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Home My WebLink AboutPermit B95-0125 - UNITED PARCEL SERVICE (UPS) - CANOPY cEL City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0125 Type: B-BUILD Category: NCOM Address: 550 ANDOVER PK W Location: Parcel #: 262304-9015 Zoning: Type Const: II-N Gas/Elec: Wetlands: Water: Contractor License TENANT OWNER CONTACT CONTRACTOR Status: ISSUED Issued: 07/07/1995 Expires: 01/03/1996 Suite: Type of Occupancy: WAREHOUSE Slopes: N N/A Sewer: N/A No.: JOEHAC*259RT UNITED PARCEL SERVICE 550 ANDOVER PK W, TUKWILA, WA 981.88 ROFFE, INC SONNY JONES, 808 HOWELL ST, SEATTLE WA DAN;.BRANDES, 6021. 31ST AV, TACOMA WA 98422 JOE HALL CONSTRUCTION INC. 1317 54'AV E,:FIFE, .WA:98424 Phone: 98101 `Phone: 206 206 Phone: 206 622-0456 621-6228 922-6815 *************************************************************************** Permit Description: INSTALL CANOPY Units::001 Buildings: 001 Fire Protection: UBC Edition: 1991. SETBACKS Front: ; . 0 Back: Left: .0 Right: Valuation: 21,481.20 Total: Permit Fee: 375.75 ************************************************************************** Perms Cent/ Auhorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and.correot. All provisions of law and ordinances governing th'isworkwill be complied with, whether specified'herein or not. The granting of this permit does not:presume to give authority to violate or cancel the provisions of any, other state or local. laws regulating construction or the performance of..'work.: I am authorized to sign for and obtain this building permit:; 9-7-q Signature: Date: `"( ctS� Print Name:Q_k,vy'S _Jji& Title:__y��rrry This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. . 0116 • CITY OF TUKWII " 0 ng Department of CA,anunity Development — Permit Center v► 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 k '� ' (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAM • NUMBER NAME, +COL aice ( Sery t C _ SITE ADDRESS SUITE NO. ,Bq alS 550 4r / ver Pk (A) _ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN :< °; .:: ; : REQUIREMENTS / COMMENTS . .......................:::..:.: BUILDING - r' CONSULTANT: Date Sent - _ Date Approved . init review '/ (0 - qs (ROUTED) ,FIRE 4. (/ /), ��4 r FIRE PROTECTION: Sprinklers Detectors _ N/A J � i 4 g j FIRE DEPT. LETTER DATED: „ 7 ' INSPECTOR: s (� I INIT:, 7CPLANNING I kr ti� ZONING: REFERENCE FILE NOS.: BAR/LAND USE CONDITIONS? ) Yes _ f No INIT: _MINIMUM SETBACKS: N- S- E- W- PUBLIC .) 1/Lxii t UTILITY PERMITS REQUIRED? Yes No - , " ) PUBLIC WORKS LETTER DATED: WORKS ' O .1 ° INIT: , -.b:1 ou - , t ► - - es is • 1 +0 • (,0 -Kip 3 OTHER _ INIT: X BUILDING 4 3 ,-- TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: - `i-x, -- Ir-j °Yes i g No tC et i 'BUILDING /V . /- OFFICIAL 7 45- INI / .1 t IN REVIEW COMPLETED • AMOUNT CONTACTED OWING: P /I I f DATE NOTIFIED BY: 1� (init.) '7 1 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY:. • A9,60 (init.) 0IIC8n,3 BUILDINa PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK l�' PLAN CHECK FEE l'-/ �5 � -.164% . NUMBER D I � � BUILDING SURCHARGE /1.406..• # l >< APPL,I MUST BE �. OTHER ;x. ,::...F FILLED OUT OMPLET ELY .: ; TOTAL 275 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ (9 1 f ?b PROJECT NAME/TENANT ASSESSOR AC OUNT # Ic., EF201 3315ro ca 96 3 Aso TYPE New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage [] Reroof p Remodel (residential) Other: UP6rtftc Foil rNc/e/ 11 DESCRIBE WORK TO BE DONE: eF c - pc_ vs r /tr.. �s LG Cr4ridpy BUILDING USE (office, warehouse, etc.) w4rehoL)se NATURE OF BUSINESS: –roc>rMuis P )r 7)l7 '4).*-) WILL THERE BE A CHANGE IN USE? JNo 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building; Tenant Space: Area of Construction: 3© 34 >0 8c:t1 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ErNo 0 Yes IF YES, EXPLAIN; FIRE PROTECTION FEATURES: C Sprinklers O Automatic Fire Alarm System PROPERTY OWNER S (� r _ E PHONE 2 _ ADDRESS 201 14.00.3e l 5 - fi . IZIP 5;k8`6 S CONTRACTOR � ADDRESS R� PHONE �Q� �'T :�1JC ZIP?? � 0Z ( 3 ( S T if4Cou -i- �1 _ _ yak WA. ST. CONTRACTOR'S LICENSE # pps c os S EXP. DATE L i J ) 1 ARCHITECT PHONE ADDRESS ZIP ' CERTIFY CERTIFY THAT I ,HAVE: READ :AND : EXAMINEDTHIS, APPLICATION 'AND KNOW THE SAME: TO BE TRUE •AND::CORRECT, AND : "AUTHORIZED TO/AP Y OR':THIS " BUILDING OR OWNER SIGNATUR • —�, DATE / PRINT N PHONE T AUTHORIZED ;;; [ t �r� R� 5 – AGENT ADDRESS CONTACT PERSON t,12 S r N� PHONE Fl ?S' ` 7 � b2_..d, -tv S7S (n2. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expi a by limitations. The building official may extend the time for action by the applicant for a period not exceedir.,g 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of ggarivedty Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES .-g APR 2 6 1995 M',97& i0JZ2u3' PERMIT CENTER SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BtJILDINCSIADDITIONS COMMERCIAL TENANT IMPROVEMENTS r -i Completod building permit application (one for each structure) [1 C building permit application (one for e structure or - Assossor Account Number L: Assessor Account Number Two sots (2) of the foIIowng Two (2) sets of construction plans, which Include Specifications Site plan 1 1I calculations stamped by a Washington State licensed : en g ineer • • Landscape plan (If applicable, I o change of use) [1 Soils report stamped by a Washington State licensed engineer eraIJ building plan -1 Topographical survey •lenant location • Use of adjacent (common Wall) tenant r -i Energy calculations stamped by a Washington State licensed • Overall dimensions of building or square fQtage engineer or architect F- Floor plan of proposed tenant space I Legal description • Tenant space plan with use of each room labelled rn Working drawings stamped by a Washington State licensed • ExIt doors egress patterns I architect, which Include • Now walls existing wail, and wails to be demolished • Site plan Construction details Architectural drawings Cross sections showing wall construction and method ot • Structural drawings attachment for floor and ceiling Mechanical drawings Elevations ri : Structural caIculaons stamped by a Washington State licensed Civitdrawings engineer may be required if structural work is to be done (2 sets) Landscape plan ,- NOTE !l any Utility work Is to be dono, submit separate utility permit Completed utility permit application (one for entire project) application and plans I Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utility REROOF submittal requirements [ Completed building permit application (one for each structure) I I Assessor Account Number RACK STORAGE [ Narrative descnbing existing roof, matenal being removed and • matenal being installed Completed building permit application NOTE A certification letter is required prior to final inspection and sign Assoss�r. Aont Number • I. . ..:: ::: . . . :. :.:P Of (• permit. . .. . . .......:: . :.; :. Two (2) sets of ..: ............ '..:: :..: ; .... ANTENNA/SATELLITE DISHES I Building floor plan showing ri Completed building permit application Entire space where racks will be located • Exit doors [•1 Assessor Account Number .. . .. . Dimensions of all aisles. . .. :: . :.......: .. I .. :• . .. ........................................ ... ..:: . : .... Two (2) sets of plans which include Tenant space floor plan showing rack storage layout.aisIesand... . . . . . .. . .. : . .:.: .:.. :::: .:.: • ::.• - exit [•1 Site Plan (showing building and location of antenna/satellite dish) NOTE include dimensions ofracks (height width and length) aisles and exit ways on plan Fl Details antenna/satellite dish and method of attachment I Structural calculations stamped by a Washington State licensed Structural calculations stamped by a Washington State licensed engineer (rack storage 8 and over) engineer may be required RESIDENTIAL . . . NEW SINGLE FAMILY DWELLINGS /ADDITIONS RESIDENTIAL REMODELS Completed building permit application (one for each structure) [1 Completed building permit application (one for each structure) L 1 Legal description Li As Account Number F -1 Assessor Account Number - L_.. Two (2) sets of working drawings which include Site plan L _ Two sets (2) of working drawings which include Foundation plan _ S ite puan < __ _ (On plan .how closest hydrant location . .. .... . . Foundaon plan ........:1 include access ro building showing .. Floor plan width and length of access ) ui ing ;elevations (all vi • : . . Root plan .: .... :.::: •Building crass section Building elevations (all views) ' Structural framing plans Building cross section NOTE If any utility work is to be done provide utility permit application Structural framing plans andplans must be submitted Washington State Energy Code data REROOFS [1 Conletad utility permit application [ Completed building perm applic.itlon (one for each structure) • [1 Six \ iots of site plans showing utilities Assessor Account Number NOTE Building site plan and utility site plan may be combined See Narrative describing existing roof, material being removed and utility permit application and,chocklisf for specific submittal requirements material being installed Additional topographical and soils information may be required if unique NOTE A eertillcatiop letter Is required prior to final Inspection and sin site conditions off of the permit ! � . .4 1x;7 ;i ". r �~ s jd .'s .. »ry•,. .gun Jt .+•. t ' ' .w.. rl , t e r. ia4 +. r {y .a�� 1 �ti j.r ;h;9 • 3"i ,�,.ti•. ,t+V �;,. �Y!f� ": wi(^', 'r MY"Y' Ir; ��,�,., •�.y/:�C+, 1 14 �• �.1} "�51t r+�.'k�.c.:11 �c.rrl'y ,. rJ'• '. s,. ' `S 0 :t *A kk•k k•k*'h:4 *•h* *•k *fr•A•* *k * * A k *• •A•k• kA *�:•h *:t kA *A *•k *•A•k•k k *•k *•k *•kA GENERA ^wn.50 CITY q F T' U l C Yl I: L, H WA T R A N S M I T H CECK 229.50 * * **k* * * **'•4 * *•k * *** *A *•k* *kk * *:t * * *••k* * • C' �C'�� ~��•' � h * k * *k * *k *Ahkkhk *kkA *k TRANSMIT Number: 94002566 Amount: 229.50 07/07/%x'„ 12 CM 0.00 O u12, 4211A000 15:56 Paymen't. Method: CHECK Notation: JOE HALL CoN5•r In•i�t: K Permit No 1195-0125 Type: 3- BUILT) BUILDING PEIIH4ZY Parcel No: 262304 - 901 Site Address: 550 ANDOVER PK W Total Fees: 375.75 This Payment , 229.50 Total ALL . Pmts: 375.? Balance; .00 *•• k* k***'** at**•* k*************** A*• 1• •k ** * * *A * * *A *+t * * * * ** *•4 * *,t *icy,* ** *•,k Account Code' Description Amount 000/:322.100 BUILDING - NONRES 225.00 O00/386.5O4 STATE BUILDING SURCHARGE 4.50 o .x:. ,�,. .• 1 .z . ,}, .. ... , ,-.H:, t` ., _..,.s G�'7.r >`w"w:• e. ,.. . P i ..,. ... _ • Rl.,�! ".`�.l if`f �i ° at. .,'7!.i ..L"' f i1 wi r'.: +a-:y :,? °. " :•7 �, '; ';Y.V .7�r •art... ..n. .7� :�, �`. rt,.f ".. .7 4 �' `'"f';•:'.�i ,'i' . s {' ,. '} sr��:S?;v s "K.(i'.:'rt... tr +�f:. " "� «., ' .� { .' t 'l l �., I,,.;��'rr.;,..,..i ... t.;�� .. , (:) .r....•ar. , - / ' .d�_C �' tr 'C c'.. ..r �r ^;� P� ,!'. r, a' * A**' A** AA'*** A************* 4 . t4*A' A' A'* **to * * ** * * * *'A * ** **A *A * * *'AA *A* / CITY OF TU1cwILA1 TRAtismIT 14S A d* **' k***'*' AA***'* ekA* A*********** fi**** A* A * *r1'* * *d < * *'A *•* * *,1* * * *** * * ** 62 1> TRANSMIT Number: 94002497 Amount: 25,00 06/22/95 09:26 Payment Method: CHECK Notation: JOE; HALL C0NS1 Init: SAO f Permit (o: PW95 -0174 Type: PW -HAUL HAULING .__....__..,_..__.. Parcel No: 262304-9015 Site Address: 550 ANDOVER PK W Location: 550 ANDOVER PK W Total pees: 25.00 l'h'is Payment 25.00 Total ALL Pmts;: 25.00 Balance; . 00 **************** A'****************A* *A* *Aa * * * *A * **A * * * * *A * * *A * * * * Account Code Description Amount 000/345.830 PLAN CHECK UTILITY 10.00 000/342.400 INSP FIE -- UTILITY 15.00 4 �.t r nrt ! 1�.ti. i1 < .jsn... L Si r �r Sk 5 .. YiY c � tc.v. 4. w 1 r, ..� i f1'• rs4ft . . v :. t .� 1r�1 _..i,. .'�_ •a, .1. _r3... X1 6 . , _. • .. :::, . 4 7. - 71 . ‘: ' .:;A v-4 '* 4444 • ..• tik ,...j'k-ir , ' *4 , " ,,, rv•vrq"..'0 0 .) . ^g '''' , •Pvi.4'441 , ' , , PP" . ,. . „ — : . • . • ..1 . ' .t i . . . . ; '. . . . . . . I . . • . • . . • . • ,. . • • 1 , . . ■ • . . ■ . ', . , . i . . , . ' 1 .. • . . . . • • ' * *.A.***********A*********4****A*************k****4v**************A • r CITY OF TUKWILA, WA. . - TRANSMIT < ; ;:**A*********A***A:*************„1/4***"k**.k*******A-A**A***,,..k.A."**** .: 14 _ i .. • : 1 ' TRANSMIT Number: 9400249S Amount: - 2,000.00 06/22/9.5 09:32 , ‘'!' • _ '. Payment Ketho4i CHECR• Nettition; 'JOE HALL:CONSTRU 10:t SAO' ., ,W" •.... •-.„-- _ . . Permit No: 'Type: PW -HAUL HAULING ., •:' : •.'. .,• y,..,. . . ..! Pa'rcer..,An: 26230 .,- Site' W .. - •.• . : . . . . , . . . . Locatfon 550 )DOVER PK W . . . . . Total Fties: ' 2,025..00 . . This Payment:. 2 Total ALL Pints: 2,025.00 i , :•..'• , . .[. • _ • Balance: . .00 : • :I , itvkiA*******4,*.i. "'• :....- -.- .. i•,. ,,','•,,' Account Code ' Descrj.ptibn . Am:wilt 000/3SE»108 ' •. 'UONOS/PEPP.SITS - . „ .2 • 000 ..: .- -.• :.—...i, ',' - . . . „ , H . . . . . . , . . . . . . • . . . . , , , ..:. - • • „ . . ,• . . . . . . . , .. • ' ,.. . • . • . . . . ■ . ■ . . • • . . , . . : ■ . . • . . . . . , . . , r . . , . • . . . .... • . „ • , ' . . , . , , . .. :';: '1h.d:le Yl.:1■1Ai ..a 2 4 '‘ iille - ..71 ... .. , 1'.:',CL : : . !. ‘ i ' ;:j;ll ' fi s i : : a . ic.k.ld.i.1.1.7Ve..'3, r, P qt :TT + , *'�i ..; A ';' ZZAVI FAI ,' r V271 y -. P • •1..,'' ' L 0 '' i , Y GENERA 20.00. * * *** ** *********** k****' k************ ** ** * *•k *k *k *'k * * * ** GENERA 10.00 GENERA 15.00 CITY OF TUKWILA, WA TRANSMIT GENERA 2000.00 k** k************* •A* * * * ** * * * * * *A * * * * * ** *k ** GENERA 33.00 TRANSMIT Number: 94002495 Amount: 55.50 06/22/95 09:22 GENERA 22.50 Payment Method.: CHECK Notation: JOE HALL • CONSTRU In i t : SAO TOTAL 2100.50 CHECK 2100.50 P Permit No: PW95 -0175 Type: PW -LA LAND ALTERING PERMIT CHANGE 0.00 Parcel No:" 262304 -9015 06/22/95 3763A000 16 :01 Site Address: 550 ANDOVER PK W Location: 550 ANDOVER PK W Total Fees: 55.50 This Payment 55.50 Total ALL Pmts: 55.50 Balance: .00 **'************ * * * ** * * * * * * * * * ** * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 33.00 ` 000/345.830 PLAN CHECK - NONRES 22.50 ...,.._ , .... . 3. ., 2; ..•t,nl },n,q ..1 l'A :.:.4 ,,., ,f, .f 11. ? 1 ti.r.nte;.nr,... /. 1:S,f. j..', ,..J.. a e,!3fa,t.o lrls :2 ,. , w,,.,A., ., *_*,,r.:1.,.:', Siahr. .: .., r. : • • I f 114 *********** * *** * * *************************************k********* CITY OF TUKWILA, WA TRANSMIT 6 k or************************************************************** 'AO) TRANSMIT Number: 94002496 Amount: 20.00 06/22/95 09:23 . Payment Method: CHECK Notation: JOE HALL CONSTRU Init: SAO Permit o: PW95 -0176 Type: PW-BSS SANITARY SIDE SEWER Parcel No 262304•9015 Site Address: 550 ANDOVER PK W Locatipn: 550 ANDOVER PARK N Total Fees: 20.00 This Payment 20.00 Total ALL Pmts: 20.00 • Balance: .00 1% lii********** * ********** *****i********A4****0**************4.**,** Account Code Description Amount 402/342.400 1 NSP FEE - SME/SSS 20.00 • • • • . , • • ; . • . • ; • - ' ' •.: ; (;) GENERA 146.25 .. i**A . ***A . **Ak**** 14, 1kA******A* . A**A*i*A**4*A*A4**-“AhAll0**A**44-*Ik**** TOTAL 146.25 CITY OF TUKWILA, WA TRANSMIT rt 14 *** 4 *A****At l e*i*It*kA**11*41***P*ik*********71****Ai**A*tli****0*A.* 1 4* 1411"25 CHANGE 0. 00 TRANSMIT Number : 9 H 4002104 Amo Motet ion unt: E PP 146.25 04/ 26/04k614:12 2225A000 15:35 Payment Method: CECK : S GNERAL CONT In it: 'LOP Permit,. No: 1395-0125 Type: 11-1111310 BUILDINCi PERMIT Parcel No: 262304-90.15 Site Address: 550, ANDOVER PK W s Total Fees : 375%7'5 This Payment 146.25 Total ALL Pints: 146.25 Balance: 229.50 %k*kAicA******************A*A Account Code Descript i on Amount 000/345.830 PLAN CHECK - NONRES 146.25 .�... ...: ....:.: J:. :: ... .::.ba.L::,_Taf :::. i%7p.SyliA'rlti • _ /. INSPECTION RECORD " & Retain a copy with permit 0 1 c25 . ; , N a . PEPMIT NO. CITY OF TUKWILA BUILDING DIVISION ;w�. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 • 431 -3670 • r ac : Cl ( Type o ns .: . , ,- 1 nc�. Address: �--� , V J Date Called: J� {`� v�(1 I) tie( -� 7 (5 Special Instructions: Date Wanted; aJ 1 c an tiI 1: co Request � czy, n i S _ Phone No.: ,.- i 1 ' ? ?' 3� c c er Approved per appli es: - ---- -C — Corrections - required rior to approval. . COMMENT "" , 0 t , - :‹Irtdt' .1 / f ...):..) 64.. 'I IS 0 r • in • : or: 1/ Date: ❑ I0.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . 1.14 , " `44,k: +i 3 , 044411f'.' + `tip .. a ' «K: ++.v, • . :4 t.; 9,7.74,.: :sir 1 ¢ `, Y "' ., i _ ...... ......... ......... �....•........�....... r..i...........i..ru . r.... ,vwe.n.yw_.a aau. . w. w+ t++ xwu-.. w, uvJrYS, rv... rwHr...,. u. �Y 1r11>.......',a.:'.D.`..1.::<; «.....�... .� `.; INSPECTION RECORD \J Retain a copy with permit 0 I ,, •,. PERMTNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: u ,/, Type of Inspection: ,`^ Address:5 00 /1 no1over ,V V Date Called: '7 A JC Special Instructions: Date wanted l a5/q5 p Requester. r) nr5 ❑ Approved per applicable codes. C( Corrections required prior to approval. COMMENTS: I ) p AV. CAE N A "L... AP 9 1i41vA l F- t1l�• --- ,•� c() Mt.'-tA • A A s t i A 4 - rtay.� e` •,., %aG n t t..5 o tJ S-cW' R_ nt Sfem -MA S r [nsPector I ❑ $30.60 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I .:.._ •:a �: ,... ..• ,:� ^)y�, 'iS.•. _'3!�:'�iTW:�`w.f:'" dpi' ls1: Vf/ i5Jr. t, '8. }tlii'i,trik`�tiYi�:.= :.x;r.�7 } t INSPECTION RECORD /6 h Retain a copy with permit 019 I P • ' •. PERMIT NO. 1 CITY OF TUKWILA BUILDING DIVISION t. r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 t1 roe : # ypeo nspect'n: 0001 ii I 'q Address 0 ftpe'v Date Called: 7 a , G J �r Special instructions: Date Wanted: 7 -13- 9 am l / p.m. Requester: /Op f t • ,. , Megr 594-07a.3 P Approved per applicable codes. O Corrections required prior to approval. ,' COMMENTS: ig.t.... /. _ ' /.,G ie// -. f ,,Q 4,.(ei't fy 4.4 ' s ia7-, .0 ., ,'hPrkt, ,' "-e -c -. eiz .11r-..... iL 40 / / L / ,2i 3 - 7Z - -- - rS a ., i S „So i_4 ..- e-e../. :I /----e. -.0--7-8 /7-zedes 3 07 • • 1 nspector:. r e: < 4 i 0 $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at : 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -ece' ` o.: Al Ix 1 u. .._<_,_..,..:...,.. ,..».:... „— .,,,.,.:...,,,, „.... ,. :,..,».:.,w+.,: ,.x,sra' «._.,,.: x•,,..:. w ,wn...:c.:.......;.�.,.:.mus�'- s :';ne.:acxr • .,.c... t. .., ,... S INSPECTION RECORC e'9 Retain a copy with permit c> t 25 •E • `•. • RMR 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 77517 ` � Type otlnspedian: C am . Address: ?. Date Called: A. Special Instructions: Date Wanted: Requester: G caA A�- S P Plane No.: Approved per applicable codes. ❑ Corrections required prior to approval. • COMMENTS: r I.. inspector ; �,k Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • eceipt o.; ' , �Mw1 4.. �a.. isY�iruwGZ.t:�+w'.a:G2�Si:,. =•• - �.k° •. ��: :A. � . . ,.. ' -- -41•111=111111111111 F row: (is_r7T57re 0 nspectiort INSPECTION RECORC:F00411 _ Retain a copy with permit 01 sp---Enco. -to. PERMIT NO. ,» CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A • (206) 431-3670 ; t Addresss 0 &R) Date Called: 1 . .i., Special Instructions: Date Wanted: - 1 b.c? ,__ 0 . .-.