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Home My WebLink AboutPermit B95-0250 - 7-ELEVEN - CANOPY AND FUEL SYSTEM UPGRADE • • %vL1 - ��vE�l pjJ l 5101Z . . . . . . .. . . . . . . ... . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . .. . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . ... City of Tukwila C 4 (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0250 Status: ISSUED Type: B -BLDG Issued: 10/05/1995 Category: ACOM Expires: 04/02/1996 Address: 14207 PACIFIC HY S Location: Parcel #: 161000 -0295 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.: MCCONBP066NK TENANT SEVEN - ELEVEN CONVENIENCE STORE Phone: (206)241 -1519 14207 PACIFIC HWY S, TUKWILA WA 98168 OWNER FRICK ANDREW A & JEANETTE F Phone: (206)000 -0000 2 LOCH LANE, TACOMA WA 98499 CONTACT DENNIS R NUGENT , (206) 813 -8584 26920 AVON' CT, RENTN :':WA 98032 CONTRACTOR MCCON BLDG & PETROLEUM SRVS 'INC 2237 'ROYAL LN ' STE 101, DALLAS TX 752293310 *************** * ** * * * * * * * * * * **' * ** * * * * * * *** k* * * * * * ** ** ** * ***** * ***** * **** k lt* Permit Description EXTEND' CANOPY AND UPGRADE .FUEL SYSTEM. SETBACKS'` r' Units. 001 Front: .0 Buck , 0, Buildings: 001 , 'Left: .0 Right: 0 Fire Protection' UBC Edition: 1994'' Valuation: 35,000.00 :* Total Permit Feet } 730.09 ***************************** * * * * * * * ** * * ** *'* * * * * * * * * * * ** .-51ww 1 5- cis Permit. Center, Authorized'Signature, . Date.: I hereby :'certify that I have read and examined this permit and 'know the same to , ,be true and.. correct. All provisions. oft law and:,o,rdinarices governing,'tthis 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 laws regulating construction ,,'or the performance of work. I, am authorized.' to' sign for and obtain this bui: ding permit. Signature Date: RD I S / 9 s Print Name: .b C � ' � IA : t" T i t:1 e : Pilvsl This permit shall become null and vQid::::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. , w . ° ''�+r y� "'w's'' CITY OF TUKWIL „ ( + 1 ��= g Department of Community Development - Permit Center ' ':yt 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 isos (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER 7. 5- ro rt, SITE ADDRESS /1 NO. 5 / . 07 P I �� 5 ______ 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. ATA .;: DEPARTMENT . DATE IN A •PaeV REQUIREMENTS / COMMENTS ...:.: .........:.. ..:.. CO CONSULTANT: Date Sent - 01:fflafi c Date Al). roved - $ O MVP rBUILDING- 41 1 q --[-' . nitial review F IRE 1-• � • fir R TED - l f r MI FIRE PROTECTION: • Sprinklers II Detectors N/A r� 14-C FIRE DEPT. LETTER DATED: --- //' �!.!; INSPECTORL)!� / 410 r INIT:�� ` - lb �, _ . 2(.7 . c ZONING: BAR/LAND USE CONDITIONS? gum No RLANNING rl` <<�f' REFERENCE FILE NOS.: INIT: G"' MINIMUM SETBACKS: N- S- E- W- pPUBLIC Orr UTILITY PERMITS REQUIRED? • Yes No PUBLIC WORKS LETTER DATED: WORKS 6 01115 INIT: O OTHER _ INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): . XBUILDING - � final review O Yes g No t 1 INIT � 1fl BUILDING /? /;/%ys OFFICIAL ID 3 i INIT: ,d)`1 ' REVIEW COMPLETED AMOUNT CONTACTED 1__P-Al. y�„ (o c! 1 ' w 9 DATE NOTIFIED BY: ,�,�{� I�� (init.) 1/4..i -i 1 n 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01 /08/03 • - _ +i t ,_1 , : +_' 1 ' ; -1-IJ , i I UI . 4-1 llU ..0 I I'I I • . t o B PERMIT ., APPLICATION . . cm' OF TUKWILA ..... T. _. .�..... -__ • Department of Community Development - Building Division •• 6300 Southcenter Boulevard, 'Tukwila WA 98188 . F�6 431-3670 e fIt�•1GSC .R,I ti P:T y 1�:Q' K; a :,Y:; :;,:. >r�,laMCaUN:'Y;;;i� ACp7� ;;:i4 ,*. .E.UJ�,nG3 �l.r,` ,� MI• It `ik+'C''+Y1';in':;A.: I %S r,: { ,;:<; ir' PLAN CHECK � A.� : : .E rT,,::rl r; ,: .;: :+��'�',; ^.isa; ,�>> s .;; ;;;; : � , , +Y NUMBER E rki. , ,r' �� 0? 50 I� t:tl '�t4V.. � ' f i �J;1f"t��:1;i , + !,�;' I f '. ,� Y,.f!.iri,eA vt t i� +, . J j .0 r <..r,... • .,. .n1,:} 4 , ' : 44 , ..J ; : �;, .g ^!. • . ,. , y:f , .l.' ..„..., , 0 ... •.. . a v •�. • ., ,' •'S •, � ' I.: F'.t:r•i+.A .F. f, . A ".,•i vrF'1: :; �,:<. �., .{ •i. A v F . . . . ... _. 3A .. �. .f: -: a .. < } !! �...�:..::., nr:.:; ;.i +:,.. �av;•; ,.G, F r, ataM1'ro:,,b"�: 1:,le 1,. :: ;y , r i,s,Y:,.d: �� "•ii �iF:!i: �' <.•a:r:; .,,y�. ;;�;,; ,1. Fi+ :R +`.i� " %:wv<,': • ., . y .�! ,1 .,,, , ` <, - . S. -,. --, ,y't^•4", : ��w...,,e u ) lu. Y ,.. 1 .,.. , • '• �+,+ . !.. ,.,: .il / • .L;. v � l r... ..N.. 1.;;: h�., • ` t.A>t� ��i�l� ,iv�'3;Y h. .•,�� r.tN .t... ,ir, ; r.Yi; ,l Y ,: ,'R':t:��,: ,:�. ,':. . V• .f,! .. 'Y'i . i • :. N.:; ti. ...•.: { <:wn e�� '1k� v >4. �.! ..� ..: �. '. , � _ �,' ' �"" ii.1'•C ♦ :.1. � . 4....t'.. . x .:f,:,�`:.. F t >. .r ;s . • ' 0' � . Vti 7y�ii;0 ;.t < ,, ar . SITE ADDRE • SUITE it VALUE OF CONSTRUCTION'- $ 14207 Pacific Hwy South • • $35,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # ' ^� • Southland Cor oration �" 5` O1 C... ((Q 1000- Y.. 2 �c�f TYPE OF 1 New Building Addition I Tenant Improvement (commercial) I Demolition (building) . WORK: ' 0 no Storacge � .) aeroot 0 Remodel (residential C Other = ____ DESCRIBE WORK TO BE DONEE Extend Canopy and upgrade fu #11 system BUILDING USE (office, warehouse, etc.) • NA NATURE OF BUSINESS: •. ' •' G as & Grocery A .. WILL THERE BE A CHANGE IN USE? 1• No ) Yes if Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: , 0 i . S • WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? )0 No 0 r'es IF YES, EXPLAIN: • FIRE PROTI :CTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER PHONE Sout• and C.prp.or•at on . _ _ _-__•• • (20.1575-6711 • ADDRESS 1 ' - 'LIP 035 Andover Park W ?st,__Tal wi1aW� • : , :: CONTRACTOR Mccon Building & Petroleum Servf PHONE (206)813 -8584 ADDRESS 20 Avon Crt., Kent, Wa ZI WA, ST. CONTRACTOR'S LICENSE # MCCONBPO 6 6N K — EXP. DATE 8 / 1 / 95 - __.. ARCHITECT PHONE ADDRESS ' ' ZIP EREB'.4Y CE' ;ll Y: THAI I'0)1Eii: pili,N.Dx AM ED'! < >T WS,= .l'' a .I i Q: +,T. AML '::.': f;; ±,v i f 1r '1'.;•< !'' ' >.: {„,. + '�;9:i I:i �� 1, l,n;3F,'; }.;`iK „ 1 ' . • E3 ff�Ul »eAFIC?.G_OFi.R.ECT,: NIa.'I; A►,. 't:� nl fi b' : ,(Y 4;S ,f ..., .,-„, ...,.. ,......i., •' :, ..... 44.. i. "4 L ,.! , f- i o.> t • BUILDING OWNER SIGNATURE /y J '� DATE July 26, ' 1 995 OR v • AUTHORIZED NA--E Denni R k u • -n PHONE (206)813-8584 AGENT ADDRESS Avon Crt. Vent CITY(ZIP 98032 CONTACTPERSON Dennis R. Nugent PHONE , __ w ‘206)813-8584 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 counterwhich provide trlore 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 ca 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 subjE+ct 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 , i 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 tollowing 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 evelr�pment Building Division at .431 -3670. t-lau DATE.' APPLICATION ACCEPTED DATE APPLICATION EXPIRES - 7 , 014 0 -q5 , !!, ,, , k-...0 '''''' / -02 6 - q6 , PERMIT CENTER a.zu c rorr. �X cGi) k b �J.' Myu , t i } ., Y. . 9 t 4 ) j i .), 4 • aA *k** * **AkA * * *A *•4:1 *h•A* • 4 . 'A• A *kk* A* • A • *A ***A4A *k'k•AAA *'c * ** GENERA 730.09 TOTAL 730.09 ITV Ur . 'I'IIKWI:L.A. WA 1 RANShil:l' CHECK 730.09 k ** *A*A * * * *A *•kA *A * * **** *** *A.A. *A ** *. A.* * *k *A * ** * *A'k *A* *k*A S ,. ,�- 7.fU.09 07 /2h /'.a •A CHANGE 0.00 ',TRANSMIT Numb�r . :I4G�?..b Amount: 7 � ' 4692A000 16:04 . Paym t Method: CHECA,. Notation: DIMENSION GROUP Ir►i : I )7 Permit Na: 095 -0250 'type: 0-BLDG BUILDING PERMIT -M. Parcel Jth: 1I1O00•O295 Site Adcii^0si« 1420? PACIFIC HY S Total Fees: 730.09 This Payment 730.09 Total ALL Pats: 730.09 . l a n c e : .00 .. k*** �1*AA AA•*AA r1•***** A** AA*,+* A**A •• i • k** AAAA*.1 * *•AA * **k **A# *•A **A*** ** t Account Code Description Amount /. 000 /322.100 BUILDING - NONRES 439.75 000/345.830 PLAN CHECK .. NONRES 205.84 000/386.904• STATE BUILDING SURCHARGE 4.50 ''',-,41..!: ( ... • , ....,... ... ,... ... y an.. 4,. ,. ...,,,,,......... ...., 1,7..00 A.,....., IIMI INSPECTION RECORD Retain a copy with permit V PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 9818: It (206) .431-3670 - .„„. ........ ypea ns., • . Addrem: 1 2,0 7A, h4 Dote Called: Special Insirtiflons: 7 Date Wanted: uesie Phone Na: 7 —Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: , . , . . .. • • , . insp..: (.....- f We: _ I L es f - [ 00.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „,. •Ar........t7I-N,J16.1.4. to A,. Mi. -7 V1.4.1A.S. .■ , . ...1: ,o4“.rolthwcapiikAmigAttAysAimiNgmi,..c..5e1.601p.4.4,f, A■64.01:,...,- to“,. lo..A.A., I ... i { :(1 I,�I$PECTION RECORD" 5- Retain a copy with permit 0960 INSPECTION NO. PERMT NO. / CITY OF TUKWILA BUILDING DIVISION 1 (206) 'V/ s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 88 A : (06) 431 -3670 •ro : 1, 1 1 ypeo ns.: C.k r Address: ' L) T ao c, c i.A S Date Called: ! 1- 1 _ cis Special Instructions: J Date wanted: 9 :00 z Pi .sc 11 y - -1. � p.m. Reg Coal ci r Cnnl h1u 'e - f plioneNo.: 8 1 - 8 0 Approved per applicable codes. / 1 ' Corrections required prior to approval. COMMENTS: ' 1 . . n 4/' .Ariffil/Pr r .'... i —or „--- . 1 F' ),.. 2e,..; ' 3, , / /? ,.1 it,r,j1 Of 4 f 1 In • : or:. - , 0 $30.00 REINSPECTION FEE REQUIRE • . Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • fir—V.7-- '"fie: j , _ tr_ ! � x:k.!,.:ii..s'�'itPZw s '' ._ M:tsk .. :'kyi4.; : ._.. n. 1 ' ..._ ',i :! .. I D INSPECTION RECORD • (C • " Retain a copy with permit 0 '...O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 a As : ile s• D te: i F!t' f`I l <, Date Called: , t ' �� - 95 S laal In Date wanted: J ~9 � am. p.m. Requester. tsNA S Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • 1 • • il Ts, : / Dale: ❑ I,* INSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsppection. [F1-14°': t , , ' El --.............. ..,._.,.......s.....�:...:y.:.. s::,:. uc•. a+,.. i isu: zr:,< s,:<,.: ci:. ww. k .,.„.- : ... y .._...._. r .......».... .