 6. CIRCUITS 1-20 AMP p V 1' 11 0\ ' INSTALLATION NOTE: 7. SIGN IS TO BE WIRED WITH 14 GAGE AWM 105C PER DIAGRAM ON BALLAST. 00 ‘ '3 1999 I' ELECTRICAL LEADS TO BE 12 GAGE mrw WIRE. SIGN MUST BF GROUNDED WITH 1 4 GAGE CITR • • SIGN IS TO BE SECURED TO A.C.M. FASCIA WITH GREEN WIRE. 8 MATERIAL SPECIFICATIONS. ---- (4) 3/8 IN. DIAMETER BOLTS/NUTS/WASHERS ALUMINUM SHAPES 6063-T5 B ADINC , D s Ep 10 1999 ALUMINUM SHEETS 3003-H14 PEWIT cENTER THROUGH A.C.M. FASCIA AND 3/4 IN. PLYWOOD STEEL SHARES STEEL SHEET ASTM A36 ASTM A591 BACKING. PLYWOOD BACKING IS TO BE EITHER: STEEL !UBE ASTM A5008 9. MAXIMUM DESIGN WIND LOAD: 30 PSF 30 IN X 30 IN. (FOR 30 IN. DIAMETER SIGN) OR 10, EST WEIGHT OF CRATED SIGN: 2 IBS EST. WEIGHT OF UNCRATED SIGN. 50 OS q - IN. ',SIGN) ,,, CRATED VOLUME OF SIGN: 17,6 CU ET 36 IN. X 36 IN. (FOR 36 DIAMETER 12 OVERALL DImmsioNs OF SIGN, , AND CENTERED ON THE SIGN, HEIGHT' 36 IN. / 30 IN. . WIDTH; 36 IN. / 30 IN, , , DEPTH WITH TACE: 10 IN. , DEPTH WITHOUT FACE; 5 IN. 1.3 TOTAL LENGTH O a WELD REQUIRED i tI IN. ' , 4. TOTAL. LENGTH F WIRE REQUIRED 648 IN PLASTI-LINE INC -- P.O. BOX ,5904.91 KNOXVILLE', TN 37950 DSGNR: VAL DATE: 9- SCALE: Ni A DR" N BY VAL DATE: 9-25-97APP'D DATE: ---- DATE; Cif K BY: --= DBSCRIPTION: 36 30 DIA DOME WALL SIGN . '''.' .... . . PROPERTY OF PLASTI—LINE, INC. NOT TO BE DUPLICATED. CUSTOMX,R: TOSCO UNOCAL 76 . . ' UNSPECIFI D RADII = .015 R , A , TOLE ZI N DIM ggS AE IN IN ut CHES UNLESS OPIRWISE SPECIFIED. ....:.. .XXX.t.015 ANGLES.. I SHT1 OF 1 1 ... C06273 ••`',7. TT' 7