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Permit B95-0325 - CHARLIES DELI - CANOPY
City of Tukwila 4 _• . (206) 431 -3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0325 Status: ISSUED Type: B -BLDG Issued: 11/17/1995 Category: ACOM Expires: 05 /15/1996 Address: 14805 INTERURBAN AV S Location: Parcel #: 359700 -0440 Zoning: C2 Type Const: II -N Type of Occupancy: SERVICE STATION Gas /Elec: Wetlands: Slopes: N Water: N/A Sewer: N/A Contractor License No.: PACIFES103BR TENANT CHARLIE'S DELI 14805 INTERURBAN AV S, TUKWILA,..WA 98168 OWNER HONG C 4561 M L KING WAY_ S, SEATTLE WA 98108 CONTACT TOM CARROLL @ PACIFIC ENVIRONMTL Phone: 360- 385 -4221 P.O. BOX 2049, PORT TOWNSEND, 98368 CONTRACTOR PACIFIC ENVIRONMENTAL Phone: 360 385 -4221 P.O.-BOX 2049, PORT TOWNSEND, 98368 * * * * * * * * * * * * * * * ** k*************************• k***• k* * * ** * * ** * * * * * * * * * * * ** *k**•k Permit Description: INST ALL CANOPY OVER FUELING FACILITY. SETBACKS.. Units: 001 Front .0 Back: 0 ' Buildings: 001 ,Left: .0 Right: Fire Protection: N/A UBC Edition: 1994 Valuation: 19; 'Total Permit Fee "696.75 * * * ** . * * * * * ** * * * * * * * * * **• kilt**************`***** ** * * * *k* * * * *'k ** ** * * *` * * * * * * ** cd2w. LA71. Permit Center Authorized Signature Date I hereby .certify t that I have read and examined this permitand,know the same to be. true and' correct. All provisions (of law and ordinances governing this work will be complied` with, whether specified herein or not The granting of this .. permit does not presume to give authority to violate or cancel the 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. Signature .�"i�� '� Date : //'" ('—/' Print Name /f d" r 79 T.:itcl: 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. I;; CITY OF TUKWILA( ' g - V ��•' gi Department of Community Development — Permit Center a 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 ' :" "rig (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER Ch 64 i e `!/ - 1 I SITE ADDRESS SUITE NO. 6 4 )3 ( -1 % 3b "Int-ex urban AN S - ;, 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. ; DATE DEPARTMENT DATE IN REQUIREMENTS / COMMENTS. ApP:R4VE r ggit • NSULTANT: Date Sent - A - . r c ' Date Approved - �5 initial review -�-� %� G'� I`q5 21 RO ED) co- - "" Ol ,� , r .. . , �•, FIRE PROTECTION: L) Sprinklers (J Detectors U N/A FIRE C '' ) r'', Ct I - , " (• FI RE DEPT, LETTER DATED: 0� —� ,..� i ' :..:, ,, , ` (" INSPECTOR:) K! '> t 6 INIT :k. f.r. \' , ) C PLANNING I,o( 4y , ZONING: JBAR/LAND USE CONDITIONS? Yes No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- 5- E- W- IS UTILITY PERMITS REQUIRED? Li Yes No PUBLIC PUBLIC WORKS LETTER DATED: WORKS t° ,231,06 V INIT: O OTHER INIT: 4"`e, 1 a °L'3 q f TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): X BUILDING - final review INIT: �. a1N l °Yes fiej No O y ilt BUILDING (t, ?y c OFFICIAL Iv `sS .30 INIT: ! d! REVIEW COMPLETED AMOUNT CONTACTED OWING: P emir -- 1 Q.._- DATE NOTIFIED 10�, 5— • BY: cis (init.) 2nd NC , 'ICATION BY: —Ilt r I I-Q" • ,�: - I l"'1/, init. gp,,,,,IP 3RD NOTIFICATION BY: (init.) 51TUchvr0l Rk 4 4 &t ,&1 conto& II- q- ,c,3 x1/08103 BUILDIk a PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT .:4 (206) 431 -3670 BUILDING PERMIT FEE • PLAN CHECK PLAN CHECK FEE. NUMBER To 95 -0 BUILDINGSURCHARGE < , APPLICATI0 • rli�US ' OF St O THER F,.ILLED 't?�J7'"Yi MP ��7` LY t SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ B oGb. ° - A/ PROJECT NAME/TENANT ASSESSOR ACCOUNT # c"/ - /d�r/ ; £FL/ 9 .00 - d 4.-c, TYPE OF New Building U Addition Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: zE,C c%c /z/7'7 _ BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? rs No ❑ Yes If Yes, ne building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: no - Fi WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? j4 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers En Automatic Fire Alarm S stem PROPERTY OWNER '� zzo PHONE y _ , /e / ADDRESS �/� v SL�c.J // SFrITZ'C/s' L� /-� ZIP /6-)63 CONTRACTOR i4 , � / f ��/ . �i //erS (2 PHONE6 5 --� 5 FZ/ ADDRESS Po. i ? .20 y l . ` ZIP / . WA. ST. CONTRACTOR'S LICENSE # i1 S / 3 8'R ' EXP. DATE/ z, _/ ARCHITECT PHONE ADDRESS ZIP I HEREBY .CERTIFY :THAT:I;HAVE READ;AND;EXAMIN.ED THiS`APP,LiCATION AND KNOW`THi✓ SAME.TO; BE •:TRUE' AND :: :CORRECT AND:I AM" AU HORIZED. TO APPLY THIS;!PERMIT BUILDING OWNER SIGNATURE - DATE OR G — 2 /- AUTHORIZED PRINT NAME PHONE AGENT ADDRESS gs-s e , 2() CITY/ZIP /060,-(54- ) CONTACT PERSON pG`L Gam• �,�f L� PHONE Jgs. ,2z �� $ 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 inlormation 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 expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 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 Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES IONS- INSPECTION RECORD t5 5 Retain a copy with permit 0315/ CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 orP (206) 431-3670 ' ypeo ns •:« - A • ress: `sy • : nstrucl ons: 1 2- 27 CZ /JD •equesten ti( Approved per applicable codes. CI Corrections required prior to approval. COMMENTS: I Inspector: c31 0 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. ,„: Date: e : e" e 4. .",ter N • . I ',•1 11/11 J c) 'INSPECTION RECOR D 135 _... Retain a copy with permit 03a..5 ,. , . _ re I ' • . :1 CITY OF TUKWILA BUILDING DIVISION ;1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ($ (206) 431-3670 • 'IV 0 : . ypeo ns•:. •n: , .IS • 02_ A 0. 1 , ' 1 .ress; Ike %AMP 'Tit • 0.0. • 1 . - ■ Sp: • : nstruct ons: late "anted: - I •• - ° atto • C-0-nOe Requester: C h Phone No,: 1 t3 - Li q I 14 :l 0 Approved per applicable codes. Si Corrections required prior to approval. COMMENTS: • 1.