--......./ am. .m. Requester: De ry IS> ,ly Phone e—...,0a,A9_,..30 ,-) 7 1 f 0 , ' I 0 Approved per applicable codes. 0 Corrections required prior to approval. '.• i',: ,,. COMMENTS: • , >, c..,- 'ca 14 1 62 er4v1 c.)-9 ,,.:. 1 g-ia 5 fu c.),---4 k.,4‘ &-ek 1 mcit...-12 i-t, ,., AT" (S 3,,s 6no— otkhyi-t—t,s. • ,;',/ f tk r ,IcAN...\(■__. aitt., i t L.L.. be TtP*1.3 rog..■ 00-- ' b ' 9 LA CiaYA•4047.-. " ', ' , , ., i l ,.. t 2c! f • .: i •,,, , . . , I Inspector 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -.,',' • ' ' 11 ,, '(',' , , • ' ,, , , , I Receipt No.: Date I CASCADE TESTING LAB TEL No.2068232203 Jul 28, 95 7:46 No.002 P.02 mik r .. - . - CASCADE TESTING LABORATORY, INC. TESTING S. INSPECTION / ENGINEERS / GM/L.00I9TB KTE 12919 N. ieeTH PLACE KIRKLANDI (2061 1223416300 8EA1'ILEt Meal 525 KIRKL AND. WASHINGTON 80034 FAX: 1208) 823 -2203 EVEfeTT: (500) 25C917 July 28, 1995 Cart No. 9506 -45 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: UPS Andover Park 550 Andover Parkway w Permit No. 9501-16r- Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced concrete cast in place 2. Moisture content of soil 3. Note: There was no welding on canopy per contractor All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 07 -19 -95 and is number 56477. (copies of reports are enclosed with this letter). Respectfully, CASCADE TESTING LABORATORY, INC. difiA 11444i4 Dennis H. stack President • .tom— •Sc' • ~'+ » . 4. *y".' 1ST'! ni {''�Y.' %firrh,.;•r.i. ., Fr. :.• ,. ',:;.0 ". r "qtr e. y7 j' "t'" ?"' "' y to r ,'�? i . ,.;. , rte 1 - = 0 {• � City of Tukwila John W. Rants, Mayor N k, • ,f �' = Fire Department Thomas P. Keefe, Fire Chief • •"•' A TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM i Permit No. Project Name l ,• �'' . Address ? Suite ## � ��' t'•�'l�' Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: _ Fire Alarm: Hood & Duct: Halon :./ Monitor: Pre-Fire: Permits: - 4 1-/; e 1/2-- -7/1vAs Authorized Signature . Date FINALAPP.FRM T.F.D. Form F.P. 85. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 . • Phone: (206) 575.4404 • Fax (206) 575.44149 - 4 — Th • .,,„/ CITY OF TUKWILA Address: 550 ANDOVER PK W Permit No: B95-0125 , Suite: Tenant: UNITED PARCEL SERVICE Status: ISSUED Type: B-BUILD Applied: 04/26/1995 Parcel #: 262304-9015 Issued: 07/07/1995 kk*A**k***k***k*k***k*k***k**k*Ak*kikkk**A—kl—kkk*kkklek****kkk*k.#144****Ak4kkki Permit Conditions: 1. Temporary erosion control measures shall be _implemented as the first order of),uSineis'i6 prevent' 'sedimentation off- site or into existliig storm 2. No changes will to thec., approved, by the Architect or/,'Engineer- and the, 3. Plumbing permits shaAl be obtained through the Seatile; County PeOrtment of Public Health. Plumbing,w111 he Inspected b' ,thatOency; including all gas piping (296-47, , , ±2T. 4.EiectrSCilpermftssnall,be obtained through the Washington. \ State/Di'vtiton of - and all electrical worki(;4011)i inspected by that agency (248-6630)."-, 5. Ali i tile6haniPal WO,* shall be ,iirider separate permit lsiUpdpby theit+tyvof :Tukwila. 6. AllKOrmtts:i inspection records, and approved plans shall be available at the Job site prorltothe start, of any con- struct ion. These doCuments,are2Wb:elma'intalned and evall4 able until insiiectfonYtapproval)igrari:ted. t1:3ti 1),11 7. All. structural conbrete sveclal inspected (U Sec. 308 (rei) 1 ) / 8. All structural- weldfng Shall bes,done,,..J)y41.44.0. certified welderandspoial inspected (UB"C'- Sec:',306(a)5). 40 9. All high-strength bolting shall tke',,s0ec&al_Ansp:acted (UBC - , Sec.%.396(a), fl LN H C \ 10. All construction to be done in coni w.ith approved plans40 requirements of the 1.19)ifor*BuildinICObe (1991 44 • Edition)1 e amended, Uniform Meetanicak0:31p,der(1991 Eptio61 and Was4Agton State Energy Code (1994 Editiorb. Aec 11 Val i d ty b r P e 100. The ci,s of a ps mil ft or 0Aptprovhc f plans, speoapcatibns, and computations :hall not'ie 9pyl, strued to 6313,ermit for, or an approval of, any vta 1 A of any of the•4rbvisions of code orof,;:,,,an'y other ordinance jurisdiction. No permi„tA)t*Suming to give authority to'iildlate_or'eavccel the proviktWs'of this code shall be 12. Notify the City of Tukwila ''fBUITiOntv.Alon prior to placing any concrete. This procedure is in addition to any requirements for special inspection. w - ;- Lw C Z Of l iX '' la Application # , pq� l O G q y 0 V. _ `' '-; Central Permit Sys t ,i — Engineering Division ___,..i.. °% ' .0. 19: + � >:- �` p i •% - •lvd. Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 a '. sit .. ' fr? APR 2 1995 1'v y5.O/ •9 oa.. 7 UTILIT PERMIT APPLICATION r y5 _0/76 PROJECT: >: <`' >Pbi - b9l• •.7' Vi ►.ir . I. r 41i a INFORMATION < Name of Project: C) PS Property Owner: C, a„1-p5` Phone No.: (62-2 D��‘ Street Address: 41 ao W ccL S -Z- Cit /State /Zip: C 7 `0 Engineer: Phone No.: Street Address: City /State /Zip: Contractor: PPS 6 ,e. < J - - Phone No.: q a � Street Address: a a st• , City /State /Zip: King Cty Assessor Acct #: 4 31.00 - ?163Rrceontractor's License #: • & - G Exp. Date: PERMITS; > ";;; ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private ❑ Public REQUESTED : ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use PW95 -pity ❑ Flood Zone Control ❑ Water Main Extensbn ❑Private ❑ Public pwgs_ 01 tQ' Hauling ❑ Water Meter / Exempt:- No.: — Sizes: PW45 _ n t i l Car Land Altering .1.50._ cubic yards Deduct ❑ Water Only ❑ 1 , 1 , l ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: Sizes' dr q "'! Moving an Oversized Load ❑ Water Meter/ Temporary:- No.: Sizes: Est. start/end times: Estimated quantity: Date: Schedule: Sanitary Side Sewer - No.: b Other: WATER:: METER; Name: Phone No.: DEPOSIT! :REFUND /BILLING` Street Address: City /State /Zip: I.O PTH :: ; ; :;_;;; :; Name: Phone No.: SERVICE::: : : ;:; Z :: :: BILLINGS':TO. : Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby .DESCRIPTION.;>;OF`'PROJECT> :< ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ CommerciaVlndustrial 0 Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: 7MISCELI ANEOUS. 0 New Building ❑ Remodel/ Square footage of original building space: INF.ORMAT(ON:''' Square Addition Footage: Square footage of additional building space: .,King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ /HEREBY CERTIFY I HA !.►. '/S PPL ANDKNOW THE S AME TO B E : TRUE' AND:CORR ., Applicant /Authoriz- • . •`. Contact Person Ag-n Si.n. r _,- _■1r_/% •rin n.m- • •' �► i -S . Print Name: C j,. 6-0-46a— �_ Address: L(c.( 3' - -7 ti £ S ce.zfil le 9 k Lo k Date: t„ 9 Phone: 9.46—, c S/3 01- G2. FAL Phone: X7("(0228' Date AppiJ ��El atld: j/ -a 6 cipJ- Date Application Expires: /D - - 95 APR 2 • 1995 04/22/92 PERMIT rIPnr M, .AJ 1 City of Tuk !la ; I # `Q L/ _ IlL7 o/ �'• 4. / • Engineering ; '' :z ; Cen tral Permit S y stem - Division w; $f;; 41 ° 6300 Southcenter Bl Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 N . ; �.;' . •:' ... :`•_ UTILITY PERMIT APPLICATION PROJECT: >' ` >! !>: Site Address: . 2 at • . - _ ,--- / INFORMATION Name of Project: C.) t5 Pro•ert Owner: ,, ;, t Phone No.: (c occ -4, Street Address: r ,! u c L S C- City /State /Zip: 7,F /D , Engineer: Phone No.: Street Address: City /State /Zip: Contractor: 0f . 41 -- k— Phone No.: q Street Address: (cCs;? ( ?`fir AU` City /State /Zip: King Cty Assessor Acct #: C 3/ y vo - c? Contractor's License #: • - g Exp. Date: • �; PERMITS':.::: . :. ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED:::. ❑ Curb Cut /Access /Sidewalk ❑ Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Street Use ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public ❑ Hauling ❑ Water Meter / Exempt: - No.: — Sizes: ❑ Land Altering cubic yards Deduct ❑ Water Only El ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: _ Sizes' ❑ Moving an Oversized Load ❑ Water Meter / Temporary:- No.:_ Sizes: Est. start/end times: Estimated quantity: Date: l Schedule: ❑ Sanitary Side Sewer - No.: 0 Other: : WATER METEiI : Name: Phone No.: D EP OS IT/ • REFUND /BILLING : : : Street Address: City /State /Zip: M.0 NTH L:Y: <•: '' <;;:;' Name: Phone No.: .,.:SERVICE.;:.: •.::.;::::;:.:,;:::::.::::.::: 31 LUNGS ' Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION `OF: PROJECT :: :: ❑ Single - Family Residential - ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ Commercial/Industrial ❑Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: ❑ New Building El Remodel/ S uare footage of on i MISCEI:t_ANEOtJS Square q 9 g nal building space: INFORMATION..!::;;: o uare Footage: Addition Square footage of additional building space: .: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ I: HEREBY CERTIFY Ai :I .HAVE .RE i : /'`IS . PPI.: 7CATIONi :AIWKNOW::THE: TRUE >AND :CORRECT , Applicant /Authoriz • • � `��` Contact Person Agent Signature: `!C 'L ' L (print name): Di4 /3 /2 .&.A4 -S 5 Print Name: C( 6 0 adL. Address: r(Ci` S 727r Ac. S' Date: Z, _ j _ Phone: q v? Phone: 4:7 (— ( 2 28' Date App eitre d: .e.../..a 6 - cis Date Application Expires: /D -,,,I6 -- 925 . APR 2 1995 04/22/92 PERMIT f!FNTCG City of Tukvila ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER .. . Permit No PW95 -0176 .Issued: 06/22/1995 . Status: _ISSUED Approval Letter:. 06/05/1995 . Project: ..UPS_ FUEL ISLAND . Expires: 12/19/1995 Site Address:_ 550 ANDOVER PK W _ . Parcel No ...262304 -9015 _ .Wetlands: . ....... Watercourse: . Slopes:. N _ Water: N/A ..Sewer: N/A Type. of. Install:.. COM .. Number of Units: 000 Exist SQ FT:.. .Add SQ FT:.. New SQ FT: Contractor License No: .JOEHAC *259RT TENANT _ .UNITED PARCEL SERVICE Phone: 621 -6412 OWNER .. ROFFE, INC. .Phone: 206.622 -0456 SONNY JONES,.808 HOWELL ST, SEATTLE. WA.98101 CONTACT ._ UPS / DAN BRANDES ... .. Phone: (206)621 -6228 _ 4455. 7th. AVE. S,...SEATTLE.,. .WA..98108 .. CONTRACTOR._ JOE.,HALL CONSTRUCTION.INC. Phone: 206 8381027 __ 5303 PACIFIC. HY E #276, FIFE, 98424,... Description.: ' .... . /WATER SEPARATOR /RECONNECT TO EX.SEWER. . METRO INDUSTRIAL.. WASTE: APPROVAL LETTER DATED MAY; 1, 1995, WSDOE UG STORAGE TANK TEMPORARY , PERMIT VALID UNTIL JUL 14,_.1995',AND.PSAPCA . . NOTICE OF CONSTRUCTION No.11209 ARE ATTACHED TO THIS PERMIT PACKAGE. .. * * * * *** * *** **** *** * * *** ►r** * **. * * * sir********** ********** * ******** *** *** * * ** ** *fit . . Inspection :Fee: . .. 20.00 w Acct No: 402/342.400... . Hook UP Fee: 00 Acct No: 402/388.102........ . Special Assessment: .00 . Acct No: 402/388.101 TOTAL.:FEE : 20.00..... . .*_****.******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS. THIS PERMIT. AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. . WE ALSO. AGREE THAT THE.CITY, OF TUKWILA SHALL. BE HELD HARMLESS FROM ALL. OR ANY CLAIMS ARISING.AS A RESULT OF THIS PROJECT.. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION. DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGHMTHE CITY. OF .TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST" NO .TIFY__THE.CITY...INSPECTOR.OF COMMENCEMENT &.COMPLETION OF WORK. AT LEAST 4.,...HOURS ADVANCE..,, AN INSPECTION CALL :433 -0179. Signature: // rLr Company: s&.E ate- ._ ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR I SUr CE• B ` I . Issued By: r►,0_ _ .i. f - r4v__- _ � -� _ 1 225.. . iu orized Permit Ce . -r Signature . Date . * * * *. * * * * * * * * * ** ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i I hereby certify that .the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. . Final Inspection Approved: Inspector Signature .__Date ._. if • _ L .,... • I w CITY OF TUKWILA I Address: 550 ANDOVER PK.W Permit No: PW95 -0176 , Suite: . i. Tenant: UNITED PARCEL SERVICE Status: ISSUED Type: PW-SSS Applied: 05/24/1995 Parcel #: 262304. -9015 Issued: 06/22/1995 **' k*• k' k' k*• k * *'k*'k* * ** *'k *** * * * *'k * **'k ** **•44'4 **•kk'A' ** .***' k * * *'k*•k**'k'k *'k* * *'k *'k * *'k ** I Permit Conditions: . ,...� ,� 1 . Temporary erosion coat, r -o Y m;e i e" :Slyfl1V1 be implemented as .�b� *eg.• to prevent; "s_ =e ',thimen ation oft - the first order of us`i �^ site or into exi,s "ri! : storm d�rainag facilitie. . mo 2. CONDITIONS OF "MET,RO I nT.R.IAL IWASARAPPROVAL DA•T:hp S /1'/95 SHOULD BE FO h lED 9ETN P EER 01_ IZtwA TA' EN . c ,� `� ' , P , r jj rtj E '; Is' < "a t � , , t i ''1 r 4 : a �� Add � jj .‘,),,,, , , ,,_ £ 7 4 a �� 11 3' » V , . py ,r 4V „. .. ) ... • • .' . I I 00-2, 0 ' ,700, t i '^ ” SD ,'" d n • .! „a „ , ,t- - - • -- ..., A t I be 41 - 1 t 1,, 4,1;. Nis 4:j6 CD i) ;; ' 1 A \ 1 ,,..,---I 0 * l 't , 0 C . 6 4 • . .1_, e ' 0., \ 0 . f t dp.7 4) v7 • / I \ '(, \ V , ,„, . ' . i $ %,, \ N ‘ i i , 0 t d� �J Ar 47 .v / kN\ \„,,....1.6.00• ' '. NA, ,..\\ \e,* 4 j 0 3' c : E3 M tre \\kt.N**4 . . 4, • : I (Is': . : 5: ) ". ;:. ..,..4A il , ' ..... a'''' 42 1 . \''' .. • ' b -04.) 4 4. • • • • • . • • • • • . . . ..._ . .. ... . , . • . . , .. , . . . ... , .... . . . . .. . . .. . , . A„.. t k. LAND ALTERING t. .. • , . , . Permit No: PW95-0175 Issued: 06/22/1995 _ , Status: ISSUED Approval Letter: 06/05/1995 Project: UPS FUEL ISLAND Expires: 12/19/1995 Address: 550 ANDOVER PK W Location: 550 ANDOVER PK W Parcel #: 262304-9015 Wetlands: Watercourse: Slopes: N Contractor: JOE HALL CONSTRUCTION INC. License No.: JOEHAC*259RT ... TENANT UNITED PARCEL li;ERyc..E Phone: 621-6412 • OWNER ROFFE, INC ,,,::":-;:.::::;- '"'" Phone: 206 622-0456 , SONNY JONEF.4808 HOWELLsi.ST, SEATTLE titie9810, CONTACT UPS / DAWBRANDES) ':, 7 /7Y, q , '''': (206)621-6228 4455 „At.lv A VE, SY, SEATTLE , WA f 98108 CONTRACTOR JOE/HAL CON'TAIRUctION INC,.. Pliii 205 8'/1 1 . ,...„. „ ,.. , 1 i 0 ,..7 53,032;FA Cif It), HY E # 276' , 1= ± F E , I4A 09,8424 * * .4 44 * * * '4 * * * * **lit,,.4* * *I* *4 4 4/. h * *,* 4 * * k * "k;k * * 4 * * * * * 4 * 'elt.' * .4 .04 k 4 4 * ** )4 'It * 14 '0 A * Iv * * h .4 * - - - 7.- k \ I t ,• i - ' fz, , q K .':!:. 41 N',A Add i ti ona I pOescr fp tii,on : ,:,% ',', v . y ,, ,..„,.. _ , ,. , Qt • LAND ,A..1e., ER I N G FOR o LIG TANKME 0; 1 . , e,-: , • v, .,,„ \'‘ r,i \ ,/ ‘ . ,:‘ ', .-. k ,..• t 4;." V1,4•Ai : ,(' -:, 't'' \ V Al\ Grad ing/F il i l f 7(Yands) -CU t : -: 1.A...F411 : fo T otal.- :.,;0'''' '';'4•5 0 • . ' „.„.,, ,, , • ,....... ,. .„..-. P e r m i ti,y F'e e; ;; 1. 33 ,..,--,'' Account No 0.00/32 : ? , Plan Check.,4ee .,22):.`50 ' . ' e • - -:•! , ..i• -, " 'Account No: 000b3`4'5 . 8309 - ; 4 i " 7 ■:',..: ' '. i e r : •,'S' , .,.,._,,, "."...., , •■: i ! ,, .4 i Account No: 01fOl38•6.'!,904' Total Fee : :f ',: ,,'-':::--- .„ F 5 ',.5b r'',t ' Y ''' kiiiiL'i:3 t i on b 0 , .: .....“-..i - ■ .', .. ' ." ••• '' ',‘ ''' ', ',, ." ..' '''.-!.‘',. ''' M '', t WI * '''' W * ”r7 ''' 4 ' 1 0( ..1 If 71446'4'A 'lli 14 : i? le f ' , 4 4, ) 4 * 14 11 k * * * * k k 'it,* * **„.0 ;ft . 1t * k * * * * le k ., i, ' ' Ti - I her eby x:i fy.„,at I r7eadan .,,,,th -have' - ijled s :_kl .:„ame „ , rt ei agi th i permit and now ( 1 e to be true rr and poa'Ct. - A1,1,,,prcVisicinS \ pf- , ,Jaw- 00 this work Will 4o10 with, whether sp'edAfj.ad,fier''e-in n4. TlapAgr4ing of r this pemi*Ndoe'S' '0,resume to give adtiT00 provisionsa0(4her state or local t� reg(0aNyfg cgbstrifeeio the , performance4f WO:W. I-am authorized .6 s'ign)ok'Na.1.*1 obtainh Altering petNiiit. This petpit shall bec/o'me'nu -,6i,cr if the wor1 is not commenced WiiVQ 180) the date of tss4ance61: if the wo'k suspended or ab'nd'med for a'period of 180 days froM th0Vgast )nSpection, ., • - ',:',, ,'•:.'4•:',,,) ,1 ., ..t / ,.--4,, , • ..••ox ,,,, , , ,= THE APPLICANT MUSINOTIF'Y THE CITY COMENCEMENT/ODCOMPLETION OF WORK ATLfAlikT '/4:-;: OURS IN ADVANCLFOR AN INSPECTION ALL -. Signature: 12 '-; ..,, , , .;( Date: - 2,72...1..-4-: 'U, , . p , ********************** . *k*******'*****4 ***k*************** A ..44',0;=.--,..... ,,,,.'*--<:IN..,';',' AP PROVED FOR 4S U' GE J J S'''''"`1,:-. '''42",•Tif• A F . i li/? Issued By -fF_A_ k-i ' CF A Date: Authored Permit Cent-1r Signature *****************.*****************4*****************4************************ I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Final Inspection Approved By: Date: • Inspector Signature • . . , - 1 ... . .r.. CITY OF TUKWILA Address: 550 ANDOVER PK W Permit No: PW95 -0175 Suite: Tenant: UNITED PARCEL SERVICE Status: ISSUED Type: PW -LA Applied: 05/24/1995 Parcel #: 262304 -9015 Issued: 06/22/1995 ** k** k k********* k***' k****•* k**•* k* k********* ** * **•k *****rk* * *** * * * Permit Conditions: _- „..,.,,"., _ 1 Temporary erosion contx:„. '� nie ru_rest' sl��i Tzte.,,,i mp l emented as the f i rst order of br e• ^ "to prevent ° "ze. gati on off - i,st ,disn, site or into ex storm dra;inage� faci l it i , 2. APPLICANT SHO L.:D*O ' AIN, S'EPA AtE BUfLDING PE :MITE.. i ,.� CANOPY INST E. - tr. ZOI� . ; ' I 1 te, ,. r � t f /V1 Q 0. 0 „ 0 Cd h 1 3+ 4F' 0 0, r3 d) ° � I y, , 0 d1 ?' �p� 4t i ` . 6 0 0 o • 1. :‘ \ '' \(1\ 1;( /4" 0 co / tV 0 i' s'i . ( .) : Aer:::::-......._ o . - "'”- l t,,, r : ", tail ..e"-,. P"' .....N P .` . . �, ., y y t 4 A� 4b jS l a ,, } ;, +..} (OVA- . .. M me, {�t fit � i „i � . i'l r ^ k E 9 t `` / f N, r ( 4 r.,,._..,~- 0 ,rte tf A., 5, 'i �' I J,.. yj. ! � s,'1 .,,w —".'—e f t, rr f X ',. y i ..• 1t' LtYi NiL�Yt �' I� A T�l.$a, '<t t 1 , . r .i • 'h 1'� ,$.. �•t3 �j V t � Vi.' ~� y / .t t F/ `.4� 'Jr , �.n "'+'i t ry ` ,'„.... ,,,.... Y 1...,,,� �. .t ' V }, n t 3 z 4 Vi i tSt j 'It. , ti "t 44d4i ".'if b Et' if •f ° *, a if ' i 04. 41 ' \ j \\ ... gt . Aig ,,, 0 LI '''' .1.,,,,„,,,,-(r ti Of .4 i) at C± c r tin 0 y+ r, -' . h p X 4 , � { t t'7 } .1„,, r �4'ti�ai1� �'t Ty h� "�+:.. y' e- ww r� "+'a"` ; • . y , 0.1..w k.1 ��} L i m . `C �. .. - Ss;' "'�r. • • to HAULING Permit No: PW95 -0174 Issue Date: 06/22/1995 Status: ISSUED Approval Letter: 06/22/1995 j Parcel No: 262304 -9015 Expires.: 08/21/1995 . Site Address: 550 ANDOVER PK W Location: 550 ANDOVER PK W Start Time: Bond Number: CHECK #15544 _ End Time: ' TENANT UNITED PARCEL 'SERVICE Phone : 621-6412 OWNER ROFFE INC \6� -, Phone: 206 622 -04 56 SONNY JONES, 8O8,H"OW ' sEATTCE WA. ::081 ' CONTACT UPS / DAN BRANGE-'.�::!.' ., .;,. `w,p,l r, (206)621-6228 k k k * k ' * 'k 4455 7th AV,E =;'S� = '"'SEAT,TLE WA 1;9810 ' ° �'k' ,,, .,., CONTRACTOR JOE HALL CO.1 3TRUC TI' } N.''IN . s, 1: " p �, � Pho re ; (, L? 381027 5303 PAC'IF C HY Er #''7'6' ` FIFE WA 984"4ty' i 20 il 'k * 'k •k 'k •k •k A*** *''k k k * •k k'y, 41" 'k t 'k *.*;*'91* ' k 'k'',ir' k •k 'k 'k ' k %A k t i, i t 1� ii` �'k k k * 'k��lr k' 'k •k •k •k 'k 'h •k 'k •k •k •k <' r' a !: Y . • P 1 ar t/ ' C4e F ^ ' r 1 f 1 0 00 0 1 � P .. . � . InS , e' e tion ,F ee. f•' , 5 t 00 i Q 4 fir / Other ' e : r ' a . ; �,i' i . 1 . '' ' r y' ` " , f { . n: i ff' T� T AL FEE,'. r . ; � '�,� t, 1 25. ll.�? ^ " 0 , 0 u, 'k k 'k 'k 'k 'k 'k 'k * 'k Nee* * 'k. k 'k 'k * 'k * 'k * •k 'k *‘94%.*'* 'k •k 'k .1 ,'k k 'k 'k 'k * 'k k :A• * * 'k 'k •k 'k 'k 'k * •k V* * .k14 'k �k *. k 'k ' Af. * k k * * * •k * A The under � ' g n ed : ::�h• e '1�eby appli�e.: for ,per`mi•ssi,on to perform � hau l �., : ng p �riattached map in acci rd;ance; with the�'to'1'l.o,w''i�'nq con�d��i�t•ions: . �,� ��, 1- Flaggi'n sign�ing'.'and coning 'shai ° l be r.ordance with MUT to ' r� traffic � controI''yt i f, p. ,,. ' t± 2 - Colitractor shall pro cei: t'i tledr'fl,a'imen:.