__........- ...�..�- ...a....... C INSPECTION RECORD 1595- ,F.. Retain a copy with permit 02-5c) PERMIT NV i ,7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 . ''fe 201 IIC1FIC NCI s �: e.:t 11 1 r Instructions: Date Wanted : q% «. tlequesier: -� Z— l If ��'p — m i om. � , .�.. =� ___I gam- q I5 -2 � Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: � n–Y1, cm..e L, .../ . / 41 ��9 r ,e..„ r� r iv.'' / 5 he Get it i • nspecta: ' --� ❑ X30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ece4t - 1121i: l "!......tL.1.L 7i . ,mr..tAa , '4_h.wfx•. .scar,4...Ak 3613rtt a t144.r.t .Yi+ i9r4a' .i.et 11.1 v..,!..4. **Ai 1.... s . •' ... , ... .. ,. � : '+' a ., :?i:' , .3 ^i. ! ': ;'.�:::fl"'41'lwBr,Cl tr ryf ".. .a . Are C. Mr,w~44,x 441'M'„t'n! .1 .,, r.1.• CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 128TH PLACE KIRKLANO: (206) 823 -9800 SEATTLE: (2081525-8700 KIRKLAND, WASHINGTON 98034 FAX: (206) 823 -2203 EVERETT: (206) 269 -0817 November 16, 1995 Cert No. 9511 -22 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: 7 -11 14207 Pacific Hi hway South Permit No 95 -025 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. Structural steel welding of new C 3 x 4 x 10" to existing beams 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 and only report is dated 11 -10 -95 and is number 86622. (Copy Enclosed). Respectfully, CASCADE TESTING LABORATORY, INC. dc4rio D nis H. Stack President Enclosure: Field Report No. 86622 RECEIVED NOV 2 0 1995 COMMUNITY DEVELOPMENT .... .. =it'." � �' � .. '� r. , t , .. i .ro` x 7�' "�7�^i.', 7 tiri; y '.�:�'`i'� �7 ';' ..,N ` �r ; City of f Taulc ila John W Rants, Mayor of :1. mamireww. J'. ea/ • Fire Department Thomas P. Keefe, File Chief 1908 - TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. h C� SO Project Name EA./ L L. e : U L n/ .�� /lJ / r � : Address / 7 , /-/ Suite # 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: /c/Je /////y/95 Authorized Signature D te FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Pion (206) 575-4404 • Fax (206) 57$:4439 • I.. _; ) vi,... „: t CITY OF TUKWILA Address: 14207 PACIFIC HY S Permit 'No: 695 -0250 Suite: Tenant: SEVEN- ELEVEN CONVENIENCE 'STORE Status: ISSUED Type: B -BLDG Applied: 07/26/1995 Parcel #: 161000 -0295 Issued: 10/05/1995 •A •k •k •A * •A * •k'k •k 'k .A •k "A •A •A k 'A •k A •A •A •A •k * * lv •A A k A A * •k •A A A k •k •k * * •k * * 'A' •A * l * 'k 'A •A •k A k •k 'A k 'k •k k 'A 'k •k •k •k 'A 'A •A •A * 'k l •k Permit C o n d i t i o n s : 1. THE CANOPY EXTENSION IS NOT- 'APPROVED..WITH'.;�TH.I.:, PERMIT. 2. No changes will be ,, aii me to e i - th plans unless; approved by the Architect or Eng,iriee a nd the Tukwila Buildingjii•v 4 '3. Plumbing permf,ts ,ash'all'be.'.. obtained.,'yt'hrough,�the 'Seatt_'1e -t tng '# County Departin;ent of , "Pub.1 Ic' Health P,1urnb,i,ng _will' " be : ,; inspected by. that .a + gency; including all ga's piping (296 -4722) 'es . a 4. E l ectr i cas'l permits sh l l he obtained through, the Washington z•. State .i;v•isiori. 'Labor and 'IndUStf ies and I1, a electrical �; work ' 1�1' be ins w�i inspected by that agenc (248- 663 t' ; 5. All mechanical wor shall ,'•� under,. 0) separate permit `iss`ue'd b1V ti the City of,.'STukwila. W ,, 6. All ,pe•r inspect ion +records, and. approved plans sha1,1 >be` avafable at, the Job site prior to -the start of any , ' con - , . s str~uction. These documents are to be "ma•in;tained and ava°i'l- l t abl?e''.unti l final Inspection kapi.v,oval is'gran�ted ' , ` v 5,' 7. All s`tructu.ral,` w eldin l'1� g° ;ha 'be` done by`.�W A.8.O. certified `' �`` , P f } welders and special.�ins,�pe�4.tec�`', (UBC: -Sec. " .Q6(a)5). `� I`,�ii' >p U. What 'r �; : pe� t61 Inspect i.oil... i S/r Ou i red.. .,•i.ther ,the owner„;, ,,,, :,.-, 1(41 I.• h t e'c`h { . ,o engineer,sh�all :nO�t'•if the Tukwila la Bui 1d _ i'ng I' F arc + Divis on of a pointineji,Gv! `the'` nspec.sion •agent. y ` `` � � i �� P` �. , �; -� f° , i e s � c� i o,r^” t��►,, ,�.� the F' +i r ~ Ybui li iri inspection. iection. C`b ° ` iear`a '� pe cfia�l i ry ins : c�ti ko n � , "r shall be submiitte 51 -sto t Bisildin t,,,,, Divis n .in "a timely' manner. Rep? t.. � ha�•11 • t ai `; i. d; ;'s. ' x / '` tai a dr•e Ai �.1 L "f ti 4' 1 �L r �� w.�yrt �r pr ~o.)ac °t per alit number and t. pd of ins"peotion bei ,0t p e rf o r` » je`'d 4 i --. j y , ,, The spec inspec shall submit a f ln.a,1;:,•signed report �; r,,, =rr I< stating whether ,the work requiring special inspection was ;}' ,; to the be :s, :, of the inspe'ct,or knowledge, ;"in confo manc..efl,p t with approved ,, p l ans' and specifications and the app'i I ca,b;l,e' wor "provisions of the UBC. ..'`'j::' 10. Al 1 construc be done °,In.�'conformance with app 4 plans a requirements s of the Uniform { Building Cod01994 Edition) as amended .Un:iform Mechanical Code (,1994 Edition), and Washington State Enegy Code :; (.199.4 ° - tEd i;;t'i . 11. Validity of Permit. The ' i ssuance. of . e : : ermi t or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the p r o v i s i o n s of the b u i l d i n g code or of any other ordinance of the ,jurisdiction. No permit presuming to I give authority to violate or cancel the provisions of this code shall be valid. 12. All high - strength bolting shall be special inspected (UBC - Sec. 1701.5) . j 1 i • RECEIVED SEP 1 1 1995 RECEIVED SEP 7 1995 t:- t ; '. , z k ��;. ,, —� ;> '' { ', x r FOSSATTI ASSOC, F.9 p 4 5 • it 4 , v,,,, � � ' a t � F .t '` � � +s ue . } . ' S f 'ti li �. %,�;;U INt ( 0, ,, 0 4, , , , ,, t ,.. Al i 24' -0" x 24' -0 CANOPY 14207 PACIFIC HWY SEATTLE, WA Building No. 22866 For OA' Q Rp \ SOUTHLAND CORPORATION C� 3 $(15 0 ,�v l L.v r Iry " ...TA" rai i tt.. 4 4 - ; ‘ ,. • r August 22, 1995 r • 4 30025 , � 4 % Project No. - 95337 ► 19611 • P .87 s" V G •I ' I E,('IRES SEPT. / 8 / eV 1 Bestworth- Rommel, Inc. 1A1 �' f I0 Design and Engineering Services B —INC; P.O. Box 1650 Snohomish, WA 98291 -1650 (206)481 -2656 (800)829 -8211 FAX:(206)486 -3920 RECEIVED CITY OF TUKWILA AUG 3 1 1995 PERMIT CENTER Customer: Southland Corporation THR Q R , n,, Project: 24' x 24' Canopy BESTS —INC.— MM 14207 Pacific Hwy, Seattle, WA Date: August 22, 1995 Design and Engineering Services P.O. Box 1650 Snohomish, WA 98291 -1650 (206) 481 -2656 DESIGN SPECIFICATIONS STEEL Structural Steel ASTM A36 F = 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 Fy = 60 ksi CONCRETE Footings and slabs f 2500 psi FOUNDATION Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel q = 1500 psf DESIGN Uniform Building Code, 1994 Edition Roof Snow Load = 25 psf Roof Live Load = 20 psf Wind: 80 mph, Exposure C P= C 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 Seismic Zone = 3 V = (ZIC/R,,) x W Where: Z= 0.3,I= 1.0, C = 2.75, R„ = 3 t • IA • CUSTOMER: - ) ( ', 1 WO R TH ° M M 309 ADDRESS: Bsr — INC . _ '•EL CONTACT: (206) 481 -2656 (800) 829-8211 FAX: (206) 486 -3920 'i'2 Z 1 1 C 1 P.O. Box 1650 Snohomish, Wa 98291 -1650 DATE: J 'I 1 1 . • - t j.. f ' r l ?; h:Z ' I A -I /�/; -v • 1 1 f k 1. lrt �i L i'.. I L 1 t M1 .. .. -...., __ ! .. _ - - . - - y , .. _ _ , 1 ,.- . - - ,. ,. _, .. ,_,. _.. _.. . _,. . I ._.. � .. _ _ t t�l� pF - l ....� b ... ,'__ l +__: I 1 , , _ � i , 4 T • t • ._ .._.. - p 12—•n \-- t7 — 1, 1 -- _ __i_ ._...._. ' �^ �,/ r"i _ ___� —_; — —t y �. I , mo ... _ . - v 4 ..- _'__.. , - «... �^ ._.___ �F' 5,- • :{� -✓hY', 1 (.....e., 0, 'i_ _':e-re.t- fat- fir l,. Tr �.-YI. - ...___ = ..'7J"t_ - ;; ' ' i • _ _ __ • 1 , ■ , _ t i r + .._ ~ — _ . ~ T w :_.« I I i 1 � c __ rt ..__ _. , 1 ,j r— r. ,.__,. ,-+-, t i •( I_"_ T 1 f ( -r-- 1 ' 1 f 1 ... -. i • t' t ; ... r"' � 1 . . _ ^j— _�. .j. - t i j .._ , .,__....._ i , , __" i j i ■ __ . -. 4 J ,. .. .. t • .. _..,. , _ -•y .t. - :_ ,._.1, _. ,..,1, _--- t_.-._..I_- -r-._ ∎- t__�__:._ I ' ••- 1 _. {""' 1 L -I i -_1'. ,.". 1, } .- «— L•l.�re, »- ._.- /- .. -_"'- L d„..,,„ t:a7 NESS CUST S. M'"printing lcrvIco TOLL FREE 1.100 - 8881327 NEOS, Inc., Petalbmoogn, NH 03758. Ref, No:G 012402198 t r CUSTOMER: i 5 . , R� OM JOB ADDRESS w ' - INC• CONTACT: ' (206) 481 -2656 (800) 829.8211 FAX: (206) 486 -3920 ^/2 L' I S P.O. 2 it Box 1650 Snohomish, Wa 98291 -1650 DATE: LATERAL LOADS: , WIND. w u J T • T T I fff fi ffi � It t W P = CeCggsl 80 mph, Exposure . C . . Ce= 1,13 qs = .. 16.40 - Cq = • -.. 0:80 (in) -. - . . • 0.50 (out) ->. . .. ... W C q _ 0.70 1' Roof Cq = 1.30 T Roof elements . . .. . S t P= 18.53 xCq F= : 4.00 ft. wdl= 6.50 4 1 h = 15 _ ft .... .w fascia= 15.00.. . . : Canopy - -W 24.0 ft. w'snow = .. 25.00 , - . _. —Canopy. . L =_ ...24.0. ft.. .... _. ._._ ..... _ ..._ .... _......_ .._..__._... a - - _.. LOAD TO STRUCTURE: . ww _ . = • 1853 x Cq . •14.83_psf I + __ _ 18:53 xCq _4.9;27 psf- _ ___._. _ _._.__ -__ -- , •••• • - Fascia:_, .__ -..- ; ' _.! ; '?, f ,_I_ ____._ -- -_.___ _ • . - i.4 - ; - • := --1 - „ _ - 14,83x F = ; 59 3' # /lin ft. - I _ 1 , ` il • -. - . WI 9.27 x F =:---, - 37,:1 ', - . # /lln ft:-.1- _ L I I _ _ I W0 -1„= .._ ._ - 0.00 + 24;00_72 - x ._ --•-- "59.3_•_= 712 w e_u =.. - .... 0.00 + . . , - 24;00 - /2 x X 37:1 = ;445 __ ., , _... -- -- - . . . - No. of columns /line ;1, ; .. ■ 1 156 - lbs... : Load per col= ' - 56 ` /No:cols= 1156 J ' ' , UPLIFT. w„ = 18.53 xCq = ;13.0 ' psf (Total roof) • • _ . , - .. wu - -. _ .. 18.53 xCq = -- .:. - .- 24:1... psf =© stringer. I , ; , - - _ - ... _ --.vv up = . 7472 -- lbs. • : _.; ;__: _ -• - -. _ _ : __ ___._�. _. _.__.._ ; _. - , - -,. W up =- '7472 ' Ibs: per col .. , , r • t S C : • I i I I I:III SEISMIC: 1. • • V = (ZIC /Rw)/W ' .. _ r . -Z = ...0.3 , i • , . I =1 C = 2.75 ..- • . - 1- 1 j • - ..-- .._ -.. ----*------7-- —• -- - _. } 7 ..: i -r RW'= 4 1 - 3 __:Snow= ` ' 'W = 51841bs:_ - _. -� _ --- ± �(% Reduction) ti ' - _ G - -V r 0.275- XW = b ` I .--F-77:•"----F.-,.-.1.-,‘ ' . .._ I _v - _.....'