-4 0..."7- 7 i,.g..40Z.0-0. r >"*24 , ,.. • • . , ' , ,,, ' I "*: - - , ' , ,.. .,',,,-• , , , D snI 1 j-klpector: .„4...., ate: i - I 60 (Y V 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: e A ..c..,..... r. i■..k1,.:,. ;...1.1,A l'Udhsl*:.04: .:tiolate tl.' ■Ati .4'....‘'.%),'_-.. " . INSPECTION RECORD 0 fic15 - q. '" Retain a copy with permit r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 C-�1Qa' I ' ‘ 1 o ns n : � I Unr1iY l ! 11 Address: Date Called: 1 - n Yu rhon Special Instruct(ons: Date Wanted: 1 'o10 _.$1 am. p.m. : Requester: h0 1" `rl (Shane No.: Lt 1 4414 ( 1 10 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • [InsPector Date: ( (_ Z,a . �� l ❑ $30.00 EINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I Receipt No ' Date: I ' O ,I • o , l f 0 t of City of Tukwila John W. Rants, Mayor hEv is1'= = Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. OS - `2 Project Name • (.t.. !ti-h (O 6'e-ii Address V I 0 11/141, , _ ) Suite # ) Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued A I '2K1� ail bt- d Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: e art s //-/9-53 Authorize• ,. gnature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 'f atti /7.,,'l, * :i rlr , . , + ;, .:, ' ,i: i~'F tG,, >. , ,, w : ,, Ct.. > 0 Aw4 A *,4A' *O'A * * *A * * +�► * * *4 * **A't,, ** * *4*4 *' AAA *A** *•A *4 * * *•A * * *k *A * *** * ** GENERA 218.29 GENERA 15.00 CITY OF 'r U K W z L A. N A -- * T It A ti 8 t4 i T TOTAL 233.29 A* * *h **fiA'Ar•,4kA*ili **kA * *••h * h *�4h *** *A *** * **A.* * *A* *** CHECK 233.29 TRANSMIT Number: 94008257 Amount: 218.2: 11/17/93 13 :24 Payment Method: CHECK Notation: CHARLES HONG. l:r El CHANGE 7 :10 � 8009A000 17 :1q 444 • rw ". rr r• . •. .w r. rw w.•.wr•w r• w.r .. •..w •w .• . r.. r -r.•.. w.. r• r. r, .. +r. r•. .w .• -w •r ..r rw .• .w w.w..•w .w rr rw . +.. r• .. rr Permit No: 1% 5-0325 Type: El-BLDG BUILDING PERMIT . Parcel No: 339700µ0 Site Address: 14805 INTERURBAN AV S . Total Fees: 696.75 this Payment 218.29 Total ALL Pmts: 696.75 Balance: .00 . 4*'* 0• h* A* A•**4* Ah4•rth *hi4 *'A ** *4*** *r4 *h *1A'A 4'* **4A *,4 ***4ti4 'hit *** A.11*** **, Account Code Description ' Amount 000/345.830 PLAN CHECK -. NONRES 218.29 • • • a ii s 1i t :? 4 r s j;: ' 4 i ,f sea } ,,t ;,. "� i fj ON l :40 lL 4 • . ,. r�v.,,il ... _, +..... �,,.. 4e. . ti. ��....,. w1. �Y. �., 95n}..". �. �r,. t„ o.._ s,. �Gsf�-E, n. L. �i i r,... e.. i4 . R. b tl �o�:.. u. �. �rii.:. �r� t��r �.. s,. �e. r_ 1 . t_._.. k lt�1t r4dt ,.4fA441 .�iti;:?.i`inL: e�2�r��r�.ti�"b;Y is i 'kt`: i�Pi �� • t i ( t • 1 • . ... , ., . •44' • - - — • ..= .• . • • - .40. ' • , ! .,..v.,-„. .., • ,040,h.,...,4;,,y4, ! '.. 11„ •;• ;: e• „ ;;;1 , 41. 4 , , ;44' 4,. ..'".4'iiVir,g'W.;:a . 4;V''.g'it3A1P , ' VI'V•.' 1 '4' 4 •' '..•-'" '-'•• " " , ''''' ' "•••• .;''', .; V.; ?"W ' '.• ' p: 1.- ..!•-, ' ?'''' ''''' - ', ' " ' • ' ' ' 0 0 • . , . . I , . . : ';1 ..,•• . , • re ,. .;,' ,' • GENERA 478.46 TOTAL 478.46 , . 1 .i iCITY OF TUKWIL,A WA . f e 5C- RA Cy," :r NSM 1 CHECK 478.46 Ii: A*A*44-A*******Ajfk*** ',,14 4*A7.'PhiVrir'44.***Air*Ik******A*ki*****A**AA'A CHANGE 0.00 i • 1•RANSMIT 'Number: 9 Amount: 478.46 09/ 21 /%/2 4 4.795 1 : -3 • • 6402A000 1507 1 Payment Method: DHLCI; Netation: JUMBO DELT• • In i t: SL 0 Permit Not (195-0325 •• Type: - 11.ALDt3 BUILDING PERMIT' • Parcel No: 35'9700-.0440 . . , :• B it Add,': 141309 INTERURBAN AV 9 , „ • . . ' . Totl a Fees 470.46: •., • :. • '; . , This Payment . 478.46 Total L.L. A Pints: , 478.46 , . Bal 4 n ce: —00 . • I. • . ) ;:k******A****A 4 * ,1 e** 1 4**A+A**kA4k*A4***4.4.•1‘*A*Alc*t)*A*Ak'kAk**A*i**A* ' ( Account Code , Desliption -, , Amount . . 000/322.100 BUILDING - NONRES ' 287.29, •.• • : i .. .- ' , .. , 000/343.000 PLAN CHECK ". NONRES 106.71.H. 000/306.9.04 • STATt BUILDING SURCHARGE 4..50. . . .. .. • , ., • .,... . . . . . , . , . , • . . ' . . . . . . , . „ . . ' . • " , , • e■ , , „ . . . . , • . ' . . . ■ . . . . , . . . . . . • 4 , : ‘. , ' ' , . . . . ; ' '.. • " . . . , , ., • ..., ' • . , , • . . ' • , . . • ' . . . . . . . . , , . . , . . „ . „ . , . „ .: ■ , , . ,. . • . . . . . . . . . . ,. • . ,. , . ,.. , .. ., . . . . , . , . . . . „ , ., ,, „ . . .:,', .'_, ',.."..„,L:'...,..,...)HY,,':',',.':',.".'..';.!-;:'....,'...",''I,.:',...,.!..:!',.....,.,.%,-hj,':;.:.,',.:::',':',!''.,T,,',..:.!.::.%.;r:::',-■%;:-V,:';AN41,..:q.W.H.41I'■44.4e.r.4:;:l.....3:1,W ':i.'" ''' . : ''''' ' ' '' ' e ':j '' ' '' ' • ''' 4''''' ''''''' ' ,:.'• i' i 1 4q'' . tV::1 - ; O '..1' ZV4t•IA AL...4... p.t vty, 11 ...4 4 .. 2 i i P 4. I. h. .... . . Ed .. . W _ ii. VU . . ---. .---......, ..........--,.............. -........- ...--....... .....--, ..---- .---- : -.----, .....-... ---:--. -. -. I .• , CITY OF TUKWILA Address: 14805 INTERURBAN AV S Permit No: B95-0325 Suite: Tenant: CHARLIE'S DELI Status: ISSUED Type: B-BLDG . Applied: 09/21/1995 Parcel #: 359700-0440 Issued: 11/17/1995 'Permit Conditions: . . 1. No changes will be made._ by the - . - - • ' , •...... .. ,:„... .„ ,, .. , •.,. Arch i tect or Eng i n,e.er"n4 Tuk wi la Bti•itiig;-, vision . 2. •Electrical permi.t.ok;s)41l be obtained, through State Divis i oti,,O,La' bo tri and . 3 fti d:us t ti es an Cal 1 electrical work wi 11 be4npested to.Y, 't.ha't 1.agen ,.(248663p) . 3. All perm) ts,i;(4 'reCards,, , and ippr tiVet'''p taps 'Sba)„1 be a va i 1 ab 1 ef4t/t he lob''::!•$ i te pr i'dV tO '''t be.:;-start"" of,,' Sny ccit'i'74' , struction„,,• Theve, documents are to be ma Ititalnedhandava able until final inspeLti on '41.3 i i gran fed. 4. All str:UOtura 1 welding shall he doneiby W. A. B . 0:, certified s i•r:,\,. ... welders•-and special insP,e,Vtett (UBC -.''' Sec. 306(a) .. ) . (U BC . 0;. 5. All 1110-iteetigtb bol 00, shall be special inspected - AtBe . sec.'