�'tortraffic con ' .1') 3- 'Sw'eep 4or o•therwise'clean tr'eet;'3', to t,he'', s`a-t•i•s'faction of Pub`•1''ic, Wo,k.s each night +;aroundi,,:hau'l in q but.t?..i("no fl,lushi`ng owed) . 4 - Notify c'itv': inspector.. •,b'ef•arie''12:00t..noon fr:i`day pr•eced�ing any weekend work. ; , ' ,, S.'' • • 5- Permit `,i•s valid between ' the weekda,v','hour' of. -7 :011 a.m. , and3:'30 p(;`m. only. 6- Clean a remove debris from city catch ba's,ins in ;and arou haL�l'fl'ng routes. i f 7- Provide e `a'dequate' temporary access as;' n it t'o`. inte with' Q,th iveh i cl e movement or' cause trucks to travel :over•. curbs _ � 8- All vehir. comple "1 es, must, make st,op'' priors public.�r.lght -of -way. ' k* k' k' k*' kk**' k** k**' k*k• k•kk• *k ****•k'k *'k *•k'h,•k,.k k' k,' k•kk* * **,.w'k`k`k*k k'*'k'k ***k* ** *'k* THE APPLICANT MU'_ T..'fNO,TIFY THE INSPECTOR OF COMMENCEMENT AND; COMPLETION OF WORK AT LE 2' Hl h l,u.IN ADVANCE :':4' 3, ,o179'' ,', , 1 1 ' a ~ �'' .t"L_ Signature: � � D `^ .., �' «.4�;,•,. k,..�.. 9 `-, t',e W .;. V. k' k' k' k' k' k• kk***' k'k * *•k'k * *'k *'kk* * *•k'k * * *k*k k *k �k" k; y¢,:' k. ° * **k•kk•kk *•k•kk* *•k'k•k * * *'k* APPROVED FOR Ic rUA CE' BY : JJS //� . I;. sued By: • _ _ JL 4 I ill_ _ 21 Author zed Permit Centel Signature Date k'k*'kk•k•k*'k** * * * *'k'k k* *'k*'k* *•k *•kk * *•k* * k*' k**' k***• k' k• k' k*' k*** •k *•k** * *k * * *•k•k'k ** *'k'k **'k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. F i n a l Inspection Approved By: Inspector Signature Date . • C`1 (.. CITY OF TUKWILA Address: 550 ANDOVER PI( •W Permit No: PW95 -0174 Suite: • Tenant: UNITED PARCEL SERVICE 'Status: ISSUED Type: PW -HAUL Applied: 05/24/1995 Parcel #:•262304 -9015- Issued: 06/22/1995 k 'k •k •k •k •k •k 'k •k •k 'k * * 'k •k •k •k •k •k •k •k 'k 'k M 'k •k •k 'k 'k k •k 'k •k •k 'k 'k ;4 •k 'k •k •k 'k 'k •k •k 'k * •k •k 'k 'k •k •k 'k •k •k 'k 'k 'k •k •k 'k •k •k •k * 'k tk 'k •k k k •k •k k { Permit Conditions: ,... 1. ANY MATERIAL SPILLED ON T,O *A'NY�iNSTRECTTh.,.S•F,i'Acb B ,E CLEANED UP IMMEDIATELY. - . ", �.; ,. 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S. .. - 'L _ a l....,___, mi eer•-- -- s li A y 'll C H S !, HIP sbriow LID ,,-, --- , - r --- ;, --- ---- -------- ' ... .. . ,t.. ----- IL ' "IP • 1 .....%11 -- COW - - p _ ...., ; „ ,., A . cn .4- -4. . In . . '.0 . . • l's . , JVII t i( - 39 33S . - .. ' • " ,. :, • ' ,.'- '1 :ffct.7:1,-•,„,• .., , „. , vis tliii iii . ena taharitt i mmix ilitaRBSAllieD6/111ESSAILW44:10,01/AxstILISIRVallaillakiatiiiallAvaarligii/ItAg..bwrard ./ • (......' , ( • 1( ..) .,• . . . t', vztva:15, 1 p.4377co: ,..,01, ',. F , .-‘, PA i,,, I:*•Ii•44- 4.1.1tA . ' 1 1 WiliSg : t, 4 t a;•"; a' ' ''' Vikk'Si..; n'i ''Q',.ic„•;:Y i ii;i 7 r5', i';:::'-:....Itti _ - %\ f,',7.,' T /*it •....., ., i ,, ,,, V v ".. - ; . , y/ a.c 30`-0" x 36'-0" CANOPY KENT, WA or , 6 al . CO OL . ' N1 0 ,10 , ........ , .- v.,, 1,c 0"" . .01 co For k , ot i■ ' . ' . , • ..{ . A t t. ' ' . , , \ VI, Ati * ,. Vi k A ' " , ' , w ' '• •,-,011 ‘ .. t, UNITED PARCEL SERVICE .. " ,..* ...,,,,„, a .. .1,....,, At ow • . . .', :: 4 ' 4 " '. • & • •2 - — ov TOO EDL\ S A \I PAP Fs R° . zr,,9 ( ‘vo . . " g 01 fel ;i t i April 19, 1995 6 195 i ' • , ., - c4 • i i ....., Project No. - 95187 vr * w g/STIOW . ' fist 5 r .. 4 ..,c, • -. e uiLDING °I\It EXPIRES SEPT / e / _______ RECEIVED • BestwOrth-Rommel, Inc. CITY OF TUKWILA ' BESTMOST1111°41# Design and Engineering Services APR 2 6 1995 —INC.— --.L PERMIT CENTER P.O. Box 1650 Snohomish, WA 98291-1650 (206)481-2656 (800)829-8211 FAX:(206)486-3920 ',•, • p Custom UNITED PARCEL SERVICE , �/O RTH h O `f Project:' 30' x 36' Canopy t BES ' —INC.— EL Kent, WA Date: April 19, 1995 Design and Engineering Services P.O. Box 1650 Snohomish, WA 98291 -1650 (206) 481 -2656 DESIGN SPECIFICATIONS STEEL Structural Steel ASTM A36 Fy = 36 ksi Tubular Steel Columns ASTM A500, Grade B F = 46 ksi Roof Panels, ASTM A446 F, = 37 ksi Bolts ASTM A307 F, = 20 ksi Bolts ASTM A325 F, = 44 ksi REINFORCING STEEL ASTM A615, Grade 60 F = 60 ksi CONc RETE Footings and "slabs V f = 2500 psi FOUNDATION Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel q = 1500 psf • DESIGN Uniform Building Code, 1991 Edition Roof Snow Load = 25 psf Roof Live Load = 20 psf • Wind: 80 mph, Exposure C P =CeCggsl Where: C = 1.13 (Height,= 20 ft. max.)Exp C C = 0.8 Windward fascia inward (-) C = 0.5 Leeward fascia outward (-.) C = 0.7 Roof outward (t ) q, = 16.4 psf I = 1.0 SEISMIC V= (ZIC /R„)xW Where: Z 0 3 , 1 1 .0, C = 235, R, = 6 • • �'t 7 f CUSTOMER: � � � � LENT 51 �1 oR . o JOB ADDRESS: _ , BEST - INC. - CONTACT: . (206) 481 -2656 (800) 829 -8211 FAX: (206) 486-3920 �� CIS' P.O. Box 1650 Snohomish, Wu 98291 -1650 DATE: • ooF r rL A ,-r - 1 mac, I I . : ' ' I I , � ' - I ' ti t �? t 1ti I ' 1 • • • H . ( I .. t .... i I i - 1 (.till 1 X 1 Co ' ' ' 12 a2. w _ i ... _._...... _ .._. j j I j I j .. _.1- I 1 J 1 1 1 i y i I 11,h r .. 1 1 t•- 11 k 1 CO ; ; ... i t f I I I 1 i I I , ' ` ��: • can r I Y ei 1 ...... , nor- �,trvn .1 1... 1 ... ' _._.� .............._._.� _ ._ F. f 1 , • ■ -Pr,../1 • o el-D. ' ! 1 • 1 , I Li a�,ya I- I - l , 1 � .. j r' ` 411.").1 _ i _ 1 'r(1. ∎, 4 1 /d 1 I� 1 I 1 1 t . i _. i..._.. 4 .... 1 .....i 1^ '1:i ` .,; 1 I I _..� 1 �� % i t I t t 1 I I .. ... _ j __ I _ T. . 1 i ,....0.•,(.411 NIBS CUST f M » 'printt,tq service r(Ur1 , nrl t MI I FIIF +I CO; Nuts i,... I'.Hr LY,', t, tot tt 11,1.1Yt:(.I (II)4O. IV9. • � CUSTOME ' ? 1�' 'NR 1 t/ Al i Y • O R 4 . 'I JOB ADDRESS: ► 6-6-11". yS 11 + BEST YY - INC. - � CONTACT: (206) 481 -2656 (800) 829 -8211 FAX: (206) 486 -3920 1 2 l P.O. Box 1650 Snohomish, Wa 98291 -1650 DATE: L TERAL` LOADS: I ! WIND: ... i. wu T:_T T~T T ~ l"1 fi 1' 1 T T ; 11 l ._ ' i F n ,, ,,w, I 1 P= CeCggsl . _ - ' i 1 n 80 mph, Exposure C .._.._. _._..i _ -- Ce � � = 1.13 ! h �. 4..._. .._ . _.._!. . i. _... _ + I qs = 116.40 .: . Cq = 0.80 (in) - -> i ' I I I 0.50 (out) -> I.. v _.(. __, __. _..__.._I _ s Cq = ; 0.70 T Roof . _ .+ _.. _.. i Cq = 1.30 .T Roof elements i 1 I i 14 ..! Ill P = 18.53 x :Cq . F = ' 2.00 ',ft: , w d -- - -.... I._. -! 7:00..1._. - _.. • 1 I h= '16 •ft. w fascia= ; 15.00 ' 1 ' Canopy W = 30.0 ft. 'w snowj= ' 25.00 t , I I Canopy iL = ; 36.0 ,ft,.. _d ... 1 -._�.. • .' ...I- ._ - - -_ . j...._.:_ -.. • • ' No,of Cols - 4 i • :LOAD TO STRUCTURE: w;, = :18.53 x Cq = , 14.83 psf I W = 18.53 x Cq = 9.27 psf I ! Fascia: I i 1 ! ! + ' li 1 I w;,= 114.83 xF= 29.7 ! # /lipft.i..- ....., . 1 1 .. -- - --- -; - - - - w = 9.27 x F = 18.5 # /Iin ft.' t + ' + i • w h - 112.00 + ; I 1.00 /2 x 29.7.: =. _ 534 I. I . 1 _. , w a - 1 12.00 + '• 12.00 /2 x 1 18.5 334 + I I i • i _ No, of columns /line= ' ' 2 4 - 867 Ibs. 1 j Load per col= ! 867' /No.cols= 434 ..lbs, UPLIFT: 1 I w I 1 8.53 x Cq = ; 13.0 ps (Total roof) I . _ .. i .._.. - • w„= 08.53 x Cq = • ! 24. psf @ stringer • i W up = 14010 Ibs. ' + 1 1 i ! _... I t . Wl up =.. ! 3503 lbs. per col i . I . i ' i ! 1 + + 1 I I i SEISMIC:; i t __._ ... I V (ZIC /Rw)/W Z= 0.3 1 I = , 1 1 C= 2.75 I Rw = 6 W.now% 0 • I W = 9 54 0 lbs _ _.. ! _ i. .. -_ . . ; V = '0.138 x ■Al= 1312 Ibs ! + . ; +_..... __.. ,.. ........ F col :328 lbs per col ! Wind Governs •. ! I 1 ; ID H„, . , u' Gall NEIiS CUST I M' %IrvIr•r 1411 nu I. 1 xr,n.ton rail M fls iiu.lkrwumwyh. ini 0•14b$ ih I. Nu: n ry1 i40 194 . . , „ Fl !PIO CUSTOMER: ( .1 . . BEST V " EL JOB ADDRESS: CONTACT: (206) 481-2656 (800) 829-8211 FAX: (206) 486-3920 P.O. Box 1650 Snohomish, Wn 98291-1650 DATE: 1 1 1 I 1 I i i A I ! I I 11 ,...;_s_f e. e.,0 ...._ ............. j _ — 4 1 e-i..-1 kr A i ! : 4 i F . I i I ' . .. . ..... . .__ .. ..... _..... _ _..... ..... • 1 i • 1 . • • I • j ' /1 i i ' 1: ' I el/- . 1 1 I • 1 1 1 / ) !:: 1 e , ' • • ...■■■• I 1 ! I , . I • t A 14 ., ,, , • I I , = 1 14 - A -.. e2.44y. _..- .1 il ...7 i P ■ f i L ' , i • • , i , .1..s = • , ebo - 1 ' - I- . 44-2:0 .... 1 , , ; . - 1 K. i I 1 . , ; ; , , , , i , . - i 1 . 1 I Al - i 4 4 1 i i _ .. ....... ._..... _.,.._.._..... ._._ _ ._. : 1 I. , .0 , r1- - 0 s : / I La " 1 IT c. te- (A.i I Tx.r4-4 ; • , , I ; 1!111 ; 1 ! I i 1 1 41 ), . 1)0 = ' /, x 1 1.' - I 5I' I ril . 'OIL' ! x I A I l'ir C,2e; 44 /i 1 d s I'l g I 11 / I ID )1 Jz. 4 al I 17 I 1 4 I ) j l' 3-5 ..,. 1 .7 . ..)),3 +1 / - o 2. - . 1 A : ; -20 )(, 1 7,1, ,:z.L,/., -tv I ! ii ...., _............._._ . 1 .. __......_________ ___........1_ : , ,....._ „...............- ....... - , : , ; . li,i 5 E... I 4 6 1 v - • . • , amil . • • — .. . . _ ' I III _ III . . , . . ... . . ...... ...... _... . . . .• . . , . . . . To ryP000loi can NESS (UM M "orkil big service Itti. TIME I won/mon New fir, . NIP.lxv umIli. IP I OVA ittl.149:G 01240S19 . , --_ , • ...-- L --=---=--================= PROGRAM : Continuous Frame Analysis v1.41 PAGE NO. 4 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 05 11:17:26 199E JOB : PAN-L-DECK JOB NO. : 24 RUN : ONE SPAN + 2 CANTILEVERS NODAL INFORMATION NODE NODAL COORDINATES SUPPORT COND. NO X Y CODE ===,============_.__=__=_._=____. ._==== ..........=,_===================ic Units : Ft Ft 1 0.000 0.000 2 4.750 0.000 H 3 19.750 0.000 XR 4 24.500 0.000 ...............................========================================== ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NO NODE NODE LENGTH ANGLE TYPE Units : Ft Deg 1 1 2 4.750 0.00 1 ' 2 2 3 15.000 0.00 2 3 3 4 4.750 0.00 1 . .. .__= = ===== PROPERTY INFORMATION PROP SECTION NO • NAME MODULUS • AREA I DIST = = Units : K /In 2 In2 In4 Ft 1 3" PAN-L-DECK (-M) 2.9e+004 0.717 0.42 2 3" PAN-L-DECK (+M) 2.9e+004 0.717 0.914 = =--= ----- = ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY == = == = =-.-= ============== Units : Ft Lb/Ft Lb/Ft Description : DEAD LOAD Element List : 1-3 1 1 UNIF GLO FRAC B 0.00 0.00 -3.33 E 1.00 0.00 -3.33 Description : DEAD LOAD Element List : 1 2 1 CONC GLO FRAC B 0.00 0.00 - 20.00 • -- = =_= ==i = PROGRAM :. Continuous Frame Analysis v1.41 PAGE BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 05 11:17:30 1995 JOB : PAN-L-DECK JOB NO. : 24 RUN : ONE SPAN + 2 CANTILEVERS ==__============== ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST • NO CASE TYPE SYS SPEC DIST PX PY = =====================================n Description : DEAD LOAD Element List : 3 3 1 CONC GLO FRAC B 1.00 0.00 -20.00 Description : SNOW Element List : 1-3 11 2 UNIF GLO FRAC B 0.00 0.00 -33.30 E 1.00 0.00 -33.30 Description : 20 PSF LIVE Element List : 2 21 3 UNIF GLO FRAC B 0.00 0.00 -26.60 E 1.00 0.00 -26.60 == ====================== ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : Lb Lb Lb-Ft Lb-Ft /In Ft . • . LOAD COMBINATIONS: • ' COMB 1 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 3 • 1 1 1 0.0000 -0.0000 0.0000 2 0.0000 -193.9925 -508.2322 -0.4321 0.00 2 1 0.0000 0.0000 0.0000 2 0.0000 -35.8175 -132.5666 -0.1314 0.00 2 1 2 0.0000 274.7250 -508.2322 521.9866 7.50 3 0.0000 -274.7250 -508.2322 -0.6423 7.50 2 2 0.0000 224.4750 -132.5666 709.2147 7.50 3 0.0000 -224.4750 -132.5666 -1.0431 7.50 3 1 3 0.0000 193.9925 -508.2322 4 0.0000 0.0000 0.0000 -0.4321 4.75 ' 2 3 0.0000 • 35.8175 -132.5666 -0.0017 4.75 4 0.0000 -0.0000 -0.0000 -0.1314 4.75 ___ . - • • , ....',.•••:!,..:•:••••:.,•:.;••• • / ••--- . V 7 1 (1, . ' • loss steel, aluminum and • pre- painted — i D 2.02 3.0 1.07Z ,476 metal on special order. • _._.,. --.- 3.1 B 3.0 1.227 ' ...G4b:; ,,' , • * SECT ION PROPERTIES PER 16" PANEL WIDTH t•;;.: . • . . • . .........., .. _ „..... . • . • '1 .1.1 . ri g M riN CUSTOMER: . '' BEsivtic)F3 - . I . '‘JIVIEI JOB ADDRESS: ' - .---.... CONTACT: (206) 481-2656 (800)829-8211 FAX: (206) 486-3920 P.O. Box 1650 Snohomish, Wa 98291-1650 DATE: - 2 A- t I • . - I 1 : ' I ' I ! ! I I ej Tiyei VI - r-I t ■ ; , . ' 1 ; : , , .. t , . ; , ■- i , ■ , t . : e-, . , ; : 1 , _ 1 • • , ev, .... ._ _..... 4 j ... 1 1. 1 I : VI- t -1 1 ) y 1 -4 K +4'0 = 161 " A ! 1 . _ ._ . . .• , t, : ' • ! , • . , . . . . . ........ ...... ______. _ . ' _ , ! : I ? rr\C'e. 1 0 \ 6 r; t-i D S, :-.- 1 ,7 X IC `' 44; I 4 , • • - • I . . • i -' . 1 - )1 I A 1 1 1:/ „. 4 ) V 2. .--- i e-2. 3 4 ; ( , L , .7... • . , . ; ! . : .! • ._ e l , . 1 , •ify , L...i. -2 0 , : -2,. ; ! ,x. z•L.) - I. - .1 (.."' i • . . 7S Tt.• ' ! " . .. L '(.., -4-4. ), 4 . 1 ; :: 1 -2 - -4 )/ . I : • , . • 1 . • , / A I '' - 1 • ' ' - ' . I S 4 . -. - * • I 0 7. 1 1 - . 10 f51 ,2. ; • . .. . - - •• • • , ; -- P. , --4).&g ; • I ; ; i• ; - - - . . 1 . .... ....... .... ... ..._ ............. ......_........ ..... ............ • • , . . , •I • ' -r . , ' - I • , , ' . it( I ' 1 'Gt. 7. I i V - 1 --i IT -11, I 1 ) i . i . I • t . i ; • , ; • . ; ID T14-5c i 34 ; (2.. '.) i ' ) I 5 1,60 S 1 . 1 • . • , I . I 1 • •1 . , . . , .... . .. . L- L. i' I 1 ')')/' 1 I V 17. .c r -- 1. - ic • 1: ; i p....0.1...4 . ; • , . I i i : I . , , S ■ ' .. I '").•)/1 ' ' . i * . ; L'i L ..) • : ...' 1, i X ' 2 0 - i ' 2 1. 0 ( I I i • . i ; pl) 0 S r; . , . ' I ) 0■Jr3 1 : D 1 1 Nei 4-4 1,. . 1:. .. L, $ I 1 • ; 1 i i : 1 . , . I. ' ' ' • i , I i ‘1 , . • i .._ , . , . -- - .. _... . . _. ..,:..... . , 10)01 ..... • • 1 1 ..„ -:-..., 11 ,.( 1 , c ( 1 (.1 - .:. 6 .4s , irf , . , i 1.-7 r ,-)v.,.. ! : . . , . ! 1 . . • 1 : . . , - - - i A)1 xi • . ,. 1. 16 . . , I . 1.-r•-••-o-t ■ I I 1 . . i i ■ I ! ■ . I 7-' 1 . ( 61- - 4.- ' t i;- g 0_._IL C 6 47 44-..,Q-r V-01 ! - '• D., filni Ca'l NESS C US r I M 'Iltlf Piing SCI•Vit e Nil, MEE I ftliftfylli (on hi, VS. hp; , Nfrillorimuli 111101158 . . = I. = = == == PROGRAM : Steel Beam - Column Design v1.89 PAGE NO. 7 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08:29:27 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 37 RUN : 95187 R -2 DESIGNED BY: CHECKED. BY: DESIGN OPTION: 1 ELEMENTS: 1 -3 MODE: DESIGN ___________ ____ = - ^ =a= = = -_ =_______________ = == === = =s+ == A I S C - OUTPUT S U M M A R Y ELEM SHAPE LOAD . Fy faxial fbx fby STRESS .GOVN NO COMB Faxial Fbx Fby RATIO CRIT = _ K /In A 2 K /In A 2 K /In A 2 K /In A 2 1 W10x17 36.00 0.00 - 22.37 0.00 0.94 H1 -3 2 21.60 23.76 27.00 1 W12x16 36.00 0.00 -21.20 0.00 0.89 H1 -3 2 21.60 23.76 27.00 1 W14x22 36.00 0.00 -12.50 0.00 0.53 H1 -3 2 21.60 23.76 27.00 2 W10x17 36.00 0.00 -22.37 0.00 0.94 H1 -3 2 21.60 23.76 27.00 2 W12x16 36.00 0.00 -21.20 0.00 0.89 H1 -3 2 21.60 23.76 27.00 2 W14x22 36.00 0.00 -12.50 0.00 0.53 H1 -3 • 2 21.60 23.76 27.00 3 W10x17 36.00 0.00 - 22.37 0.00 0.94 H1 -3 2 21.60 23.76 27.00 3 W12x16 36.00 - 0.00 -21.20 0.00 0.89 .H1 -3 2 21.60 23.76 27.00 3 W14x22 36.00 0.00 -12.50 0.00 0.53 H1 -3 2 21.60 23.7; 27.00 ,... a-a• v t ' + V 4 ^. ,* • ...., . ,. . ... ,.. .. . + ,,,.........J1.444...........a,.....c4...44, . - , , -,...^4 ..1 0.,‘•+...■ —”,.. ..,,.. ,s..,.,. 4 Y. 4 ye a . U , ir: PROGRAM : Continuous Frame Analysis v1.41 PAGE NO 8 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 19 081214 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO : 36 RUN : 95187 R-1 = = = NODAL INFORMATION NODE NODAL COORDINATES SUPPORT COND. NO X Y CODE = = == Units : Ft Ft 1 0.000 0.000 2 12.000 0.000 XR 3 24.000 0.000 H 4 36.000 0.000 ============== = = = = = = == = = = = = ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NO NODE NODE LENGTH ANGLE TYPE = = ========== =--==-==== == = Units : Ft Deg 1 1 2 12.000 0.00 1 2 2 3 12.000 0.00 1 3 3 4 12.000 0.00 1 = =_ PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA - I DIST == Units : K /In 2 • In2 In4 Ft 1 W12X14 2.9e+004 4.16 88.6 ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY = = = = = = Units : Ft K /Ft K /Ft Description : DEAD Element List : 1-3 1 1 UNIF GLO FRAC B 0.00 0.00 -0.11 E 1.00 0.00 -0.11 Description : DEAD Element List : 1 • 2 1 CONC GLO FRAC B 0.00 0.00 -0.14 . . - - - - = _____ == PROGRAM : Continuous Frame Analysis v1.41 PAGE NO. 9 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08:12 :17 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. 36 RUN : 95187 R -1 =____ E L E M E N T L O A D I N F O R M A T I O N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY = = = == r_ = == =__ =__= = == = = = =__ == Description : DEAD Element List : 3 3 1 CONC GLO FRAC B 1.00 0.00 -0.14 Description : SNOW Element List : 1 -3 11 2 UNIF GLO FRAC B 0.00 0.00 -0.24 E 1.00 0.00 -0.24 Description : 20 PSF LIVE Element List : 2 21 3 UNIF GLO FRAC B 0.00 0.00 -0.19 E 1.00 0.00 -0.19 Description : WIND UPLIFT Element List : 1 -3 31 4 UNIF GLO FRAC B 0.00 0.00 0.23 E 1.00 0.00 0.23 Description : PONDING Element List : 2 41 5 UNIF GLO FRAC B 0.00 0.00 -0.10 E 1.00 0.00 -0.10 • - - -- - - - - - -- _ =- PROGRAM f Continuous Frame Analysis v1.41 PAGE NO. 10 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08:12:18 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. 36 RUN : 95187 R -1 == = NODAL D I S P L A C E M E N T S LOAD NODE COMB NO DX DY ROTATION ====== == __-= == ___ = == == ==== === = === == == == = = = = == == = == = = == = = = = = = = = == Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 4 COMB 5 : 1.00 X CASE 1 + 1.00 X CASE 5 1 1 0.0000000 - 0.6358803 0.2887675 2 0.0000000 0.0000000 0.1567529 • 3 0.0000000 0.0000000 - 0.1567529 4 0.0000000 - 0.6358803 - 0.2887675 2 1 0.0000000 - 1.7422308 0.7839957 2 0.0000000 0.0000000 0.4318797 3 0.0000000 0.0000000 - 0.4318797 4 0.0000000 - 1.7422308 - 0.7839957 3 .1 0.0000000 - 0.5254777 0.2448397 2 0.0000000 0.0000000 0.1128251 3 0.0000000 0.0000000 . - 0.1128251 4 0.0000000 - 0.5254777 - 0.2448397 4 1 0.0000000 0.4286333 - 0.1877336 2 0.0000000 0.0000000 -0.1079699 3 0.0000000 0.0000000 0.1079699 4 0.0000000 0.4286333 0.1877336 5 1 0.0000000 - 0.5806790 0.2668036 2 0.0000000 0.0000000 0.1347890 3 0.0000000 0.0000000 - 0.1347890 . 4 0.0000000 -0.5806790. 0.2668036. (, AL PROGRAM : Continuous Frame Analysis v1.41 PAGE ND. 11 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 19 08:12:18 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 36 RUN : 95187 R-1 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB ND AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 4 COMB 5 : 1.00 X CASE 1 + 1.00 X CASE 5 1 1 1 0.0000 0.0000 -0.0000 2 0.0000 -1.4270 -9.4200 -0.2419 0.00 • 2 1 0.0000 0.0000 -0.0000 2 0.0000 -4.2830 -26.5560 -0.6568 0.00 3 1 0.0000 0.0000 -0.0000 2 0.0000 -1.4270 -9.4200 -0.2419 0.00 4 1 0.0000 0.0000 0.00lto -0.0838 1.17 2 0.0000 1.3210 7.0680 0.1573 0.00 5 1 0.0000 0.0000 -0.0000 2 0.0000 -1.4270 -9.4200 -0.2419 0.00 2 1 2 0.0000 0.6420 -9.4200 -7.4940 6.00 3 0.0000 -0.6420 -9.4200 0.0946 6.00 2 2 0.0000 2.0700 -26.5560 -20.3460 6.00 3 0.0000 -2.0700 -26.5560 0.2588 6.00 3 2 0.0000 1.7820 -9.4200 -4.0740 6.00 3 0.0000 -1.7820 -9.4200 0.0601 6.00 --, 4 2 0.0000 -0.7320 ,7.0680 4.8720 ) 6.00 3 0.0000 0.7320 7 -0.0634 6.00 5 2 0.0000 1.2120 -9.4200 -5.7840 6.00 3 0.0000 -1.2120 -9.4200 0.0774 6.00 PROGRAM : Continuous Frame Analysis v1.41 PAGE NO 12 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08 :12:18 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO : 36 RUN : 95187 R -1 _ = = E L E M E N T R E P O R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST 3 .I. 3 0.0000 1.4270 - 9.4200 4 0.0000 0.0000 - 0.0000 - 0.2419 12.00 2 3 0.0000 4.2830 - 26.5560 4 0.0000 0.0000 0.0000 - 0.6568 12.00 3 3 0.0000 1.4270 - 9.4200 4 0.0000 0.0000 - 0.0000 - 0.2419 12.00 4 3 0.0000 - 1.3210 7.0680 - 0.0838 10.83 4 0.0000 0.0000 - 0.0000 0.1573 12.00 5 3 0.0000 1.4270 - 9.4200 4 0.0000 0.0000 - 0.0000 - 0.2419 12.00 R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT = = = = = = == = = = = == Units : K K K -Ft 2 1 0.0000 2.0690 -0.0000 2 0.0000 6.3530 - 0.0000 3 0.0000 3.2090 - 0.0000 4 0.0000 - 2.0530 - 0.0000 5 0.0000 2.6390 -0.0000 3 1 0.0000 2.0690 0.0000 2 0.0000 6.3530 0.0000 3 0.0000 3.2090 - 0.0000. 