� i .. F Go( ' X426 is p I c e - j` is TOT/erns; ' , i I . I -1 1. ; : Ca.I NESS CUSTOM "printing service TOLL RIFE 1.800.888 8327 NESS, Inc., Peterborough, NH 03458. Ref. rh: G 012402108 95337•LC.XLS ;, S CUSTOMER: . ∎ �R� OmmEL J08AD DRE33: 1S / I :BESTWO -- _ INC. CONTACT: (206) 481 -2656 (800) 829 -8211 FAX: (206) 486-3920 P.O. Box 1650 Snohomish, Wa 98291 -1650 DATE: S 1 z, i G S ROOF'OECKING - __.._ . _.... Load Case .... - . . . - .. - 1 ... Dead Load = _ 3:5 Ibs. /ft.2 • - • :__'....._. 1 Fascia DL = 15.0 Ibs. /ft. (48" max. ht.) . . 2 .. - : Sn o w: Load = 25:0 Ibs. /ft.2.. _...._.._ : __ ... ... . _ ... _ ;.. _ - 2 Drifted Snow = 0.0 Ibs. /ft. , Wd = 0.00 ft. 3 . ... Live-Load.= _. . 20.0 Ibs. /ft.2 :.. . _ 5 Ponding = ,10.0Ibs : /ft.2(Gaylord & Gaylord, 2nd Ed„ pg.16 -27) ... (0 =1 "max.) end (up) PAN -L -DECK Properties: ._ _. . . ;...:. . . Rib height= 3 in Gage; =:__.. .. 20 __..:_.,...._: _... : . Material =.. ASTM.A446,Grade B__... . . _ . i . Fb =:6Fy = 22ksi.. , + Section Modulus ' + - 0:410 Ira _., _ ._.___. _ _ _._ ._... __ , .Section- Modulus - ' -:-...-1- ' _ -. . . - . ... +-..Moment.oflneitla _ .0 91 � ........._,.......,..2....i._ _ . . -^ -- i . 4 ...._.__:.*._:_..L._..',....!........_._:._._......_.' . -- - M - , - 0; - + — , ..... _ --- _......._._.....+ Area -= 2;44x144/ 190= '•-- a___-._0 :7471:- in2__- -- .a..._ - _ -___.- - 1- __. -._ -- -_ _ Area = ! 0:7171 1n2 { �. i _. __ . _ - ; _ ..._ _ i __ _ _ t.� - ' -�- ' -+ MMax = F ' mab +S = +758:5 ft. lbs... i , x ... _ _ -,- ' _.M max = -Fb x -S _ , _ t532,8,ft I -- _ .�._� .'... . - - • _- : f _ . I � _ # + t Loads per Deck width 16 in ' • • - - .I I Load Cas@ I .. _.. DL -_ _......:_ ....... ......4.7 Ibs. /f ...E _....:_...... , 1 ' DL Fascia = - 20 0 Ibs ! ..... _._.. 2 --- - Snow= _.. «.....» .. _ ... -33.3: Ibs, /ft, ' , 2 Drifted Snow • ' 0.0' Ibs : - - . 3 .-- LL 20;psf - = - ', _ - . - -_ ~ -26.T Ibs, /ft ! y.. -. ;r. - ' (Main span only) -' ` i Use: f.O Cantileve '-1. `_., -!_. ._ - .,. _5........ = _:_...._.. . '- .13.3 lbs. /ft: —:. -(See Output):._. - -- 1-- l q -,- -,i 8 . Wind (up), =; 32.1'lbs, /ft I ' - h , - _t_ ._..r. r I _U — N4 - p ¢. , ; . `. (See:Out _ , . ?) __._:_ _ U � t j- Ml._ 1 , ut) , ' y _ - C, . ; - 1 ■ - - ;- -• - _ -.. _ QdJ`4s , - :zri, 5' ... L. i ;. � ._ f...._ ---1—,--"--7.-! - 1 ._. ; . _ i . � -•--. ; -- + •_. r _ �.. . 1 1 f.- T-_ -L- I_.I . . t., 1 � . — PN LDECK : t> ,a •, ,(I C. v1 NEBS CUSTS.M "printing service TOLL FREE 1.600• 8419.67:7 NEWS. In • Poinrdorouyh, NN 03450. Ref. No: G 012402119 • PROGRAM : Continuous Frame Analysis v1.41 PAGE NO 4 BESTWORTH-ROMMEL,Inc. TIME : Tue Aug 22 11:25:46 1995 JOB : PAN-L-DECK JOB NO : 86 RUN : 95337 NODAL INFORMATION NODE NODAL COORDINATES SUPPORT COND. NO X Y CODE Units : Ft Ft 1 0.000 0.000 2 6.000 0.000 3 18.000 0.000 XR 4 24.000 0.000 ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NO NODE NODE LENGTH ANGLE TYPE Units : Ft Deg 1 1 2 6.000 0.00 1 2 2 3 12.000 0.00 2 3 3 4 6.000 0.00 1 PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA 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 -4.70 E 1.00 0.00 -4.70 Description : DEAD LOAD Element List : 1 2 1 CONC GLO .FRAC B 0.00 0.00 • PROGRAM : Continuous Frame. Analysis v1.41 PAGE NO. 5 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:25:48 1995 JOB : PAN -L -DECK JOB NO. : 86 RUN : 95337 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 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 Description : PONDING Element List : 2 41 5 UNIF GLO FRAC B 0.00 0.00 -13.30 E 1.00 0.00 -13.30 Description : WIND (UP) Element List : 1,2,3 • 71 8 UNIF GLO FRAC B 0.00 0.00 32.10 E 1.00 0.00 32.10 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 : Lb Lb Lb -Ft Lb -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 5 : 1.00 X CASE 1 + 1.00 X CASE 5 • COMB 8 : 1.00 X CASE 1 + 1.00 X CASE 8 • 'PROGRAM : Continuous Frame Analysis v1.41 PAGE NO. 6 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:25:49 1995 JOB : PAN -L -DECK JOB NO. : 86 RUN : 95337 . 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 1 1 1 0.0000 0.0000 - 0.0000 2 0.0000 - 48.2000 - 204.6000 - 0.3123 0.00 2 1 0.0000 0.0000 - 0.0000 2 0.0000 - 248.0000 - 804.0000 -1.0777 0.00 3 1 0.0000 0.0000 - 0.0000 2 0.0000 - 48.2000 - 204.6000 - 0.3123 0.00 5 1 0.0000 0.0000 - 0.0000 2 0.0000 - 48.2000 - 204.6000 - 0.3123 0.00 8 1 0.0000 0.0000 - 0.0000 - 7.2976 0.73 2 0.0000 144.4000 373.2000 0.4254 0.00 2 1 2 0.0000 28.2000 - 204.6000 - 120.0000 6.00 3 0.0000 - 28.2000 - 204.6000 0.1574 6.00 2 2 0.0000 228.0000 - 804.0000 - 120.0000 6.00 3 0.0000 - 228.0000 - 804.0000 0.2746 6.00 3 2 0.0000 187.8000 - 204.6000 358.8000 6.00 3 0.0000 - 187.8000 - 204.6000 -0.3109 6.00 5 2 0.0000 108.0000 -204.6000 119.4000 4 6.00 3 0.0000 - 108.0000 - 204.6000 - 0.0767.<1 6.00 p.%,/, j%O4.40,1.-=, 8 2 0.0000 - 164.4000 373.2000 - 120.0000 6.00 3 0.0000 164.4000 373.2000 0.0444 6.00 3 1 3 0.0000 48.2000 - 204.6000 4 0.0000 0.0000 - 0.0000 - 0.3123 6.00 2 3 0.0000 248.0000 - 804.0000 4 0.0000 0.0000 - 0.0000 - 1.0777 6.00 3 3 0.0000 48.2000 - 204.6000 4 0.0000 0.0000 - 0.0000 - 0.3123 6.00 5 3 0.0000 48.2000 - 204.6000 4 0.0000 0.0000 - 0.0000 - 0.3123 6.00 8 3 0.0000 - 144.4000 373.2000 - 7.2993 5.27 4 0.0000 - 0.0000 - 0.0000 0.4254 6.00 i • • • PROGRAM : Section File Editor v1.35 PAGE NO. 1 2 BESTWORTH- ROMMEL,Inc. TIME : Wed Jun 07 11:32:52 199 = -, S E C T I O N P R O P E R T I E S Units : Deg In Part # 1 2 3 4 5 Type LINE LINE LINE LINE LINE Thick 0.0478 0.0478 0.0478 0.0478 0.0478 Area 0.0239 0.0598 0.1434 0.0598 0.0239 Ix 0.0005 0.0000 0.1076 0.0000 0.0005 Iy 0.0000 0.0078 0.0000 0.0078 0.0000 Illy 0.0000 0.0000 0.0000 0.0000 0.0000 Xbar 1.2500 0.6250 0.0000 0.6250 1.2500 Ybar 2.7500 3.0000 1.5000 0.0000 0.2500 Xoff 1.2500 0.0000 0.0000 0.0000 1.2500 Yoff 3.0000 3.0000 0.0000 0.0000 0.0000 - 0.5000 0.0000 3.0000 0.0000 0.5000 0.0000 1.2500 0.0000 1.2500 0.0000 C O M P O S I T E S E C T I O N P R O P E R T I E S • - X AXIS - • - Y AXIS - Units : Deg In Area 0.3107 Ybar 1.5000 Xbar 0.4327 Ixy 0.0000 Ix 0.4521 Iy 0.0788 Sxtop 0.3014 Sytop 0.0964 Sxbtm 0.3014 'Sybtm 0.1820 rx 1.2063 ry 0.5035 Angle - 0.0000 Ixprin 0.4521 Iyprin 0.0788 • • • • • • • • 5 11 )I 2 r • • • I • k. Il i' I STTFF_18 • • °I C- STRAAD UNREFORMED SHAPE �4 1 1i 7 5 X ch Brng -25.00 Elev 15.00 . MINIMA X- 1.000E +000 Y- 1.000E +000 Z- 1.000E +000 MAXIMA X 1.300E +001 Y 1.650E +001 Z 2.500E +001 NOTES JOB ID: 24 X 24 SINGLE COLUMN RUN ID: 95337 F-1-1: In ,. " - FRAME LOADS a t ; 3 � , Rec #` T Distance System Magnitude. 0 . v N � E. m Element or Node • 1= v o a a) o o, ' t J . 3 .E Member Name/ Load Description List o o m a m w X Y Z o a ' • al =` ; ::::�� Stringer 6 ' ! ' cel '- r _ -I w of = 7 [# . 4 .'27i = �7 ?, 3 5 6 , 7 ✓ .� O I X7.3 a , t -*: x , . .>z .I • P DL Fascia at Ends =1' 2 X 1S= 1 ° ov --)5“ , s ' 1 1 �` ,t ,/Z F w SNOW a• 4 11 ° '-'500 I —3 ;. O : . ' . w20PSF = NM , . ,J =j ' i 4 2000# coNc `IL W t0 PSF Ponding �/A l .. - tg- ) I a - V.,. ' ^2 W UNBAL LL = /24 X . 2 4a J ' H v 1 0 I j r7 1 1/.1 -- ° .? . t✓ '/ ; w UNBAL LL : +24 O 2- - r- 2¢O a - }�' W WIND (UP) � f 's ) , z .1... o 4 , D 1 U I . � { `' ;�' ✓ CP W WWD (Trani) = 4. ) ii.4 z - 4 2 tI .s-, L. ,1 e' ✓ r 0 1 (1K, ,,:, y -777—W �nnN rrran G� Column /4 1 X . S'3 s -2.c) 3 o '°= ., � a�,; 2j P M, (Long) © End of Stringer = / 2�"j , 7 'l 71 ;_- 2 � : V .-,; 3 P t (Long) © End of Stringer = A 4 S ' , ; ✓ Os ...4_1, . , g D sl (L W WINong) @ Column = 2p 3 &., / 1, d ► , 2'0 ° " m 0 v. ( 41 41 w ses (Trans) = 2.5 X 2 `/ _ 2 7 i • 3 Q. �, Ci . 7 ./- ✓ 31.3 ;-4 4 ;✓ u 4 P s e t s (Trans) @ Fascia Ends l Sb X , 2 l5 = c' • , to , 1 , 5S t/ 4`}'S m v • =>' . 1D b= wsEis (Lon : -., S u 1 Y 3 .3 P -= ' .4I P SEis (Longlt) © Fascia Ends = G 61,5 12 19 ti v • 1 -I .; R . } - LoADTMPLXLS V • .; � • ,-,1",:4'. . _ ' 1 'PROGRAM Steel Beam - Column Design v1.90 PAGE NO. 11 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:50:49 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 DESIGNED BY: CHECKED BY: = -- DESIGN OPTION: 1 ELEMENTS: 1 -2 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 A 2 K /In A 2 K /In A 2 K /In A 2 1 TS12x12x.25 46.00 0.00 -15.41 -0.00 0.51 H1-3 2 27.60 30.36 30.36 2 TS12x12x.25 46.00 -0.00 -15.41 -0.00 0.56 H1 -3 2 24.36 27.60 27.60 'PROGRAM : Steel Beam - Column Design v1.90 PAGE NO. 12 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:50:51 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 DESIGNED BY: CHECKED BY: DESIGN OPTION: 2 ELEMENTS: 4 -7 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 A 2 K /In A 2 K /In A 2 K /In A 2 4 W12x16 36.00 -0.00 -9.38 - 29.54 1.12+ H1 -3 8 28.80 31.68 36.00 5 W12x16 36.00 -0.00 -9.38 -29.54 1.12+ H1 -3 8 28.80 31.68 36.00 6 W12x16 36.00 0.00 -9.38 -29.54 ,1.12+ H1 -3 8 28.80 31.68 36.00 7 W12x16 36.00 -0.00 -9.38 -29.54 1.12+ H1 -3 8 28.80 31.68 36.00 • • 'PROGRAM : Steel Beam - Column Design v1.90 PAGE NO. 13 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:50:51 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 DESIGNED BY: CHECKED BY: DESIGN OPTION: 3 ELEMENTS: 3 MODE: CHECK A I S C - OUTPUT S U M M A R Y ELEM SHAPE LOAD Fy faxial fbx thy 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 3 TS12x12x.25 46.00 -0.96 -0.00 -11.44 0.48 H1 -3 6 15.73 27.60 27.60 B A S E P L A T E D E S I G N Base Plate Design for: TS12x12x.25 Code: RISC. Design Method: ASD. Element No. 3 Plate Size: 20.000 (Y) x 20.000 (X) x 1.0000 In Bolts Req'd: 4 - 1.0000 In Bolts For Stress Weld: 0.2500 In Fillet All Around For Stress Plate Fy: 36 K /In A 2 Concrete f' c : 2.5 K /In ''2 Bolt Allowable Stress: 13 K /In A 2 (Shear) 27 K /In A 2 (Tension) Bolt Edge Distance: 2.00 In Actual Bolt Tension: 16.35 K (LC 8) Weld Allowable Stress: 28 K /In A 2 Actual Bearing Stress: 0.56 K /In A 2 (LC 7) Allowable Bearing • 0.88 K /In A 2 Area of Concrete: 400.00 In * ** Note: Program