!:,366ca M;Y. " •••,•::: ,,,, ,,,, .:. , ,,i „A • i f- - ',',' ,... -!,, „ ,■,••,,.,. 6 . Bo 1 t i s i l I nO ta tle(t: in concrete etc ha I i be.'::-; ia 1 i nsp ec tg d (1.10:.i!"— S 6c a ) 2)-;':"'"'-- 7. When'Js p ec i a 1 1:nsp,ect toh t he r.•-•the owner arahitect d''r engTheer'''s,h1 1 0 o e,i'tt ■;. t III . i: 0' a Buildingi':, S, • • Di 9 V OIV ' ot appOl ntniiiiWof I tie i nsper vion• ;,04enc i es 0 or' to thti;: r s t;.,•, i nsp.eCt tc4,• Ci:fPle,th -cif - all spec ia 1, . Ap . 1 n s 1 , 0 * , c . tt4i nr ePo r t s; ih al 11 be ,,,itii611) 1 tt the B u i l d i n g l. Division i n a , t i me19-41i,an,qe.r 0 e'P o r i s:::sti'a )1 - , co n ta in 4'd dreS; ,44 protect 'cname, permit number and type of jns'Oeo.p i on be i ng,„ -, i f perfor:medi."':'."' 8. The Vi.fe i a lirtn s i' o t or shall subm ijt` . ,.a JO n'al,, tiled re p omb if) , -0 k ,, qco 3e, f s't a t iIig\ witg r he tile work requi r In speciia 1 jr.1 eoti on was„, A.A. ,,, • 0 . to . the Pf the 4n r SPeCtO ' s ;5,howro in cptirormance ,, with a pO'c v ed ‘plans' and specif i,cat ions 't 0 . 6 pp li cable 6 , ,,. ' 1 . work mansbYp proV4si ods:,of the U 9 . All cons t r , 4 . ' , t i o n 4o be (one In conf w i t h i th a'OrtoVe,c1;: plans and "t.iltt1 rements of the if , Etiti i i ng Code ' U•94 . Edition) as amended, Uniform , Mechanical Code (1994 Ed"..,1Elon), , .-,..--• and Wash ingtcititate Energy Code f l'.,..:). 9:4:' Ed i t i on) . „.4 ., .. „.. .,,. 10. Validity of Permf,t;' The i sspatiCe, of 'a permit crepOova 1 of plans, specif i ca iTP1,1S and . doMPu ovii shalK con- strued to be a perm i't:••; violation of any of the p r o v i s i o n s • cs'el)'•0: or of any other ordinance of the jurisdiction. No permit presuming to • give authority to violate or cancel the provisions of this . . code shall be valid. . . „ • . . . . . • . , . . • • , . . • . ' . . . . . . .. . , • EAST EL ATICI•T Z /gv. 1 . SOUTH ELEV,Agis I Om Z/$ •* 3_ • I- I. Or-UM 13C) DEL= 14805 INTERURBAN AVENUE TUKWILA, WA 98168 OWNER: CHARLES HONG PROPOSED PUMP ISLAND CANOPY (24' X 40') aR�ovats ace Plan Check and soval al of .,1prstand that the ions a any t t, ; er, orr and tithe violation pit t a yth� v Receipt of T i2� fl— .r -icto' code r. d plans 3' -0" ' tr sctcr s cow! �' "' -' _ I` . pate I4 o° Permit No. -- RECEIVED CITY OF TUKWILA SEP2t11995 PERMIT CENTER . . . - f- • - - ..7r131.1]Es / i i 1 1 I , • 1 ! • : . , I , I I I I 1 , . ■ 14805 INTERURBAN AVENUE TUKWILA, WA 98168 . 1 , 1 . , : . . OWNER: CHARLES HONG 1 . I PROPOSED PUMP ISLAND CANOPY (24 X 40 .. sm.! - •-, 1,,-.......JU ..)0 - . -. . ciammil 1 11 1111b rill )---L i m p wimmml.mmmir ' -- - a . .1 t k . . 1 • 7 '4.=. . • IN . ' Pr. a i , •---'-- & & . It ______A,,,j, ,_/2:: =BA 11111 as I . E2. Sill ET.. ENT.A.T t C.)1•11 = a. A. . . . - . • . - FILE COPY . - check aPP' Kate t the Pla nd tha ndaPPoria I oi I .. eqicarsta - aons . ,...... - a n d crolss ct to e rfors ti ion ot a" .-, the vto ,-,,, ,i ns.,.. - ReceLpt °I 1..; 44,- ; r:-.3 • „Eftrtance- e dged- ' nta 01. knowl 7,0c8ptect cd '' '4 01 ac-.PT v "- . --- I - • / . , I _ i I. -...-_...:-- . 3 . -0 ,. tra ctor'S COP — ---- , / -- -- . _ I [ I 1 1 1 _ _________==-.7-7 t ! i 1 ' ...... 1 1 .... .. .. . . ; 1 • . ... .. _ . . '''c t .5- T X r ".-. -. I, • ri' - ,. - -- • - • - _ . .:_-..=..:_:-.7.--.... .... :._:...:.. ...__' — ...:7_--, 1Q06 - 77.-- i —_--, F .----1 - . .. i. . I ---- - - - - . • . • - I - I id ' TII ,r., c‘... l Ick : %... — I. • i ' J L. CllY RECEI J. SC3 3T...3ENT,2%."3r C) 14 OF ' 1\•31. SEP 2 = 3_ '" . vs. • PERMIT I - . • - . • - - -- - - - . .. . . . - , . . - 0 293.54 CURB -- ® ..-2" GALV. VENT RISERS // it 12' ABOVE GRAD ti It it fi --... ..... II - S / W F G --e ZYUM$O DELI --- /... .NT PIPING" 1 4805 I N TERURBAN AVENUE - CB #3 u u j ,u n I TUKWILA, WA 98168 A 22' 11 27' 1 ,' OWNER: CHARLIE HONG t c r � 1 \ I P 11 I II EXIST. RETAIL BLDG. I I '� (2300 S.F.) I ' / 0 0 I ;II e 1 I I I ° � ---N SIDE L� -----7:- EXIST. 6 CMP _� I OJ Cs - ` L L!J S/W FG / yy c I STAGE II V. . /� �� — EXIST. 8" CMP PROPOSED FUEL SYSTEM LAYOUT .�i_ - s _ #2. \ -- - -- --- -_ a CB #1 ��� (2) 10,000 GALLON UST'S o- - 000BL WALL FIBERG S 1 I ' I , - - -- - / ' E • _ 0 (2) TWO PRODUCT BLENDER 1�iPD s IUD • /I PRODUCT PIPING ( 3' /2 ") d o l r� 1. (1) 24 X 40 STEEL CANOPY 1/ NEW 6" REINFORCED CONCRETE -1!' 18' X !!' / f DRIVE SLAB ! a NE W 24' X 40' CANOPY ^ _ _ i. i --- . LEGAL DESCRIPTION . OI -01 / Cr THAT PORTION OF TRACTS 22 AND 23 OF INTERURBAN ADDITION TO SEATTLE. AS / PER PLAT RECORDED IN VOLUUE 10 OF PLATS. PAGE 35• RECORDS OF KING N COUNTY. AND OF VACATED RIVER STREET LYING BETWEEN SAID TRACTS. 1 1 i ---- f /— DESCRIBED AS FOLLOWS: .'� ( BEGINNING AT THE INTERSECTION OF THE ERLROJECTI OF NORTH UE _ UNE OF SAID TRACT 22 WITH THE SOUTHWEST Y LINE OFCINTERURBAN ON THE AVEN 1� / � _ y t1v v AS CONDEMNED IN XaiG C OU NT Y S U P ERIOR COURT CAUSE NO. 109001: /Y GGJ e<- 9- CK O, f�j /O / - _ - — THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY UNE V SAID AVENUE 190 167.73 FEET: ------'''./ l 0 \IN ,I ... % THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE. 125 FEET: THENCE SOUTHEASTERLY PARALLEL TO SAID AVENUE. 30 FEET: THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE. 25 FEET: THENCE NORTHWESTERLY PARALLEL TO SOUTHWESTERLY LINE OF SAID AVENUE TO — - - -' �� 1 . THE NORTH LINE OF SAID TRACT 22: � �(�� THENCE EASTERLY T: TH.E i•OINT OF BEGINNING: .... y ` `5 ` EXCEPT THAT PORTION LYING NORTHERLY OF THE FOLLOWING DESCRIBED UNE: INTERURBAN AVENUE SOUTH c`' J j Q V � v EpN NING AT A POINT ON THE WEST LINE OF VACATED RIVER STREET WHICH IS `2o FEET SOUTHERLY CF THE EASTERLY PROJECTION OF THE NORTH UNE OF Y' , TRACT 22: THENCE EASTERLY PARALLEL 'MN SAID NORTH UNE TO SOUTHWESTERLY �� UNE OF INTERURBAN AVENUE AND THE TERUINUS OF THIS LINE DESCRIPTION: `� \ \ ��v \ `• 9 MATE IN THE CITY OF TUKWILA. COUNTY OF KING STATE OF WASHINGTON - �T RECEIVED O 1 ! ZO' CITY OF TUKWILA SEP 2 1 1995 PERMIT CENTER ,- /-• 293.54 .I i TSI N 6" CURB J ® ...