4 0.0000 - 2.0530 - 0.0000 5 0.0000 2.6390 0.0000 , - .r.•4, , '''-- - C i ve. L. . = PROGRAM : Continuous Frame Analysis v1.41 PAGE NO. 13 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 19 08:32:16 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 37 RUN : 95187 R-2 = = ===== = = NODAL INFORMATION NODE NODAL COORDINATES SUPPORT COND. NO X Y CODE Units : Ft Ft 1 0.000 0.000 2 12.000 0.000 XR 3 24.000 0.000 H 4 36.000 0.000 = = ====_=__= ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NO NODE NODE LENGTH ANGLE TYPE === = = = Units : Ft Deg 1 1 2 12.000 0.00 1 2 2 3 12.000 0.00 1 3 3 4 12.000 0.00 1 = _ PROPERTY INFORMATION PROP SECTION NO NAME- MODULUS AREA - I DIST = = = ======= Units : K /In 2 In2 In4 Ft 1 W12X16 2.9e+004 4.71 103. - = ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY === Units : Ft K /Ft K /Ft Description : DEAD Element List : 1-3 1 1 UNIF GLO FRAC B 0.00 0.00 -0.12 E 1.00 0.00 -0.12 Description : DEAD Element List : 1 2 1 CONC GLO FRAC B 0.00 0.00 -0.17 . . .... _. ....,........... :.... .... ....,. _..a —.... 'r —.:r .. .... «.. ...... .......r.n..w...r.....•...r..n . «r.. ..a l.tYi.'t i::a.:.. .e.. .`.._ «................ e.. _.- ,w........ .. ✓.. ....._..,ten! .v. wr.r..... . .. L.. .r.. =. C = lc n .. LrL- =- PAGE NO. 19 TIME Wed Apr 19 08:32:19 199 JOB N0. 3i PROGRAM Continuous Frame Analysis v1.41 BESTWORTH- ROMMEL,Inc. JOB : STRINGER - 1 SPAN + CANTILEVERS RUN 95187 R -2 E L E M E N T L O A D I N F O R M A T I O N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY -•- = = =__ == Dcncr:1pL.Lon : WAD Element List : 3 3 1 CONC GLO FRAC B 1.00 0.00 -0.17 Description : SNOW Element List 1 -3 11 2 UNIF GLO FRAC B 0.00 0.00 -0.28 E 1.00 0.00 -0.28 Description : 20 PSF LIVE Element List : 2 21 3 UNIF GLO FRAC B 0.00 0.00 -0.22 E 1.00 0.00 -0.22 Description : WIND UPLIFT Element List : 1 -3 31 4 UNIF GLO FRAC B 0.00 0.00 0.27 E 1.00 0.00 0.27 Description : PONDING Element List : 2 41 5 UNIF GLO FRAC B 0.00 0.00 -0.11 E 1.00 0.00 -0.11 • } PROGRAM : Continuous Frame Analysis v1.41 BESTWORTH- ROMMEL,Inc. JOB STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 37 RUN : 95187 R -2 PAGE NO. 15 TIME : Wed Apr 19 08:32:19 1995 N O D A L D I S P L A C E M E N T S LOAD NODE COMB NO DX DY ROTATION -• = == = - - - =__ Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 4 COMB 5 : 1.00 X CASE 1 + 1.00 X CASE 5 1 1 0.0000000 - 0.6052940 0.2750455 2 0.0000000 0.0000000 0.1491570 • 3 0.0000000 0.0000000 - 0.1491570 . 4 0.0000000 - 0.6052940 - 0.2750455 2 1 0.0000000 - 1.7049199 0.7672636 2 0.0000000 0.0000000 0.4226115 3 0.0000000 0.0000000 - 0.4226115 4 0.0000000 - 1.7049199 - 0.7672636 3 1 0.0000000 - 0.4953315 0.2312928 2 0.0000000 0.0000000 0.1054043 3 0.0000000 0.0000000 - 0.1054043 4 0.0000000 - 0.4953315 - 0.2312928 4 1 0.0000000 0.4543454 - 0.1992738 2 0.0000000 0.0000000 - 0.1143537 3 0.0000000 0.0000000 0.1143537 4 0.0000000 0.4543454 0.1992738 5 1 0.0000000 - 0.5503128 0.2531692 2 0.0000000 0.0000000 0.1272806 3 0.0000000 0.0000000 - 0.1272806 4 0.0000000 - 0.5503128 - 0.2531692 .. , .. . . t. .. . ..�...... .. e.r .. r:., ....�. a N ,, rr r .. �d r.a .. r =.. t... ...r. i.. _.... ✓. vM .... rw KU�uA .� aaaa - = =a = ( '• aaa PROGRAM Continuous Frame Analysis v1.41 PAGE NO. 16 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08:32:19 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 37 RUN : 95187 R -2 _ E L E M E N T R E P O R T S ELEM LOAD NODE. SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 4 COMB 5 : 1.00 X CASE 1 + 1.00 X CASE 5 1 1 1 0.0000 - 0.0000 0.0000 2 0.0000 - 1.5690 - 10.4040 - 0.2304 0.00 2 1 0.0000 0.0000 0.0000 2 0.0000 - 4.8690 - 30.2040 - 0.6428 0.00 3 .1 0.0000 - 0.0000 0.0000•. 2 0.0000 - 1.5690 - 10.4040 ) - 0.2304 0.00 4 1 0.0000 -0.0000 0.0000 - 0.0920 1.11 2 0.0000 1.6110 8.6760 0.1669 0.00 5 1 0.0000 - 0.0000 0.0000 2 0.0000 - 1.5690 - 10.4040 - 0.2304 0.00 2 1 2 0.0000 0.7020 - 10.4040 - 8.2980 6.00 3 0.0000 - 0.7020 - 10.4040 0.0901 6.00 2 2 0.0000 2.3520 - 30.2040 - 23.1480 6.00 3 0.0000 - 2.3520 - 30.2040 0.2533 6.00 3 2 0.0000 2.0220 - 10.4040 - 4.3380 6.00 3 0.0000 - 2.0220 10.4040 0.0557 ' 6.00 4 2 0.0000 . 0.8880 8.6760 6.0120 6.00 3 0.0000 0.8880 8.6760 -0.0672 6.00 5 2 0.0000 1.3620 - 10.4040 - 6.3180 6.00 3 0.0000 - 1.3620 - 10.4040 0.0729 6.00 .,.- = _ PROGRAM : Continuous Frame Analysis v1.41 PAGE N0. 17 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 08:32:20 1995 JOB : STRINGER - 1 SPAN + CANTILEVERS JOB NO. : 37 RUN : 95187 R -2 = _ _- -_____ __ E L E M E N T R E P O R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST = -• •- _ 3 1 3 0.0000 1.5690 - 10.4040 4 0.0000 - 0.0000 - 0.0000 - 0.2304 12.00 2 3 0.0000 4.8690 - 30.2040 4 0.0000 - 0.0000 0.0000 - 0.6428 12.00 3 3 0.0000 1.5690 - 10.4040 4 0.0000 - 0.0000 - 0.0000 - 0.2304 12.00 4 3 0.0000 - 1.6110 8.6760 - 0.0920 10.89 4 0.0000 0.0000 - 0.0000 0.1669 12.00, 5 3 0.0000 1.5690 - 10.4040 4 0.0000 - 0.0000 - 0.0000 - 0.2304 12.00 _ _ _. _ =--= __ = =_= ___ R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT == ____= zs= = = = = = = == . Units : K K K.-Ft 2 1 0.0000 2.2710 0.0000 2 0.0000 7.2210 0.0000 3 0.0000 3.5910 -0.0000 4 0.0000 - 2.4990 - 0.0000 5 0.0000 2.9310 - 0.0000 3 1 0.0000 2.2710 0.0000 2 0.0000 7.2210 0.0000 3 0.0000 3.5910 0.0000 4 0.0000 - 2.4990 - 0.0000 5 0.0000 2.9310 0.0000 FA3. UNDEFORMED SHAPE 3 1 5 P 4 x 3 4 MINIMA X 0.000E +000 1F 2F Y 0.000E +000 �..�. ....� MAXIMA X 2.400E +001 Y 1.750E +001 • NOTES JOB ID: CROSS ARM WITH 2 COLUMNS RUN ID: 95187 PROGRAM : General Frame Analysis v2.05 PAGE Nb. 18 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 19 11:20:22 1995 JOB : CROSS ARM WITH 2 COLUMNS , JOB NO. : 38 RUN : 95187 NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF = Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0.000 F 2 16.000 0.000 F 3 0.000 17.500 4 24.000 17.500 5 16.000 17.500 == ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP ELEM NE PE NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE . Units : Ft Deg 1 3 5 16.000 0.00 1 BEAM 2 5 4 8.000 0.00 1 BEAM 3 1 3 17.500 90.00 2 BEAM Y 4 2 5 17.500 90.00 2 BEAM Y = = PROP.ERTY INFORMATION . PROP SECTION NO NAME MODULUS AREA I DIST . . = Units : K /In 2 In2 In4 Ft 1 W12X26 2.9e+004 7.65 204 2 TS10X10X.25 2.9e+004 9.59 151 = = ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M . Units : Ft K /Ft K /Ft Ft-K /Ft Description : DEAD LOAD Element List : 1 1 1 CONC GLO DIST B 2.00 0.00 -2.07 0.00 Description : DEAD LOAD Element List : 1 • 2 1 CONC GLO DIST B 13.00 0.00 -2.27 0.00 .. :. :.:,..,'.....•.:'.w.•._F:u., urn..• r.:... v...• ............... .+...xr......,.R,....- .......•w aavr:+ee..- ,n..a,r rr. x.>...»• us6mw '.:ar.?"rnWYS'.a'.1TGY.fYCUl4 `Gh ... j � . �... C r PROGRAM General Frame Analysis v2.05 PAGE NO 19 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:20:25 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO : 38 RUN : 95187 _= = =_ = == _ E L E M E N T L O A D I N F O R M A T I O N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M ___ Description : SNOW Element List : 1 3 2 CONC PRO DIST B 2.00 0.00 -4.28 0.00 Description : SNOW Element List : 1 4 2 CONC PRO DIST B 13.00 0.00 -4.95 0.00 Description : WIND (UP) Element List : 1 5 3 CONC PRO DIST B 2.00 0.00 4.12 0.00 Description : WIND (UP) Element List : 1 6 3 CONC PRO DIST B 13.00 0.00 4.77 0.00 N O D A L L O A D I N F O R M A T I O N REC LOAD LOAD PX PY M NO CASE TYPE DX DY BETA _ =__= = - -= u =____________ Units : K K Ft -K Ft Ft Deg Description : DEAD LOAD Node List : 4 1 1 FORCE 0.00 -2.07 0.00 Description : SNOW Node List : 4 2 2 FORCE 0.00 -4.28 0.00 Description : WIND - -> Node List : 3 3 3 FORCE 0.53 0.00 0.00 Description : WIND - -> Node List 4 4 3 FORCE 0.33 0.00 0.00 Description : WIND UP Node List : 4 5 3 FORCE 0.00 4.12 0.00 PROGRAM : General Frame Analysis v2.05 PAGE NO. 20 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:20:26 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 NODAL D I S P L A C E M E N T S NODE LOAD NO COMB DX DY ROTATION Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 3 COMB 5 : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 3 3 1 0.0000 - 0.0009 0.0110 2 0.0000 - 0.0028 0.0310 3 0.3060 0.0009 - 0.0082 4 0.1530 - 0.0019 0.0214 5 0.3060 0.0000 0.0018 4 1 0.0000 - 0.2270 - 0.1639 2 0.0000 - 0.6903 - 0.4992 3 0.3061 0.2186 0.1586 4 0.1530 - 0.4675 - 0.3380 5 0.3061 - 0.0130 - 0.0090 E L E M E N T R E P O R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST =__ Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 -. n. L■ ' .a >'..s .1: a in, , • •:n..- . . _......- n « J _ =_= a' -. \...= == == = == LAC PROGRAM : General Frame Analysis v2.05 PAGE NO. 21 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:20:26 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 = = == = E L E M E N T R E P O R T S . ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST = == = = = = = = = =_= = == COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 3 COMB 5 : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 3 1 1 3 0.0000 1.2015 0.0000 2.4030 2.00 5 0.0000 - 3.1375 - 16.5520 0.0320 10.50 2 3 0.0000 3.7361 0.0000 7.4722 2.00 5 0.0000 - 9.8369 - 50.8240 0.0949 10.54 3 3 - 0.0999 - 1.2386 0.0000 - 2.4773 2.00 5 - 0.0999 .3.3144 16.4240 - 0.0285 10.64 4 3 - 0.0500 2.5161 0.0000 5.0321 2.00 5 - 0.0500 - 6.6109 - 34.3360 0.0647 10.53 5 3 - 0.0999 0.0287 0.0000 0.0574 2.00 5 - 0.0999 - 0.0353 - 0.7120 0.0030 9.76 2 1 5 0.0000 2.0690 - 16.5520 4 0.0000 2.0690 0.0000 0.0198 3.38 2 5 0.0000 6.3530 - 50.8240 4 0.0000 6.3530 0.0000 0.0609 3.38 3 5 0.3340 - 2.0530 16.4240 4 0.3340 - 2.0530 0.0000 - 0.0197 3.38 4 5 0.1670 4.2920 - 34.3360 4 0.1670 4.2920 0.0000 0.0412 3.38 5 5 0.3340 0.0890 - 0.7120 4 0.3340 0.0890 0.0000 0.0009 3.38 . 3 1 1 - 1.2015 .0.0000 0.0000 3 - 1.2015 0.0000 0.0000 2 1 - 3.7361 0.0000 0.0000 3 - 3.7361 0.0000 0.0000 3 1 1.2386 0.4341 - 7.5961 3 1.2386 0.4341 0.0000 ..0.0589 7.40 PROGRAM : General Frame Analysis v2.05 PAGE N6. 22 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:20:26 1995 t JOB : CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 E L E M E N T R E P O R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM /DEFL DIST 4 J. -2.5161 0.21V0 - 3.7980 3 - 2.5161 0.2170 0.0000 0.0294 7.40 5 1 - 0.0287 0.4341 - 7.5961 3 - 0.0287 0.4341 0.0000 0.0589 7.40 4 1 2 - 5.2065 0.0000 0.0000 5 - 5.2065 0.0000 0.0000 2 2 - 16.1899 0.0000 0.0000 5 - 16.1899 0.0000 0.0000 3 2 5.3674 0.4339 - 7.5939 5 5.3674 0.4339 0.0000 0.0589 7.40 4 2 - 10.9029 0.2170 - 3.7970 5 - 10.9029 0.2170 0.0000 0.0294 7.40 5 2 - 0.1243 0.4339 - 7.5939 . 5 - 0.1243 0.4339 . 0.0000 0.0589 7.40 = = R E A C T I O N S NODE LOAD I NO COMB PX PY MOMENT _ =__ Units : K K K -Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 1 • + 1.00 X CASE 2 COMB 3 : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 3 . COMB 5 : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 3 1 1 0.0000 1.2015 0.0000: _.:"•:e::..r.:.::::: : sac:::, c,'::;: e.•. u: u...:: xr: x.::.*,,. • rr.. . w•::3: wv.:». e„, m. r.:,.,......., w...,.......,...._.....,.,.,,.....- ., n... wxrvrw:. nx.,.,...;. ro,. rrinzw, r,. �:+. a,«...> n. w. r.,....; .,....»,.•.«...t,........».�... , == k , - j == ====== = PROGRAM L General Frame Analysis v2.05 PAGE NO. 23 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:20:26 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO : 38 RUN : 95187 = == ======== === =s = = == = __ ==== === = = === = = = = = == R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT = = = - -= = 2 0.0000 3.7361 0.0000 3 - 0.4341 -1.2386 7.5961 4 - 0.2170 2.5161 3.7980 5 - 0.4341 0.0287 7.5961 2 1 0.0000 5.2065 0.0000 2 0.0000 16.1899 0.0000 3 - 0.4339 - 5.3674 7.5939 4 - 0.2170 10.9029 3.7970 5 - 0.4339 0.1243 7.5939 1y 1 ( 1- ,"7Y.q) �)•v - = ( ---- 4 .Z C� x4 \ � L , 2, 33' k ; L = -__ = PROGRAM : Steel Beam - Column Design v1.89 PAGE NO. 24 BESTWORTH- ROMMEL,Inc. TIME Wed Apr 19 11 :34:57 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 DESIGNED BY: CHECKED BY: == _ == =es = = === == DESIGN OPTION: 1 ELEMENTS: 1 -2 MODE: DESIGN _ ======== == === = = == ===== = = = = == 11 ;l S C - O U T P U T S U M M A R Y ELEM SHAPE LOAD Fy faxial fbx fby STRESS GOVN NO COMB Faxial Fbx Fby RATIO CRIT K /In A 2 K /In A 2 K /In "2 K /In A 2 1 1 W10x30 36.00 -0.00 -18.82 0.00 0.87 H1 -3 2 7.60 21.60 27.00 1 W12x26 36.00 -0.00 -18.26 0.00 0.85 H1 -3 2 9.24 21.60 27.00 1 W14x30 36.00 -0.00 -14.52 0.00 0.71 H1 -3 2 8.99 20.48 27.00 1 36.00 0.00 -18.82 0.00 0.87 H1 -3 2 21.60 21.60 27.00 2 W12x26 36.00 0.00 -18.26 0.00 0.85 H1 -3 2 21.60 21.60 27.00 2 W14x22 36.00 0.00 - 21.03 0.00 0.97 H1 -3 2 21.60 21.60 27.00 • al E w tO - 3 0 . ..: %M'.Sa .,n•.:r orn,:n.,..w re .,nw. *.aTh4 a:. w.. r,,»....,.........—......:............... r.,.....:... vam... w... w., xarrnw.. e, a*- xx., r.,. nx.,.. nPn+. r,.. wv+. w..... rw• n+. ...w.w..oa+.:a- ..+..ww..+raww.a zw•.v rw•. »vru.:lr.Yrr:.aaYYrs». :"1:.:_��:.'.. • PROGRAM i Steel Beam - Column Design v1.89 PAGE NO. 25 BESTWORTH- ROMMEL,Inc. TIME : Wed Apr 19 11:34:59 1995 JOB : CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 DESIGNED BY: CHECKED BY: DESIGN OPTION: 2 ELEMENTS: 3,4 MODE: CHECK _ == = = = = = == ==== = = = = == == == = = = = = = == A I S C - O U T P U T S U M M A R Y ELEM SHAPE LOAD Fy faxial fbx fby STRESS GOVN NO COMB Faxial Fbx Fby RATIO CRIT K /In "2 K /In "2 K /In "2 K /In "2 3 TS10x10x.25 46.00 -0.00 -3.21 0.00 0.12 H1 -3 5 13.84 27.60 27.60 4 TS10x10x.25 46.00 -1.14 -1.61 0.00 0.14 H1 -3 4 13.84 27.60 27.60 =_ = === = = = = =_ == BASE P L A T E D E S I G N _ = = = == = == = = =. = = = = = =_ = = = = = == =============_ = = = = = = = == = = = == = = = == = = = = = = = = = = == Base Plate Design for: TS10x10x.25 Code: AISC Design Method: ASD =_= _ Element No. 3 Plate Size: 18.000 (Y) x 18.000 (X) x 0.7500 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: 3.53 K (LC 3) Weld Allowable Stress: 28 K /In "2 Actual Bearing Stress: 0.15 K /In "2 (LC 5) Allowable Bearing 0.97 K /In "2 Area of Concrete: 400.00 In "2 * ** Note: Program Does Not. Check Bolt Clearances or Min. Weld Sizes — — —= Je— PROGRAM : Steel Beam-Column Design v1.89 PAGE NO. 26 BESTWORTH-ROMMEL,Inc. TIME : Wed Apr 19 11:34:59 1995 JOB: CROSS ARM WITH 2 COLUMNS JOB NO. : 38 RUN : 95187 DESIGNED BY: CHECKED BY: BASE PLATE DESIGN Base Plate Design for: TS10x10x.25 Code: AISC Design Method: ASD = = Element. No. 4 • Plate Size: 18.000 (Y) x 18.000 (X) x 0.7500 In Bolts Req'd: 4 - 1.0000 In Bolts For Stress Weld: 0.2500 In Fillet A11 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: 4.52 K (LC 3) Weld Allowable Stress: 28 K /In "2 Actual Bearing Stress: 0.16 K /In "2 (LC 5) Allowable Bearing 0.97 K /In "2 Area of Concrete: 400.00 In"2 *** Note: Program Does Not Check Bolt Clearances or Min. Weld Sizes • • ::::; 6 : WO R 9' _ ��. MEN CONTACT: p i s) &1 (206) 481 -2656 (800) 829 -8211 FAX: (206) 486 -3920 � i 21 P.O. Box 1650 Snohomish. Wa 98291 -1650 DATE: A l ' i I 1 ■ i i 1 f TION TO GIRDER ' ' _ ... BEAM ;C014NEC . -: - _ I . -. - . I I _.... 1 j _ __ _ __ _._ __ GIRDER: J W 12x26 bf = ' I 6.490; I . _ } - I ... 1 ..... Ie .. _ 1� g – -- – _ ( .__. I tf = 0;380 j — _ _ = I j 9 x 3,500 • { tw = ' 0:230 i 1 STRINGER W,12x16 bf = 3,990 ; '_ ... I tf= ' 0,265 i . . l = 21250 ! �. I .. tw 0.220 � T =! I 6.35 .,... ! I �_. j f i 1 1 I I I 1 I I ._ . __ I .. STIFFNERS (Re; AISC K1,2) .. ,, _..:_. _.___ __._._ . _._. 1 I I I �j j , • tf .4(Pbf /Fy) ^,5 . Pbf=Tx5 /3! =' 1 ? 10.58 " -y _, 36.00: i W,12x26. { tf = ! t 0.22 < . i � _ 0.38._,Stiffners notreq d_. t .. __ __.__..�._. _ .. ....__... _. -..t __ -- W 12x16 tf = i 0.22 < 0,27 Stiffners notjreq d 1 i 1 ■ 1 I I i I CHECK BOLTS WITH ;PRYING ACTION (Cooper & Chen) j ! I 1 1 ; - Tb = Vb+c = Vb(1 +g /e) f.....i • 2x26 e = ........ . ........ 1.50 - _ _ – i -{- -_ • ! W11 ■ I i Vb =T /4 = 1.59 ■ e { 1 0.87 _ I .. I } W 12x16 • { � .. .'I i . . ...._ _........ __.. ._._..... _._. �w W 12x26 Tb = ' -5.30 a L 6 ` W:12x16 ' Tb = 5.69 ! { L �; , I I 4 { __.(. , I 1 : ,,,, (Ite r4)..y 4. 1,q.i--rs 1 . i 1 1 I I L _ -, ; 1 I ! ' - -- ; 1 I ! . }_ .... ... ...... ..� . . _.. 1 r i _. • i i i. _' I .._ _ , I I , I i , I tu n «,»mv, Cali NIBS (UST! M"prlrrling semi( a 1011Iii.r O94H fit'. MN; . kn. r4virw0nuh.1411031'A krl. Nu. r) 111/0:19• BESTWORTH- ROMMEL, INC Excellence By Design G P.O. Box 1650 Snohomish * WA 98291 -1650 (206) 481 -2656 Sht 'L% of 2 °l FLAG POLE DESIGN - CONSTRAINED AT THE GROUND SURFACE 1.991. URC DT SIGN R.fptJT.RJ:MFNTS PROJECT: UPS - KENT PROJECT No.: 95187 DESCRIPTION: CANOPY COLUMN FOOTING DATE: 04 -19 -1995 LATERAL LOAD, P 434 LBS. HEIGHT OF APPLIED LOAD, h 17.5 FT. LATERAL SOIL BEARING PRESSURE, f 150 PSF ISOLATED POLE INCREASE FACTOR 1 STRESS INCREASE FOR WIND OR SEISMIC LOADS 1.33 USE A 3.00 FT. DIAMETER FOOTING WITH A DEPTH OF 5.00 FT. FOOTING WEIGHT 5301 LBS LATERAL BEARING. AT 'D', S3 998.psf _ . BESTWORTH-ROMMEL, INC • Excellence By Design P.O. Box 1650 Snohomish * WA 98291-1650 (206) 481-2656 Sht/.g of 2. FLAG POLE DESIGN - CONSTRAINED AT THE GROUND SURFACE 1991 URC DESIGN RSQUIREMMNTS PROJECT: UPS - KENT PROJECT No.: 95187 DESCRIPTION: CANOPY COLUMN FOOTING DATE: 04-19-1995 LATERAL LOAD, P 434 LBS. HEIGHT OF APPLIED LOAD, h 17.5 FT. LATERAL SOIL BEARING PRESSURE, f 150 PSF ISOLATED POLE INCREASE FACTOR 1 STRESS INCREASE FOR WIND OR SEISMIC LOADS 1.33 USE A 3.00 FT. SQUARE FOOTING WITH A DEPTH OF 4.00 FT. • FOOTING WEIGHT 5400 LBS LATERAL BEARING AT 'D', S3 798 psf • .. e r .t f" - < >: : rY,:a :::.:a;:: >ix;;: >: •,. : �,., ar;r . ..$ >< <•> > '• > .na! ; ;;< »: _ > { t: a» •.> t ^ , _ 3< ''• i; ,'xy s • ;t - : i•.tl.,3r . f.P,v1:. < ri . 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Yr,.: f f f ,c Cn ."ice ,C,.s , ,tt4J,.:: /f.f.,: Y ?4.AUs..s:•.,•'� SESf > <t. .: f_ .. >.:.:f :yf3. n 6�2��95 t,,............,,,......, ur'.'rr�i!'rr1ra�.�r.'arnrc ..Hr�• <'£. d� :.:. .: .3 MATTER PRODUCER P I _ I l�S' o��k CON ERS RIGHTS ISSUED UPON THE CR TIFICA E TH S HOLDER. RTIFI ATE The Insurance Group, Inc I/� D OE S NOBAMOEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 2154 ' Tacoma, WA 98401 -2154 COMPANIES AFFORDING COVERAGE COMPANY LETTER A American States LMR COMPANY r, INSURED LETTE R • r Joe Hall Construction, Inc. L C TTE P R "Y C 1317 East 54th Ave i Fife, WA 98424 COMPANY D ' LETTER COMPANY E LETTER • /�.0�Vl�.ERn aa'f > " 5�., h� r�',+�• �Y i3i �Y >.'ivt , ;p _ 7.. ..r. .:., >L 'i'WY�$ L ''..W:": ..g, >3 .� ' Y. t .. cWT.>- (�A�T��V : . ' ' �"��.. Y ••a :. .Y.��,.,.>,.. ,t ;� � � �.r 3••�.}u �� < k �� ... 