Does Not Check Bolt Clearances or Min. Weld Sizes t t @ROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 14 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:41 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 N O D A L B O U N D A R Y C O N D I T I O N S C 0 ORDINATES (F- FIX,S.SUP,M-MASTER /SLAVE) NODE REBAND DD0000 NO NO X Y 2 NODE TEMP ALPHA BETA GAMMA DIR XYZXYZ STIFFNESS Units: Ft Ft Ft F. Deg Deg Deg K /In /Deg 1 1 6.00 0.00 12.00 0,00 0.00 0.00 0.00 FFFFFF 2 2 0.00 15.50 12.00 0.00 0.00 0.00 0.00 3 3 6.00 15.50 12.00 0.00 0.00 0.00 0.00 4 4 12.00 15.50 12.00 0.00 0.00 0.00 0.00 5 5 0.00 15.50 0.00 0.00 0.00 0.00 0.00 6 6 0.00 15.50 24.00 0.00 0.00 0.00 0.00 7 7 12.00 15.50 0.00 0.00 0.00 0.00 0.00 8 8 12.00 15.50 24,00 0.00 0.00 0.00 0.00 TOTAL NUMBER OF ACTIVE NODES - 8 TOTAL NUMBER OF EQUATIONS - 42 2 N O D E P R I S M A T I C B E A M E L E M E N T ELEM NE PE ALPHA BETA GAMMA LENGTH MAT PROP RELEASE REF OFFSET STIFFNESS NO NO NO TYPE TYPE NE PE TEMP DIR NE PE NE PE Units: Deg Deg Deg Ft F Ft Ft K /In /Deg K /In /Deg 1 2 3 90.00 0.00 0.00 6.00 1 1 2 3 4 90.00 0,00 0.00 6.00 1 1 3 1 3 90.00 -90.00 0.00 15.50 1 1 4 5 2 0.00 0.00 0.00 12,00 1 2 5 2 6 0.00 0.00 0.00 12.00 1 2 6 7 4 0.00 0.00 0.00 12.00 1 2 7 4 8 0.00 0.00 0.00 12.00 1 2 TOTAL NUMBER OF ACTIVE PRISMATIC BEAM ELEMENTS - 7 MATERIAL P R O P E R T I E S MATL DESIGNATION YOUNG'S POISSON'S THERMAL MASS WEIGHT NO MODULUS RATIO COEFF DENSITY DENSITY Units: K /In "2 F Slug /Ft "3 Lb /Ft "3 1 STEEL 2.9e +004 0.250 7e -006 .15.2 490 2 N O D E B R I S M A T I C B E A M E L E M E N T P R O P E R T I E.S PROP DESIGNATION A IXX IYY J IXY SFY SFX CW Units: In "2 In "4 In "4 In "4 In "4 In "6. 1 TS 12X12X.25 11.6 265 265 410 0 1,933 1.933 0 2 N 12X16 4.71 103 2.82 0.1 0 1.786 2.227 96.9 PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 15 BESTWORTH- ROMMEL,Inc, TIME : Tue Aug 22 11:51:44 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 G R A V I T Y L O A D M U L T I P L I E R S REC NO PX PY P2 DESCRIPTION : SELF WEIGHT LOAD CASES : 1 ELEMENT LIST : 1 -200 1 0.000 -1.000 0.000 DESCRIPTION SEISMIC SELF (TRANSVERSE) LOAD CASES : 11 ELEMENT LIST : 1 -200 2 0.275 0.000 0.000 DESCRIPTION : SEISMIC SELF (LONGITUDINAL) LOAD CASES : 12 ELEMENT LIST : 1 -200 3 0.000 0.000 0.275 2 N O D E P R I S M A T I C B E A M 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 DIST NO TYPE SYS SPEC GIST PX PY PZ MX • MY MZ Units: Ft Lb Lb Lb Ft -Lb Ft -Lb Ft -Lb DESCRIPTION 1 DEAD LOAD LOAD CASES : 1 ELEMENT LIST : 4 -7 1 UNIF GLO FRAC B 0.000 0.000 - 57.300 0.000 0.000 0.000 0.000 E 1.000 0.000 - 57.300 0.000 0,000 0.000 0.000 DESCRIPTION : SNOW LOAD CASES : 2 ELEMENT LIST : 4 -7 2 UNIF GLO FRAC B 0.000 0.000 - 300.000 0.000 0.000 0.000 0,000 £ 1.000 0.000 - 300.000 0.000 0,000 0.000 0,000 DESCRIPTION : UNBAL LL q1 LOAD CASES : 6 ELEMENT LIST : 5,7 3 UNIF GLO FRAC B 0.000 0.000 - 240.000 0.000 0.000 0.000 0.000 E 1.000 0.000 - 240.000 0.000 0.000 0.000 0.000 DESCRIPTION : UNBAL LL q2 LOAD CASES : 7 ELEMENT LIST : 6,7 4 UNIF GLO FRAC B 0.000 0.000 - 240.000 0.000 0.000 0.000 0.000 E 1.000 0.000 - 240.000 0.000 0.000 0.000 0.000 PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 16 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:45 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 2 N O D E P R I S M A T I C B E A M 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 DIST NO TYPE SYS SPEC DIST PX PY PZ MX MY MZ DESCRIPTION ; WIND (UP) LOAD CASES : 8 ELEMENT LIST : 4 -7 ' 5 UNIF GLO FRAC B 0.000 0.000 289.000 0.000 0.000 0.000 0.000 E 1.000 0.000 289.000 0.000 0.000 0.000 0.000 DESCRIPTION : WIND (TRANS) LOAD CASES : 9 ELEMENT LIST : 4 -7 6 UNIF GLO FRAC B 0.000 48.200 0.000 0.000 0.000 0.000 0.000 E 1.000 48.200 0.000 0.000 0.000 0.000 0.000 DESCRIPTION : WIND (TRANS) 0 COLUMN LOAD CASES : 9 ELEMENT LIST : 3 • 7 UNIF GLO FRAC B 0.000 20.000 0,000 0.000 0.000 0.000 0.000 E 1.000 20.000 0.000 0.000 0.000 0.000 0.000 DESCRIPTION : WIND (LONOIT) Q COLUMN • LOAD CASES : 10 ELEMENT LIST ; 3 8 UNIF GLO FRAC B 0.000 0.000 0.000 20.000 0.000 0.000 0.000 E 1.000 0.000 0.000 20.000 0.000 0.000 0.000 DESCRIPTION : SEISMIC (TRANS) LOAD CASES : 11 ELEMENT LIST : 4 -7 9 UNIF GLO FRAC B 0.000 31.300 0.000 0.000 0.000 0.000 0.000 E 1.000 31.300 0.000 0.000 0.000 0,000 0.000 DESCRIPTION ; SEISMIC (LONGIT) LOAD CASES : 12 ELEMENT LIST : 4 -7 10 UNIF GLO FRAC B 0.000 0.000 0.000 31.300 0.000 0.000 0.000 E 1.000 0.000 0.000 31.300 0.000 0.000 0.000 REC NODAL LOADS NO ALPHA BETA GAMMA PX PY PZ MX MY MZ Units; Deg Deg Deg Lb Lb Lb . Ft -Lb Ft -Lb Ft -Lb PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 17 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:46 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 REC NODAL LOADS NO ALPHA BETA GAMMA PX P[ P2 MX MY M2 DESCRIPTION : DEAD LOAD FASCIA LOAD CASES : 1 NODE LIST : 5 -8 1 0.00 0.00 0.00 0.000 - 180.000 0.000 0.000 0.000 0.000 DESCRIPTION : WIND,w, ( LONGIT) 3 END OF STRINGER LOAD CASES : 10 NODE LIST : 5,7 2 0.00 0.00 0.00 0.000 0.000 712.000 0.000 0.000 0.000 DESCRIPTION : WIND, 1, ( LONGIT) m END OF STRINGER LOAD CASES : 10 NODE LIST : 6,8 3 0.00 0.00 0.00 0.000 0.000 445,000 0.000 0.000 0,000 DESCRIPTION : SEISMIC (TRANS) a FASCIA ENDS LOAD CASES : 11 NODE LIST : 5 -8 4 0.00 0.00 0.00 49.500 0.000 0.000 0.000 0.000 0.000 DESCRIPTION : SEISMIC (LONGIT) 0 FASCIA ENDS LOAD CASES : 12 NODE LIST : 5 -8 5 0.00 0.00 0.00 0.000 0.000 49.500 0.000 0.000 0.000 S T R U C T U R E L O A D COMBINATIONS COMB LIST OF FACTORS • CASES DESCRIPTION : DEAD LOAD 1 1 *1 DESCRIPTION : DEAD LOAD + SNOW (. 2 1 *1,1 *2 i.t DESCRIPTION : DEAD + 20 psf LL 3 1 *1,1 *3 y DESCRIPTION : DEAD + 20008 CONC. 4 1 *1,1 *4 DESCRIPTION : DEAD + PONDING 5 1 *1,1 *5 PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 18 BESTWORTH - ROMMEL,Inc. TIME : Tue Aug 22 11:51 :47 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN t 95337 S T R U C T U R E L O A D C O M B I N A T I O N S COMB LIST OF FACTORS * CASES DESCRIPTION : DL + UNBAL LL 01 6 1*1,1*6 DESCRIPTION : DL + UNBAL LL 02 7 1 *1,1 *7 DESCRIPTION : DL + WIND - TRANSVERSE 8 1 *1,1 *8,1 *9 DESCRIPTION t DL + WIND - LONGITUDINAL 9 1 *1,1 *8,1 *10 DESCRIPTION : DL + WIND -TRANS * SNOW /2 10 1 *1,1 *8,1 *9,.5 *2 DESCRIPTION : DL + WIND- TRANS /2 + SNOW 11 1 *1,1 *2,.5 *8,.5 *9 DESCRIPTION : DL + WIND - LONGITUDINAL + SNOW /2 12 1 *1,1 *8,1 *10,.5 *2 DESCRIPTION DL + WIND - LONGITUDINAL /2 * SNOW 13 1 *1,.5 *8,.5 *10,1 *2 • • DESCRIPTION : DL + 0 x SNOW + SEISMIC -TRANS 14 1 *1,0 *2,1 *11 DESCRIPTION : DL + 0 x SNOW + SEISMIC - LONGIT. 15 1 *1,0 *2,1 *12 NODAL D I S PLACEMENT S NODE LOAD (* Indicates Displacements Occur in Nodal Local System) NO COMB DX DY DE OX OY OZ Units: In In In Deg Deg Deg LOAD COMBINATIONS: COMB 1 (DEAD LOAD) : 1.00 X CASE 1 COMB 2 (DEAD LOAD a SNOW) : 1.00X CASE 1 + 1.00 X CASE 2 COMB 3 (DEAD + 20 psf LL) : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 (DEAD + 20000 CONC.) : 1.00 X CASE 1 + 1.00 X CASE 4 ( PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 19 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:49 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 N O D A L D I S P L A C E M E N T S NODE LOAD (* Indicates Displacements Occur in Nodal Local System) NO COMB DX DY DI OX OY OZ COMB 5 (DEAD + PONDING) : 1.00 X CASE 1 + .1.00 X CASE 5 COMB 6 (DL + UNBAL LL #1) : 1,00 X CASE 1 + 1.00 X CASE 6 COMB 7 (DL + UNBAL LL 42) : 1.00 X CASE 1 + 1.00 X CASE 7 COMB 8 (DL + WIND - TRANSVERSE) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 9 (DL + WIND - LONGITUDINAL) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 10 (DL + WIND -TRANS + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 9 • • COMB 11 (DL + WIND - TRANS /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 9 COMB 12 (DL + WIND - LONGITUDINAL + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 13 (DL + WIND - LONGITUDINAL /2 + SNOW) : 1.00 X CASE '1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 10 COMB 14 (DL + 0 x SNOW + SEISMIC - TRANS) : 1.00 X CASE 1 + 1.00 X CASE 11 COMB 15 (DL + 0 x SNOW + SEISMIC - LONGIT.) : 1.00 X CASE 1 + . 1 .00 X CASE 12 3 1 0.0000 - 0.0028 0.0000 0.0000. 0.0000 0.0000 2 0.0000 - 0.0107. 0.0000 0.0000. 0.0000 0.0000 3 0.0000 - 0.0028 ..0.0000 0.0000 0.0000 0.0000 4 0.0000 _ - 0.0028 0.0000 0.0000 0.0000 0.0000 5 0.0000 -0.0028 0.0000 0.0000'. . 0,0000 0.0000 '. 6 0,0000 - 0.0060 0.9335 0.5751 .0.0000 0.0000. c T PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 20 BESTWORTN- ROMMEL,Inc. TIME : Tue Aug 22 11:51:50 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 NODAL D I S PLACEMENT S NODE LOAD l• Indicates Displacements Occur in Nodal Local System) NO COMB DX DY DZ OX OY OZ 7 0.9335 - 0.0060 0.0000 0.0000 0.0000 - 0.5751 8 0.6848 0.0049 0.0000 0.0000 0.0000 - 0.3117 9 0.0000 0.0049 0.6849 0,3118 0.0000 0.0000 10 0.6848 0.0009 0.0000 0.0000 0.0000 - 0.3117 11 0.3424 - 0.0069 0.0000 0.0000 0.0000 - 0.1559 12 0.0000 0.0009 0.6849 0.3118 0.0000 0.0000 13 0.0000 - 0.0069 0.3425 0.1559 0.0000 0.0000 14 0.5933 - 0.0028 0.0000 0.0000 0.0000 - 0.2706 15 0.0000 - 0.0028 0.5933 0.2706 0.0000 0.0000 5 1 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 0.0425 2 0.0000 - 0.8040 0.0000 - 0.3328 0.0000 0.1816 3 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 0.0425 4 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 0.0425 5 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 0.0425 6 0.0000 1.6309 0.9335 0.6608 0.0000 0.0981 7 0.9335 0.5058 0.0000 - 0.0941 0.0000 - 0.5326 8 3.3266 0.7466 0.0000 0.1358 - 1.4005 - 0.4032 9 - 0.0562 1.1385 0.7056 0.4475 0.0224 - 0.0915 10 3.3266 0.4515 0.0000 0.0164 - 1.4005 - 0.3337 11 1.6633 - 0.3238 0.0000 - 0.2178 - 0.7002 - 0.0412 • 12 - 0.0562 0.8433 0.7056 0.3282 0.0224 - 0.0220 • 13 - 0.0281 - 0.1279 0.3528 - 0.0620 0.0112 0.1146 14 3.1532 0.1264 0.0000 - 0.0941 - 1.3971 - 0.2281 15 - 0.0475 0.4664 0.6105 0.1765 0.0189 0.0425 7 1 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 - 0.0425 2 0.0000 - 0.8040 0.0000 - 0.3328 0.0000 - 0.1816 3 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 - 0.0425 4 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 - 0.0425 5 0.0000 - 0.2137 0.0000 - 0.0941 0.0000 - 0.0425 6 0.0000 1.6309 0.9335 0.6608 0.0000 - 0.0981 7 0.9335 - 1.4054 0,0000 - 0.2851 0.0000 - 0.7289 8 3.3266 - 0.0367 0.0000 0.1358 - 1.4005 - 0.2202 9 0.0562 1.1385 0.7056 0.4475 - 0.0224 0.0915 10 3.3266 - 0.3319 0.0000 0.0164 - 1.4005 - 0.2897 11 1,6633 - 0.7155 0.0000 - 0.2178 - 0.7002 - 0.2705 12 0.0562 0.8433 0.7056. 