-2'T GALV. VENT RISERS - I . II 12' ABOVE GRAD 7 ,, II 1! \ I 11 II ` 2" s/W FG --eft' ■ \ VENT PIPING' 14805 INTERURBAN AVENUE CB #3 / //1(///4r II 1 TURWILA, WA 98168 11 • o )O' Ji 22' 11 it 27' [1 / OWNER: CHARLIE HONG II --S— II s I I ,k o I- © ®l Fi f`l i�l� I I tr TWO NEW 10,000 GAL. \\ I Z STI -P3 UST's , I I� I EX RETAIL BLDG. II J m II (2300 S.F.) II / y r N MI ®Ilol -- II i I goQ I I o f SIDE.;LK O EXIST. �I • • o'.z oV _ 6" CMP —'- ` ' � ' 1 L CI) J S/W FG L - l EXIST. 8" CMP II PROPOSED FUEL SY: STAGE II V. . A - - -- �' I ' - - - - - � '' CO #1 � � � (2) 10,000 GALLO] C? #z - - - -- - - , t _ / 2 TWO -PRODII 3 © DOUBLEWALL FIBERGL S 1 0 � � ( CT 'I PRODUCT PIPING ( 3' /2 ") 4 + 1 - @) )� ` (1) 24 X 40 STEE] 11 I �I 18' ' 1 1 ` & NEW 6" REINFORCED CONCRETE t DRIVE SLAB N i' I I. ' NEW 24' X 4g ' CANOPY /_ - - _ 1- L. .1 = EXISTING OIL /WATER . I ( LEGAL DESCRIPTION I / a' 22 vi THAT PORnON OF TRACTS 22 AND 23 OF 1NTERURB■ SEPARATOR ) O - / PER PLAT RECORDED IR VOLUME 10 OF PLAT PACE O COUNTY. AND OF VA;ATED'RIVER STREET LYING BET l / 1 / ' .. ---- I . . DESCRIBED AS FOU.OMS: 8'r CMP (EXIST: )`/ I UNE O S AT THE INTERSECTION OF THE EASTERLY I UNE OF SAID TRACT 22 WITH THE SOUTHWESTERLY I ■ f AS CONDEMNED IN TOO COUNTY SUPERIOR COURT C TH ,� I t / - - /14 t- /C ) /‹.. Y C�f�iL1O li I/ — — - - THENCE SOUTHEASTERLY ALONG E SOUTHWESTE2Y1 167.73 FEET' EXIST. MANHOLE / yr A 1 -• THENCE SOUTHWESTERLY RIGHT A SA THENCE SOUTHEASTERLY PARALLEL TO O SAID A ID a AVENUE INV -96.35 J — °C\ ` THE RE NCE SOUTHWESTERLY AT RIGHT ANGLES TO STUD ` _ TH£NC£ NORTHINESTERLY PARALLEL TO SOUTHSTEF \ , THE NORM T NE r-.7�C T or BEanteNG: P :� 3 EXCEPT THAT PORTICR LYING NORTHERLY OF THE FO INTERURBAN AVENUE SOUTH �'` y EoN POW AT A PO ON THE NEST UHE OF VACA1 4 `20 FEET SOUTHERLY OF THE EASTERLY PROJECTION r _ \� TRACT 22: 0 THENCE EASTERLY PARALLEL WITH SAO NORTH UNE `��� N E OF INTERURBAN AVENUE AND THE OF .111417.... ......_ ' \ . SI:HATE IN THE art OF TUKWILA. COUNTY OF XING. iiiii: VA SIT F L■IN1 'v°Rr � ■ f``= 20∎ cmr PEI • 40' —0" ' -0 18' -0" J 11' -0" . F 6' -6 6' -0" 6' -0" 6' -0" 6' -6" _ F 4' - 6" - 3' -0" 8'-0" I l ( f I 1 24' -0" i i D I 1 i 1 I I I I 9' — 0" co I co N o X 1 x N. I N i 1 2 ' -1O " 4 N\\ ` I ; _ ,. • .., . 3" x 16" x 20 GA ASTM GRADE "C" DECKING TYP. CITY O RECEIVE (SHOWN FOR REF. ONLY, NOT FOR PLACEMENT) SEP 2 1 1995 PERMIT CENTER ,--, elk 40' —0" 1 1' -0" 18' -0" I 1 1' -0" - 4' -6" 6' -6" 6' -0" 6' -0" 6' -0" 6' -6" 4' -6" - i 3' -0" W 10 X 12 — I _ I — — _ r - 8' -0" I T If I W 10 X 12 1 1 24' -0" i 1 D I 11r 1 /4" 1 1 TYP. 9 —0 a ARI7Y) co t. I N co _ N t X 1 X C4 N 3 t 3 W10 X12 — , — - - �{ — -- I [ 2' -1 " i I s 4 3 x 16 x 20 GA ASTM GRADE "C" DECKING TYP_ c (SHOWN FOR REF. ONLY, NOT FOR PLACEMENT) J l lr r tj' Cry 'L ' l , MIN- ( W 12 x 26 BOTH SIDES l (" - - / ..., AMUR .....ms=„riLv/ It a? 1111; 1 1/8 1 J 1 1/8 —y 4 15/ BOLTS O TYP. I 2" TIP. ! .1 (4) — 7 f —`1* 8 "o A307 M. BOLTS L 2 1/2 W 10 x 12 (CONT. C s - , _- STIFFENER FE'S 1/4" • 1 /4 n BOTH SIDES i' "' -'' ) COL. T.S. 10 x 10 x 1 /4" — 7YP. (2) COL'S. SECTION C I I METAL DRAIN COVER I I 3 "0 PVC DRAIN ! REINFORCE ALL PEN'S I • W/ SCH. 40 PIPE I 3 "0 PVC DRAIN PIPE 3/16" FILLET WELD ALL AROUND ! TYP. (2) COL'S TOP OF PUMP ISLAND I 1 �I 12" TOP OF FOOTING _ COL. BASE 1� 1/4" x 18" SQ. 1 1 A i TYP (2) COL'S. Mn ■n REQ. (- - [ _._ ie 1 /2 - x L _ .1_,.......... _ .._1( RECEIVED CITY OF TUKWILA v SEP 2 1 1995 PERMIT CENTER SCALE 1" = 1' -0" DETAIL 1 . r JlirruNcr. 'L-- ' /`} W 12 x 26 BOTH SIDES DES 6" MIN. — /_ IF " 1 1/8 1 1/8 " 1 4)5/8 "o A307'S 2" TY P f- I I (4) - ? 1 1 /4" x 18" SQ. I _ TYP. (2) COL'S. ii R • CITY Q SEF PER 1ON A SCALE t" = I -0 " DETAIL • ( , . PEYTON ENGINEERING PROJECT: CHAR HONG CANOPY 14752 BEACH BLVD., SUITE 202 JOB NO. AL95042 LA MIRADA, CA 90638 DATE: 5/30/95 �E �E�VED OCT 1 egg (714)670-8614 I‘lt .. o"v iPi.N ,,, 111 }, - ‘,,,,tvy , :., , 0029 q , 'S1ONAL z l ;z' 4o/q W Q co ' Y =� r l I I w W JN Q u m I-- W1 2X26 - i 0 ' zd•Do Q N Z U.-1- I- I < N co lZ i- ■ -__ - -. � ! — W12X26 I _ N N N la 0, 1 0 o 3 3 1 X 3 a i. H M z oo U 2 Li lL= UU c nco RECEIVE rI a_ma • . P � NO • OCT 1 8 1995 Lna w N 00 M r v.) 0� ..0 v COMlv}u� i✓ ° ' . _ ........: ..... ...... .. ... _.............................» .. .»«...,.... w..,+«......, n. w..,...... a..»,........... ................«......- ,.. -,.. . .ee h+:vsY : 'S7&TIIUR aMA .nea +mow....... 1 PEYTON ENGINEERIN . 05 /30 /C DECK DESIGN 25.00 PSF LL PROJECT: CHARLIE HONG -29.55 PSF WL 24X40 TWO COLUMN CANOPY ROOF LOAD: 25.00 PSF LL 3.00 PSF DL 28.00 PSF DL +LL FASCIA LOAD 10.00 PLF ( P DECK DESIGN. V 28.00 PSF Wd= 3.00 PSF WI= 25.00 PSF AA A B Ww= -29.55 PSF <--- X - - - -> I< L >1 P= 10.00 PLF L= 10.00 FT RAd= 38.35 PLF X= 3.00 FT RAI= 211.25 PLF RAw= - 249.72 PLF Md(@ OH)= 43.50 FT- LBS /FT RBd= 10.65 PLF MI(@ OH)= 112.50 FT- LBS /FT RBI= 125.00 PLF Mw(C1) OH) - 132.99 FT- LBS /FT RBw= - 134.47 PLF MOH(d +l) = 156.00 FT- LBS /FT OK RA(d +I)= 249.60 PLF MOH(d +w) = - 89.49 FT- LBS /FT OK RA(d +w)= - 211.37 PLF MSP(d +I) = 328.59 FT- LBS /FT OK RB(d +I)= 135.65 PLF MSP(d +w) = - 288.67 FT- LBS /FT OK RB(d +w)= - 123.82 PLF USE 20 GAUGE ASTM A446 GRADE C DECK { +M= 648.67 FT -LB /FT -M= 489.58 FT- LBS /FT FY =40 KSI ( +M DECK PAN IN TENSION, -M PAN IN COMP.) • r r 14752 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670 -6614 2 PEYTON ENGINEERING.. 