'Peg SS �� 53 . . � � yy�� : y ',, /�I p y � • ' G ,�'ifrr THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD • INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POUCY HUMBER POUCY EFFECTIVE POLICY EXPIRATION UAKTS LTR DATE (MM/DONY) DATE (MM/DO/YY) GENERAL umurr GENERAL AGGREGATE 3 COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO. $ I CLAIMS MACE El OCCUR. PERSONAL a ADV. INJURY 3 OWNER'S L CONTRACTOR'S PILOT EACH OCCURRENCE f FIRE DAMAGE (Any one Ire) 1 ' MED. EXPENSE (Any o01 porton) 1 AUTOMOBILE UABIUTY X ANY AUTO LIMIT INED SINGLE 3 1,000,000 • ALL OWNED AUTOS • A _ SCHEDULED AUTOS ' 01CD5531662 03/01/95 03/01/96 BODILY INJURY 3 (Per P erron) X HIRED AUTOS BODILY INJURY $ 2.!'.. x NON•OWNED AUTOS (Pi( accident) GARAGE LIABILITY i. ' PROPERTY DAMAGE 1 i. EXCESS UADIUTY EACH OCCURRENCE 1 i AGGREGATE $ .'j '£: • ',i, 3 {5:..' ' `:. � >t Y+` S :". er :t2� ! rf3 ? k'y fC �,, I a . f` . ' ' OTHER THAN UMBRELLA FORM < f.s.� > x: >x::>.,.•..•..�f,>3..:x,.. 5 : : . f,,�.,�,`s"f�? %• 33i'�.....i WORKER'S COMPENSATION 1 STATUTORY LIMITS #»c: < >.?;r,: ?3's AHO EACH ACCIDENT 3 ” , EMPLOYERS' UABIUTY DISEASE — POLICY LIMIT $ , DISEASE —EACH EMPLOYEE $ OTHER L • 3 DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLESr8PECIAL ITEMS . General Liability certificate to follow under separate cover. # . i C1rRT1 IS4T ITIO iW,MTt si<` ;%>:> : ' `' ' < !':•1¢ A1J0a1.1 >1.19N. . , .. i; < "'” '" f,-"v : :: ..:s ; s' :? : 6 v usa.iuri 33:,33 ... .._. yyj ........ �_ � �� ; <k ty '4'.�J,+.uu lv ��, � . . <� �i3y# •.:�, S,:- iY,�,. )�N L. 'e r.:tt •� .% .sg �: ' - WY l CITY OF TUKWILA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE J EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO f ;6 6200 SOUTHCENTER BLVD. MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE • :I:: LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR TUKWILA, WA 98188 g LIABILITY OF ANY KIND UPON THETS AGENTS OR REPRESENT • IVES. '' 4 }:I AUTHORIZED REPRESENTATIVE ...... i i :. •: � ,...e!�. .r ..(� .,. , M �� /r .r - '. ' r :f4'a�'i %, bf w�, er ; ,c, t< �. < ''A.' ..': r7 V KFATF,;:ri. 717 fGY }.#:: S'y.: ;f.:+ . ,.f :•¢..<�:. �<2;'?C. S )<t .<. ,' f: h�.f f Tf::lf:4ti`¢3.'� +'.' Gf in . c {.Zo > '£,. ,y', ,i'f.,'f� . b' $• h :Y . .. • .. i' s>• r• ?.: Y ,.. X, l� s #f:��s^tin �,i t(7i }itY1) 1 . c• J .r...�,:::..,:i::. ;::.r... . TIF.ICA.I.C.: I°.:lN U. :. ....::.�.,.: +.v. +.+..; , :�..:,.:.:.:...•.......•....... r., .........:.......r ..:....::}:; i. i.};},}::>.:..}::.;: i.}:<? i. F:? ii+•;;.:?:: :::.:.:::ii:::.:;;r. }: ?;.,.::.: r: .. � . ..r .............,:........... ...s...r..:.., . ...�....r.r... Producer: Issue Date: 6/20/95 vh NECC This Certificate is issued as a matter of information only and 747 CHESTNUT RIDGE ROAD, SUITE 305 confers no rights upon the Certificate Holder. This Certificate does .... CHESTNUT RIDGE, NY 10977 not amend, extend or alter the coverage afforded by the policy below. Insured: JOE HALL CONSTRUCTION, INC. COMPANY AFFORDING COVERAGE 1317 54TH AVENUE EAST FIFE, WA 98424 -1226 AMERICAN SAFETY RISK RETENTION GROUP, INC. 1900 The Exchange, Suite 450 Atlanta, Georgia 30339 ;'fli if hat:..he bi.c..:.o.f.. . � :r: <. »:.::> �: •.: >�;�::.;; >:;::: « }::•. .ur.. n . cl .rttpvi;. fo •• Ilia ; oltc •`ie►'iocl,rtii,f icated <: <Notwrthsland►n 'an .::rc u�remc.nt'•:tcrm fc.ondr.Uan:of':ar� oo.lracit:or:oth r doo ment vtth:t'.c.s catta °::than °::G.crtir,cAte::.mu be:��`<; issued er ilia ut iw�;th . m' ursnce: >alIord.ed ,t) e`" olta desu ibt d:her rn rs stab ect lo alt thp terms,, oxclusions ondtttons.of. ........ r. :.... .: •.:. �v.'<; :F: •? ? ::: ;:....... :FF•r•�FFiSi'....:...... ...i , .. {............:+. Y.. +: ?i' <:?.: ?i.}::•: : }: }:. +.•: r. �:::: �.+..:::: r ..+} •: } + r.v <: w. r: nv w:: Y.i•i.r,. }' } }y i:.i: �: }Y; +?ii. { } }:•: e< eer ' C '( l ,5 i::, ?;:�:F:FF;`.;X�:2': <:::t:R;: <: ;;iF'•:,v;: •::.w: ;•:: :::: •:::: r:..,•::. , :such ol.rc :L',a�xitssho. rt::m.a hnv ..b . t.red.0 .t:d >:>, :: al.d. l�um TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EXPIRATION LIMITS DATE DATE Commercial General AST185022 -1 2/28/95 2/28/96 General Aggregate • $1,000,000 Liability - Claims Made Products Comp /bp Aggregate $1,000,000 Personal & Adv. Injury $1,000,000 • Pollution Liability- Each Occurrence $1,000,000 • Endorsement Included Fire Damage (any one fire) $ 50,000 Med. Expense (any one person) $ 5,000 ASR 061 10 94 Description of Operations /Locations/Special Items: CITY OF TUKWILA IS ADDED AS AN ADDITIONAL INSURED REGARDING OPERATIONS OF UNITED PARCEL SERVICE (UPS) 550 ANDOVER PARK WEST, TUKWILA, WA / TANK REMOVAL & INSTALLATION PERFORMED BY JOE HALL ,CONS.TR .CT.ION ..I N.C. ...... ... ......... ...... ... ... .... .. ...... .......................... :..:::. w::; ;:': i! :.: •:. �: ,.:.::.:. � ?:..: i.v: •:.:•; :,... :.::::: :vr v: :::: •.::•n•: '.v::: :: :v; •::.::.vm: ?: ?: y::::::::4v::; •.r :::::.} p 1 his.CerUhcatc.rs'not:a: ollc , { in ur :ose� oni „I.h►s:.GLrti.fi,catc;Lorif rS;.no:ri ghts.on the.Certrftcate;' x'` ; ;Molder :and dogs nat�anaend .: exec .nd.:oc:<dtei�:ahe':Ce "riiis �cpndtttons. �xLlu��p �s. tn.tite.; .al'i4 �.;irefcreneed auayt ,., }: ? ::rec.r ient.of:tilrs.Certlfieate:has the: at>orr to .vet.if coyern e.s .for t }te Nttmed. I,rtsuteci >and an ;: ddition l Insureds and: the t ms' :' : <<: ..c.. o .. ira n d.: .. .. .. .. c.t�.n.,... .+ . h .....,.. �......... ..4.....n.....+ .............:.. .. }... .i....v, •.:4.: :•r } }' }:ity; :• :,< } :;iii �::: }::;::::. } }': •i:':: :vrr;::. .v }i• }r:4 d � .( r e. a.. .er. d:: v :.:� <:: rf:: : >•.....,.. ::,i..:.,<,�. +.<.r +;: },� .. }.::.rr , >� :.. {.i:•..:}:.,.. n � •r n S . . � a ... ;�:. �:: aa. i.. ;F►�.f....o.: Ce •;.. }., iii• } > } } :.::r• }; >:.:......... t . . 1 tal� � .r.:'i:4. r :+. :: }.::. '..i.. ifi•. ... ...: ^T: �T�v ;.. .:i } }: ?4 +. ...,ice "••: .,n..... ....... .:.... , .... ..,..........:,.i :.........t.....:.. r...::....+..... �::.:: r:,,:....}::: ,:::.,:•: n. i,:.,, r.. ii.}: .}:.y:.r }....:::'::i�F:%f:.:.,: y,•. }s}:i,F1•.t:a :i. +}.,F..ri ?r,.. Certificate Holder: Cancellation: CITY OF. TUKWILA Should the above described policy be canceled before the expiration date thereof, the issuing company will endeavor to 6200 SOUTHCENTER BLVD. mail 30 days written notice (10 days if canceled for non - payment TUKWILA, WA 98188 of premium) to the Certificate Holder named to the left. But failure to mail such notice shall impose no obligation or liability of any kind upon the Company, its Agents or Representatives. 0 0 Signature: , Fc Company's Representative _ CERTIFICATE HOLDER COPY INSURED COI'Y AGENT COPY ASRRO COPY FILE COPY • ASR005 08 93 • '0�WILA IA VItv f Tukwila : y2 FIRE DEPARTMENT - 444 Andover Park East I 0 Tukwila, Washington 98188 -7661 • In 2 (206) 575 -4404 • • 7908 • John W. Rants, Mayor • June 27, 1995 Fire Department Review Control #895 -0125 (511) Re: United Parcel Service - 550 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: .. 1. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 2 12 -80) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City • . y111LA •JN I. City o " Tukwila Q FIRE DEPARTMENT GI 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • y9�8 • John W. Rants, Mayor Page number 2 Ordinance #1646) 2. Piping, before being covered, enclosed or placed in use, shall be hydrostatically tested to 150 percent of the maximum anticipated pressure of the system, but not less than 5 psi at the highest point of the system. (UFC 79.708) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. A fire extinguisher with a minimum classification of 2A, 20 B:C shall be provided and so located that it will be not more than 75' from any pump, dispenser or fill-pipe opening. (UFC 79.908) 4. Install a sign, visible from the fuel dispenser(s) indicating the location of the pump emergency electrical shut -off switch. (UFC 79.903(1)) 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, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 4 s/t 06/23/95 FRI 14:41 FAX (]001 TRA poet -iN Fax Note 7671 Sato / Architecture F ,_� �..� _ _ ��J pa g f Engineering co./Depf. G .7 hone Planning Pn�na r 1 O �[� 215 Columbia Fars Phone Seattle. WA ► Y' 663- Fax �e 83 98104 -1551 L .. ..... . , ;v1 '� — i 78 682 -1133 :x Fax 621 -8782 June 23, 1995 1' RECE VED Mr. Ken Nelson JUN 2 i 1995 Plans Examiner City of Tukwilla Cum M UN! 1 Y Department of Community Development DEVELOPMENT 6300 Southcenter Boulevard, Suite #100 • Tukwilla, Washington 98188 Re: United Parcel Service Fueling Facility Upgrade, Plan Check No. B95-0125 Dear Ken: Pursuant to your letter dated June 7, 1995 and our subsequent meeting on Thursday June 22, 1995, we have prepared additional documentation for the UPS Fueling Facility Project which we hope will assist you in your permit review process. As we discussed yesterday, a "separate building" permit strategy for the Fueling • Facility would allow independent permitting of the fueling facility without modification the existing warehouse / office building and thereby avoid some of the unknown concerns discussed In your June 7th letter. Drawings for the fuel facility Indicate that the proposed canopy is a separate structure and Is structurally independent from the adjacent warehouse / office building. There are two alternative permitting approaches for the proposed fuel facility we believe are reasonable and both of which we believe will provide an acceptable level of equivalency per UBC Section 105. The first is to consider the fueling facility as a separate building for permit purposes, and utilizes UBC Section 505 (f) which allows multiple buildings on the same property and provides requirements for wall and opening protection. The second approach is to consider the fueling facility as a separate building, separated by an area separation wall. Based upon UBC Section 505 (f) each portion of a building which is separated by an area separation wall may be considered a separate building. As we discussed on Thursday, the existing solid concrete wall which separates the existing warehouse and proposed fueling facility would more than exceed any occupancy separation requirement for these uses. In mitigation, it should also be noted that UBC Section 503 Exception 5 specifically provides for deletion of a 1 hour occupancy separation between a fuel dispensing facility with a canopy which is open on three sides and a B -2 occupancy. PYPR 1 30 ONC °�v�s� °- .. ...., ..•.•. :'. :; .v... ,:s. r, 3ccy. ,. '..., ,.,,- . yw..nau,.;v ... .......... ...... ..... e. a,.. wm wr• nmr* vam- e+ u> wrr. Jn+•.•, y<• tnw ,7uro,mre,.HS.*Jxw,'.••., , ., v w. swev,+; w+ ww ,.aaw.- rt:su:m.*naa>rnn.+».naewnrFUtic • Letter to Ken Nelson Continued Page - 2 • June 23, 1995 The proposed fuel facility has a construction type (Type H-N) and an occupancy (B- 1), and, based upon permit records, the existing .warehouse has an assumed construction type (Type III -N) and an occupancy (B -2). We believe the above alternative approach to the permitting process is rational and will provide an equivalent level of protection for the users of the facility. If you have any questions please feel free to give me a call at 224 - 4682. Very truly yours, Q4‘°1‘ David Layton Project Director cc: Anders Raman, Dan Brandes File: MI64200I062296.1tr . BESTWORTH- ROMMELINC Fax : 206- 486 -3920 Jul 13 15:08 ,. - �' r 3 9 5 — (9 / 2 .5 c ' \'4 9 trb GU `i‘It,v.C? tM ,, � T o wo MM 0.N.1 BES .INC.- EL P.O. Box 1650 - Snohomish, WA 98291 -1650 206 -481 -2656 1 -800 -829 -8211 Fax 206-486-3920 FAX TRANSMITTAL To: � - L ri12.5c Fax No.0D ) 4 ) - ' , L ZZ5 Company: '1 ( coy. 'T t �wi. -k # Of Pages: 2 (Including this page) Date: _I/Ian; Project: IA 1 .aPy ' _I *I 4• °1151,x? Comments: 1Z r ■ A. 1 4 r - , „ed By: ---- P. , . . . . . , ...., , 1 Copies 8 -1--m o BEAM SEE PLAN N 1 s„,.4 ._ N ,.._r_____ L______ ._____._________..L.__ :*--I• CO o in M `-' CITY OF TUKWILA h - APPROVED A JUL 1 3 1995 o Ass' +�,Cy • O % : f BUILDING DIVISION , ■ _ i 6„.. 4$4, 30025 ..0 .47 1/3// r a T5 COLUMN PER PLAN n CO 2 (MIN) GROUT BELOW 6/1 ` `.' BASE PLATE X 0 � b T Li- in ■ (3) #3 GLOVED HOOP in — (4) r DIA x 24' - t ■ TE5 WITH GENTER A HEADED ANCHOR - �R055 TIE_ S L "SOL-TS. 18' MIN Ili r J EMF3EDMENT (8) #5 VERTICAL ' -..... —QA (4) #1 GLOSED HGOP r 3 0 ) POR TIES 0 12' O.G. = PAM 4/0/0 ty _: .,f. , 3R T HR2r�1�,,_ L e ` $ DIA_ w rt"G7 N.• r x E - �► 43187 is _7EG TION KENT. OA`*t.V,TON 511-MT: f of f ` 5 cale 1/9 - C -0' .� .. i � /. r Y W ILA' 1 � i C� ty of Tukwila l a John W Rants, Mayor -, Department of Community Development Steve Lancaster, Director Ale 1908 - June 7, 1995 Dan Brandes 4455 - 7th Ave. S. Seattle, WA 98108 RE: United Parcel Service proposed canopy Plan check number B95 -0125 Dear Mr. Brandes, Regarding the proposed canopy, the Building Division staff has received and reviewed the letter with supporting documents submitted from UPS District P.E. Manager, Andrew R. Watson. The staff has concluded that the request to grant an exception outlined in Mr. Watson's letter would not be approved. The staff determination is based on three factors. 1) We cannot waive Uniform Building Code requirements because of other un-reiated regulatory standards. 2) We cannot approve an increase of allowable building area to an existing building that is surmised to be currently over area per U.B.C. Chapter 5. 3) The original building analysis requested on item #1 of my May 15, 1995 letter has not been provided and therefore specific Building Code determinations regarding the existing building can not be completed. To pursue the appropriate permit approval for your project, this department requires that a Washington State licensed architect be provided by the applicant to provide additional plans and /or documentation for this project as referenced in U.B.C. Section 302(b). Regarding the tank replacement utility permit application only, please contact the Tukwila Public Works Division at 431 -3650. To confirm you have received these comments, please contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8:30 am to 5:00 pm at 431 -3670. Sincerely, lAAAAL-\_ l r 'Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 1 of t2 C it y �� Tukwila John W. Rants, Mayor - I �L4 iil / s Sys vim" 1 0 o,►�� Department of Public Works Ross A. Earnst, P. E., Director 9os . y _ = NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: Q ,1/� PUBLIC WORKS ENGINEERING DATE: JUNE 5, 1995 SUBJECT: UPS UG Tank Replacement 550 Andover Park W. Project No. P94 -0044 Activity Nos. PW95 -0174, 0175 and 0176 Contact Person: Dan Brandes �nn, Phone No. (206) 621 -6288 C aL,t�,Z L.. to f g q s t Qf Ki' 5 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 6,1995: PERMIT FEE Pwag () (75) Land Altering -'W'u° (�lZZ $55.50 91/0(6 -0 t 1 b (76) Sanitary Sewer - in /c15 $20,00 TOTAL: $75.50 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of the Certificate of Insurance, Permit Bond and haul route map.) (74) Hauling - sued `22 qS I $25.00 Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file, JJS /jjs Attachments a /s cf: PW Utilities Inspector (w /copy of application /plans) Development File(w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 . 1 1 J N E '95 7 : S'8 PAGE . 0G 1 0 King County Depertrnent of Metropolitan Services Industrial Waste • 130 Nickerson St., Suite 200 • Seattly, WA 98109 - 1658 • (206) 689.3000 May 1, 1995 CERTIFIED MAIL RECEIVED RETURN RECEIPT REQUESTED JUN -2 1995 Andrew R. Watson TUKWILA United Parcel Service PUBLIC WORKS 4455 7th Avenue South Seattle, WA 98108 Dear Mr. Watson: Your plans for the oil /water separator to be installed at United Parcel Service located at 550 Andover Park West in Tukwila, Washington have been reviewed by the Industrial Waste Section of King County's Department of Metropolitan Services (Metro). Approval is hereby given for the Utility Vault 577 -SA separator that you had selected with the inclusion of an inspection and sampling tce that is to be placed on the outlet pipe. This sampling tee should have one open end extending well above the surface of the wastewater and the other open end extending six inohes below the surface of the wastewater. An emergency isolation valve that is well labeled will be required on the discharge side of the separator. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. No significant amount of storm drainage shall Enter the sanitary sewer; i.e., the uncovered area tributary to the separator shall not exceed 200 square feet. 2. The oil/water separator sampling port or inspection tee on the outlet line shall be accessible to Metro personnel during normal hours of facility operation. 3. The oil/water separator shall be properly maintained so that effluent from these structures does not exceed the Metro discharge'1irnitation of 100 milligrams per liter (mg/1) of minera.1/petroleurn (nonpolar) fats, oils, and grease (FOG) or 100 mg /l of animal vegetable (polar) FOG. This design approval does not in any way guarantee that the oil/water separator will function as described by the fabricator or manufacturer. Further, the approval does not relieve United Parcel Service or any subsequent operator of the responsibility to enlarge, modify or replace the oil/water separator to meet Metro discharge requirements. This design approval shall not be interpreted as excusing the user from compliance with any applicable federal, state or local statutes, ordinances or regulations. Water Pollution Control Department • Clean W Ater —A Sound Investment .1... ... J-., V•. . ., . ..r .. ... ! .,, e.r•.. ..w r..n -e m,. ry . w.nw+s.rv,•w.. riC av Ylfia {. ... ^.:fYPV ".V 4f: '+.!r'F n��.'d_ JUN 2 '95 7:40 (_ PAGE . 001 • • Andrew R Watson • May 1, 1995 Page 2 • After installation of the separator and prior to initiation of discharge fill the system with clean water. If you have any questions, please contact me at 689.3027. Thank you for your cooperation in this matter. • Sincerely, ! .l'i I � l�L. -� �(�. . Krista Matthiesen - -- Senior•l;ndustrial Waste Specialist • • . Industrial Waste Section Environmental Programs cc: Doug Knutson, Dept, of Ecology Kanni Wong, City of Seattle Doug Hilderbrand, Metro \OWSA • 1 • . \ k 0 )(L. mnrc mm, ww JUN 5 '95 9:43' 'U4 'L. ,aJ lL•Vl« ...vAu Y *II y .• .....• ....•... .- - ..... - -- PAGE .13131 a Vt✓ UNDERGROUND STORAGE TANK . For•Offico IJK 0n1 • 30 DAY NOTICE 'D . i - See back of form for instructions '� Q ll i N r r c• 4 T 11 17/f: a r Please E( the appropriate box J I 1 Si IL 11 f e C O L U G Y Yrtttlt r.j.. � In ten Iw I 1 to Install .1 to �, TUKVVILA � 1)clth 1J NG -WoRKs • SITE lilFtl )AtylivrIC_Ir.i.: Site ID Number (on invntne nr evAUwbIn from Ecology it tho tank is rook:tared): 1103700 Site/Business Name: UNITED PARCEL SERVICE - _ Site Nddraaa: 550 ANDOVER PARK WEST r )weer/Operator IrttnnMnrt: ( 206 ) - 575 - 4452 'J,'UKW'ILA, WASII I N(.4T(IN - 98188 -3320 I _ — Prr. "LP •ca,n TANK fNFOAtr/IATION -. " .;:: 44' NKS` OSEO r TANKS TO BE INSTALLED This section to bo fii11oO out ONLY 11 tanks are bol�, romaved ► hit; r.rr, $K4'. to t:r: hnr•rl rreu r >NLY tank it) Projected Tank'' " Substarl ' Oat° Is Moro 11 111x. • T aal au.'tn.unu nr.1.01. • •r Closure Capacity Storgcl lank product ut (lulu l.rrrk lank ((I n, r Data .. .; last used the tank? w.n, t t l<rx. (Yes/nil) W111tlrr•11 111 :;t:t11II.Ul: '1 ... _, 11/1/94 10,00g .