0.3282 - 0.0224 0.0220 13 0.0281 - 0.1279 0.3528 - 0.0620 - 0.0112 0.1146 14 3.1532 - 0.5538 0.0000 - 0.0941 - 1.3971 - 0.3131 15 0.0475 0.4664 0.6105 0.1765 - 0.0189 - 0.0425 6 1 0.0000 - 0.2137 0.0000 0.0941 0.0000 0.0425 2 0.0000 - 0.8040 0.0000 0.3328 0.0000 0.1816 3 0.0000 - 0.2137 0.0000 0.0941 0.0000 0.0425 4 0.0000 - 0.2137 0.0000 0.0941 0.0000 0.0425 5 0.0000 - 0.2137 0.0000 0.0941 0.0000 0.0425 6 0.0000 - 2.5306 0.9335 1.0400 0.0000 0.0981 7 0.9335 0.5058 0.0000 0.0941 0.0000 - 0.5326 8 3.3266 0.7466 0.0000 - 0.1358 1.4005 - 0.4032 c i • PROGRAM : STRAAD Finite Element Analysis v2,07 PAGE NO. 21 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:50 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 NODAL D I S PLACEMENT S NODE LOAD (* Indicates Displacements Occur in Nodal Local.System) NO COMB DX DY DZ OX OY OZ 9 0.0562 - 0.4286 0.7053 0.1760 0.0224 - 0.0915 10 3.3266 0.4515 0.0000 - 0.0164 1.4005 - 0.3337 11 1.6633 - 0.3238 0.0000 0.2178 0.7002 - 0.0412 12 0.0562 - 0.7237 0.7053 0.2953 0,0224 - 0.0220 13 0.0281 - 0.9114 0.3526 0.3737 0.0112 0.1146 14 3.1532 0.1264 . 0.0000 0.0941 1.3971 - 0.2281 15 0.0475 - 0.8938 0.6105 0.3647 0.0189 0.0425 8 1 0.0000 -0.2137 0,0000 0.0941 0.0000 - 0.0425 2 0.0000 - 0.8040 0.0000 0.3328 0.0000 - 0.1816 3 0.0000 - 0.2137 0.0000 0.0941 0.0000 - 0.0425 4 0.0000 - 0.2137 0.0000 0.0941 0.0000 - 0.0425 5 0.0000 - 0.2137 0.0000 0.0941 0.0000 - 0.0425 6 0.0000 - 2.5306 0.9335 1.0400 0.0000 - 0.0981 7 0.9335 - 1.4054 0.0000 0.2851 0.0000 - 0.7289 8 3.3266 - 0.0367 0.0000 - 0.1358 1.4005 - 0.2202 9 - 0.0562 - 0.4286 0.7053 0.1760 - 0.0224 0,0915 10 3.3266 - 0.3319 0.0000 - 0.0164 1.4005 -0.2897 11 1.6633 - 0.7155 0.0000 0.2178 0.7002 - 0.2705 12 - 0.0562 - 0.7237 0.7053 0.2953 - 0,0224 0.0220 13 - 0.0281 - 0.9114 0.3526 0.3737 - 0.0112 - 0.1146 • 14 3.1532 - 0.5538 0.0000 0,0941 1.3971 - 0.3131 - 15 - 0.0475 - 0.8938 0.6105 0.3647 - 0.0189 - 0.0425 2 N O D E P R I S M A T I C BEAM ELEMENT -- ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST Units: K K -Ft K K -Ft K -Ft /.In Ft K K -Ft K -Ft / In Ft LOAD COMBINATIONS: COMB 1 (DEAD LOAD) : 1.00 X CASE 1 COMB 2 (DEAD LOAD + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 (DEAD + 20 pef LL) : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 (DEAD + 2000# CONC.) : 1.00 X CASE 1 + 1.00 X CASE 4 • COMB 5 (DEAD + PONDING) : 1.00 X CASE 1 + 1.00 X CASE 5 COMB 6 (DL + UNBAL LL #1) : 1.00 X CASE 1 , + 1.00 X CASE 6 t , u. : 4�3a:,y..ti,x. • .,� , . •. xrr , A . PROGRAM : STRAAD Finite Element Analysis v2,07 PAGE NO. 22 BESTWORTH- ROMMEL,Inc. TIME : Tile Aug 22 11:51:50 1995 JOB : 24 X 24 SINGLE COLUMN JOB N0. : 7 RUN : 95337 2 N O D E P R I S M A T I C BEAM ELEMENT . -- ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST COMB 7 (DL + UNBAL LL #2) : 1.00 X CASE 1 + 1.00 X.CASE 7 COMB 8 (DL + WIND - TRANSVERSE) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 9 (DL + WIND - LONGITUDINAL) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 10 (DL + WIND -TRANS + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 11 (DL + WIND - TRANS /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0,50 X CASE 8 + 0.50 X CASE 9 COMB 12 (DL + WIND - LONGITUDINAL + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 13 (DL + WIND - LONGITUDINAL /2 + SNOW) : 1,00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 10 COMB 14 (DL + 0 x SNOW + SEISMIC- TRANS) : 1.00 X CASE 1 . + 1.00 X CASE 11 COMB 15 (DL + 0 x SNOW + SEISMIC - LONGIT.) : 1.00 X CASE 1 + 1.00 X CASE 12 REPORT TYPE : Max Forces Summary ELEMENT LIST : 1 -7 1 • 0 2 - 1.1568 17.2800 - 1.1570 0.0000 - 9.3199 .0.0000. 3 - 1.1568 . 17.2800 - 1.1570 - 6.9420 0.0043 .3.46 - 9.5567 - 56.6296 0.0349 3,47 2 0 3 1.1568 - 17.2800 1.1570 - 6,9420 9.5567 -56.6296 4 1.1568 - 17.2800 1.1570 0.0000 0.0031 2.54 9.3199 0.0000 0.0251 2.53 3 0 1 - 19.7252 0.0000 2.6240 - 38.2695 2.6236. -38.2633 3 - 19.1134 0.0000 2.3140 -34.5600 0.2334 7.75 2.3136 - 34.5600 0.2334'. 7.75 • I • ,,. .. ......-.._........_...._.....,..,..._...,........ .... ...............:...... .+.rx r�rcn axr.:;:.. .,.. .. r, .,... .... w ....,....,..-..........,..................,,....-..._._ __,_..�.,.. - , PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 23 ' BESTWORTH-ROMMEL,Inc. TIME : Tue Aug 22 11:51:50 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 : RUN : 95337 2 N O D E P R I S M A T I C B E A M E L E M E N T - - 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 TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST 4 0 5 - 0.7120 0.0000 0.0495 0.0000 - 0.1800 0.0000 - 0.2467 2.74 2 - 0.7120 0.0000 0.5784 3.4704 - 0.4235 7.39 - 4,6599 - 29.0396 0.1042 7.49 5 0 2 0.4780 0.0000 - 0.5784 3.4704 4.6599 -29.0396 - 0.2467 9.26 6 0.4450 0.0000 - 0.0495 0 - 0.4220 4.61 0.1900 0.0000 0.0928 4.51 6 0 7 - 0.7120 0.0000 0.0495 0.0000 - 0.1800 0.0000 - 0.2467 2.74 4 - 0.7120 0.0000 0.5784 3.4704 - 0.4235 7.39 - 4.6599 - 29.0396 0.1042. 7.49 7 0 4 0.4780 0.0000 - 0.5784 3.4704 4.6599 - 29.0396 - 0.2467 9.26 8 0.4450 0.0000 - 0.0495 0.0000 - 0.4220 4.61 0.1800 0.0000 0.0920 4.51 2 N O D E P R I S M A T I C B E A M E L E M E N T -- ELEMENT R E PORT S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST ' r Units: K K -Ft K K -Ft K -Ft / In Ft K K -Ft K -Ft / In Ft �� . LOAD COMBINATIONS: i COMB 1 (DEAD LOAD) : 1,00 X CASE 1 • COMB 2 (DEAD LOAD + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 , COMB 3 (DEAD + 20 pef LL) : 1.00 X CASE 1 + 1.00 X CASE 3 . COMB 4 (DEAD + 2000# CONC.) : 1.00 X CASE 1 + 1.00 X CASE 4 COMB 5 (DEAD + PONDING) : 1.00 X CASE 1 + 1,00 X CASE 5 • COMB 6 (DL + UNBAL LL #1) : 1.00 X CASE 1 + 1.00 X CASE 6 , COMB 7 (DL + UNBAL LL #2) : 1.00 X CASE 1 • + 1.00 X CASE 7 COMB 8 (DL + WIND - TRANSVERSE) : 1.00 X CASE 1 ' + 1.00 X CASE B + 1.00 X CASE 9 COMB 9 (DL + WIND - LONGITUDINAL) : 1.00 X CASE 1 + 1.00 X CASE 8 . + 1.00 X CASE 10 � t • • • • • PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 24 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:51 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 2 N O D E P R I S M A T I C B E A M E L E M E N T - - E L E M E N T REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST COMB 10 (DL + WIND -TRANS + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 11 (DL + WIND - TRANS /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 9 COMB 12 (DL + WIND - LONGITUDINAL + SNOW /2)': 1.00 X CASE 1 + 0.50 X CASE 2 + 1,00 X CASE 8 + 1.00 X CASE 10 COMB 13 (DL + WIND - LONGITUDINAL /2 + SNOW) ; 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 10 COMB 14 (DL + 0 x SNOW + SEISMIC - TRANS) : 1.00 X CASE 1 + 1.00 X CASE 11 • • COMB 15 (DL + 0 x SNOW + SEISMIC- LONGIT.) : 1,00 X CASE 1 + 1.00 X CASE 12 REPORT TYPE : Max Forces Full ELEMENT LIST : 7 7 1 4 0.0000 0.0000 0.0000 0.0000 1.0599 - 7.4396 8 0.0000 0.0000 0.0000 0.0000 0.1800 0.0000 0.0271 4.68 2 4 0.0000 0.0000 0.0000 0.0000 4.6599 - 29.0396 8 0.0000 0.0000 0.0000 0.0000 0.1800 0.0000 0.0928 4.51 3 4 0.0000 0.0000 0.0000 0.0000 1.0599 - 7.4396 8 0.0000 0.0000 0.0000 0.0000 0.1800 0.0000 0.0271 4.68 4 4 0.0000 0.0000 0.0000 0.0000 1.0599 - 7.4396 • 0 0.0000 0.0000 0.0000 0.0000 0.1800 0.0000 0.0271 4.68 5 4 0.0000 0.0000 0.0000 0.0000 1.0599 - 7.4396 8 0.0000 0.0000 .0.0000 0.0000 0.1800 0.0000 • 0.0271 4.68 6 4 0.0000 0.0000 0.0000 0.0000 3.9399 - 24.7196 8 0.0000 0.0000 0.0000. 0.0000 • 0.1800 0.0000 0.0797. 4.52 7 4 0.0000 0.0000 0.0000 0.0000 3.9399 - 24.7196 8 0.0000 0.0000 0.0000 0.00,00 0.1800 0.0000 0.0797 .4.,52 ... ...... ... ...:...<:., .,....`.. ... ..-........_......,.............:.:,,. rn,.,.. .n.v,r:.,,.na..t,.,e r.•rnm v.v. a.,....,mn ur!,U �` ?tAM^..'.{,T,r ;YiJa3 ^.4ntrx {....r.r m - a..w^mo...per..rwann.n..0 nrsi. n v ..................._.........-.._......... _......�..._.._................ ' PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 25. BESTWORTH - ROMMEL,Inc. TIME : Tue Aug 22 11:51:51 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 2 N O D E P R I S M A T I C B E A M E L E M E N T -- ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM /DEFL DIST SHEAR Y MOMENT X MAX MOM /DEFL DIST 8 4 0.0000 0.0000 - 0.5784 3.4704 - 2.4081 13.3684 - 0.0751 11.17 8 0.0000 0.0000 0.0000 0.0000 - 0.4147 4.44 0.1800 0.0000 - 0.0363 4.27 9 4 0.4450 0.0000 0,0000 0.0000 - 2.4081 13.3684 - 0.0751 11.17 8 0.4450 0.0000 0.0000 0.0000 0.1800 0.0000 - 0.0363 4.27 10 4 0.0000 0.0000 - 0.5784 3.4704 - 0.6081 2.5684 - 0.2467 9.26 8 0.0000 0.0000 0.0000 0,0000 - 0.4147 4.44 0.1800 0.0000 - 0.0038 3.29 11 4 0.0000 0.0000 - 0.2892 1.7352 2.9259 - 18.6356 8 0.0000 0.0000 0.0000 0.0000 - 0.2074 4,44 0.1800 0.0000 0.0612 4.55 12 4 0.4450 0.0000 0.0000 0,0000 - 0.6081 2.5684 - 0.2467 9.26 8 0.4450 0.0000 0.0000 0.0000 0.1800 0.0000 - 0.0038 3.29 13 4 0.2225 0.0000 0.0000 0,0000 2.9259 - 18.6356 8 0.2225 0.0000 0.0000 0.0000 0.1800 0.0000 0.0612 4.55 14 4 0.0000 0.0000 - 0.4780 3.1649 1.0599 - 7.4396 8 0.0000 0,0000 - 0.0495 0.0000 - 0,4220 4.61 0.1800 0,0000 0.0271 4.68 15 4 0.4780 0.0000 0.0000 0.0000 1.0599 7.4396 8 0.0495 0.0000 0.0000 0.0000 0.1800 0,0000 0.0271 4.68 R E A C T I O N S NODE LOAD (* Indicates Reactions Occur in Nodal Local System) NO COMB PX PY PZ MX MY MZ Units: K K K K -Ft K -Ft K -Ft LOAD COMBINATIONS: COMB 1 (DEAD LOAD) : 1.00 X CASE 1 COMB 2 (DEAD LOAD + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 (DEAD + 20 psf LL) : 1.00 X CASE 1 + 1.00 X CASE 3 COMB 4 (DEAD + 200031 CONC.) : 1.00 X CASE 1 + 1.00 X CASE 4 • COMB 5 (DEAD + PONDING) % 1.00 X CASE 1 + 1.00 X CASE 5 COMB 6 (DL + UNBAL LL #1) : 1.00 X CASE 1 + 1.00 X CASE 6 • • PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 26 BESTWORTH- ROMMEL,Inc. TIME : TUe Aug 22 11:51:51 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 R E A C T I O N S NODE LOAD ( Indicates Reactions Occur in Nodal Local System) NO COMB PX PY P2 MX MY ME COMB 7 (DL + UNBAL LL #2) : 1.00 X CASE 1 + 1.00 X CASE 7 COMB 8 (DL + WIND - TRANSVERSE) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE '9 COMB 9 (DL + WIND - LONGITUDINAL) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 10 (DL + WIND -TRANS + SNOW /2) : 1.00 X CASE 1 • 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 11 (DL + WIND - TRANS /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 9 COMB 12 (DL + WIND - LONGITUDINAL + SNOW /2) : 1,00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 13 (DL + WIND - LONGITUDINAL /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 10 COMB 14 (DL + 0 x SNOW + SEISMIC - TRANS) : 1.00 X CASE 1 + 1.00 X CASE 11 COMB 15 (DL + 0 x SNOW + SEISMIC - LCNGIT.) : 1.00 X CASE 1 + 1.00 X CASE 12 1 1 0.0000 5.3252 0.0000 0.0000 0.0000 0.0000 2 0.0000 19.7252 0.0000 0.0000 0.0000. 0.0000 3 0,0000 5.3252 0.0000 0.0000 0.0000 0.0000 4 0.0000 5.3252 0.0000 0.0000 0.0000 0.0000 5 0.0000 5.3252 • 0.0000 0.0000 0.0000 0.0000 6 0.0000 11.0852 0.0000. - 34.5600 0.0000 0.0000 7 0.0000 11.0852 0.0000 0.0000 0.0000 34.5600 8 - 2.6236 - 8.5468 0.0000 0.0000 0.0000 38.2633 9 0.0000 - 8.5468 - 2.6240 - 38.2695 0.0000 0.0000 10 - 2.6236 - 1.3468 0.0000 0.0000 0.0000 38.2633 11 -1.3118 12.7892 0.0000 0.0000 0.0000 19.1316 12 0.0000 - 1.3468 - 2.6240 - 38.2695 0.0000 0.0000 • • • PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 27 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:52 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 R E A C T I O N S NODE LOAD (• Indicates Reactions Occur in Nodal Local System) NO COMB PX PY PZ MX MY MZ 13 0.0000 12.7892 - 1.3120 - 19.1348 0.0000 0.0000 14 - 2.2105 5.3252 0.0000 0.0000 0.0000 32.9583 15 0.0000 5.3252 - 2.2105 - 32.9583 0.0000 7.0000 REACTION S U M M A R Y LOAD S U M O F A P P L I E D L O A D S S U M O F REACTIONS COMB PX PY PZ PX PY PZ Units: K K K K K K LOAD COMBINATIONS; COMB 1 (DEAD LOAD) : 1.00 X CASE 1 COMB 2 (DEAD LOAD + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 3 (DEAD + 20 psf LL) : 1.00 X CASE 1 + 1.00 X CASE 3 • COMB 4 (DEAD + 2000# CONC.) : 1.00 X CASE '1 • + 1.00 X CASE 4 COMB 5 (DEAD + PONDING) : 1.00 X CASE 1 + 1.00 X CASE 5 COMB 6 (DL + UNBAL LL #1)': 1.00 X CASE 1 + 1.00 X CASE 6 COMB 7 (DL + UNBAL LL ((2) : 1.00 X CASE 1 + 1.00 X CASE 7 COMB 8 (DL + WIND - TRANSVERSE) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 9 (DL + WIND - LONGITUDINAL) : 1.00 X CASE 1 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 10 (DL '+ WIND -TRANS + SNOW /2) t 1.00 X CASE 1 . + 0.50 X CASE 2 • + 1.00 X CASE 8 + 1.00 X CASE 9 COMB 11 (DL + WIND - TRANS /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 1 ..... ...... .. ._._..... _. ......, .,.. „ .......... .. .. ........ .«.-.......................,.,.......:« arxme = =•ss.••,�t >.;=idc.'t'Y. .,. ,.,r.nv ,... ,.,..., .,�.. •. m>.•..,,.,.o...,+. ,........,..,......,...... .... ..... «�....... »....,....,....., ...........,........,.... :s • PROGRAM : STRAAD Finite Element Analysis v2.07 PAGE NO. 28 BESTWORTH- ROMMEL,Inc. TIME : Tue Aug 22 11:51:52 1995 JOB : 24 X 24 SINGLE COLUMN JOB NO. : 7 RUN : 95337 REACTION S U M M A R Y LOAD S U M O F A P P L I E D L O A D S S U M O F REACTIONS COMB PX PY PZ PX PY PZ + 0.50 X CASE 9 COMB 12 (DL + WIND - LONGITUDINAL + SNOW /2) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 8 + 1.00 X CASE 10 COMB 13 (DL + WIND - LONGITUDINAL /2 + SNOW) : 1.00 X CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 8 + 0.50 X CASE 10 COMB 14 (DL + 0 x SNOW + SEISMIC - TRANS) : 1.00 X CASE 1 + 1.00 X CASE 11 COMB 15 (DL + 0 x SNOW + SEISMIC - LONGIT.) : 1.00 X CASE 1 + 1.00 X CASE 12 1 0.0000 - 5.3252 0.0000 0.0000 5.3252 0.0000 2 0.0000 - 19.7252 0.0000 0.0000 19.7252 0.0000 3 0.0000 - 5.3252 0.0000 0,0000 5.3252 0.0000 • 4 0.0000 - 5.3252 • 0.0000 0.0000 5.3252 0.0000 • 5 0.0000 - 5.3252 0.0000 0.0000 5.3252 0.0000 6 0.0000 - 11.0852 0.0000 0.0000 11.0852 0.0000 7 0.0000 - 11.0852 0.0000 0.0000 11.0852 0.0000 8 2.6236 8.5468 0.0000 - 2.6236 - 8.5468 0.0000 9 0.0000 8.5468 2.6240 0.0000 - 8.5468 - 2.6240 10 2.6236 1.3468 0.0000 - 2.6236 - 1.3468 0,0000 11 1.3118 -12.7892 0.0000 - 1.3118 12.7892 0.0000 12 0.0000 1.3468 2.6240 0.0000 - 1.3468 - 2.6240 13 0.0000 - 12.7892 1.3120 0.0000 12.7892 - 1.3120 14 2.2105 - 5.3252 0.0000 - 2.2105 5.3252 0.0000 15 0.0000 - 5.3252 2.2105 0.0000 5.3252 - 2.2105 . t • • • :::: : r r ^ a :— W / R O M SS. t 1 BEST _ INC. _ M EL CONTACT: • (206) 481 -2656 (800) 829-8211 FAX: (206) 486-3920 ",..)(.1.1., ( �.- 2 P.O. Box 1650 Snohomish, WA 98291 -1650 DATE: , . ' r r,.: .; - r% , :Z.4-,._.t .4j12.:, .,.:r r:.a..,i- _.- . , , 1 ■ G. . . �. r.4 V) - - . • ..,_ j; .' k { . ter j i 4. - :' : . . ' 1 X.... y n . .. . . _ . . . . ✓ _ . ... ?L,< . . • ... .. _. A -- -, ; a - , . ., — r -.! 2 7 - i • 4 - , . _... • - __ ... ' _........ - - _..._ _ _ . ... - - ,- -' ___- _ .,._. I,_.... .... __._ __._ _. ` -^ ,_ i ..,.._:.-2,?..........._' t f .. -- - T • I . 1 1 I' r . .. 1 • . . 1 - j ... _ .. _ .. ...._ .. _... _. . _..._- _.. ».__.__._ ._.__ - -t- _.__..._..__..._..._ . _.. _.__....._ , �__ ... _,_..___. _.._ r _. _ _. __.. _ _ _ i ' . _ - • . , e • • : T. nuwa -r (144 NEBS CUST•M' "printing service Tot t. ErIEE 1- 6(04188 6377 NE8S, ern., Petartvoug r NH 03 Rd. No: G 012402193 • 0 1ROGRAM : Section File Editor v1.35 PAGE NO. 2-3: BESTWORTH- ROMMEL,Inc. TIME : Mon. Aug 21 14:42:20 1995 S E C T I O N P R O P E R T I E S Units : Deg In Part # 1 2 Type W 12X16 C 3X4.1 Area 4.7100 1.2100 Ix 103.0000 0.1970 iy 2.8200 1.6600 Ixy 0.0000 0.0000 Xbar 1.9950 2.0000 Ybar 5.9950 12.9740 Xoff 0.0000 0.5000 Yoff 0.0000 13.4100 0.0000 0.0000 12.0000 3.0000 16.0000 4.1000 0.0000 0.0000 0.0000 0.0000 0 270 C O M P O S I T E S E C T I O N P R O P E R T I E S - X AXIS - Y AXIS - . Units : Deg In Area 5.9200 Ybar 7.4215 Xbar 1.9960. Ixy 0.0336 Ix 150.0860 Iy .4.4800 Sxtop 25.0622 Sytop 2.2468 Sxbtm 20.2233 Sybtm 2.2445 rx 5.0351 ry 0.8699 Angle - 0.0132 Ixprin_ 150.0860 Iyprir. 4.4800 ,. ..:... .............. ..., ... ..._.:......0 <.....;.,-.:. ro•,... w..,..r...,,..:._...... . «.<wP..... «a+s,arucr 1. « _ .,... , . :r.'!�rJ i'r,� .vaa.,m�. ww.,..¢uan..v ...... w.....> .............,............+.... o.. .....,.....�.�,.,,,,e.v.e..m... • i y l , 1 I WI2X16_C .. .._ ............ .......:.. ....... .... .................,...._,....... �.............. 5....,....... K,..:... .....,:...- , K.a.�. , nX ,- a�uS¢:.J �isx? .`: "44a /N ^.1��.h'.'.iiY[G1.T. NSV {.: a- .-rt:L.yumm� ris. rv.ari�. a.n a.. s» sa..... r... M. r...,,,..... in.......-. wq... u... w. .....w.�aro....r...aw.„...,....w H y _ wO - INC. - 'V' E�. CONTACT (206) 481.2656 (800) 829 -8211 FAX: (206) 486-3920 (i:‘,1 L Z-J f , P.O. Box 1650 Snohomish. Wa 98291-1650 DATE: STRINGER CONNECTION TO CROSS ARM (RE: Gaylord & Gaylord, DP7 -1, pg.420) Load, P= 9.56 k M= 17.28 k -ft = 207.4 k -in No.Bolts= 6 A 0 0 a= 7.50 b = 13.00 S a 0 O 2 Try bolt dia = 1.00 in. A307 v p Fv= 10ksi — T allow = 7.85 k ( b I R /Bolt= 1.59 k E r = E x + E y = 309.75 Rx= 2.510k R y = 4.351 k R = ( (Shear /bolt + Rx)2 + Ry2 ] = 6.45 k < 7.85 k OK, Use 1 in. Dia. A307 Bolt 95337 8x.XL8 8122!@5 u. ,. n....rr....... :. .... � .: �,:..::.. »......... _..........._._...... ... .. ............ .....,...,,,..._......:.,: +..::.....,.m... —...., .. r... rn. 4�Vn; tnlV, !!5?w.tyt':ri'.'M^Y:1 a..re.�... -. w , r...+r. .• o-« «.. „..n. � „ ........- .- «...n.— ...._. _....._.....�.... _ .,._...... �... ,.....n........a..........�.... CUSTOMER: TH11()I r )3 1 R VVo JO ©ADDRESS: M�� r �IV�s• '� CONTACT: (206) 481.2656 (800) 829 -8211 FAX: (206) 486-3920 �u vl 1 .f C. P.O. Box 1650 Snohomish. Wa 98291 -1650 CATE STRINGER CONNECTION TO CROSS ARM (RE: Gaylord & Gaylord, DP7 -1, pg.420) Load, P= 9.56 k M= 17.28 k -ft = 207.4 k -in No.Bolts= 6 — 0 0 a= 7.50 b= 13.00 S. a 0 0 1 Try bolt dia = 0.75 in. A325N v 0 0 Fv = 21 ksi T allow = 9.28 k 1 b 1 < 3 R /Bolt= 1.59 k E re= Ex2 +Ey2= 309.75 Rx= 2.510k Ry= 4.351 k R = [ (Shear /bolt + Rx)2 + Ry2 ] = 6.45 k < 9.28 k OK, Use 0.75 in. Dia. A325N Bolt • • 95337.9X.XLS 8/22/95 • c • • • • r • f . . - I CUSTOMER: F: 4 JOB ADDRESS: OE. RT _ � E� I . _ CONTACT: (206) 481 -2656 (800) 829 -8211 FAX: (206) 486.3920 c' 12.1. ) -4- P.O. Box 1650 Snohomish, Wa 98291 -1650 DATE: . ( �� i r. : -- 2 • , 1. ... 1 /'! � .. 'f— r L ' . . , .. .... _ _ - __ } • ' ■ , ■ j i , L I i w. t .y I , A ` r , l 1 I. . , . _ , : • , 1 , , _ I . . _ _ ... L ; _ —_ r . ... .. .. .... ._, .. r ..t... -.« ._«,. -:" . ... ...._..'.. -t- '__ -1 "" "---1'-'-', ` I •'• .. . rrj r .- ' ., .._ -, r.. � __ ` •. �_.. �._.� +- .1.„ t j I s .. , _ To , r Coo NESS CUSTtM "prInIIng service TALI FREE I .800-eae 8777 NESS. Inc.. P urrorougn, NM owe. Ref. No; S 012402I1S T • . , - . . • , • ' CUSTOMER: . r .fil t k . T liwitlem , 0 JOB ADDRESS: - I . ... CONTACT: (206) 481-2656 (800) 829-8211 FAX: (206) 486-3920 i) 'i -z_._ -2 )5 - P.O. Box 1650 Snohomish, Wa 98291-1650 DATE: . .. . .. ......._ , __. . . . , . . . .. , . . . .,.. , .. , . . . . .. . ... ... . ___..... t......' - . ., . . . ' I. ..). t .1 t , . . . . . .. . ' ' ' • ._ . _ ... . . • ' ....- . . l 4 , . .> ..',.,--,---). ._ ..... , .....7--_) - .. _.. _., . ... . , . . .. . . ... .. . /4 .•-• - . . , 4 4 i..- ---• •-1 u—,,D .. ' .' ... .. . . *V.7 . 