05/30/( DOUBLE OVERHANGING BEAM DESIGN PROJECT: CHARLIE HONG • 24X40 TWO COLUMN CANOPY BEAM DESIGN: PURLIN A I P1 P2 v 261.60 PLF Wd= 50.35 PLF WI= 211.25 PLF AA AB Cq =1.4 Ww= - 205.65 PLF I <---- X1 - - - -> l< L > <---- X2 - - - >I P1 d= 85 LBS P11= 0 LBS P1w= 0 LBS P2d= 85 LBS P21= 0 LBS P2w= 0 LBS L= 18.00 FT X1= 11.00 FT X2= 11.00 FT MA(d)= 3976 FT -LB RAd= 1092 LBS MA(I)= 12781 FT -LB RAI(MAX)= 4935 LBS MA(w)= -12442 FT -LB RAw= -4113 LBS MA(d +I)= 16756 FT -LB lu= 1.33 FT RA(d +I)= 6027 LBS MA(d +w)= -8466 FT -LB lu= 11.00 FT RA(d +w)= -3022 LBS MB(d)= 3976 FT -LB RBd= 1092 LBS MB(I)= 12781 FT -LB RBI(MAX)= 4935 LBS MB(w)= -12442 FT -LB RBw= -4113 LBS MB(d +I)= 16756 FT -LB Iu= 1.33 FT RB(d +I)= 6027 LBS MB(d +w)= -8466 FT -LB Iu= 11.00 FT RB(d +w)= -3022 LBS MAB(d +I) = 6619 FT -LB lu= 9.00 FT MAB(d +w) = 2177 FT -LB Iu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M= COMPRESSION ON BOTTOM FLANGE SPAN; +M= COMPRESSION ON TOP FLANGE USE: W10X12 REF.AISC 9TH ED. 2 -175 • M 14752 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670 -6614 3 PEYTON ENGINEERING, . 05/30( CARRYING BEAM & COLUMN DESIGN PROJECT: CHARLIE HONG 24X40 TWO COLUMN CANOPY 1092 664 1044 LBS DL 4935 4665 4417 LBS LL -4113 -3888 -3681 LBS WL X1= 9 FT V X3 V X4 V X2= 9 FT X1 X2 X3= 10 FT X4= 8 FT BEAM LTH 18 FT BEAM WT. 26 PLF BEAM DESIGN: DL +LL: / / / / / / / / / / / / / /// M(LEFT)= 55291.81 FT -LBS Lu= 9 FT M(RT.)= 55531.81 FT -LBS Lu= 8 FT USE: W12X26 REF,AISC 9TH ED. 2 -173 COLUMN LOADS: { P(DL)= 3268 LBS M(DL)= -240 FT -LBS P(LL)= 14016.67 LBS MAX M(LL)= 0 FT -LBS P(WL)= -11682 LBS M(WL)= 0 FT -LBS UNBALANCED SNOW LOAD WITH 100 % -50% UNBALANCE 1/2 CANOPY LENGTH 20 FT 1/2 CANOPY WIDTH= 12 FT 100% SNOW= 25 PSF 50% SNOW= 12,5 PSF P(USL)= 9000 LBS M(USL)= 18000 FT -LBS WIND LOAD= 24 PSF © 80MPH, EXP.0 FASCIA HT.= 3 FT TRIB. FASCIA LGTH.= 40 FT. • CENTER OF AREA= 16 FT COLUMN WIDTH= 10 IN. CLEAR HT.= 14.5 FT. • M(WL)= 48366 FT -LBS 14752 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670 -6614 . • PEYTON ENGINEERING ( .. 05/30/95 SQ_IARELUB_E_WIN9_C_4LUMN DESIGN;. P(DL)= 3.79 K fa(DL)= 0.40 KS P(LL) = 14.02 K fa(LL)= 1.48 KS P(WL)= -11.68 K fa(WL)= -1.22 KS M(DL)= 0.24 FT -K fb(DL)= 0.10 KS M(LL)= 18.00 FT -K fb(LL)= 7.18 KS M(WL)= 48.37 FT -K fb(WL)= 19.28 KS M(EL)= 16,78 FT -K fb(EL)= 6.89 KS OE;. TS10X10X1/4 A= 9.59 SQ.IN. 1= 151.00 IN. "4 WL DEF.= 1.65 OK S= 30.10 CU.IN. ALL.DEF.= 2.00 IN r= 3.96 IN. b= 10.00 IN. t= 0.25 IN. Fy= 46.00 KSI K= 2.00 16.08 FT KL/r= 97.47 OK Cc= 111.55 Fa= 14.88 w/t= 36,00 SLENDER be >b OK Fb= 27.60 KSI DL +SL: fa/Fa= 0.12 F'ex= 15.72 KSI fb/Fb= 0.26 fa/Fa +fb/Fb= 0.39 OK DL +SL/2 +WL: fall.33Fa= -0,00 1.33F'ex= 20.96 KSI fb /1.33Fb= 0.62 fa/Fa+fb/Fb= 0.62 OK FOUNDATION: (RESTRAINED AT GRADE) d "2= (4.25 "M) /(S3 *b) q(DL +SL)= 1.45 KSF .75` M(MAX)= 43204.80 FT -LBS q(A)= 2.00 KSF 53= 200.00 PCF X d (1 KSF +20 % "(d -1)) b= 3.50 FT OR q(DL +SL)= 1.85 KSF d= 5.70 FT q(A)= 2.10 KSF OR 6.40 FT (1 KSF +20% "(d -1)) USE: 3.50 FT. SQ. X 6.00 FT. DEEP FOOTING OR USE: 3.50 FT. DIA. X 6.50 FT. DEEP FOOTING As=12*M/(Jd*24000)= 0.65 SQ.IN. OR 0.76 SQ.IN. USE: 3 #5'S EA.FACE W/#3 TIES @12 "O.C. 14752 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670 -6614 • _ . ..._1_1_t._L' 3 ... ; , . ) ! _I .! . :.! 1 . I . ! I .: I ! I PEYTON ENGINEERING PROJECT: C..{ -1AQL) 4.. 1- 1cH■DC_ 14752 BEACH BLVD., SUITE 202 JOB NO. am-- 94o4 -•2 LA MIRADA, CA 90638 DATE: s /3o /qs ' . 5714)670 -6614; FAX(714)670 -0931 3 ,4 z -t, ' '• b P.12.21 i le.vz--\ n. t....______ . C nf. i• 1 4*- -1- = 2 I = 96" 1-s„ ,_.1 NSfFs � T„ = 12. .... . ; cli I 7.I d2xl11:' O : i ., �AD7BOLT I LAS 78: ik AZ) , ISIS Rt..-110. vs. M � = (2)0 = "u.4' i 4V I w) :w. 40 �—�— D 4 � � I a V � � 11. L.)r<-• 1" K IDIZ K fay QL,tx77.c • -�! _ 102 �3 5w u th L z (10410i-t• : 133,s .L - 4 .. = I PS+..IZJI'3''S - 1,47241: I us...,., . 1 4 F1 -r 1/4..ok1..ls 1 A G A.P x Lo 6.. Q.', 1 - , I S I I I • t-1 : 5"711.1'A- I R 114 x le , 1114► - Tc.�►s 19 4 S? i li .c 12/ . 1.25 = z1 1 • I : . o .Ta. - 7-1.4x 1.33 2. 31.2 °v 'I (4) 1 k 9b Alt) ate A6`t7's us,... 4 4 A�Y.s t92,..�Dt.7 Z rift .. 2111-x zosin x 106 it- --..r ........ , _ ..y.toe')(t..1 0 ; C ox1. 33 ' I. ►�- • 14 sq. �z� 4 '(Q .1. �_ ....... , L 1 s 1 a k 1 'PLA T" L- • 440,n • ,...g..= 131,E .. ... : ..... , 4 % ,,, s....A = 1 9iAo t. S1.61'0 15114, .... . .. p / .1•11•11•1111116 • PEYTON ENGINEERING., 05/30/ ANCHOR BELT DESIGN PER 1991 UBC, SEC. 2624 WORKING STRESS LOADS: P(DL)= -0,84 k P(LL)= 5.90 k P(WL)= 24.82 k P(EL)= 7.60 k ULTIMATE LOADS: U= 1.4D +1.7L= 8.86 k U= 0.75(1.4D +1,7L +1.7W)= 38.29 k U= 0.9D +1.3W= 31.51 k U= 0.75(1.4D +1.7L +1.7(1.1 E))= 17.30 k U =0.9D +1.3(1.1 E)= 10.11 k MAXIMUM LOAD= 38.29 k ANCHOR SIZE= 1-1/4 in. Ab= 1.2270 sq.in. Ps =0.9 x Ab x 60000= 66258.00 lbs. BASED ON TWO BOLTS IN TENSION: SPACING= 14.00 in. Le= 20.00 In. A= 2.00 in. TOTAL AREA= 1973.44 sq.in. EDGE DISTANCE A= 14.00 in. EDGE DISTANCE B= 14.00 in. REDUCTION A= 140.21 sq.in. REDUCTION B= 84.42 sq.in. At= 31.14 sq.in. As= 2429.16 sq.in. LAMDA= 1.00 fc= 2500.00 psi OPc= 112550.8 lbs. 1/2 *0Pc= 56275.4 lbs. (1/2 STRESS THERFORE NO SPECIAL INSPECTION) CONCLUSION: ULTIMATE BOLT LOAD= 38.29 K STEEL ULTIMATE CAPACITY= 66.26 K CONCRETE ULTIMATE CAPACITY 56.28 K 1/2 STRESS SELECTED BOLT IS QK r 14752 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670 -6614 7 • • c • - , Pia'' vliv . : - • .. li.: :,, , 1 . `ii* , :k,„ 9, o p i .. -1.6.- . . \t 6 . w . "Irk .41k . -tk, , .--, !, :, ..:,-.