- UNLEAD33D YES _ _ ._ - 11.11(1(1 _ _ ___t 11/94 _ UN1.I:ADI :I CASOL 1 NI•: • _. .._ . + ,� , .,�„ . _ _....... _ -•• -• -- - TANK INSTALLATION TO BE PERFOAME© BY (it known ! w �; , . ; r' ) l — Service Provider: JOE HALL CO $TRUCTLOt'1. INC. Corltrrr :t Nano. — littt3ERT WALKER Teleprrolw: (NIA ) 922 -6815 - Address; • .. , - 1 54TH AVENUE EAST FIFE, " WASH I NC'I'ON' ""' 98424 --1226 • pr Nail. 2rPdS.afs 5 406 - n It! Bo Irf"' put • 1. 4 Ira a % TANK PeAAr1ANENT�C.LC�StJFiE TO BE PERf=UNMD B!t :tralxlln�renulvarl Su►vico Provider: __.. t.J 1ALL CO IIUCTX1 N INC. - -• •- ' RARV PJA�___ -.- -- Contact Nrin e: ROBERT HAIfKE* . _ -- VA �.. I n II I PVTi L - • - -- T.I.p .: (..20)_._922 - 15 _.__. - .. JUL 1 t993 _ . C E1:t?K� � 1 1 •1A8 . 1i7 • Nt:'i't�N 98424-A22 • _ - . - '� t •r.r.u._ :tip• .., ., zw.cam 7 .t - ....._ ..._.... • � •nsf«m pp � yy ; yy b �� bsarn.darAu ddrws "- • r ^T - ._.. •• -'• ~-�- -a — 0FX UNITED PARCEL SERVICE - IwL BRAN )E6 ' ! [i ' I ' 1 .� - '•I APR 1 4 Iy55 .. +►aoaEts, 44 55. 7TH AVENUE SOUTH - i SEAT. WA 9 8108 -- knot! Once veilsodpl E0Olo ' hii t' ry snoa bow it • op, •• . 2 s' 11:In( x.tr,YstrrrQQttet the Mau 17::1od above. • . Pkase: type or print information ' ttC'Y u1 I).1i Post•.it' Fax Note 7671 . Date .11 _.... To 90,,,,,,„.„, Src-r a +ef From ).cc., era •r!F S _. 1 . • Co../Dept. Co. ve - -• • Phone 4 Phone A ' Fax tt Z.( ( to �� Fax $ i i i 1 • . •..,+::...:• s(f'•,vc.. ,. .. .:x r...:R.:,..,:, .:, ,n... ... . », «.,n. ..,. ..� n. ,...: rs . .r x n »,'.. r - x Fx x r^. -e=+, +rr rn ^x.. . •t'fk: ?7 i21.5 ,y, u, JUN 5 '95 9:43 PAGE.002 • Pti et Sound Air Poll( tion Registration No. G13298 No Control Agency n of Contwction No. 11209 HEREBY ISSUES AN ORDER OF APPROVAL Data : nn o 1 9 • TO CONSTRUCT, INSTALL, OR ESTABLISH Stage 1 & 2 vapor recovery using Two Point System on one 12,000 gallon underground gasoline storage tank, and 2 OPW Nozzles on a Vapor Balance Style Dispenser. • ROBERT WALKER P JOE BALL CONSTRUCT1ON INC 0 UNITED PARCEL SERVICE (DAN BRANDES) • L 1317 54TH AVE E N 4455 7TH AVE S , • C FIFE WA 98424.1226 R SEATTLE WA 95108 A 7 .. .. _ _ . .. INSTALLATION ADDRESS UN1TEn PARCEL SERVICE, 550 ANDOVER PK W, .TUKWILA, WA, 98188 THIS ORDER IS ISSUED SUBJECT TO THE FOLLOWING RESTRICTIONS AND CoNDrriONS 1. Approval is hereby gamed as provided in Article 6 of Regulation I of the Puget Sound Air Pollution Control Agency to the applicant to install or establish the equipment. device or process desenbed hereon at the INSTALLATION ADDRESS in accordance with the plans and specifications on file in the Engineering Division of PSAPCA. 2. Compliance with this ORDER and its eondldons does not relieve the owner or operator from the responsibility of compliance with Asgulations 1, I1 or III, RCP/ 70.94 or any other smisaion control requirements, nor from the resulting liabilities'and/or legal remedial for failure to comply. Section 5.05(e) of Regulation I requires that the owner or operator must develop and Implement an operation and nulntemnec (O&M) plan to assure continuous compliancy with Regulations I, II, and III. 3. This approval does not relieve the applicant or owner of any requirement of any other govcrsrmental agency. • • • � 1 i 1 ail' 'S 7°. A). - • Y C. VAU . 1 JAY M. WILT -.ENBERG DENNIS J. McLkRRAN Rov Engin Reviewing Engineer *fr , Air Pollution Control Officer MEJ Form SO -118. (1/91) ** TOTAL'PAGE.G02 ** .; e > . r . ' i t! t : s '1 s g�'4.W t t' a Xri t x u� , 4',,� 1 tt :�'o � L .f , ";. ' r G cl,b : - f . ..s3 'e �.y , r t .. t ,3 .. 5, s �a;,.. fi r. 4 ,':: :"i 41 {: ` ;0 .. :� �; r , s "Y ,.,,. I `&F i t 4 3 s 1 :1 .4 z';,.;g'a .; a' . , � .�+. :1-ifi4Ft. ire. ,, m� ' +'} 3 .: i • ,.. , . ,. a. ,. .. ' . ..- ..,. �..... i. ,,. .. ,.. .: ? ..,t,��Fi, ,,.. .} a� . .,tt .��?` sa. ..,. �., .. ,. :. ..no t , .0 .�'�'� .. / t5 f. 1 �� i� � % ��h� .;1� • OW MIMI 11111111M101111111 far It UPS United Parcel Service 4455 7th Ave., S., Seattle, WA 98108 ' ® (206) 767 -9700 Mr. Ken Nelsen • . Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 . RE: . The fueling facility upgrade and canopy installation at our United Parcel Service facility located at 550 Andover Park West, Tukwila, Washington, 98188 Dear Mr. Nelsen: We would like to upgrade our fueling facility located at 550 Andover Park West. We understand that there are some conflicts in regulatory requirements associated with our intentions of installing a canopy over our existing fueling facility. We have enclosed a copy of WDOE Stormwater Management Manual detailing their expectations for your information and a drawing detailing location and dimensions of our facility for your use. We realize an exception may need to be made for us to continue to pursue these upgrades, and we hope the improvements to the local environment will outweigh potential restrictions of increasing roof area adjacent to our building. Our existing system has one steel underground storage tank (UST) with no drains or canopy. We intend to upgrade this to a 12,000 gallon double wall fiberglass tank complete with dispenser containment, water tight turbine enclosure, overfill and spill prevention manholes, interstitial monitor, in tank leak detect monitor, piping sutnp leak detector, Stage I and Stage II vapor recovery, a catch basin on the slab that goes to sanitary sewer after an oil water separator, and a canopy. These improvements will help us upgrade our existing system to a state -of -the art system in full compliance with new UST Regulations. These improvements will reduce the potential of pollutants entering: 1) the air by installing vapor recovery, 2) the City's storm system by installing a canopy, with drains on the slab • going to the sanitary sewer after pretreatment via an oil water separator, and 3) reduce the potential of pollutants entering the ground and ground water by installing secondary containment. . We appreciate your help, if we can be of further assistance feel free to call me at 206 - 621 -6233, or Dan Brandes at 206 - 621 -6228. . Sincerely, . • icZle- ' .. Andrew R. Watson District P.E. Manager . enclosures: UST Facility Drawing , WDOE SWMM Cutsheet • . BECE /V E 61995 . �./Ut�1�Wli1+�l • i Y .. pEVELOPMN �' • 5. r r; C . {� ' , ',',':•=1,:f {, is y s . dl ..: r :''' 4 ' s '' ''' t vr'�iT + )'` )ft 1 1.1, ,c a(j JL9; igV " = l reG :'x ' ;4. « . "'' . , . , .. .kt . . 1 i, ,, < , r . :,,) w ,. , ,i „ , , tort '7 PI",./ \TT 1 V�r i 3'y.4 • N - 40' — SHOP b= - DIVIDING WALL TO AJOINING BUILDING ? = RAMP I — IM h o ; \ ) [,1I1gall•In v ��C".II Z4 ��►�� ` - - sz ) ^s = — CRIYEVAY z - - 8 / r V r r .---.......-- i 177711 KZ.INOMM. . 3 . •• ONN/IMMI ! 111 j T To o ik ..., :1• ijr.4164.- 0 = IIII il Liiii" :if — _ ,, 20 E. ° • 3' 15 _J• ao 1 `I it tt — EMSTNO. ldvT4AY STOP E)OSTMJ = W A N — D J �- EX6INOPAVEAENT EXISIAO 1 ›. \ 0 ......:— 1 ..... : . . . . _---- "IL: .. I---__ 0 — /Th 2 EpSTNO — p71VEVAY ■ S / EX PAPo(ND LOT — _ — �'� \ 1 1 — 2 . ,_ STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN CHAPTER IV -4 SOURCE CONTROL BMPs INTRODUCTION Source control BMPs are organized by the activities found on the checklist in Chapter IV -1. Each of these BMPs include several different ways to improve runoff quality. Specific recommendations for each business are not made since the activities for each vary widely. The local government will make the final decision on appropriate BMPs for each business. If possible, a pollution - creating activity should be altered to one which does not cause pollution. If the activity cannot be changed, then it should be enclosed. If it is too expensive to enclose the entire area, then perhaps the activity can be covered with just a frame and a roof.' This area should also be provided with an impervious surface and drained to the sanitary sewer, process treatment or to a dead -end sump according to either local Sewer Authority or other permit requirements. IV - 4.1 BMP 51.10 FUELING STATIONS In addition to general service gas stations, fueling may also occur at 24 -hour convenience stores, construction firms, warehouses, car washes, and businesses with fleet vehicles. Fueling also occurs at port facilities and industrial complexes where mobile equipment is used. Fuels contain organic compounds and metals that adversely affect aquatic life. IF FUELING IS DONE ON -SITE, WHETHER AT A GAS STATION OR OTHER FUELING AREA, THE FOLLOWING BMPs ARE REOUIRED 1. The fueling facility shall be built in compliance with the Uniform Fire Code and the National Electric Code. 2. The fuel island shall be paved using Portland cement concrete, not asphalt and be designed to contain fuel spills. The fuel island shall be designed as a spill containment pad and sized to prevent the runoff of spilled fuel and the runon of stormwater from surrounding pavement. Parking lot atormwater shall be discharged to the stormwater drainage system, not the sanitary sewer. 3. Liquids spilled on the fuel island shall be collected in drains; either trench drains or catchbasins. The pad shall be sloped towards the drains. The drain(s) shall be connected to the sanitary sewer, process treatment or a dead -end sump. To comply with the requirements of the local Sewer Authority and the Uniform Fire Code (R.1 and R.2 in Chapter IV -5) the drain shall have a valve to allow shutoff in the event of a large fuel spill. 4. The fuel island shall be covered to prevent the direct entry of precipitation onto the spill containment pad (see Figure IV -4.1). The roof /canopy shall, at a minimum, cover the spill containment pad and preferably extend several additional feet to prevent windblown rain from entering. 5. Spills should be prevented whenever possible. The owner or operator shall develop an emergency spill cleanup plan (per BMP 51.80) and have responsible designated person(s) available either on site or on call at all times. Suitable cleanup materials shall be kept on site to allow prompt cleanup should a spill occur. 5. Educate employees and customers on the proper use of fuel dispensers. Post signs in accordance with the Uniform Fire Code. Post "No Topping Off" signs; I. IV -4 -1 FEBRUARY, 1992 • es, , __ STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN topping off gas tanks causes spillage and vents gas fumes to the air. Make ` sure that the automatic shutoff on the gas nozzle works. 6. Temporary fuel tanks used to fuel vehicles in the field shall be placed in a bermed, impervious (using heavy mil plastic or portland cement) area. The bermed area shall be large enough to contain the greater of: 10% of the total enclosed combined tank volume or 110 percent of the largest tank's volume. Exceptions In industrial complexes or port facilities where very large mobile equipment is used such ae log loaders, the fuel island need not be covered. However, the pad must be designed in a manner that prevents the run -on of stormwater from adjacent areas. The pad must also be designed in a manner that allows the collection of all rain that falls on the pad. See BMP 51.30 for information or the transfer of fuels from a tanker to the fuel storage tanks and BMP S1.40 regarding the installation of the tanks. IV -4.1 Details of Fuel Island Covered fuel island — C h: 1::1 C] , p p•� is , ,s ; ' ' ,• Portland cement _,::,_..` concrete Drain on downhill side at 1 —Valve To sanitary sewer, or dead end sump IV -4 -2 FEBRUARY, 1992 • .. .. ., . } �,; t. -x .r . Alv9` 5 1 F 1 SiStt t.. y C�.a t .� t A SV -�1'f: , is ._fiti,.yy'fh. "r X�l }�. l 6 *: ?T�C�'p #'t lc. S. , 7` . r �,,c+rc..t vt f .. .. ,.. -. �.. d,,. � .t.r .,.�. .: _1 .,. ,,; ..: .. ,.. ,;� , tE . ! x t {�� .r. v , k 4 t:' � ^�. Y�� t' . V � Y.' I..n +^:E' . q. ..: t`�2:' : Jt.a" "'� :Al . -: a� �Yt:X „F{tiwK ]+�t�t�✓ JUN 7 '95 14:40 PAGE.001 UpS United Parcel Service 4455 7th S.. Seattle. 96108 � (206) 787-0700 RECEIVED June 7, 1994 JU N - 7 Ms. Joanna Spencer PURL C WJ RKS Public Works . City of Tukwila 6300 Southcenter Boulevard, Suite #1 00 Tukwila, Washington 98188 RE: WDOE permit requirements Dear Mrs. Spencer: I wanted to clarify the requirements from the Washington State Department of Ecology. (WDOE): We have received permission from the Underground Storage Tank division to remove and replace our existing fuel tank; in addition, the Stormwater division requires capital improvements associated with storm water runoff by November 15, 1995. These additional requirements state that a catch basin on the slab that goes to sanitary sewer after an oil water separator, and a canopy is necessary to prevent pollution of Washington's surface water at fueling facilities. We currently have a Storrnwater for our facility and are now attempting to comply with the new Best • Management practices by installing a canopy and drains as detailed in the Storrnwatcr Management Manual (authored by WDOE). We appreciate your help, if we can be of further assistance feel free to call me at 206. 621.6233, or Dan • Brandes at 206- 621 -6228. Sincerely, E s a Andrew R Watson District P.E. Manager enclosures: UST Facility Drawing WDOE SWMM Cutsheet _ Cin'pOFT UK WI I,q JON a P efi T • I•,4 Tn•Q1 PnrF min *+e E \ . � , • ' LA ;� i 3 i %tea • City of Tukwila ila John W. Rants, Mayor a • P;�• : 10 te: Department of Community Development Steve Lancaster, Director 190a - May 15, 1995 • Dan Brandes PPS General Cont., Inc. 6021 - 31st NE Tacoma, WA 98422 RE: United Parcel Service Plan check number B95 -0125 Dear Mr. Brandes, The initial analysis of the subject project has determined that additional information and /or corrections are required to complete the review, please address the following comments. 1. Provide a detailed Building Code analysis of the existing building for type of construction and allowable area including required side yards. An additional code analysis must be provide to show the proposed canopy's impact on the exiting building area and yard requirements. (Please note, the proposed canopy may not obstruct the exiting yard without code supported documentation.) 2. Additional plan details are required to show the physical relation between the new canopy and the existing building. 3. Any new exterior lighting proposed for the canopy must be identified on the plans and be accompanied with a lighting budget as described in Washington State Energy Code Section 1532. A To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8:30 am to 5:00 pm at 431 -3670. Sincerely, 14 1),,•,‘. nn Ken Nelsen • Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 • . . . . , . r k ..... ( ....._ _ .. r —.. • -, • .._ .. ,,, .....sk—y. , .......i , ... .. ....,.,.. • I DEPARTMENT OF LABOR AND INDUSTRIES ' THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A : - . T" :; :)78 ; 1 , ' *47 A ' 'F)447" : :: • :4i. ,f .i 5; ;:j:':': , ; : i;W i- ' ,.. '1 7 : .; V : x.ff i. ","W,'4 Y ) ,. ;i9 . ! : • .; t'i ,:,,,i; ; ;,.*:,t, , (0- ; :,:e . .,, , ,!. 1 1.trii:<:,f1,:),:,-;:(:t,...i v t:1 1 ;: i mi i7 i. , fii.4..:i $ : l'it,./.41 3 4f444 / ( 1 )1 1 *ititlfr' a A4kOr , b;$:' ; ' , 0. : i i ji ; : .: : • :4 - 1 _,... , !,,: , :)/41 , i ..,,:i .. , t•:..„ ,,,,, .., , .; •EAMTipifiiATE fie ji,VO4 ft: ■ t • : -: .. t :,, e ..de . ..-- i • k•t' ' i ' ', fi. 4 7.1.■' t r41`4% $Fce ryr r.ur • rt. .m: . 4,.1, .:•4114,11 ikt '..4 ,:,..,.., .1-/ sT /..''!/ ''' • 1 4.- . j '‘':. . f 1. • 4 I STATE OF WASHINGTON it li.fi: l■'..e,:- MS T RI, ctI N 4. iN :!ri e:v l i . 13i1;-,"541k 4 . :Aitii E E •4 • . • , .. - ....;;.......J 'FIEE':::;.:::;::: . ,.. ' '14 ', '984141226 "r r; :',...1 -: . . . • • . . • • • • ' • • • ' , ... , : • - •• • • ' * .— ••• ''.:.-;:::';::::•''• ;, • . 1 . • . .. • . F625.052.000 (3.92) i ..m.vo, woe* Wow, V■MANVSAM. V 'ANV V . "..k"-—' 4 — . " - Wa..../.4.6.1.64.." • State of Washington County of Pierce I certify that this is a true and correct copy of the State of Washington Department of Labor & Industries registration for Joe Hall Construction, Inc. contractor license JOEHAC*259RT.as of this date. Dated: Signature: o_ • r 40,41V ' le %II% ... 44 1. :k Ilk ° N44, let My appointment expires March 19, 1997 ,...0.■_.f et p l .-7,, • -- 41tip%7' • rar ; It \\WAR)/ \ so :: ...0.4,40.-. .■ o $ 0 0. ?, (A PUBLIC ' • i a • 'V 41 % ,,,,,,,,,,, L . . . . Pu1go eq 1$f7W Mimed AMMO. oJl'Jx/nkidy amA A SIf19-ZZ6 (90Z, I;ISS :1Adtt 'z 1 F19 90Z ;Alltnu 'I(ouAili elm j :ley1p :l9ult;noyntr.M ;Ouunlatainut;w :IEvlvtd ON d PIA Q 4Pepnpuoa oq Roles I1e1 IIIM :elln>lnu. 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DEPARTMENT OF LABOR AND INDUSTRIES , THIS CERTII'IES THAI 111x_ rEf1SON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ' 4t • ~ ' • ' ��lil� t , y: ffi, `� ' ,5'1 �" l ., ..+N -:. t r �,• 1. . 1 l t''��' '' T[" • y'�•. �' : s i • 10 /alit .ROVOr the Wit 9116241:226 Fea .o$2 -xxo (3-92) .,.....1:: \i.'.i�: :1::ryy......� .�,`. 100 /100d 599Z10OOL1 01 £SHOO 11YH Of WOlid Wd51 56 -L0 -LO • NU Zovllopowot JO voporutcvoo :AWN Oulap Jl71N3S3dd n®/' elr :Alituvnb Lopallelew en O t lye B s Wv4oeip t 0 1S / atV CI a sJOeRn nOA 0 :elreeldlM :sum. t d :owli :luowetieusUi 'P ^IotsI'u mai ullM+lnl. Its seeAoldWO !esti osoA+oRltue toJegwn 9ZLT -6ZP86 Vt4 HBIg H41V Hstb•5 LT ET -ouI •uUTgonagsu03 Tt'oH sop u RE. 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DEPARTMENT OF LABOR AND INDUSTRIES , THIS CERTII'IES THAI 111x_ rEf1SON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ' 4t • ~ ' • ' ��lil� t , y: ffi, `� ' ,5'1 �" l ., ..+N -:. t r �,• 1. . 1 l t''��' '' T[" • y'�•. �' : s i • 10 /alit .ROVOr the Wit 9116241:226 Fea .o$2 -xxo (3-92) .,.....1:: \i.'.i�: :1::ryy......� .�,`. 100 /100d 599Z10OOL1 01 £SHOO 11YH Of WOlid Wd51 56 -L0 -LO • NU Zovllopowot JO voporutcvoo :AWN Oulap Jl71N3S3dd n®/' elr :Alituvnb Lopallelew en O t lye B s Wv4oeip t 0 1S / atV CI a sJOeRn nOA 0 :elreeldlM :sum. t d :owli :luowetieusUi 'P ^IotsI'u mai ullM+lnl. Its seeAoldWO !esti osoA+oRltue toJegwn 9ZLT -6ZP86 Vt4 HBIg H41V Hstb•5 LT ET -ouI •uUTgonagsu03 Tt'oH sop u RE. NE301 se 1mos a uogf.„,s ,„„m„,„ Jo AITD STATE OF WASHINGTON St89-LL6 •>d�anlnNata �� c13c,N7pn Ajln113V ss3Nlsn9 BHA, 011319V311ddV SMV1 ONV S3 I(1110 A110 ;10 S1N3W31J1f103d 314111V HJIM A1dW00 01 S33UDY 33SN3011 • — — SS3NISf19 d0.3H111VN 3N0Hd3131 CT:TT 28/80/TO s 11 10 9 a - - 6 5 3 8PECIA INiSPECTIONB BY RED AS DD QE - i — - LAB REWIRED AND ADNANISTB - - - IN U.B.C. SECTION 306. G 6 -- — —1 I 8" CONCRFTE 23 -- EMERGENCY BAR REINFORCED 0 �o SH OFF • -- I z 0 I rn UD I \ t./1r- r 2 -1 0 rn — rn z r ED 7 I 0 - -- N U ( ) 0 o ►� O 0 — i 0 I E _ i AD - -- il — �, I+ _. II -� • .. _c3 Xe X — — ` ' Ji �is : —� t- I • I .. Y \' ASPHALT: 4" AT,B, Y�Y -- -- - —._ — — I : 2" CLASS B, 6 -5/8" -- — - MINUS CRUSHED ROCK FACILITY - — - - -- - - - - — -- -- DETAIL: EX'S T HG FUEL ISLAND NOF TO SCALE 1 ^ I plLE CO` I I atl�"'�~' ----1: . XI 0 n dttat th e tan �ratrr D s u ao�aG°�oPtao lacttoa�top1 olovv aua ^ „ �' ns do "codR o tn P " , G t �/rto+' a ' � � a SEE DETAIL NOTES: — /\ i I 1. NEW FUEL 'SIAND GO IN EXISTING LOCATION, t c j K .:y 2. ALL EXISTING COMPONENTS TO BE REMOVED 6 Qs AND REPLACED WITH NEW. We illi O i 3. SANITARY SEWER CURRENTLY RUNS UNDER THE pa,mM NU \./ CC EXISTING FUEL ISLAND, THIS WILL BE USED FOR NEW TIE IN, t i►NG /14.15779“.07-ow 4. NEW ASPHALT SECTION 6" — 5/8" CRUSHED, 4" — ATB, !Noe' SLrPARArs 2" — CLASS 3. CONCRETE 8" ( #5 BAR 2' — O.C.) wca Petu41T 5. NEW FUEL ISLAND TO HAVE 30' BY 36' CANOPY WITH OVA? DRAIN AND 0.