0 ' ---- .---; -7 .1: ,- -'1' - 3". - C; • ; ( E . "7 ., 7. -",- . --.. -t-- - - - - 7 ;r ; " ••• r • • •- L. 1... " . • . . . . . . ... , ,., „. . - ....... ,.—r f _IA. }‘•••-• • , . . .. ' I • ... . . • • • • : , , . : • i r . . : . • r •-, r r ' . , . . . , . , . • i ' • ; -. - . ; ' ' ; • r . ' • : . • ' "," , , . , ' '-'- ' 1 7 . ' . . ' ' ' - '. . '.. - • '-''—" . . . . . . . . , . . . . . . . , . . ... 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T. kt:'. 4'. i': 64,6 44.^ n..' t^. Ma. n... na: xye. w...+ r... w,.+.-.....-. r........._........<......,........... .._..........,...rwr.mn.....r wrw.w -wu..w f . . c 1. BESTWORTH- ROMMEL, INC Design and Engineering Services P.O. Box 1650 * Snohomish • WA 98291 -1650 " (206) 481.2656 Sht'�( of 2C4 FLAG POLE DESIGN - CONSTRAINED AT THE GROUND SURFACE 1994 UBC DESIGN REQUIREMENTS PROJECT: PACIFIC HWY 7 -11 PROJECT No.: 95337 DESCRIPTION: EXIST CANOPY COLUMN FOOTING DATE: 08 -22 -1995 LATERAL LOAD, P 2230 LBS. HEIGHT OF APPLIED LOAD, h 15.5 FT. LATERAL SOIL BEARING PRESSURE, f 150 PSF ISOLATED POLE INCREASE FACTOR 1 STRESS INCREASE FOR WIND OR SEISMIC LOADS 1.00 USE A 4.00 FT. SQUARE FOOTING WITH A DEPTH OF 6.00 FT. FOOTING WEIGHT 14400 LBS LATERAL BEARING AT 'D', S3 900 psf CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISa•N SUBATTAL * * DATE /3 / /9,r" PROJECT NAME - 7 - I I ADDRESS / 'zs l 4c L CONTACT PERSON De v`vti, s PHONE LOb) "B (3 - ARCHITECT OR ENGINEER Bcs7't�uw' -.g w. v.,- v‘ PLAN CHECK/PERMIT NUMBER 13 9 S- O Z.Sd TYPE OF REVISION: 5 `Ou.16-1 -,..- 1 C`Ck.V-i-k.`c 'tout s d' D e`t`q. \� SHEET NUMBER(S) S 1 0 S "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED O./ CITY OF TUKWILA • 1995 PERMIT CENTER : • , .,....... •. .141 racry >t-rxn•.,.: _._._ ..... ».. _. { by R O B E R T 1 1 11 `/ PHl1t'h;.�till U. Imo \((k1Y1\ 14111,111 \I. ! IU ,111''Ii IIUtha. hIHt;h l I ' ( ) l l / 1 I I . I �11HpUR4Tlt1\ E1111`I;,W SI11m rtil \!!341111 110 \IH11 1 S S O C I 1 T 1. S KA QOM 621.971n21.1341CI K3 ( ((MX I I 545.2200 lil;!1!1 ) 1l \41 I'11M, K \134 \t:KRS RECEIVED October 2, 1995 CITY OF TUKWILA OCT 0 3 1995 Bestworth- Rommel, Inc. PERMIT CENTER P.O. Box 1650 Snohomish, WA 98291 -1650 Attention: Mr. James Persing IL3g5-0Q Regarding: 95 -T -19 (7 -11 Store - Canopy Extension) RFA #95102 -19 Dear Mr. Persing: 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. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. ai Crys al Kolke CLK:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t19 ^2,doc 1 ,' ..‘ ,.. <Ma. }..... t.. .:. .., «,15; . +.', ,r.,. ., n'. , :',.. ..'t. t `GTsM,::tr.w, > ' : H'. , ;', i: rri ,,,, ,, ... . .. 7 4, k... rv.. i...,,.∎ r,nn. rrrv,. W. ,. ;41; • ( R O B E R T ► I'RI)FRSSII)\11. 'mown) \ B111.16\11 116 \n1111 IK)1E1.511121 1 (\ \ 1 r 1r. 1 SEWERS HOI SR1U \U \1E \I K SI ITI:21.9; I . ( 1 I I I I,UKPUK►T SR\TTLE.11 \SIII \i1TU\ 96101 Il)I \il,l 1.l . II 111111'41.41 1 TELEI'l1U \I' :: 120)111)21.1811,1 111, :1'lll) \E. (1(1181 .T I.l(iO4 A S S O C I A T E S I :12061621.9710 I•i\ 160111511.2206 CU \5(•1:11 \G E \Ml \EERS September 22, 1995 Bestworth- Rommel, Inc. P.O. Box 1650 Snohomish, WA 98291 -1650 Attention: Mr. James Persing Regarding: 95 -T -19 (7 -11 Store - Canopy Extension) RFA #95102 -19 Dear Mr. Persing: 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 comments follow: 1. The General Notes indicate that ASTM A307 bolts are to be used; however, Detail 5/S1 shows the option of using ASTM A325N bolts. Special inspection is required for high strength bolting per Section 1701.5.6. 2. All welding is to be done by WABO certified welders. Clarify the General Notes. Please respond to the above comments in itemized letter form. Resubmit two ' copies. of - revised drawings and one copy of revised calculations to our'of`fice, as required. , Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry tal Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA.. 98188 .. 95t19 ^l.doc . ".i .. n 1 ,., ;. , 1 I k.,1,,.".,': : ; "1..,:%! . y ' „ )i' SEP 2 5 1995 1COMIV2uNl I DEVELOPMENT J;�vJILA, ,�s 1 11 •• �- / /yy ; City of Tuk vila W. , e ,,. q ,.� John Rants, Mayor %, •• ; ;� , Fire Department Thomas P.' Keefe, Fire Chief 1 11,, , . 1908 September 11, 1995 { Fire Department Review Control #B95 -0250 (510) Re: 7 -11 Store - 14207 Pacific Highway 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 permit is required to temporarily place out of service, remove, abandon or otherwise dispose of any flammable or combustible liquid tank. Install a sign, visible from the fuel dispenser(s) indicating the location of the pump emergency s ' electrical shut -off switch. (UFC 79.903(i)) A permit application is enclosed for your convenience. {{ 2. 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) 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 <..: .G.: . ... ..... .. ..ii .., .:nr .: t. ;:rr . .,..: ^'[ ^f.A'. >x.. .. .:rrrl..: ^I, r..• rya- fr- :ix;F:ar<'�.r:scrhwrl.V'.Va3 .il' ?�:f• °.'7'1.:�:H"'a!a'tsx :f;t . ,ti....Fir.....,. .acm E ,., 4. ....w......,......«............ »._,.,.. ,,. „�..,.4. Rants, Mayor O �} • . r ti. r j' City of Tukwila John .,., � ° , 4 , ; i,S ' s , W. -, L �, • ./ Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 (NFPA 70) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington. 98188 • Phone: (206) 5754404 • Fax (206) 575.449 • X.rp ;y�.4... :..,. r b �: . 4 : t'P9."5Z' P . 4.. a at ,'cca. !, »TiVo , ?sx're.i9f3. etttitOr "trrXv 'fe.l,', : fY ?th. W Z ."27.n_.r„ tf!✓t;w1svrisrmaT!?7 r. rt",VIM,,- 16* I � (► . City of Tukwila John W. Rants, Mayor U// rte-- I o � '•. �;��'..� Department of Community Development Steve Lancaster, Director 1908 _ s September 7, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -19: 7 -11 Store (B95 -0250) s sF Please do structural review per U.B.C., 1994 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fav (206) 431 3665 • • t :....-........ t ._,....._ , .,...,...,,... ., + ............:.. ..•:.,.... ».; :.- ...— ....,- .-..., ...y ".r •.r. »r... -a -.,, ..:r,,..a- •«:a,w.!r3)° t'; rlr, Y+ .t7r .fi ^,..✓:,Kwo •ar.+a. , a. a,a. .x vrrw.rr c,...: xs• sY• aur, M�aAYV?!:wV'FSY,S•�•,R!'wrL^CSh r,rtra..... C f C ITY TUKWILA COMMENTS Address: 14207 PACIFIC HY S Status: PENDING Permit No: B95 -0250 Applied: 07/26/1995 T)ipe:. -BLDG ACfJM - Issued: Location: 1;, s� .. , Parcel # : 161000 -0295 ,:. :rs #,,,. .: = ` , . w' .4 �`, 1,,4 ; H iP o ff + "''' �+`i s ue *'k^k * *•k * * * ** * *•k * * * ***;*" *** ** ** * * ° * *k • ? {{ * **• k:* 1**• k******* M *•- k;;�� *. ** ** *•k **•k ** * * * * ** ** 1 F y . H y 5 p3 1; it«'• P ermit Comments � ,rf-e. '',,%..i '�s-. b , p.��,.�:� f .. `. • >'' 3a ` f 4'e ; S j e t ' ,t y ,1'.cr #! ME.S:A j ' � a�e� t �o- 0 V. a» i +tf ,. � �.t "h y y � ` i� O� � LEFT A VOICE r0 :,L bE. FOR DEN .r+ S NUGE t3F FCCON. x . ° <o PETROLEUM AND LfE 1IM\ 'NOW, THAT WE NEED. CALC'S AND DETAILS ` 3 t, FOR THE CANO IN` ORDER TOONTINUEf PL° 1N REVIEW L /f16/'95 K JP. �; ;::,\ CALLED ANGt,ALKED . T�� i ' DENNIS .� NU� (MCCl1N THIS MORN ,� - ,, AND HE SAID / TH HE IS"' WAITD G,' ` fQR HIS ,C'A'NOPY INFORMATION , . ' ;4,, FROM HIS t RUCTIJRAL ENGINEE . HE' \`•W.I.LL SUBMIT IT AS SOQN - ``',. „,.. r`' �'�L'.'J AS HE R CEIVE'SY 8/17/95 : KJP . ,, ;:- -- .,, X ; .,: -'d- �,� ,,, w ,,c 1 +s,:M. ,, u t p ( .. '' gq q (, ••' 4 '' W jM 1/.',,l'''-' l i p q s% Fs s� '' �� ( ; I y ,.P•��, r ..' ,.f V \ ` �a ^\ r ...^” fly +i:: ; ir?i,11.,,,tiE:.;111c �,,, t{ , n c ' fs., '� ,, i J J f � ... �� . N,,'•., l ¢ r I f ` .1,, 5'' ¢ d t 1 i 'ia....y i. f 1 "'i 'i0 rr,, (' r '� J 9 + 4'�4 r r,j' ^. *..,r,X `.-- �,+"•,.- .,a,.,,y tw, . ,t \ '. / 0 3: ..,..... r. ,e r ,. " . 4 .„....A.....v.,,,. 1 .1 t. < ^ i �pQ g� f ��+�{}' ' �4j.r I °+P.+' riY' t W , „. RSf{� � '�” M k \ "k t- p : It I, 1. ,, «,.,, 1 w•a .' r • 0 4' t r htgf b } " ))� CF; ! 51r i.: x'1'1 .'. V ti p * • A 4 c f s; >}: i' rf p �yf .lr ' � Yci 3'S rgt 4.I' +•ir :, \,, ".. , w , t r \r p' , ^.`t :*. •ti' p, .y -::, A. �yyy.y. u 03 f'' n „ ' �` ry \.c4,'t} ' ,., "` . � r" 1 f „_ ,. .. ".t. > .i.- ,. .:,r _r .. >.i.a."v':4 v " ".1 •>,., mi.••?.,r;iwsa .. , r.erirfrv.'.rt1RC:,'.- Esc` fs M,: 27'. r.. t: t*: 1} 4 . ° : 1 :`.. s. o.tec -xA.v ...... .......e...mnmx.w.nw, ... .�... r+ rst , 'r:tf'CAEX'gFt'YH'RtKa�:' . •. Cl20Cg , T 05 ' 95 1311 li . iP P �O� L it Tib AND INDUSTRIES -,,. B &CS IS P.2/3 CRIB CONTRACTOR INFORMATION INQUIRY LICENS NUMBER MCCONBP066NK •STATUS ACTIVE • CTRAC TOR TYPE CONST CONT CONTRA NAME MCCON :BLDNG /PETROLEUM O S INC PARENT COMPANY i SEARCH NAME MCCON BLDNG /PET ADD1 ES LINE 1 2237 ROYAL IAN;:' STE '101- ADDRES LINE 2 CITY, S ATE, ZIP DALLAS~ TX 75229331. 0 TELEPH NE (214); 247-5081 COUNTY OUT. STATE EFFECT VE DATE 08/12/94 BUSINESS TYPE CORP EXPIRA ION?DATE 08/01/96; GRANDFATHER CODE UPDATED SUSPENDED DATE 00 /00 /00 SPECIALTY CODE 1 GENERAL BIRTH DATE 00 /00 /00 SPECIALTY CODE 2 UNUSED OPTION ; 00 ' r • • ' i . . . „ :„. „.l. )"•.. „,,v,.., ,,! 7.„4,,\ Slx„l't....., C,, o.,.„..„ t„,:„. b7::'„„, ra... 4' d,,4... a `f.:.(l.i."....-6TJ,W„..)„..'' .- mt m.,,.� 'vi '^,;k, 5.. -.,',i m,. mYYY„...„, FT .V kfi •C.'Rid.,..tXaVJIR9fA,".._.rn• .,..w._...F.w„.., —..., t`.,„„..-gs - CROCSt,T 05 '95 e1:L iS.P49F,. 1. T..1,9�'.k AND INDUSTRIES - ,,.H &CSIS .•P•3 cRis. c• TRANSACTION HISTORY INFORMATION.I CONTRA TOR •MCCONHP066NK• MCCON BLDNG /PETROLEUM SRVS INC ' COMPUT R TRAN:TRANSACTION • . EFFECTIVE. TRANS DATE CODE DESCRIPTION REFERENCE • DATE. ..AMOUNT' 08/12/94 15 NEW LICENSE SENT. TULL 08/12/94 $ .• .00 06/27/5 16 RENEWAL NOTICE SENT •.heis23 '06/27/95 $ `40.00 ' 08/02/5 15.- LICENSE SENT. '. •..murc23.• 08/02/95 $ . •40.00 OPTION: 00 • • . • • . . .. • • . .... .. r, ..e �_ .... ,, ... . i. I . tULIlw YI IV ✓�� •"•• �.• _ r _.i.��Yw++�r••.st :� d?