‘ , L. 46 6ii f(p, • n.,. : , ::‘,1 , :-., F , - ..e , U 1111 it, 1 d Ad) ..1 6 N °I * or a No, DATE REVISED BY ® • APPROVAL RECORD MILESTONE DATE APPROVAL ISSUED FOR BID ISSUED FOR PLAN CHECK ISSUED FOR GEN. BID ISSUED FOR CONSTRUCTION Yt 'cAr DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE EC ..' FOR DRAWING _ " 9 f .0 4C WING ORDINANCES �� V R�U 12303 Cyrus Way STRUCTURAL PER UNIFORM BUILDING CODE r q I NON - STRUCTURAL PER UNIFORM BUILDING CODE Mukilteo, WA 98275 ��' PS C1 WAC 51 -20 BARRIER -FREE REGULATIONS (206) 7424944 RpB� FOS 0 1 AL .. BLEIBTER 1 THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL a APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND ..r INTERPRETATIONS OF THE GOVERNING AUTHORITY. CHARLIE HONG Date In S. 2 � ° ' ° �5 c•� Da Date Out _ I o • 9 T 40' -O" x 24' -O" CANOPY ,� 14805 INTERURBAN AVE ► EC E I V TUKWILLA, WA c • SCALE OCT1 � �' , COMMUNIT DRAWN ERIC WARNAT Cl °F 2 DEVbLUNMI= a mom BY SCALE I/4" ■ 1 AP • •' '• ' I L. • ; NUMBER 207 Lx; • INIMMOMMINIR t!!1• r.H...,lrt!•l',S,4 . u.. ,_... .. ...... .. .. .. ._........ r...... e.,,.. w..r.•..-..............-•....._. mi..... nw...... r,:, warax. rrww�v .�rc.t.uw+ua..a... + «n.�..www tr uruwn.nsoru-re ,e54 tWM"``P.F ,K4""M'AVA1 . • ter.- ( " R 0 B E R '1' t I'KOI'I•;SSII \I• (0(X) \OK'iO.0 RI IIA)IX((' '1'1�Llil'11(1X1). FOSSATTI (I J'11�R 'I,l1C 0 I; 3 N A 1)81(11 (200) 021.11,113 A S S O C I A T H S unst 1'I\ I {XfI\1{KKS STATEMENT November 1, 1995 CITY OF TUKWILA 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Mr. Duane Griffin Multi Listing Below Invoice No.: 12729 Tukwila, WA RFA No: 95102 -Multi Mahan No: 158318 CONTRACT DATA: Hourly CURRENT HOURS: 1115 -023 95102 - - Chevron /Canopy 2i hrs.@ 45.00 $112.50 daT1 95102 -21 - Chevron /Store 1i hrs.@ 45.00 67,50 0395 95102 - - Charlie's Deli /Canopy 9 hrs.@ 45.00 405.00.n6.71 .:MKp@CI O3'3 95102 -24 - Fire Station 113 6 hrs.@ 45.00 270.00 )33346, 0357 95102 -25 - Museum of Flight 2 hrs.@ 45.00 90.00 /6yp„?j Total Current Hours: $945.00 BILLING SUMMARY: PREVIOUS CURRENT PHASE % COMP. BILLINGS BILLINGS TOTAL -- -- $34,508.25 $ 945.00 $35,453.25 Deliveries 277.26 -0- 277.26 Total Billings to Date: $35,730.81 Received to Date: $34,785.81 Total Amount Due: $ 945.00 Thank you for the payments received in October. EC' IED NOV 0 3 1995 COMMUNITY DEVELOPMENT ���... R U B E T \I'k11Ft:11111 \11 1000 \ORM \14111.111 \41 10i III 1101L1 ilkla:! \( / 1 1 St;k11 9111 St :Cn \n \11: \I F. til h; 111$0 1 1 ( /� Al I 1 I I rnRl'tlk1 SR \ITLB.II \trfn \ Ii ! 191(11 Iln \nl.ILI.IIN11111u111 14;11.29111 \4:: 12:111621.100: IFI.lil'lltl \t; 0911111 ;1.11411111 A S S O C 1 A 1' E S p t1\ 010114515-2200 1.mSI ITI \u h ; \GI \t;Fk5 October 18, 1995 Pacific Environmental 8585 Highway 20 Port Townsend, WA 98368 Attention: Mr. Tom W. Carroll Regarding: 95 -T -23 (Charlie's Deli Canopy) RFA #95102 -23 Dear Mr. Carroll: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of Peyton Engineering. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. ys 1 Kolke CLK:4 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t23 ^4,doc q 6._ 0 .2.6 RECEIVED OCT 1 8 1995 COMMUNITY DEVELOPMENT �.... < 1 R O B E T • �I 1 l'k(IFF'ti1111\ 1I. 101111 \11k11!\ ll Iil .I \l; I II. SIll'11110)11'1 il'KI f l �� � � FI;k11Cf:i 14111 l SKI) \11 111 { \I 5F; IIN F; '1 IIL 111 l7 f t WPM l';'11r\ ITV 14 1SNI \GIU1'1HI ) 111 \111.1 11 . 11 111 (Phalli I'F :LF:I'1111 \11 (21k111.'1I'IIkl3 ICI I:I'iu ; 1(11(11lCt.r,r,'W \ S S F) C 1 •' T K S F'\\: (20(3) 1121. }17ao F' \\ 'MO 113.22II I 1:11 \til 111 \11 I•;\l;l\ I•:F:14! i October 10, 1995 Pacific Environmental 8585 Highway 20 Port Townsend, WA 98368 Attention: Mr. Tom W. Carroll Regarding: 95 -T -23 (Charlie's Deli Canopy) (5 l� .. !°1C,' c) RFA #95102 -23 Dear Mr. Carroll: c �� We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our previous letter dated October 9, 1995, was issued regarding the foundation permit. We have the following comments regarding the structure: 1. All welding must be performed by WABO certified welders. Revise the structural notes. 2. Please explain the loading condition input for the W12x26 beam designed on page 4 of the calculations. Please forward a copy of this letter to the structural engineer of Peyton Engineering and respond to the above comments in itemized letter form. Resubmit two sets of structural drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry to Kol e CLK:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98 95t23 ^3.doc RECEIVED OCT 1 0 1995 COMMUNITY DEVELOPMENT • • • R 0 B E R T 11'HnFF.tiSIII\ 11 IWO \(IM\ 81 11.1)I\. I Ili SUI I I I IH 1'i'F:I. ti'I HEM i 1 11 U \ ' \ \ J, 11 ), \ I I I I 5F:H11t :Es HUI SF;I \I) 1 \i F. calHvoto1Ht\ ;tF;•\'I�'LE,11 %Sill \1111)\ 9fliot Ipl\ui.! 1 111111H 1'F :LCI'I ME: 12OI 120th 621.180.1 111.F.I'111) \I: tIKKI i.t1•Mo04 A S S O C I A T E S F'\\ (Nth 621.i17.10 t'1 \. OW. 111 -2'201 COW 1,1'I \li I; \(;I \I:I.I;S October 9, 1995 Pacific Environmental 8585 Highway 20 Port Townsend, WA 98368 Attention: Mr. Tom W. Carroll Regarding: 95 -T -23 (Charlie's Deli Canopy) RFA #95102 -23 Dear Mr. Carroll: We have received information on the proposed project and have reviewed the foundation only for compliance with the structural portions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Considering the drawings we have received (Sheets Cl and C2) dated 5/31/95 with the additional revision dated 10/9/95 to the Elevation Plan on Sheet Cl, we feel that a foundation permit would be feasible at this time. Please note, however, that additional foundation work may be required for the resolution of issues that could be brought up in our future review of the structure. The owner takes full responsibility of any revisions necessary to show compliance with the UBC. We have forwarded two sets of drawings to the City of Tukwila and have retained one set of drawings as well as all other project information until the completion of this project. • Please forward a copy of this letter to the structural engineer of Peyton Engineering. Our comments applicable to the canopy structure will follow under separate correspondence. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. 4 C ry t al Kolke CLK:2 cc: Mr. Duane Griffin • ' City of Tukwila • 6300 Southcenter Blvd., Suite 100 ��E1v VEX) Tukwila, WA 98188 • 5 t23 ^2,doc OCT 101995 . • +COMMUNITY DEVELOPMENT_ • • • t R U B E ' T 19t11FESS9 l\ I 11771 \nkru\ RI 7.01\t, 116 171 111110111 s110.:1:1 \ �� r \� ► SF:k►u:ES F801 sgum \ ►I \1 F: ,1 x14:21121. [� t ( ')SS.11, SEMIC k\TIn\ tiF: \I'ILF:.N\tilll \ITU \!IFII111 1111\ 0111.1 II \N11911llt.l •IF11.F:1'Ikl \F? 121711021.1&1,1 '11.:111910 It1711 1.1.11699 \ S S c) C I A T E S FAX 12061112! -!7411 1 3.13-2200 t:tI \tit I.r1\1; F: \tU \Erk5 September 29, 1995 Tom W. Carroll 8585 Highway 20 Port Townsend, WA 98368 Attention: Mr. Tom W. Carroll Regarding: 95 -T -23 (Charlie's Deli Canopy) RFA #95102 -23 Dear Mr. Carroll: We have received information on the proposed project to review for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). The information submitted is too incomplete to review. Please note the following issues need to be addressed: 1. The 1994 Edition of the Uniform Building Code is currently in effect. The drawings must reference this information and the calculations updated accordingly.' 2. The drawings'need to be complete. Insufficient information and inadequate details have been provided. Refer to Section 106.3 for what is required when applying for a permit. 3. Provide complete structural notes. 4. Structural drawings need to be provided and they need to be sealed by the engineer of record. 5. Provide the necessary soils information. Please forward a copy of this letter to the structural engineer of Peyton Engineering and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolke CLK:1' • OCT . n 21995 cc: Mr. Duane Griffin ITV City of Tukwila OVELOPMCNT 6300 Southcenter Blvd., Suite'100 Tukwila, WA 98188 95t23 ^1.doc • J, �JILA, . C - ; City of Tukwila 9 :,41‘ ..0 .,....180 John W. Rants, Mayor y -. N ••• ; ��� , • Fire Department Thomas P. Keefe, Fire Chief - 1908 September 26, 1995 ; Fire Department Review Control #B95 -0325 (510) Re: Charlie's Deli - 14805 Interurban Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire extingiusher with a minimum rating of 2A, 20B:C shall be provided and so located that it is not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 5202.9) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. A permit is required for the use, storage, handling or sale of flammable or combustible liquids. (UFC Article 79) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 575•4439 .. ._......... .,,..,.,....._._...........,. .. ........... .._... ........ .. ,_...._..... ....__.._..P......��.<..,w:. yY<. t. xus�x nwn o swxcJ .m.<a -.._. ._ J ; wq - *•► v� s �e ity of TuI�. Vii t lC� John W. Rants, Mayor %TA, ; 6V ',./ Fire Department Thomas P. Keefe, Fire Chief A111'•• • •; 190B - Page number 2 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 0 Phone: (206). .57$4404 • Fax (206) 5754439 ... r.. .r. :..: r .:t 7' :. .. ............a�,rr her ,....,. »......w...,.v,w,..,•.. ,,.,. xr.,.,,.....,,....,,» 1 7r. r. v.. u•1 , rw^ vv r< e.-.. n.,.- ..- .,....,,..... >.....,........ ., �...•,. ..roaw'.zr�rr.<:LV .>; t aYr<n�v;s nrxrar , � 1. 1 4 j► City of Tukwila John W Rants, Mayor A. kr/ Department of Community Development Steve Lancaster, Director 1908 September 25, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -23: Charlie's Deli Canopy (B95 -0325) Please do structural review per U.B.C., 1994 Edition. Sincerely, -C ?Y 6 1- ( Lki6L a3cutip Shellie L. Bates Permit Technician .tee 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431,3670 • Fax (206) 431.3665 • • • • , .., .:.....�. ....,.. : . .. 09 -26 -1995 09:10PM FROM PESCO TO 12064313665 P.02 „•' i,� ° :. i• :.i.' : 1 giq'NU!.i8ER ; i +'�,• 4.':. : . yri . , • ' A I ' 1 .: •':..; P f', 'r {' 9 i STATE OF WASHINGTON ;4M' ('4 l., . :•. +•. • 1. , k i P '5.,;; ?: ;: j; , '; . c . ~ : r • �:r '' � • r i ; : • �.� •�r�• \. .: ..'....,: ', r '. ' ' 4Y ..'•. tVQn.:'t,p �} ";d '1.if;tYw.. }Yq. PA CIF I r :'P Y•1�'a' 7�N f c: 'r*j • +sR Yc s CO".. ,. PO BOX 204'4 s PORT rQW seND WA 983.68 «10,51 ' i; • i I . F12S•052.000 (312) '' . /.... \�KV \M.,nty,_ 1•• ,'YW \•••. \\1\ 1 \ ••• .,WA . ..• i•"'•" ••• �+►1 "�.+ ��- �yy —�+" _ �. . • • • • • • • • • • • • • • • • • I ' SEP , 2 6 1995 • GUMiiviu. I y . • • !DEVELOPMENT • • TOTAL P.62 • STRUCTURAL NOTES ' 25 PSF SNOW 80 MPH EXPOSURE C WIND SEISMIC ZONE 3 STRUCTURAL STEEL 1.01 STRUCTURAL STEEL SHALL BE ASTM A36. 1.02 STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B. 1.03 STEEL PIPE SHALL BE ASTM A53, GRADE B. 40 -0" 1.04 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE RISC SPECIFICATION. 9TH EDITION. I 11' -O" 18' -0" 11' -0" LIGHT GAGE STEEL -4 -6" 6 -6" 6' -0 °--� -6 -0" 6 -0" 6 -6" 4' -6 2.01 STRUCTURAL LIGHT GAUGE STEEL SHALL BE ASTM A446, GRADE A THRU { E AS NOTED ON THE DRAWING. 2.02 STRUCTURAL TUBING L F LESS THAN THICKNESS SHALL BE ASTM A A5113 THE GRADE SHALL BE INDICATED D ON THE DRAWING I 2.03 BUY -OUT LIGHT GAUGE MEMBERS SHALL BE OF THE MATERIAL SPECIFIED i BY THE MANUFACTURER. 3' -0 2.04 DESIGN SHALL CONFORM TO THE A151 COLD FORMED STEEL DESIGN MANUAL. DI W 10 % 12 - - - - -- _ - _ _ ___F__. - 3..01G STRUCTURAL WELDING SHALL CONFORM TO AWS D1.1. -T- 3.02 STRUCTURAL LIGHT GAUGE WELDING SHALL CONFORM TO AWS D1.3. 3.03 STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A PROPERLY I LICENSED STEEL FABRICATOR. 3.04 STRUCTURAL FIELD WELDING SHALL BE DONE BY A WABO CERTIFIED WELDER AND INSPECTED PER SECTION 306 OF THE UBC, UNLESS 1/2 STRESSES I I I 1 I USED AND NOTED ON THE DRAWING. 