- WATER SEPARATOR i e[u l nb.) ; :: : ewivdr, H :slotahe7thiaocc j i puotrof GOES TO SS. 1 6. OIL WATER SE.PA � TILI 3 BAFFLE, 577. ` „ Works rev �O KN par / �Por o �oqMoth the P QIIrro U `V Ot �4 EO 1 crargass I end standards. do o to erroro pP P n j en om ts sto na tvhkh do nct ao laonstbil' t lona ublio} 6 APR 2 6 1995 adopteda tan da rdsorOrdinancV` X f othe edeque th deatg tvlt h b , i D these designer. swings after this date will void this 0�� 0`4GOSt ° POW COKtsn acceptance and will require a resuhmtttat of reviled drawings for subsequent approval. 1 X • Final acceptance ql to field Inspection I Me Public Works utilities Inepeator. REV ® etvisto, wan o r« / � r J- L UI Pty! eartnas t O C A a Miff KENT, FUEL ISLAND THIS mg DISCtOSLS S4JtCT PAM. CONSta- • 15q5... 0 la 5 . taro C010110(114/ ST „Nita PRai. :MICE wD _ UPGRADE I I IN YNICN UtlttD PARaI SERVICE EMS PIDRIttaav R11Mt1 IQITIQR RECEIPT tm PCSats10. 7411C - Fat ® - _ COWS DR tWOrtn ANT RICNti TO RCPADart _ D'fl ED • TIC mow a ANT OW n(Rtp. Q TD Dn. tv ~ FOrla w' among --' • amc Ain III61u n ti , CO u cn n' tw TO -- Mtn. 011 TO USE IT nil na ;won MOW TKNW E N O I .t. - nititi Ppttin, or trio Porn smut II Ie -- e 6 -_ -.- . .. . - . •. 5 • 3 P I I 1 0 _ — - - -- —_ — __. _— _ -- 9 a , 6 5 J 4 3 2 1 _ — __. �p6 0 R PSSE — — — • JE /BP t e' 1 A NEG FIL P S EX J P G �ET , dENt G vil r 0 11 E SE I RIN R �� /10 tA G' 1,0 RE . Li -.1)6 O ( NC I, 8E GO psspi ..,.. e t TAE ' � � '� F R E t ' 1RD � APO A SS 0 - I / $ ER G ER 0 G T AN' S 2 , NT S 4- p t 1 �% d DJ' I 1 1 40 '71 f t - - v/P° � • \ ! s I . I 1;I J ! \ ` / 00 0 4i �, it>4. �4 4c.444100/11rS.,%%. 1 ! 1- ~1 1 1/ " Iii• ..... 4-# 0 t __ i SS PR B c fe 4s G1P TA R g ?Er IPE ON SP A •� ' Z J PP Gr NDP JAG � M \ C SE FLTN \ NDUI ` ,'JyJ / C 7 v/I co �� ■.J frir 1 11110.01110 :1 0 PN ER , PENS G 6 D¢ GON�Ets woo FLEX S AG �A?? i APR 6 0 `W1`" 2 61995 e CfiY c . 02 193 UST REVISIONS worm. 04/21/95 ant ,_ RtvIIlII Kat ISOMETRIC PIPING DIAGRAM u , �Jum Ptrail�eavlss NOT TO SCALE _ A wnIa _ 12,000 GAL UST INSTALLATION TM WnS D IW.O n T NA �u »� cOttlD- LAYOUT PLANS g DIAGRAM A (K COKIOLMIK n 1111110 nattl Itwtct NC 5 _.. NOTE , SLOPE ALL PIPING DOWN TO TANK @ I /8' PER F t MIN , R o K I » T1 tR Ram w ,o an m but 1 SUHM PUMP, 2 PIPING GAS D I SP I _ Loran a TtNOttn "NT MATS TO ttvt00ut[ AS SHOWN CAI T) anal Tito •. A tO DI! - N ( oILaar b I won a.= Nit 1111:11101)1 tOlTMKO Malls /0 ! _ Ytl I Or Wi PAM I IpIIT TN DWG KEN — 02 10 9 a 7 6 a - - -- _ e f a 11 :9 9 D � • - -- s e 1 -- - - - - -- - -- ---- - - - - -- _ 37' - 1/2' XERXES -- -- — (36' -3') — - -- - -- -- :Do 25 8' GA I E VALVE 03 CORNER DETAIL - - - - - - - - - (TYPICAL) • n — G • CI 1 io Z5] ° • • ° . • ; • : . +SW T. 0 DRAIN.' A ° ° , J : 2 i J . : t E t ° -- AA f — e J 1 — -_ _ - --a _ -= EA DRAIN — -- - I- 1- ■ � U O U klik i 5 2' -0' ) 0 • cc:;' O 1 \ cu MONITORING VENT/VAPCR SILL MH RESERVOIR MH RECOVERY MH • TURBINE ENCLOSURE Q` CONSTRUCTION ..JOINT - - __ -__ __ ----) ( TYPICAL) CJ • ---...\ 1.------..\ " 0 I O JO 0 c a l c J / x Rai , t REMOTE I DISPENSER -- I i i I - -- CONTROL JOINT 0 (TYPICAL) • o 1 1- cu U REMOTE DISPENSER Q S / I-- s \ 00 0 O 0 ° [ tO25J 100. ■ v D 15 -0' — s 13' - 0' — -- 13 - 0. -- I �N o � 0 o �� P I0 - 0' , 14' - 0' AQ % MI OF r RECEIVED a i -- — -- - I SL AND J �� APR 261995 — -- 41 ' - 0' -- * \`a �NC MIME cat= — — - - - -- I a� '�::' ES • 1- SET ALL TANK MANHOLES 2 1/2' ( 0.21 ') ABOVE ADJACENT 93 UST RCVISIOHS L I 04/21/95 - - -- TOP OF CONCRETE SLAB ISLAND LAYOUT PLAN Iry RtE1SIa SCALE : 1/4' = i ' -0' • uI- Uaea@Ird Parcel �s Fyi5a0( as 2- SLOPE ALL PAVING AWAY FROM CONCRETE ISLAND PAVING DIMENSIONS SHOWN FOR XERXES TANK ^ SLAB - AREA DRAIN CONNECTED TO OIL /WATER SEPARATOR OWENS- CORNING DIMENSIONS IN PARENTHESIS Ma 12,000 GAL UST INSTALLATION MUST NOT INTERCEPT STORMWATER RUN -OFF FROM AREAS M rest WSW Dlsaostt svtxc rn. cash' LAYOUT PLANS -- A FRED CDKIDOI+I4 tram roam war= "1U OTHER THAN CONCRETE ISLAND PAVING SLAB I/ 1 lwlawlrio•RM.SWlaWS •RD•RIE,41r I SUBM PUMP, 2 GAS DI SP MOOS KI,KI t RECI•i I41, E ,t IDM fll[q(Df 3- SLOPE TOP OF ISLAND AWAY FROM DISPENSER BASE, SET MO 194E1nIlit 41—r AS SHOWN — K MOAN? ON 4.94 Volt TKR[D, DI , D DIP- �"' ,,,.,,E• DISPENSER BASE LEVEL D,wn. amt Nn IDDIR•na r a EICTOM tD a IS us' I Err+ •R+ wavmt n mu r DWG . O -- - - - -- -- - IIIT,[M•[MIISt101 d MELD FARM S[A 1U NO . KENT --- it 9 B 6 - -- " - - - __ ' _____J ---- -- a II _ - - -- - I V , ' 6 5 4 7 ? I -- -- -- - -- - -- - -- - -- - ---- -- -- - — - -- - -- - - - - - -- - - - -- -- - I 3/4' CONDUIT 1 r- G (C- . r • OO° M NITOR N VENT /VAPOR FILL MH. r 0 I G RESERVOIR MH RECOVERY MH. ______/'///// T.RHINE ENCLOSURE \IH....__ . I r 1 _-- 1 E I I (— 0 - - • 6' RADIUS (TYP) tiii _ it • D D / / 3/4' CONDUIT - -- 3 - 2' PVC CONDUIT FOR SPARE, 50 FOOT RUN i ( I 1 - 2' STEEL SCHEDULE 40 GAS LINE FUTURE, 50 F( 1 i t Ii I CONDUIT LAYOUT PLAN �� I SCALE 1/4"-l'-0' � 1 ' i i �0 ° 0 0 0 • NOTE RUN 3/4' CONDUIT FROM FUELING I 6 I . }I i FACILITY CONSOLE ❑ EMERGENCY \ SHUT OFF LOCATED NEAR DISPENSER _ ISLAND 6 r - (1) 3/4' TO FUEL FACILITY CONSOLE (DISPENSER) I 1N14 4 ------ ‹':',..1!4,0"- X 0 0 APR261995 A (1) 3/4' SPARE c�•1� b /o�fgt L�j o�m�1 ck__ INI p/_ (1) 3/4' T❑ FUEL FACILITY CONSOLE (LIGHTING) \,__/ .—.\ 02 93 UST REVISIONS I0,/24/93 • %roil Seems ..,'� _,ie� \0 RY ® IQVItIOw 'MID -- - — - -- (1) 3/4' TO MONITORING CONSOLE STUB UP AT BUILDING q 12, 000 GAL UST INSTALLATION — — -- (1) 3/4' TO FUEL FACILITY C ONSOLE (SUBMERSIBLE) THIS 00C1Q1' °'tti0a'tI tOl w"'rc° COMM- ELECTRICAL CONDUIT " tau COlittwria K UMtt[D PAM= !Mitt MID KW IN nlia UMircD M a SS PROwICrMlr I SUBM PUMP, 2 GAS D I SP 4trats CM (KRIMr 101 M e t iDw newt but e US CO M Awr sw Mn AIMS TO RDOSIOXI I au AS SHOWN FACILITY TIC �. ..., . a >o Dif• r M t MI S, _ 'C. 11 tDwrAlNtp Hatt~ m �. ./WWI 1 L N I Putt min NO . KENT — 0 4 _ 10 9 B .__ 7 6 II I0 I 9 0 . - I 7 ~ U l as ASPHALT a PATCH w SEAL EDGES W'H ° - - -- 12"S0. COVER LIQUID ASPHA. W e MIN. 24" FOR PIPE 12" OR LESS T - - -.-. — W = MIN. 42 "+ O.D. FOR PIPE > 12" ' - - 36 "SQ DIAMOND .- EXISTING PAVEMENT ■ PLATE DOOR --• - --- - .....2-- N e ° 1 ? "SQ "OVER • � °♦!° o � °Oee a °e8� o r O O `w ° � V b N:: fb 8e8° o - BASE COURSE OF COMPACTED e a o r CRUSHED ROCK WSDOT 9- 30.9(3) BACKFILL TRENCH WITH IMPORTED BANK RUN BACKFILL OR NATIVE SOIL MEETING WSDOT 9 -03.19 BAFFLE SPECIFICATIONS I 0 E ` / r / E E -80DMG _ -- • SEE NOTE t FOR TRENCH SIDE SLOPE H SPe:w .AP::: �� 7 . • BED PIPE IN CLEAN •WELL GRADED • SAND OR 5/8 "- CRUSHED SURFACING T MEETING WSDOT/APWAM 9 -03.9 (3). GRIT RETAINER VERIFY BEDDING UNIFORMLY SUPPORTS WEIR BAFFLE / NO TES PIPE BELOW SPRINGLINE PRIOR TO COVERING. S 1. TRENC'- SIDE SLOPES SHALL BE DETERMINED BY CONTRACTOR IN ACCORDANCE NTH CONDITIONS ENCOUNTERED AND APPLICABLE OSHA, STATE AND LOCAL REGULATIONS. PROVIDE SHORING AS NEEDED TO PROTECT ADJACENT D STRUC',.4ES, PAVEMENT AND EXISTING UTILITIES FROM DAMAGE DUE TO POTENTIAL SLOUGHING. r 2. REMOVE ALL LOOSE, WET AND ORGANIC SOILS FROM BOTTOM OF TRENCH PRIOR TO PLACING BEDDING. BEDDING D SHALL CONSIST OF CLEAN SANDY GRAVEL MEETING REQUIREMENTS or SECTION 9 -03.16 WSDOT/APWA STANDARD SPECIF•LATIONS. 3. BACKFIL. MORE THAN 2 FEET BELOW PAVEMENT SHALL BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM MODIFIED PROCTOR DENSITY (ASTM D 1557), BACKFILL WITHIN 2 FEET OF THE PAVEMENT SHALL BE AT LEAST 95 PERCENT OF MAXIMUM MODIFIED PROCTOR DENSITY. 1, API APPROVED OIL /WATER SEPARATOR WITH 33.3 G.P.M. di 30 MIN RETENTION TIME. MINIMUM, SUCH AS UTIl ire VAULT 4. PATCH rAVEMENT Wi iH MINIMUM 2" CLASS B HOT MIX ASPHALT OVER 6" COMPACTED CRUSHED ROCK, OR MATCH MODEL 577 -S. EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 5. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPAC ON EQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH OIL/WATER SEPARATOR FOR MATRIAL COMPACTED BY HAND - OPERATED TAMPERS. NOT TO SCALE E 7 YPICAL BACKFILL AND SURFACE REPAIR NOT TO SCALE • e pEN* ! • CP %' % o a u SO I a� js\O APR 2 6 18,4'; \NOO PERMIT CENTER 02 93 USi REVISIONS O4r24/9$ • • REV ® REVISION RECORD u WV .1 Pana0 3q , A !VICE TRENCH AND OIL WATER DETAIL Nil =ADO DISELOSCt WIACT NMTTER =AID- - - A • GRID CWIDCNt1At IT ulna Mat StRVICE AND IN INTO, UNITED wNa SERVICE NM PRORTICTA*V AIWA! NEITNER RCCCIPT 0 POSSCtlION ADAM "An _ t3,9 5...... (:), 1 a5 ,. CAMS DI TRA0113 Nun elan TO NUM= "I AS SHOWN M DOCttf.NT d Un PART TNtRV. a TO DIt- iiiii, I Ottal I, I •Ttl1U • POSE OW 107441101 MAPCO batik to In it . nag, Ea a TO u IT IM Nn PygPOSS RITNOIt TN/DWG . KENT -' - -- WITTEN INTRIUEM V NN IITCI mat. EENICE NO. 0 5 36' -O" Oct?" 12' -0' M' -O' I -- r 0IADOLTS GENERAL NOTES (TYP 4 PLACES) 1. ALL WORK SHALL CONFORM TO THE MNOAN STANDARDS OF THE UNIFORM BUILDING • I 5/ I CODE, 1991 EDITION. I 2. DESIGN LOADS: SNOW 25 PSF ` W IOd9 + I/4' W BEAM PER PLAN ntttt�� et�t� PL (1114 "d 4• WIND IC ZONE MPH, EXPOSURE C I/4' PLATE RNG V8 r2' -b' 3. FOUNDATIONt • T9 10.10.1/4 SOL TYPE: SAND, SLTY SAND, CLAYEY SAND, SA TY GRAVEL OR /TYPICAL 4 PLACES CLAYEY GRAVEL I FOUNDATION: SPREAD FOOTNGS OF NATURAL OR COMPACTED SOL J__ _ . _ . _ . _ . — . _ . — . — . — — _ TS COLUMN PER PLAN DESIGN BEARING VALUE = 1500 PSF MAX 4. Ti{ OWNER /GENERAL CONTRACTOR SHALL VERFY THAT THE SOL IS CAPABLE OF 3/1 SUPPORTFJG THE INTENDED LOADS. ALL CONCRETE MUST BE PLACED UPON UNOIS • • W �� J DE ITDY COMPACT ALL BACKFLL ADJACENT TO FOOTINGS O BE LL COMPACTED PLACED TO N 8 3" �T$ AXIMUM - I —' l AND COMPACTED TO 95% OF MAXMUM DENSITY. I I 1 4/I I 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH AT 28 DAYS OF 3000 PSI 0 r TS COLUMN TO ROOF BEAM �� = 2`5 PSI) BSHALL HAVE NO LESS THAN SIX (6) SACKS OF TYPE GATE G SIZE ENIENT PER YARD. SL UMP T BE 4' PLUS OR MNUS 1 ". MAX AGGRE R I 'R 1 . Scab 3/4' • r -0" SHALL BE 1 -1/2". ALL REINFORCING BARS, ANCHOR BOLTS AND NSERTS SHALL BE WELL SECURED N POSITION PRIOR TO PLACNG CONCRETE. ALL CONCRETE SHALL BE • u. B I I MECHANICALLY VIBRATED. ` 6. ALL RENFORCNG SHALL CONFORM TO ASTM A615, GRADE 60 AND SHALL BE PLACED i I 3 I N CONFORMANCE WITH ACI 318 -89 AND TFE "MANUAL OF STANDARD PRACTICE ", 0 BY CRSI. I I W I0.14 I 7. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36. SQUARE STEEL TUBES SHALL I- i► CONFORM TO ASTM A500, GRADE B. ALL BOLTS SHALL CONFORM TO ASTM A -307. ALL , W BEAM PER PLAN MELDING TO BE PER UBC STANDARD 27 -6 USNG E70XX ELECTRODES. c I — — — — E L —] '— — ' — ' — — ; — 8. THE ROOF DECK SHALL CONFORM TO ASTM A446 GRADE B AND SHALL BE 20 GAGE WITH L_ J THE FOLLOWING PROPERTES: +5=410, -5=288, +1 =.914 AND -1 =.420. W BEAM PER PLAN ATTACHMENTS SHALL BE WITH #10 TEK SCREWS AT 4' -O" ON CENTER. a 7 /I . 2/I ROOF FAMING PLAN � 2 I ' TYP 6 0 (4) 3/4' PIA BOLTS Seale 1/4" • r -O• L I -I/2 ■ I -1/2 ■ I/8 x 4-1/2" 4 3" DECKING PECK (LP, ALTERNATE SIDES I/4 • 5 BEAM SEE PLAN • • 4 6EAM TO BEAM GONNEGTION C�NpPY r*- �.� I ^ /Y 5zd 3/4° • • r -o" IAISTf}GLATIew r L UNDER se Pa�rs 84.4ta6i x, peg/.tr 6 /criff o r C 01A OPENING FOR r TICK PLATE ELECTRICAL CONDUIT 6 COLUMN TO BASE PLATE Scale 11t' • I ' -O" E. Pf • TS COLI NOV PER PLAN (3) rt4 TEK SCREWS ��\� '�A3 • '' C. • L2"112'■18ga N Q ; • Iiiiik. EACH JONT (TYP) C \ CIOF�O' : i / 2 (MV) GROUT BELOW r14 TEK PR t? (MSC PLATE ICI SCREW (TYP) 6 ary iu.wlu i 4 h° /Sr a. • . • O \CJ \ � P s 11PiAEe SEPT e• Tel a � \. III —III: �� —"' III =III= ___ � ' t, L 2• . 2• . 18 ga � �,� _nl _ rn � „� (3) r4 CLOSED HOOP 1'x _� r M title Ine n not to wee, then (4) r DIA . 24' `r S GR S W TES CENT Feaveo ANCHOR a — *rang s reduced Oo not tat , east. 18' MN MI E REVISIONS. q5 MDEDTvENT •� (8) r5 VERTICAL - SECTION AT FASCIA n � k 3' -O• TES aF 12' D.G. 0 f'F r � I NO.. n , � y k 35 (4) r4 CLOSED 1100? Y - VM I�/I . Scde 3/4" • r -0' VIA. a UNITED PARCEL SERVICE PROJECT No © SECTION 30' -0" x 36' -0" CANOPY G15187 %de V4' • r - o" KENT, WA *1NGTON 51-EET _ or. I of I ap. 5 IP • F - . • . H • • • • ' • .• N •1 • . • • MMES 1 . • • I MOUNTING HOLES , P��L� VI S l�ltti AS ` T T � y�'A BILL OF MATERIALS • I A,,, - 2 T A NS V C TED GH• a a 44 E GASOLINE FUELING SYSTEM PANEL SAL t�pMM1 � „) j►E � p = +"' AQGT sum DESCRIPTION MANUFACTURER • mu �l APRI`N$ R I FAN UA FON 1, -- Y OF 1 1 RIMfl.' NCO 0311111011 01• Kota NUM 12,41411-61.01AY,JMO.OtAIW 9••1 arm I• AS PIM SPECIFICATION 0 �fYO i SUB PNu ASSEMBLY FOR ITEM I AS pia EPEOIitcaT10N 3 LEGEND PLATES MILL BE •ION NEAREST EQUIVALENT 3 , 2 POLE.10 AMP,120V CIRCUIT DREAM ,IOM AM MINIMUM AS PER SPECIFICATION • • area STANDARD PLATE15QuARE ALUMINA 4 l *a&uc 8TNITER.NENA SIZE O.OPEN TYPE .2.0V.2 POLE *SINGLE P444SE.6012.IROY COIL AS PER SPECIFICATION • ■::' � 4 IO NIRI BY CONSOLE VENDOR L1011 NGpp1) TACtOD aPEN it/PC.120Y COfL,00H7.2 PULE No NALLY OPEN,20 NP. 1.2.3.4 p� S VIKINGS BY FIELD CONTRACTOR 6 [LECTOICKIY SELO CoNTTActs jI t ��p YAC WITH • 4:0 C•cq •�# •A IEAVY am OtLT LEIS AB N IIOI IC CATTEO WI1N IM 0 N NC ALIMJ161I AS PER tpECIilCA1ISPECIFICATION I • u • ■ 1 0 0 CT oNARAF T01 I �I IR L `Cid L PLATTE MA MWOO • • AS OI CIE) BY PRQIE ER FND ALLi1A 1ELD• 6 ,.,- �E�VI qi1' OTI Lpf► LE p1LD1 EIGHT TRAMS W.120 TYPE 60 .120 VAC WITH SPEEN LOTS. AS PER SPECIFICATION a - ._.-N. �{i O WIRE TERMINATIONS ARE TO BE FIAT of Tl r To LtGMTINi 7 OSI ERS AL 1.46 OL D PLATE N •ONE ® CONTACTOR 00 NOT USE TERMINAL STRIP F 6 ••FIELD•CONTRACTEO TO FURNISH J MAINTAINED - C RED muSHROON CONE ALIJM M LgIrmo • SI pP � MARKED .E °M ARKE°K pG EN py1Y C ;ONT MIN A8 PER TiECIFICATIOI ' TION MAINTAINED N T I • O� y 1 MEA sp 10 BtAfE •` N1�pyK �• � p c NP CONTA RAFIN0.OPOT.0 TO 6 MINUTE TIE DELAY AS PER SPECIFICATION V .=. 2 �� N p 0 00G E - 2r C 1$TA ATE 1tAL IEEE ISLAND DNS CO4IR ____ R MAIN j PIM S07tE1 RA l0NTk >}Y 2 . N I • AS OIREC1El1 BY PRO,ECT ENOF.Eli 1 O RELAY GEC PuBPOSE. I2p V,PS ANA CCNMCf RAIIND.OPOT WITH I4 KAOE SCREW AS PER SPECIFICATION • TERMINAL soca; RAIL MINTED TvincA4 i0R ? 7 CONSOLE VENDOR IS 10 DUPLICATE THE SIC GASOLINE DISPENSING TERMINAL ND BLOOM 7°o VOLTS 30 NP RATT.cU•'RESS EN TYPE.SOCIERLESS BOX L FGR N OPERATION SE�g •Q10NFf BEtOM TIM T 5 E INSTRUCT ON9 Dm TO Ill AWU WTI/LEN) 6ARTITER 6 SCREW ON ENO SAOPS.RA /L IOINTED °LOCK ON I OFF AS PER 11PECtiICAT1oN • a ARE TO BE AITACIED TO THE Ig t�N50LE D AND 1 RAIL. INOEPIIUNTLY TYPICAL FoR 40 3 TOTALLY COVERED WITH A CLEAR S I T 1 TAPE OR ON ER REFERENCE ■ 1 lE SNITCH &ADE TYPE T R11 NK BLOCK6 FOR N.1. CALIFORNIA ROUTS) . 6 •F MELD CONIRACTOt PROVIDE •SEPARATE• DEDICATED CIRCUITS 12 fAIQMOIID LlR AS PER EP[Cti1CAT104 FOR THE WETTER-ROOT AND FUEL (ESPEFISER CONTRA. CIRLIIITS 13 2 POLE .20 A1 VOL I.CIRCUIT BREAKER ,1b1( AIC MINIMS AS PER SPECIFICATION 14 ., NINEWAY 1• WIDE X 3 ULEP AS PER SPECIFICATION 9 ••FIELD CONTRACTOT CIRAIIT ALL DISPENSER SOLENOID VALVES CONDO. COHCfPro TI••NOIOI CONTROL CONSOLE IIOIVIITuALLY © 16 ISLAIRO /PI US MIX IC. 102.120 VOLTS 2 +AMPS IA L181E0 1- °0° -2N -6169 NP1/A • r — — ACCEPTABLE MANUFACTURERS , 1 I ALL N - BRADLEY FRONT VIEW SYMBOLS 2) CUTLER - 'TANNER • 31 GENERAL ELECTRIC I , I { S , . 41 SUUAI(E ' U' • W UNDIES IERMINAL STRIP WITHIN CONSOLE • � © LOCATED Al CONTROL CONSOLE 0 6 * FIELD LOCA1E0 LAMINATED PLASTIC • NAME PLATE ENG3AVING _IST '^ /OI M)SNROUM /SAD MAINTAINED PUSHBUITON. NON-ILLUMINAI[O (SEE BILL OF MATERIALS FOR COMPLETE OESCRIPTIONSI NPR ENGRAVING CUI OR SIZE \ 11 / ir 1 011141414 AG E) 2 I/•• K I /2 INDIC /MAW LIGHT TRANSFORMER TYPE • / N ONES BILL OF MATERIALS FOTI COMPLETE DESCRIPTIONS) 2 FULL SMSILM (BK1 • \ B / 3 If AK SENSTRIPIA$ 10 St SET RO ; 1 ILLUMINATED. MOMENTARY PUSHBUTTON / ' (SEE BILL OF MATERIALS FOR COMPLETE DESCRIPTIONS) A I GAM IM DISPFWINO PANEL 6• X V � I • ® ••+ =I: T.141 WIZ 1 1111 I I/4 x 1/2• - - -- — — . L 1 6 VEINIER ktOT •ON•REIAY O Q 7 SYSTEM COMMIX Rf L AY E:R• 1 C ' ' 2 __ __ 6 OISA!FUR Mtn IN 2 X 1 /2' ® :Y r_r _' :� 1 ir L 9 _ Y D ISPI NSEN Wee IR-2 • •ARNl1•:• 1 $ e e PRUf lC OF BASI 10 FIROILE P ANE/ OUISIOt IRE) 6•X 2• O TR -1 TR-2 LiASOL E DIPENSINIi Sul FKST • — OP Ci1lOE —" �2 11 suss MMUCUR 18K r X 1 n• © I X 3• DuCT A ELECTRICAL POWER IO 11E FUEL DISPENSING SYSTEM'S CONTROL CIRCUIT (120V1. SUBMERSIBLE PUMP 1208V) AND LIQITS (277V) ARE TO BE PROVIDED FROM MEANS POWER U THESE THESE SYSTEMS ON A DA r• ILLY• BASIS ,- URIN B THE •GREEN• FLEt SYSTEM LIGHT WILL BE .am. TG NORMAL FUELING FACltI1Y REFERENCE • „ 14 HOURS. INDICATING POWER TO THE DISPENSER AND PUMP N n C TO DISPENSE FUEL. TIE LEVER AT THE DISPENSER MISS BE 'RIPPED THIS WILL U.P.S. NO . G` . 2 PUV mom 1I14111NG i 40 • IMMEDIATELY ENERGIZE THE DISPENSER SOLENDIO VALVE AND 1D10R RESET RELAY STARTER 11 IMItACION x M.. O 4I D MDR 3 MINUTES DE DISPENSER TIMER RELAY WILE STOP THE FLOW OE GASOLINE BY 1x •ENERGIZING THE DISPENSER SO.ENOIO VALVE THIS IS 10 HELP MEOW o ' 1141 VIM CONWM OVERFLOWS TO RESET THE FUELING SEQUENCE. THE DISPENSER LEVER MUST BE RESET � �� 1Lt1M111A11ON Q AI># S1RQ PROlEC 1011 MO 12/05/91 • PT • _ x E POWER 10 THE GASOLINE DISPENSER AND PULP WILL BE INTERRUPIED IF (MLR OF A wa OO TIKA E/ECDICAT1oi OS S -09 -91 X 3• UUCI - 1 . THE FOLLOWING CONDITIONS ARE MET L I) POWER IO THE VEEOER -ROOT MONITORING SYSTEM IS •6F• OR Kn AYVISUw1VaFO •Y MIL 2) THE VEEOER-ROOT MONITORING SYSTEM HAS SENSED A PIPING LEAK KNILA © I NI'/ I 0 1 L•' H II I u • RI PURR ttlmtNAl01 NC GASOLINE HAS ACCUMULATED IN THE SLIP PEEP AREA OF THE IMDEROHOEIC TNK CITY OT IV n \I F 0 PPP 1 � I� iF F SHOULD T1 #. SVMP PIMP TEAK SENSOR BE ACTIVATED. THE *RED' INDICATING LIGHT ® �, >yIM TI 14 ON NE LEAn SENSOR PISA TTTON WILL CBBEEOI ILLUMINATED T NAIN1N � 0 bE (V O T I C E FUELING FA CILITIES 1t b 1.33i A CONSOLE INIIR11o11ollna WT •. %1.1101O/S10- Two GASOLINE DISPENSER SYSTEM A 3 VELUM -kuuI 51S1EM DE BYPASSED TO DISPENSE GASOLINE IRLO « TUN11.1 N MIND HMI Ointa .1D NO I L w •111I11I11M flflL 11AYNn SI 1.7Mn1A1Y ELECTRICAL SH I OF 2 I � SUBPANEL LAYOUT ® G 11x11 *WW1 WW1 NOV tvII I MNKO I /I nN TO CLEARED E DI GASOLIN AFTER T HEN TEAK HAS BEEN I SOLAT ED AND emu. a ns►•FOS .m. NUM* 10 IItl7opt[ an 05/17/91 I"" • 1 • Ttl11l- CLEARED T/f LEAK SENSOR RESET PUSHBUTTON MUST BE DEPRESSED M =UMW at AMY ►AA1 MACE. CO w 0 •e •' ••• , 4/10 �w W � ...- 14.1:64 ANY 11•01114008116 11•01114008116 II 1419111 ID O1NIAIIC INPD/DP RU I I�IL11 C(t min s. 81 lu a 11 NW 1N RI•II •IIINLt TIC DwG FUEL - 05 -G2 1 2 1 MLI1tN NA11t•I1R 11 1.41111D Pall 1410/112 1410/112 • 11 • to ¶::: 9 u • • • Y • • • • • • • • • • • • 3 0 2 1 • • 1 OM . N 1O•- m I - I O IIN• LY • . , • • RECENEpT E N p WM1A I. �� Bei 5_ 0 ia5 APR 2 619 • ' pEw1R CE1DEIl • . 1 1 - . • r # •1.,• •.,,• ' : t•y . . . .. • . ,•,,,, ,{..•• ri',,,p •',..•.'• I ` +r,':. . r La,2 w. '.r .+. , , .� / • . T ^ 11 • • II • ., h • • • � Zr `I. ,,:. .. ', ! � ' 1 .• • • I.• !' 7 y �S i'y'4ti�• 1' N,I '�C•r . /4 . 