3.05 AWS E70XX ELECTRODES SHALL BE USED FOR ALL STRUCTURAL WELDS. I STRUCTURAL STEEL BOLTS W 10 X 12 - - - - _ - T 4.01 ALL BOLTS SHALL BE 5/8" DIAMETER, P307, U.N.O. S ALL 4.02 ALL BOLTS EXPOSED TO THE WEATHER SHALL BE COATED FOR CORROSION - 24' -0" A B N -- T 1 TS 4.03 HIGH STRENGTH BOLTS SHALL BE DESIGNED AND INSTALLED PER THE 1 RISC SPECIFICATION FOR THE STRUCTURAL JOIN I 4.04 TURN OF THE NUT TIGHTENING SHALL BE USED FOR ALL H.S. BOLTS, U.N.O. 4.05 STAINLESS STEEL BOLTS SHALL BE ASTM P320 OR A193, GRADE BB OR B8M TS 10x 10x 1/4" FU =75 Ka (2 PLACES TYP. ANCHOR BOLTS (SHOWN SOLID FOR CLARITY I I I I I I 5.01 HEADED ANCHOR BOLTS SHALL BE ASTM A307. 1 I I I 5.02 THREADED BAR AND PLATE WASHERS SHALL BE ASTM P.36. „ 1 5.03 INSTALLATION SHALL BE IN ACCORDANCE WITH THE RISC CODE OF STANDARD PRACTICE, SECTION 7.5. W 10 X 12 - 3 . _ _ _ _ 3 _ CO 6.0 ALL MATERIAL AND WORK SHALL CONFORM TO ACI 318. LI -- 6.02 CONCRETE fc =2500 PSI AT 28 DAYS MINIMUM. 2' -1 ,�7� 6.03 REINFORCING SHALL BE ASTM A615, GRADE 60. oft 6.04 ALL VERTICAL FORMWORK SHALL BE BRACED AND HELD IN PLACE I { FOR A MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT. `r' - - 6.05 DRYPACK SHALL BE ONE PART CEMENT AND THREE PARTS SAND MIXED AS DRY AS POSSIBLE. 6.06 NO STEEL SHALL BE ERECTED ON FOOTINGS UNTIL THE CONCRETE HAS CURED FOR 3 DAYS, MINIMUM. 6.07 WELDED WIRE FABRIC SHALL BE ASTM A185. 3" x 16 x 20 GA ASTM GRADE "C" DECKING TYP. (SHOWN FOR REF. ONLY, NOT FOR PLACEMENT) ROOF FRAMING PLAN SCALE 1/4' = L• -0• e +.cu run wrvrunMAnWt WISH THE L Vn'IFONI OFORM CODE r(' . PM BUILDING CODE BNl , � A � � � �V � ❑ w c 61 2u MRRAP..FttE HEXULATIONS TUE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL CL I �y95 APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND NTERPRETATIONS OF THE GOVERNING AUTHORITY CLLR Daum �'%YC IY 7 pate I 10 1 95 y /� ly !.j,V' 3 . -0 . r. I I RECEIVED oc 1 8 1995 L ,o, T a 01'URAI PE 4 @11 O S N ONTO_ L2S TS 10 x 10 x 1/4" BY Ag (2 PLACES TYP.) g1S 9 P PS3 SYE 0 z ioN 3 06 , HO DATE REVISED BY ' to Q B C $ Y. z 14' -6" MILESTONE APPROVAL RECORD APPROVAL I I ISSUED FOR BID TOP OF DRIVE SLAB TOP OF DISPENSER ISLAND ISSUED FOR PLAN CHECK ISSUED FOR GEN. MD ISSUED FOR CONSTRUC ION RECORD FOR DRAWING .. 11 1 -- - 1 11 - II 11P" - ® (20-4 6) 742 944 98275 12303 Cyrus Way Muk Cy us Way -IF II R ® r I ■ I � ��,II LI E - III �1 p � p � ® =� =Irk 1i11iri , -J - ...him 111 1 a BLe.w.lte 6' -D^ (s0) sir �� :Ir apt MINI ll�I ' �, 6' -6 (DIA) - MINN imps! ,� CHARLIE HONG RECD vac; ®® SE E UHT. C2 FOR DETAIL ^ ° 3 TYP , �� 40'•0" x 24'•0" CANOPY OCT 1 C 7995 J (3) #5 BARS VERT. EA FACE I 1 !. COMML i v / (f ° 14805 AVE DEVELOPMENT �ILR NOTE W/ 3 DIES ®12" O.C. I�� 7UKWIUq WA I_ 54701 � r ® � FOOTING SHALL BE PLACED AGAINST NATURAL SCALE 'V4•e T-0• SHEET SOIL. OR ENGINEERED FILL TO BE ENGINEERED BY 3 . -6 " DATE 5/31/95 A REGISTERED SOILS ENGINEER (DIA/SQ) DRAWN BY ERIC WARNAT Cl OF 2 CHECKED BY ELEVATION PLAN SCALE 1/4' = r -o° APPROVED umo 2o- r . ..,.,.5„, .. .., , -_ ._. _ . _. r ---s .. , *; � �,�, -.., ,�maza,��,._. -. rx , ,..a,, , ... < . a.?. . I STIFFENER RS 1/4" FASCIA SUPPORT BRACKETS BOTH SIDES BUI W /L'S 2x2x18 G A. GALV. MATERIAL SPACE ®3 O.C. 'M 33/1166 ' BOTH SIDES, TYP. STIFFENER RS 1/4° W 12 x 26 #14 0 48° O.C. I STIFFENER FL 1/4" BOTH SIDES I wloxlz wl2xzs 6" MIN. - y '-_ MI B il Mali 41‘ - I 11110 , t II 7 (4) - 5/8 "0 M. BOLTS I 1 1/8" J• Y 1 1/8" , � STIFF. R i/4" B. SIDES 1 4)5/8 A30TS — 2- TSP X1 1/4 N • 4) — 7/8 ° 0 A307 M. BOLTS BI OLTS ttP. STIFFENER RS 1/4° B L 2 1/2 x 2 1/2 x 3/161_ I W 10 x 12 ( CONT. ® LAST RIB) BOTH SIDES (3) PLUG WELDS RIB TO RIB CONN'S ROOF DECK TO BEAM CONN'S LSA 3/80 TYP. USE X10 S.M. SCREWS (SEE 1 /4'O EA. CLIP) RIB 4" r� ' 78" O.C. W /WASHERS (STAG.) 1 COL T.S. tOx 10x 1/4" 6 TYP. (z) cons. SECTION C SCALE 1' = 1' - 0' SEE SEC. C METAL DRAIN COVER 3 "0 PVC DRAIN REINFORCE ALL PEN'S W/ SCH. 40 PIPE 3 PVC DRAIN PIPE 3/16" FILLET WELD ALL AROUND TYP. (2) COLS 5 16 • (1) - 1/4 "0 M. BOLT (TYP.) TOP OF PUMP ISLAND 5" ��, `1 DRYPACK,�, 4 L'S 2" x 2" x 18 GA GALV. (TYP.) T w,o x,z��rr� 7 w 1 / 4 "0 M. BOLT _ � - t12* a < /WASHERS (ttP.) r TOP OF FOOTING 1 COL BASE 1 1/4° x 78" 50. 1 1/4 A36 A BO LTS 4 4 / 1 -8" EMBEDDED 1 P. TYP. (2) COL'S. REO. (4) PER COL 11•miI1 I L _ 1 I _ R 1/2" x 4° 50. i Q k-14" SO.� v II SECTION A SCALE 1' = 1' -0° DETAIL 1 SCALE 1' = 1' -0" SECTION D SCALE 1' = (' - 0" 3/16 ` TYP., T. &B. W 12 z 26 3/16 ' 3 3/16 ' 16 ` 2 2 --6 6 BOTH SIDES, TYP. ' ''''''''' if E 1" x 10 1/2" x 1 BEAM FLANGE ,-* BEAM • (4) - 7/8 "0 A307 M. BOLTS ■iir Ppc OS DECKING (TYP.) � yy 3/16" x 2 1/2" X 2" CUP 1101=101. _ %Villilli DECK RIB � r �� 1 7/16" O.D. WASHER COL P. (2) T.S. 10 OL'S z . 10 x 1/4" BECKER 7P50 DECK CUP Mi tt C 1/2"0 BOLT 3 PVC DRAIN PIPE NO. DATE REVISED BY TYP. (2) COL'S APPROVAL RECORD DECKING (TAP.) -"1 1 1/2" 1" MILESTONE DATE APPROVAL 3" x 16" x 20 GA. GRADE "C" DECKING ISSUED FOR BID DECK RIB SECTION B SCALE 1° = 1' -0' ISSUED FOR PLAN CHECK ISSUED FOR GEN BID ISSUED FOR CONSTRUCTION RECORD FOR DRAWING s" s" 12303 Gym Way RECEI\ ED 2" ''''*', Mukilteo, W 98275 2" I- 7 7` "1 z' a� _ Q OCT 1 01f95 x° � r ° A�. BIBTEa (206) 7424944 Ca COL BASER 1 1/4 "z18" SO. N. 1 -t- / �� ■-,MAW ENT (2) COL' � �� , � 4�- � ` �� CAPITAL HILL CHEVRON � , 7 ',. ;, ,c,4 40'•0" x 24' -0" CANOPY /DETAILS B � IIL �� �S � � en S 14605 INTERURBAN AVENUE - ` . I l 1- �.�_ SEATTLE, WA 1 1:01) (15,...c) 4#11W I . 2" (G� DATE 1/4 5/30/95 SHEET DRAWN BY ERIC WARNAT C2 or 2 CHECKED BY l.• S ISO. VIEW/ BECKER DECK CLIP SCALE 1/2' = 1' -0' SECTION VIEW/ BECKER DECKING CLIP SCALE 1/2' = 1 -0" BASE PLATE DETAIL SCALE 1' = 1' -O' APPRWED 108 NUMBER 2077 �.Y . -. -_.., ..._.- ... .... _. .;3 .... . n��..sx< ,' ...- ,._ ._. ..._ - . .. . _" b4.ishee €62ixE.��°.r a a - ..- .. -. .u, , I s„+rrrrcr +- �rrr�„rrn iii tfYr7mrc5 +R5� � `#`rflm i4�`iYrhwl rm`rrz� I,. u� - ': .._. s._- ._uz..- ,,,°.... , I I