471 , • •... :i � - t � 'i: 1 -1 ,. ° '. n., T . ' " t •' N �o ►IaEBivoileAy�a ' • . r � � M:; j 10.0 0 .40 I i N a , t � { � v � • jap " y pp MP S • . . A T r ^,1� ;.t, r ; • II C$iCY1T •• wimmAtami-mmimp r 1 �7 • 10 -01 • 120V 10-27 ° ', f T Tp ABC ° p :c.:. ' - l0 -02 •s to 2a �j { O F FICE /SHOP • WALL = ' ID- ono - - 1 :; .; ® T ___ 10 -03 ' • 10-29 110 �11/O AT CIRIAJIT �� O T. 10-040 SlF IQICN 1 wsAiisA PAIEL f m d e r OI1 6HEET l a 2 Q O O . • I. ® ® a te • r 10 04 II 'Vial 10-30 0 O Q PRTECTS (10-081 110.001 10-041 110-04/ Inn a l tr i Q r ut MOW r II i "® 1 • T $ . L•N $ IS E - \ IO 32 1'-32° j 1'� d'tit, , - F I 4 6X6 SPLIT WIRE MAY • , ' yy�,�1(��R mr 11�� , , } B , MJ11i1 itO , t Mttr CA 1 • - I 10 0/ `f' (IO JR) b 0 ®• I1 e o ie is 1 I0-33 • � • • • . ant a 2001 10 041 • 1 i ° • • , ,S $ • TS�• 1 • • • u8 (ro •011 �� • `a ! 10 LIGNI 10-34 SIN a • ItTPI/ CAII _ _ - y • . • • EL 0'0 FLOOR '' • ' • rA \ vel`��i &X.4 N, & N•�A�4�fef � ��al�� „nY..&•.; A� • 10 -09 i 10 - - I • tr... • VEEDER -ROOT ib I+ololau r Nfi LI MONITORI PANEL N 1 • 10- 10 • 1 1 0 II • PROW ITRIC 10-47 0 0 w v . .: FC 4 i s L pINBGI ORE 0110 O F G 11 I J , ' O- I I I I L 0 . t 17a t t�TAC l o- 3a FUEL-Oil-WI CONSOLE LAYOUZ . DI SIIIrpIR/I 110-101 r MI /I i O ,. IO 1 • - /n Ian • '' •' 0 {IitatatalGl/ir 10 40 • v 110.121 W 4 DE P .,e V YEEDER -ROOT MpNI TOR ING • CONTROL CIRCUI`f M/1 I. • 11 10141 I /I II OTOR •~ TS 1 : 1 (0 -12) I IID -121 0 CONDUIT LEGEND OSV/I O _� 10 14 �� Iolw I p i . „ A „ oI W I1rD10 W1 r� • /1 A 1 /2•COUiT 70 NEAREST AVAILABLE OED1CAIE0 120 VOLT Jl V Y VL 110 -121 R CIRCUIT FOR CONTRA D1 ••It&Rn • i0 -1 M1/ • TS Dvn © D SPEMTR PUMP #1 1 , B I /2' CONDUIT 10 NEAREST AVAILABLE IZOICAJED 120 VOLT iNO t�ARESi CIRCUIT FOR LiGHTIMS POWER 1 U- lb �•�{p m r�laa Inu. 110-16) 111017. - 111 p, 20 . • BY •FIELD• By CONSOLE BV •FIELD• C I/2• COMTUIT 10 NEAREST AVAILABLE DEDICATED 2 POLE.20 NIP I CONTRACTORI VEIOOR /CONTRACTOR r CIRCUIT BREAKER FQR i MICH PL44P POWER INp 1� j� �/ V • 10 - 16 • E) 0 A AD oron a(si t 4T O WEEDER I L u T POWER FROM SIRIE PROTECTOR 120 VOLT PLUS IS •9- RtT/NI/2 (10 -lel in 1 I 06vn B I B C • '1 of 1 X41 1. 1 E I/2' CuMJUIT FOR PROBE WIRING 1 0-17 �I> DISA.MJ RI7 1 t 11 T11 • SOLENOID VALVE QP /I 110.151 R MONK i MS 1 1 PI•PII SLBICItSIBLE MOP F 3 /4'CGNDIJIT FOR PUP POWER a -BD OI -1 ,....--4.---, 1 1 ROTOR WITHIN GASOLINE © O aw I: STUMM TA6K 110 -IJI 110 on iRl ® ,• r.z • }� °; © / 1 PEW STARIEA \ 11 12 • G 3 /4 FOR P1W CONTROL . 0 I 0 1 110 2 POLE 20 AIP 2 POLE. CM 10 -r•D D CIRgI BREAKER D II 3/4' TOR LIGHTING POWER 10 10I 1R2 0 TO MICR PAIE PANELED/00 CI A PROVIDED BV •F1110' CONlRAC1uR 10. 19 00 - CIRCUIT BREAKER SI7E0 IN PLA1C ACCOROANCL WI IH 101(9 • • A NAI( DATA I I- SPARE COMUIT FROM LB FEEL DISPENSER ED APO SEAL • • 110 -101 OF AS REQUIRED ~. • • 10-20 / O ` 1 CT •OMtiiT�/ittt a d /1• MOULT FOR PROSE WIRING. • GASOLINE SUBMERSI LE 10-21 CONTROL CIRCUIT PUMP POWER CIRCUIT . ic Iu 614 • 10 24 ' • • . s .- • Op m Ot ” rvr`I ?? • 10 24 •t a IUt o �: • • • I AON/O JAIL ` 1•DTlC1w � • 1r • • 10'2b a• ammo MAID n an ; • • a(A! �, cols O . . / • 10 26 / GENERAL NOTES I . • 4 L1" - • .. • ; •` , 1 ' ,• -' . ` • • N O T I C E • FUELING FACILITIES ' r • Z% • this IQ awn autumn tam sties =MO ' . • I) SEE SHEET 1 OF 2 FOR NOTES AND SVMOBLS alto aa•taAt1 At s uatO wan O MO , TWO GASOLENE DISPENSER �EM • • • . ■ '• , • • • 111 RCM 011132 PM= 4nMat Iw nlvq+w. • ELEGTRItAI SF1 2 < 011G .FUEL 05 -LO FOR VEEOER -ROOT LEAK •I•/ RlDn stoat O ; tr•Ilar 05% 17/91 I ! ' t '° 13 • DETECTION INFORMATION aaeus IS a tprs►A• NIT nts Fo • /o K/•Iallrs; as W - 1 • c11514-0 • 2) SEE O in ma/sin a tin hilt Whin. w tD OK* . ,� • • • ai al* Iw n'1D1 t1M1A111D *Kim it • . a .. . • 0 • • , . . 0111111. w to us 1 r COI RV PAPS pt141 ba / k I� n • Ir t41nl tr tons FARrts = € ; NO F L1 �. •lr:�oY�1.IC • c ; ;� a .,y .'.•r!' I .. -- - - - d.. ' e 4 ens ttlA 1c- OD IDT Dsa MIMES MINED _9stNED • I . • • • - I APA r Y . •1 I • • • . . • . . T 1 -.t . . • •, ./ • , • • • 4. • • i .A y • p .- 4- :. . ....s L .r. Pt.u'. . -, ..4..r_i . ______:/, ______ • t' INFiJRCED I SLAB Ov[R AN - a6. 0 A. MA$* LC (KE ISLAND LAYOUT CO P LANT FOR DINCN Hi) -- - -- NDIE EBV tOl- �a6 -10 OpUR ENVIE SCAR --- 28• 4 a - -N a. � �p - i c y� z -a THICK MINIMUM. t. 5 • Y / HOPE LID • I • i 0 II 11 1 1 — iP + I r ^oaf-- — q� - . -•-ar _ iii -r.:: �..- _Mra =:ip: - - - _ -: it = RERAN i K NOTED uNL[Sj, 11 II 11 I 1 ^- - __gz_ =(F = -µ MI N 2 / /� 11 11 11 II 1 II II 1 11 I 1 I II 11 � � 1 11 II II ^ �� (tfLR N ipY L . - .. •. • � 1 11 II II 1 IN• _: ii-. � ,. ` RERAN 19. ON I _, ..» ....... II 11 11 H II I I I I 11 II I I I 11 11 II II 11 11 I 11 v '•""'B -- -' - - „ • j- • R� s ," ^,•� % 11 II tl I I 11 11 . 0 N l 1 1 at 0.C. RERAN ! G N. 11 II 11 II fuRBIML LNCI 11VC II II 1 1 I � 11 11 11 11 Ii l i II MALE SECTION rip PIPING SUMP / / II II 11 11 II 11 MOItORING I Au1pMATIC TANK II 11 II •' MONO IYI. .`"'1 1 ti MU SECTION RCf[ IY1 1 GA Itl U 11' 11 VENT /VAPOR 11 II 1 11. 11. • / II IF II II II 11 1 I � II I II I II R . " fIL M. p `C - �• �� _ YI A IN V �it,'- p 1 1 11 11 11 I I CUVL 'r MN �I H `1 r "' "• rye f EE B fsf ItC f[COIDARr / II 11 11 11 11 11 II ( _ t - R _ SICWIhN1ENT 1 a a II II 11 II _ 11 I II II 11 II II 11 P' ISTDI LEAK DETECTOR- -- -_ - - ---- -- ' - - 1T - e11"' _Ir"',I - 1 1 -- -- - 11 II 1 - 1�1 2 UxMRLSSDLE IOMI BOARD • 1 • PIPE I 11 II 11 II II - ell II ^ '-• II -- — Ir --I - � - 1 `- -_ 2' UNION f�.3 I II II II II II 11 II I 11 11 11 II II 11 - ``IC RN�� iLCKlt4C /�'�y i - � 42• DIA. FRP PIPING SUN* " Airy - ■ 11 II 11 11 11 11 II 1 II II 11 II 11 11 11 11 1 - ENTRY � OO T ITYL) , � I i• iiiiI 11 J 1 11 11 11 II 1 11 1 11 II II 11 11 II 11 II 11 11 I a /.• CNDO t 10 ` 11 11 11 11 It 11 II 11 11 II 1 II II 11 11 11 11 II II 11 11 II t $I*L FACIL , _ �L'I - 2 • C LOSE N PLCS (a, P II II 11 11 11 II II II 11 II II II II 11 II ! z �! a iI _ : s : - 8 9 0• E�Y II 1 II 11 11 11 II CONSOLE - - - 11 11 11 11 11 q 1 II 11 11 11 11 II q 11 II 11 II II 11 II 11 11 II I 11 11 11 11 11 11. II II 11 11 11 / - FLEMIILE TEST REDUCER WITH AIR VALVE STEM `O II 11 11 II 1 II II 11 II 11 fI _____ W%i PIPC _ ` 11 II II II 11 11 11 I 11 11 II 11 11 II 11 II 11 •% COVER 1 yy �� 1 _ . NJ T r - II II SUPPLIED a rY TANK MANUFACTURER RION (TrP. ) [MfLR10U I INFERIOR _ :- I ItLRGLASS COUPLING YIM SHUNT O' BALI Of PALL t- I NIPPLE 6 45• CLVOY f BACKS ILL I _ FRP COUPLING - DETAIL 1 I I ` - - S,S Indite SEEM IfLI [ONNLLTON (KALE/KALE) "" "- -_ - -- _ - -___ I I N -_._. SANK MANYAr "VOTE LO ? A PLINDNE G SYE HOUL ULLAR TYPICAL TANK L NpT INTLRFERE Y A -A t I - .• KIAR PIPE H AYUUT l i' , 000 GAl Ll1N� - - (�1 1 A DI SCHARGC PIPE t)EAL • -z SCALE• 7••0• • t' - R• I'LLMIBLE ENTRY BOOT 1•I tl V.' 12• -7 1 /U _ _ -- nli T r _______ - ` TOR B I k I:CL11 , UkE DL TA(I CU 0u1T SCAT - _ 7' 1/2• - -_ .. ENCLOSE ADI CSIVE` -___ � 7 �- 9 5 /B' - � LN[LDSYItC + - �� I M11ES• 1. Ow L'UI Y•I I NG LOCAiIUII I 2' -9 7 /R I - - - - SL[ D[fAll ADHESIVE NOTATED Fla CLARIIr �- -7/.' CONDUIT TO K[ DETAIL ISLE DETAIL - ---I CHANNEL 2. a ►NITS CUMNINU PIPING SU)V• SWIM. / rUEL fat IL1Tv CONSOLE E � / EI MMES ATTACHED NANVAT kI SIMILAR - � PUMP IN- CLEAR K C DETAIL I /-- N BMS It' O.C. E Y I I SEC DETAILS ADHESIVE APP CA TION _ _ Nif �� 14 E FILTER FABRIC ALL - - .. - t • nEEIUE // AROUND EXCAVATION. - i {- - _ _ . : • . "` '/ CONNECTOR r KACE FABRIC UNDER 1P INTERSTIIJK + _ S ROD Y/ g N / II FITTING EACH - SUPPORT BAR OVERLAP ADJOINING ��; 1L' __J [MD MT t a•.0• MIN. (TrP. = CONTROL JUNCTION DOE SANE( ►ANPANELS AT BACSACKFUL I LEAST 12' � J l - , - T U RBI NE ^- - .ate - - R IB � - TACKS ILL J GASKET r - fRp TUP --'-� ENCLOSIA7E _ -�• -11---1-1----„- - II. , r 3/4' CONDUIT r � --Fr- N N H II I I zn' -,� _ Ev� �r.�( --- - I •` 11 11 a i- = w-= •a =rF =— __ _ _ _a. • :..._- (: S TOM OTORING RESERVOIR � II 11 11 II I 11 II 11 II II i 11 I 11 11 It 11 11 11 a q II H 11 I 11 11 1 1 1 1 1 II ' 11 ; 1RP SCALING LID / 11 II II 11 11 I I1 I 11 2• urNPRESSISLE r0AN BOARD - TURBINE ENCLOSURE - SECTION 1- - / 11 11 N 11 11 II II II 11 11 II N I I 11 I 11 11 \ w Mi / 11 11 11 11 11 I 11 11 11 II 11 I I 11 II II 1 11 I II I I II � 1 - fRP SEALING L10 SCALEu a/. -• 11 11 ! 11 11 I 11 II 11 II II 11 II 11 11 II 11 - TuktlN[ CNCLD;UNC I _ 4 4/ ( II II II II 11 II 1 11 11 11 II 1 1 11 11 1 I 11 I 1 I I 1 11 1 7' i _ _ I - - _ / 1 TANK YfR 11 11 11 II 11 H !!! II 1 FURNISHED II II II II I I II I E D 11 II II II II �I II 1 II II II 11 II I I II II 1 j \ • ` \ 0 II 1 S1RA/ ( .I AN 11 - -H - -1! 11 II �I II I II II 11 II II II II II 1 I II I __ -- -� 1 11 11 11 II 11 11 I I 11 1 ( FIL TER FABRIC ALL - -FIELD BLINDED JOIN S 11 I I I iy T PLAN I I 11 11 11 11 11 I I 1 II II 11 II II II II I I F 1 II . AROUND EXCAVATION � � 1 II II II 11 II II I 11 II II 11 II II II 1 I I I I II II II ! ,_--- CONTAINMENT COLLAR fRP STRAP Y/ GALY. STEEL EYELET TRAP II 11 11 11 11 11 11 1 11 11 1 11 11 11 1 I 11 1 I Yi II II i I _ IC CUT T win • I II II II II II 11 1 1 1 II I I II II 11 I I II I \ / 11 II II �+ UbML IDL /R se II II II I I II I u 1 1 11 11 II II I I 11 I et- 40 R SURE // .2' MD EAT ALL STEEL MATERIAL SACKSELI � ` 11 II II 11 11 LRI "L i 3/ 'HP NP \� 11 11 11 II >' I I 11 II II II I I II I �_u ,,1 + __ 42° LvlrH DIELECTRIC COATING S of TANK - - I I I II II I II II II It I I II I _ may; ... .., - -.. .. --s----11---:-11- - -- -- - .. II _ 17 fall.' [SING. SECTION ) N r K DO IC? IDES • v /JAY <TYP _ _ CAUSE i L -_ B L L : _ L - _ - ___ _ DCA wW ANCHOR FIBERGLASS TAMS - - . Si•IK .TIP) _ _ -__ _ _ - _ .. _ _ _ _ -- -, _ - - CAC I SI YUN __ lBO1 i0M Or 1ANt MUST _ _ { WATER - TIGHT IURGINE F NCt 0SuRE I TANK ANCHOR SEE DUNE - _— _ - -. -. -_ _ -- _ HIS BE ANNE TOP NC NCADMCN> C _J,_ 6' -7 1/2' L - 6'-II Jl.° .._ - :i: —. ---- IAC "F ILL -- . 'If- i 1/2 • STEEL CABLE (WIRE RIPE) .._ -- 9l0` __ _ a ] /. UNDER CKT I CI V/ WLV. THIMBLES SLOPE CONCRETE AYAT CABLE CLAMPS •Y 77' -V 1/2' (xENxES) UPS 1-.OJJ SPILL FROM MANHOLES -- - -/ Y -tACKf OIL q NON C - - ' CINIAt NLK .. LAY OPY 634 II-44u \ AL 76 - 7' CO/C) - - CAS CON[ DEApMAN ANtlp CAST CUYIk , STANDARD 12R - 2 Cs r, _ TANK & PIP SECTION t — t 2 b' (ArA _ / I CA 14 RLWAR • 12. O.C. scALE' ve•'� 1' -0' 414 I I I I -_ CACAO WAY 1. -- UPS !0.- M104-mw-00111 I - MANUAL DRAIN l„ - -ADAPIEN uPv 633-T•80/6 • S. { � •__.._ n MANHOLE MANUA 1 12'TTP f11'V 1-4000 - - 16 1/2• • MAIM[l[ -FLEX CONDUIT N, t t / . - LxPLOSION /rAleR PROUI JLMYLT JUN 66,11/ - , - - -------' FIRM UNDISTURBED SOIL OPr 10. - MY -0010• --- ISER PIPE CAP 1 '- - - ! - CONDUIT SEAL (TYP) "TUFT Cf1NCREIE AWAY CAP IPM 634- fi -706344T-7011S DENNIS SCREEN - , i i� - .• NI.LR PIPE ' D e 5 , I t 2 ---t -RISER PIPE i1 TTINU *�.� • _ TRIM NANImLE - _. (- - - 4 - - _ / - ExPLOS1UWW PREY' et ` 12•hP 1 �MCaI ILL- s �ANC1toN fox r� �' t f MANE FIrn HOW DOWN ANCHOR STRAP DETAIL fa) Fr CONDUIT SEAL SLAB REIN'. . 1 I - -(I) 3/4' CONDUIT TO MONITORING �L /' ' l - __ I .... I SPILL =LINER - -- ' - OS q J • (TTP.) I SYSTEM CONSOLE T 5 .... SLAV ., - [MfLECION I I CONC. SLA �{ 3/4° CONDUIT rRa - u) 314' CONDUIT ream J. f ax IN ADAPrIxt AA =t om N " �I �p� 1 O F AW KW I JUNCTION ICE IN OPr 1611 - AV1- 1625 - -- -- L' m �11V P R ; 0 II !URSINE ENCLOSURE / MONITORING RESERVOIR . FLOAT (Slush ?11‘) pe O - L ' - vARIOUS raslrlu "s) 15 ` ALA' C lNUUIr 10 •' RISER PIK m e ILLZ VALYL Y 61 -SO b, I - AUTO. Max GAUGE N.H. CMTRACfWf .��1�� -.• RISER PIPE OVINF III i7tCVl'NTl[N / I -� 'U rROM tuwlNE J .• PVC RISER PIPE WV 2aa - V (P / ' I M'• PITTING (i0 SKIT WI FLOW pN \SIB + I. RESERVOIR SENIOR - A �'^ -TANK SET 233 - v11 - 4422 AT 95% CAP.) - --- f LfA[Kr ILL - �' __ 2 STAGE II VAPOR 111 i1 MONITORING RESERVOIR RECOVERY 'Lou WITH JA CKET HYDROSTATIC MONITORING Ili* - LIOUID LEVEL CONNECTOR YIiH JACKET I Imo-- DROP TUt[ 01 92 U RE VISIONS Pared ikevin RESERVOIR �- 'um 101 • - -2• VENT Fl[xIBLL CONNECTOR EGAD 01/29/92 ' OUTER S RIW FLUID WITH JACKET �� RCV KVI IIOK R[(W ,,,,� *WOW TIIRER I IOU OUTER SHELL L f _ -_ - Py Ui LEVEL SWITCH Br TANS UUnited YUnited • 11 - 1 r -- TOUCHES fTRIK[R P ►ATE FLOAT VENT YALYC y I ' � - GAG[ AYKN1Lr -all M-R9V2 : _ A 11 TAN( I1 IN•R SHELL DPY 5]- VIL-OIBO 1 1 \ YCNr Omina E i - `- -� - -- (V O T I r E 12, 000 GAL UST I • NST ALLATION (TO RESTRICT nor a- _- STRIE[R PLAT[ trtt MtIMbNr tlfDtp [S WIRCT Mr1t! CORIt- - I I L • •'Dx EA►ACITT)-- -- - -�� I BT TK. MFR.> u IS "am' l e " nat in su cill" GASOLINE TANK I EOUIPMEN'I BETA ILS A MONITORiNG RESERVOIR DETAIL dill AUTOMATIC TANK GAUGE DETAIL a IN IIDI'M1'n'rl WIC( *3FR0RIftART SUBMERSIBLE PUMP VENT /VAPOR RECOVERY ASSEMBLY DETAIL D MINTS. MONO Amum Ns Fosrmlw new - BR - • >/ +• • 1 - 0' �v a /.• • 1 - 0' gap 3/40 ASSEMBLY DETAIL cMIEA1 all IQs/VCRS Any RIGHTS TO REPOOKCE _ 11/01/9 I Tau AS SH OWN 3/40 �• " 1 - °• 1 � - 3/4' • 1 ' -0 " U'T v AIM ART d , a TD NS- °I +' p ' OaopTT M , i "P�'l - TM tOCIM CLa n ANT II/OIIMt10( CWTM MCKIM TO I1 - 10 10 ' • 7 6 5 � S 1 R TIT I fi I� R t roa i[RV D NO. UST - 1 4 G P _ - -- _ --- - - - . A .116L•Inl•V DA_E.01!a4a •ynrA,ll.•.+ 5 ITIECEIVED u CCU APR1R1995 EA 5 CO ia5 PE NRT CENTER I, 10 I I 0 7 • I 4 S 0 1 • • • !�rpOM 0� FINISH GRADE - 1-1/1• • t' $• NY ON REAMS PLUG FOR IF STAGE II�IS ooa? IN uig AT TINE Or INSTALLATION RUIKR Rtputtp • -- -L- - -4 —...— 6' A. D$WU 4EM cuNCRETE /AYIN4 UM, ---- • 1 0• _ �� 11 -CLANV ruOTIMN FE t - •� IIIMMISIO L IGNTIN4 POLO —, _ _ 6• NIN. PPIPE LNipY TOOT-- 1KEiil01 pIMD \ I 1 0 6' MI •• MIN. l•�•PG /'DISPENSER CONTAINMENT NIX - - • TACK / ILL IIK.NCN SLGIION • •• MIN. MAIM LAPIN _ SUPPLY 10 DfWLNIER 1 I r � h'•�� }�i� STAGE II VAPOR RECOVEkT- - •� -- -- -- CI - - 1 � • MOW 1 • NOTE (Ny1tpE NINIMIM p' 6• CUMC ISLAND - -• - - ttuP> BETWEEN COLOUR/ AND PI /11O• • • • STEEL INSERT • • • • • • •�►• ••••• = = 4 6 4 CLAMP • c -c SLAP - vLNI PIPE • 11 r :• :•� ii r TY PIPE TRENCH SECTION Q ••••..•••N IS - RO"> '4 •�!•• • FLCK CONNLCTON fGILE• ►O[ ®w FLEXIBLE NOSE SOOT tENVI -� 4 >):• s . __ __ 1 PLAN ♦ ♦ •► r••)V .., w1 .lea r.�•t Y :•�•,•l p • • •.� �e_• plait I � , iwopr frA &A ,are ALTERNATE STAGE II VAPOR RECOVERY or vEPN°cf c� -vAC saAtl • NONE ®® Slul A - - -_� I 1 • • RISER RIPE _ YCM1 RISER P1Pt P SLUR C -- - a - -. "`e•r f. -. 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S DISPENSER CONTAISCNT IOK k.. : ✓IP! CN t_ rum FACILITY COMMIS �' - -- -- ,� 1RY 1001• - -•� '- ' ■ -� I/4' CONDUIT (TSP.) • I I ; :: : <: l 1:: <' { • .. r .. WITM CUP ! .J� • ISLAND FOR SINGLE GASOLINE DISPENSER � /;::1 . SGILE• 1%4' • 1 •-0• -CONDUIT DIM SOOTS • . — - -- 1S 1S ! fILKI iWCCTUN - . . 2• FIBERGLASS PRODUCT SUPPLY PIPE - -- dr•f ... -Ley J..... ••• e • Sy r•S•rn •y -•• v/ 3 tIICRG.ASS SC IDARY 1 1/2 • 26° FLEKIKE COO[CTGA CONTAINMENT PIPE JACKET 2• rINRGLASS STAGE II .` OALKI ILL7 VAPOR RECOVERY PIPE SMOK I NG 1 kLUuIRLD PER ISLAN EMI. SAFETY SHUT-OFF VALVE SECTION 0-0 SHUT OFF GASOLINE DISPENSER CONTAINMENT ENGINE [atrLtADt� 1 kluulKLD PLR u1AlADLD — SCALE. NONE 15 15 SYSTEM DETAIL C ODOUR HOLD DTSPCNIER SCALE NONE ®® C SLE MT4 DETAIL SIGN 'D' SIGN 'A' ' tuna. !MlIt4lNl:Y sLTIPUR tANMD tlCruW)�- . � - +I ril $NUT UR F' N1UNT AVI SWITCH M L 13 IS I DISPOdCN 7 t TWI i m e. / O N1fEIt tONTA1NMtMT IOK- -- SIGN •F' TIRE EXTINGUISHER DISPENSER o u WITH CAlumet CM STAGE II VAPOR COVERT PI ISLAND rOlc CLAM 16' tTYP_) MOVE TOP D INLAND Ir 101T ISIA i KOUIRED Dv STATE OR - - 7 Hussman SVI TIM • LOCAL AUTIOITICS _ • - — (V��\W • 2 REWIRED PLk IuAND __ _.. . -- I .. -. -. ! - • — - __- .__-- _� —_ -- ISOLATION JOINT (UP./ .> � 1, V SILLS ISLAND IWM k i l I .__ 2 Slits It LIGHT POLE \ I CONCRETE SIAS _ % C E LEVATION AT EMERGENCY SHUT -OFF L � SIGN 'H' J�� • \S RN SINI1� NO SCALE 1 - — -- 5 15 DILtI[ TAU PIPING • s -- .... �� If _ \ \ \ .. -1 6 I 96 /� N• ---- -- --_ ..... ♦ IACKrILL ! 0-- - Vit"II a1111 -� 1 REQUIRED PER ISLAND VENT PIPE SIDE 1 // � � A MGKrILL� , EMERGENC AIM !GRAND star Orr PER root DDVN TO fATAM �.. r � SHUT OFF MOUNTING DETAIL � N / o� l�92 uIT RI vl llai , GAD 01 /SW; 1/' u [tMTGS OL T10111 SCALE • 1 • 1' NO - - -- -- _____ C. ISVISIa KURD C - -- .� NOTE. USE ALL STAINLESS STEEL • STAFL VAPOR RECOVERY PIPE �tu� Pared a NONTII G ItAR/VARt Y� MOINES r r /iK T O l YANK p• PER rFOOT •�V�•' SIGN ' C' AIN • T PI PER rim •7 a• SIGN DETAIL S P TD ADDING I a r N C7 T I C C 12, 000 GAL UST INSTALLATION SECT GASOLINE ISLAND DETAILS A 4 — - - - S f .I ` .. T I QN C' -C IN10 OIKWrt IM IV I ) aVltCt tL►ntR TAr410- 1B435 0 la 5 ens turinlrIm. M UVITLI Pan SMITE AND NI SC A LE 15 15 S CALE • I /4• • • 1 •-0 15 15 IN limos WITS/ NAM Kann SI PRONINTAIM • csii ALSO PRODUCT IDENTIFICATION non MRCS p10 TO 11/01/90 AS SHOWN • 01 DWG. uST - IU TK matt m FIN met moor. at r0 III- kN M G.D. (r sr m. R. I sou COMMIS UMW V • m Mlt M. at to it is NM mike vsna rr DS AVCO . UST-15G l f , V P lis S$$II m D lams PIRCItuna. N I v a • P ® 0 0 O• 8 © © ' d- • _ . rIlc•u► }nR OATL•°vou91 KOTrlrti••I• -1• �/ /A/ •' . • (71V Or TIAIVNIUI , v VVV ___. • • _ APR 2 6 1111i • • Is n I. PERMIT cENTEP II ID 9 • 7 • D • 1 • , 1 ' - --- - - - - . -_-__. i J ,,� ... • Tme Lcolc. WAD UNIF IMG 111 N • I• Q.C. Nr '�, '� =ZS: + ►�►�w �,.�ll►—\ ''e 40,),5,r, / / ' „- - -ADDIr ANAL REINFI•h:ING 0 a D 1 _ o - J I 6 is = TAR I s •-r Low ac _ J 1' � - � - •- ISLAND FARM ,�,' / � �/ 1 /2• •IIUMIMOUS / � ' FINK JOINT / / ,► �, ►tip MATERIAL •- --/ !S[ DE i A l L B CORNER OF TANK SLAB 03 44 I,4 ea )1114._ 1LAT ill I,•• • 1 -0• 2 P / ON - - - i -- DI SPLASH/ \ , TOOLED e• DEFORMED TIC•Nf • 3 0 TOLD OPEN DEVICE - -� a ON /OYF SYITp1 vDAwLr r _. •� - % S _ .. -- - -. AYCUI. IN+IKI •AI:LLR - ITN i ,• L ONG. 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SLAB DETAILS 0 FLCx�L ealDCCla - SCALE. AS SHOWN 16 - W/ T - DACKF ILL 7 1 • • - LU N IC 1. 16 N.N • SLAY • / • 11 . _ -_ 1••1 I D lAG GASOLINE DISPENSER ASSEMBLY . uurlNG ruN I S1 SECTION D-D ' \ SCALE. 3/4 • • 1 -0 SCALE. 3/• • 1' -o • 16 \ \) • LIGNi IN4 POLL . I .._ • w \ -- • • 1 6 1J I . � - �\ •,__ - PAVEMLNT !INKING I Ill! /NNI - ! YELLDY 2' •LOCK LETTERING I L p i, - ---E. t- -# • • Lo 1 i AG ]NK•P II 10 DI ]1'I NSLR I I - / 0 0 ]!E 11 VAPOR RCCOVCN,- -•- - - \ -CONDUIT e LONG ISLAND - - - -- -__� CUP) PLAN Al FILL MANHOLE SEAS VENT PIPE C-C r- DISPENSER 0015 -- j :::: . — � ON /OI "( sin PLAiI __ „ p�� 1 - •tr - - _•. tor i i . .. 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V/ ST -16 G �'1 u II , t3 • 9 • 3 e 1 • � -' - FILE• Wslw Etc. afci+Iti . r;,OT' iu . _ _ -. / & 6(,J A PR 2 6 1995 • pew CEMten • 11 . 10 11 • • • • 0 • • • .. - • ALTERNA I I DIMUBLE WAIL F I BE Wit_ AS 1 ANK S \ TANK vARIAOLC DIMENSIONAL SPCC If ICATION WAG ITY 0,000 GN 10.000 GAL - _ -_- -- 12.000 GAL 15,000 GAL 20,000 GAL 0/C 1ANIl CURP DINCTCR / LOCH 7 -11 1/4' / 25••!• 7 - 11 1/4' / 30' -9' 1 - 11 1/4• / 36••0' 9' 10' -0 1/2' / 2-o 2/4' 10 -4 1R• / 3e•-e 3/4• / \ tOYINS CORNING/ MINIMUM PAYING SLAG NGiH IN -___. -. __'. -.. ... - 7••_9. � - -0• �.. ,7 33•-0° • �, -,,• / �• 41: Of 500 - DIRECTION TANK • DESIGN Olt. u. rA1CR SEPARATOR IN A %tATt AND LOCAL CE — • 31 G i.e 11 o % WITH RLOHIRCKNTS Of // STATE LOCAL METER / maim X 0•-0• / 26 ' -0 1/2• -- 0• o• e' • 37• -�•2• lo -•• / 29' -5 5/•• 10•-•' 1 57. 0 5/46 STO SIZE E FRO T H (OR 4CRINS DIA • `- -- - ' --' STQRNVAT(R 1 LDV RAT( FROM THE C MINIMUM PAVING SLAG LENGTH IN 50' -0' a• -6' _- 41'-0' - - - -� 73•_6' 41. -9' / S EPARATOt row A MINIMS ISLAND MINING SLAG OLSIGN • _ S[YAUM _ _ DIRLC1igN Ur TAWL • GALLONS TOTAL !NIL CAPACITY AND A • HOLD 41IYN SLAG__..__. _. 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