��`� _. = 4ti�•riY :..:_z=02":1\�.W �._ � :�.:�` ^r••.r•rs.r.r ..yv..v • ^s SL!s--11 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS R PROVIDED BY LAW AS A • • GQNS. CON`{ . •QENi RAlr;',:�..;: , . tip; • , .. ; IATF1 t101 .NUMae9 ... . 't • °', ; •' : ` T U • , , ;,;,. STATE OF WASHINGTON 22 7 R i L,; .: wrE ;DALLAS'. • , • TX 752293310 • F625.052.000 h' • P • ..\t'• cliM,nrii • '• �+� t'vr:�. +• �.h• •\ •h Y••hm+•.\i'� .. ..1� � �' .- + .- t V\�\.,wvw�w �.. ��tiw M • �Z• 4:•.++ w$, e„` t�1u'_ uyTrn�>, V IC.��.u!!+*i`�'�= s`_'.`�_fi+, ^. .� t_t DETACH TO DISPLAY CERTIFICAT" 4 • RECEIVED CITY OF TUKWILA • JUL 2 6 199 PERMIT CENTER r.,;• • t :! r 23" I' I� T ADD G 3 x 4.1 x 10. -0' 3/16 ��I V��A I� VO �� II' 6 I/2' X U 6 I/2' (CENTER ON DEAM) I SHLL CODE , Igg4 EDITION A CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING 4/1 2. D ALL ESIGN LOADS _ rOEI. FM EXIST W 12x16 BEAI \ y pE�V 1 "` ..„ r .., ^ SNOW 5, MF' WIND 80 MPH, EXPOSURE 6 Q SBSMIG ZONES ,,,� O ALTERNATE SIDES 3. FOUNDATION: EXISTING FOOTING O G r P I p1N G ` OF BEAM SOIL TYPE: SAND, 51LTY SAND, CLAYEY SAND, SILTY GRAVEL OR r x 1111121.11A110 �_■ NEW 3' DECK CLAYEY GRAVEL J x a —_ I C FOUNDATON'. SPREAD FOOTINGS ON NATURAL OR COMPACTED SOIL v _/I - DESIGN BEARING VALUE - 1500 PSP w -� p v ADD 3'x18 g x 10' -0' v DECK STIFFNER p1 4 ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36 SQUARE STEEL TUBES 0 p - e CHANNELS w 32' o.c. r SHALL CONFORM TO ASTM A500, GRADE B ALL BOLTS SHALL CONFORM TO ASTM A307 — I1��1MM 0 N ATTACH TO DECK - = — - A OR A325N, 05 NOTED ALL WELDING TO BE PERFORMED BY WABO CERTIFIED WELD - Z W /#10 TEKS P 12' o.c. r. ERs PER UDC, CHAPTER 22, SECTION 2250 USING E70XX ELECTRODES O DOWNSPOUT _ b �J _ - - D• NIP T __ _ 5. THE R00 DECK SHALL CONFORM TO ASTM 4446 GRADE B, 090, PAINTED, 20 GAGE Cr N m w EXIS TS 12 x 12 x 14 WITH THE FOLLOWING PROPERTIES: +S - .40, -S = 285, +I - )14 AND -1 - .420. w co L N (TY' 2 P1- ■GE -) ATTACHMENTS SHALL BE WITH #0 TEK SCREWS AT 4" -0' ON CENTER. w 0 S \ 6, ',PEDAL INSPECTION PER SECTION 17015: XIST 12x16 9 �� ` C �� I V AT ��AI V AO25N BOLTS - 3000 psi - NOT REQUIRED, NEC. 1701.5, Exa 2 (DESIGN t'c - 2500) >< - -- -- -- _•_. O Scale 3' - 1._0. 31 P6ST. TS GROSS ARM EXIST. W BEAM SEE PLAN - SEE PLAN 1-1/2' • 1-1/2' • ._ _. sw■ N< 4 4/I 3 -3/4' 2/1 2 -.— r 3-3/4 \ L- 2'x 2'x 18 ga ee 48' o. c. O ROOF FRAMING FL*14 TEK SCREW 12' D � .G. I AN u u Scale 1/4' - No. ' -� v q• (3) #14 TEK SCREWS EACH JOINT (TYP) EXIST PLATE NEW 3' DECKING 3/8' x IO -I/2" x 1-6' (VERIFY) VERIFY OR REPLACE WITH — . � „ DECK CLIP 3/4' A325N BOLTS OR I' DIA ALTERNATE SIDES A307 BOLTS EXISTING FRAMING TO REMAIN ` v I 8. I L 2 x 2 x IB ga �\ W 6EAM TO T5 CO R55 ARM — �/ Scal 1- 1 /2'-f -0' p)L GQPV kr E else d • I\ _ —� • r ohse 0 , r __ . _ AND NEW DEGK ® Scale 3/4' = I' -0' 1 VZns a p B C O da 1 � ° °na o vedD ° `JEGTION AT FA`JCIA ao En 07 r, d p0"- 11,1;0004 k a1 :Pe'''' "f,11* '/ / If Gad z EXIST SO TUBE COLUMN PER PLAN �. ,ham r nFrP;r,N - m ay /, S 0 X E FOLLOWING OfIDINANCES DeT2 • � O W XSTPUO1 UP, PEn,I NNILGIN ^OGnE Pe OS VO. I] WAG 51,, x I" " -6' x NO PUU.a rs REE a mNroawpeE uln, Au. " : � � o FWAti, c �. BASE PLATE nrPUC:s °znlwv:::.+e,t<T rn ro aoawre;c> rG neo a c O INtEP „OIO cF Tl[ U s�n1 4 µnx0(tIN. ` THE ' o 9'�'es o...,, 1 0.2,95 - � q. gfioly.5' 0 9 � o Q o u � l EXISTING —_ t ay G,�mIE- / . ' 'fejoNT: L h_ J EXPIRES SEPT /e/ � � I _ 1 4 _ I� EXIST (4) r DIA HEADED F 1 T ANCHOR BOLTS Cs L -i-- 2. If this line is not to s cale , then drama, is reduced. Do not scale IC _J__1 DATE 8/22/85 I. M1 4' Q t EXISTING N SIZE MINIMUM O f) tN RO 1 REVISIONS BES ° f� —I — IV lI E /\ 9/27/g5 O SECTION Scale I/4' = I' -0' `,a -UHL -AND CORPORATION PROJECT Na Extend 20' x 24” Canopy to 24" x 24' 85337 14207 PACIFIC HWY, SEATTLE, WA SHEET STORE No. 22866 5I of I S 81995 R ECEIVED I \S1p SEP 2 8 19Y� b1GD SO ROBERT Marl ASSOC. E1 5 RECEIVED SEP 2 9 1995 L I .g. 1 �, .( 1,�„ . . f Iyr FS., . „ « , ;:. 1 x .....e_,''�.,� .. r1 . •x ; 1 ' I I :,. I p �'�'I I II ,, . ,re , *M . . I ? I . ... i I F THIS MICROFI D O C UME N T IS LESS I I ` � wIlli — a� I GASOLINE REMODEL SCOPE OF WORK ® OOg a. 0 A :JI VISION: 2399 MA r 2307 STORE: 22866 y0 ADDRESS: 14t'7/ PACIFIC HIGHWAY S. 61 id U 10 20 e C17Y /STATE: SEA" - E, WA 98168 :206)241-1519 N SCALE IN FEET NEW OR EXTEND CANr,n PF70_.; DESCRIPTION 2 NEW DISPENSERS O CO r 12.00: l E0.00. __.r. - -. _ 50.00' I _ . .._ -_ ! � _ -- 2 E 212a9D' -- RISERS TO MFlI t ?EN\ I NSTALL NEE4 PRCJOU[ A NES INSTALL RLL TRASH RCOM NS 20'-0' STALL CANOPY LICH''S TALL HIND N 0 2 1.- 7 -- -- -- -- ^ CO �� TALL CATHODIC P.^ E'TION INSTALL SIGN / TRASH SH VENT PIPES I NsrALL ov RF ILL /GVB9s. I L UPGRADE (r'4 SUMP PROBES nl :Gi 7—ELEVEN I a NSiP STAGE II VA CR RECOVERY L1J EXIST INSTALL 2 ° l ANC SUPPLIED BY NSrALLEO BY ' - \ 1 rO IN T ALL 7 OO IE SL PN W /RAISED NOS (SIZE_ 4 X 8) SOU TLILANO t ON RA OR O O ' 10 pi LEL (PE 1 FE 1aN - -- - .- 7 -- 1--I S 1 S T O R E 1 i ;ri INSTP L 2 DISPENSER t J S __ - SOUTHLAND CONTRACT ) OR I — W 1 __ __ _ . I voi --- 0 1 N J n' # 22866 __ MEN T I TANK MAT o I'vs ALL z u MPO s SOU THLAND cO i S S L 5R CC II I482•00 5•F I I qLL 3E INi LRCOM EM N/I SP AK_t _F_ OLTHL AN ONT RAC OR O� MS SUMP R i7 ([M 3 0 1 SOUi ILA 10 CONTRACTOR 0 47 INSTAL'_ EMERGENCY i I li OF 8' CONC. oIIN LA L 000 0 :N N J — — sou 1 ANG GwrRAITGR (� 9 • 1z 3 ;O INS FALL AU OCAS CRI Nl TILLER SOUTHLAND I CON IRA( TO 0— m CUT -OFF SWITCH ! �m rAl L 3 NEW 3/ HI e PUMPS u N NCGR //� WITH COVER ® 0 ® 0 1 I I I I I, R 3 N M s ANKH I HLA D crNrR TRA TT a .ri CC O IN (P L 3 NE EAK I GANG HARD a�RE _ 1 S so OU& LAn0 CONTRACTOR _G_ O COt'T 4C OR PRO DSED ti TANK MAT R 0 PP BOARD AN0 - ,NCR ITEI CO 11`STAL 'v n TANK MA` PLC - -- _ -_ V RA :\ ' 3 / 1 _ NK IELO LL of ` 1 I 1 o 0 ' LC) I Iii s 1 PU D SS L FSC OR O UT) Il z - -- - -. �O IN STAGE II I VAPO. RECOVERY L OR CON (1 / -- l ! 0 VERSPILI ___ SOUTHLAND CU\TRACI OR W z p ( I� I O 'll L 3 TP 6 MPS N CON RACTOR Z > N LINES I COJ RAC`OR ONTRACTOR L:J a ID T— 411 W 1 5 S1 AGE II PIPING CONTRACTOR RACTO? CONI RAC &OR - ' k- ' ( f - 2 1 _ - it • I F� 10 IN L .I AL IL APO(PECO VERI DUAL POINT 5 U HL AND CONiRAC OR J z J CO h p I 1 r I , o NSTA c5 5 DD r PRE M DuTH S r.O CONTRACTOR u W a I\ I I I I l � � I - Io N - -- - -- — spL -ILA I I i - -} 10 NSTAL `NVIRDF LEO I ',\ - SY — - - ___.I VD CO)!N TRACTOR = Y X ST (G !PARK: I. Y i W I OLNS AL ALL BELOW C ''JNO HARDWARE I SOUTHLAND CONTRAC OFil w LO W Y'I Y a w LL U a~ z O OZ .`01 1 ® O ® i O l ® I a QII 6I r .- - `I rn l �� o� ( J F CANOPY rt_ W U I o N I N w w £ I a ao a zo za Tc za z a— _ m ^ e e rcR Z a z 1 a 0 CANOPY MAT ! o - � . m i lo` S LL 8e Q CANOPV C rv :r S SI Rz x�s O FELONS C O N TROL O R 1 OUJ N vo S — • N __ CONTRA OR_f / ^ !� a • ^ I �1 O E ,co, I ,0 1 00KJP A_ . -_- -- -- ON TRACTOR O V J U N O O O I O AS, � ; : - � -,_l Y R c {TS i0 SJ VLLE P ) C LL _ _ ONT RAC TOR —,`7, I = ` - -- J I o t � A v � . L -, � � caNTRACOR� I; 642.00 S.F - � _ cONTRACTOR 1 I I / OF 6 CONC. \ x I • I I xIS I N Z \ I / Z LE LLA:�EOLS / _— - -- R 0 J OI AR AI 01,1 f015P LASERS CRINO PUTO A6) CONTRACTOR CONTRACTOR _11 �y INSTALL STAGE II r ` I v �o =n 'CO 060 Y VH :rE BEFORE uuTRA TAN ONTRAEIJR J PIPING SYSTEM PER f _ 'I o PAII A O ( M & G1 E lCIT00 BRON ZE !SCU AND !PA(PAI (NT PACTCFS I W TRENCH DETAIL z w — uJ ll ■ o iNSEOI o i R -o RETURNED L AS ER R;;cvET aN DurTRACTOR oR o NTRAC oR E .- ` ' r �I TRACTOR � I 1 ¢ O TR C OR of hs A RcE\ BUT c u w COVER a sTLvP F N lAC of TRnrTaR I OI OVE 010 3M S FROM ANOPY & PATCH PC ONTRf C CONTRACT R I 0 3 T7A \ STORE PF f L NEW EQUIPMENT CONTRACTOR L(.JTRACTOR �, 1 © imil 29 1 I -O-- J o f EXIST �� i� \ I / a BASI '.4 I O R ORN STA RE RE UL A TA OV HA TO7 [RNTRAC TGR N u CP C H J/ � CI Lq y U r x[s T. 5 0 i I A SIGNS 1E 11 SPANDREL_ SCROLL OOT,ILA ON RAr OR J a __ / / r ?O A.Cti - : & IRA_ S CR OL L IN T - -, TRACTGR ,.ONTRP oOR R v Ir In GL H ANC aN aACrG 3 I I . + R a � ^� - R vt OLD �\ D, R S 00 N N Ol �.`_ �EX16 r. :=:::::: � MOP CN �SiN I XIJT,I�'.� - -- J W = r , AT o � ----] EO- � I I SIGN CC CC a • O � in l .gTO ?M JRq - - ; \ PROPOSED 31-0•CANOPP' - -__ ` _ SOUTHLAND APPROVAL ,,,,,ou 3 N ' mac — I_ __ _ —. EU 5.5.5.- - f6' CO NCRETE) EA - -_ N \�! ' Ex:STI `�, Z LL LT- W � _ - - - - -- — H O RANr Bas EXISTING 7 ELE o P IRE >- cAT CH—_ T.G.M.: GATE: Z U _J Z i — POLE SIGN TO BE ATCH - REMOVED B - �- i \ sr p'O - �_ �__ CONSTRUCTION: DATE: W M ORq - I I N - - - - - _ T's O - - \�� - __ ._._- - ��/ ENVIRONMENTAL: DATE: 0 XIS] OSREM AT'Up �� F ,S . PROPOSED T57 v INSTALL ENVIROFLEX - -- oA F - -_____ 9Asl\ POLE SIGN REAL ESTATE: DATE: PIPING SYSTEM PER BY OTHERS - - -' A „V -- IS TRENCH DETAIL 1 EXISTING DISPENSERS, AND ISLAND TO BE 0 REMOVED IF– IP Fe \995 I I P /\ F7 i p REVISIONS (-- , �,C O °II-, 06/20/ H I G H WA y S o , ?I;,- - ® ��IW 1 9 o \ i J CRY OF tz,, 4 STORE N0: JUT. 2 6 1995 2307 - 22666 LEGAL DESCRIPTION: PERMIT CENTER APPROVED: NOTE TO CONTRACTOR: LOTS 7 AND 8, BLOCK 3, JAMES CLARK'S GARDEN ADDITION TO THE CITY THIS DRAWING WAS DONE WITHOUT A SURVEY OF THE SITE. _ OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 DATE: E, 1995 LOCATION OF BUILDING, ISLANDS, TANKS, ETC. ARE BASED THE DIMENSION T JUN ON A SITE PLAN PROVIDED BY SOUTHLAND CORPORATION. r ! T 1s E L//.'Il e`rll ENSIGN GROUP, INC. OF PLATS, PAGE 12, RECORDS OF KING COUNTY, WASHINGTON. IT IS THE CONTRACTOR'S RESPOSIBILITY TO VERIFY -- SHEET ACTUAL JOB SITE CONDITIONS BEFORE SUBMITTING BIDS! 01 II ENGINEERS • LAND DEVELOPMENT • PLANNERS • SURVEYORS 10314 BROCKWOOD ROAD APN 161000 - 0295 -04 DALLAS, TEXAS 75238 FILE NAME: 22866WA.DGN TEL. :12141343 - 9400 IUD 'ROJECT NP. - 54042 OF I SHEET -- _ .... . . �, -sue... I I � r =.Ii 1 11g1,111TI!Tr Iml�t w5 __ S MIC wpm DOCUMENT ,.m..�. , a F 4 7 at (. ` w.:Is YI r' , - IF THIS MICROFILMED DOCUMENT IS LESS ! a ` / 2'MIN. \ / 2'JN'VEfiSAL NAti••CLE n E E C . - PROD O `GM4� =o �z }- 24' UNIVENSAL 84AN0 NAME OR EQUAL 6 - _ MANHOLE. -\ W F . - -� a a FLEX CONDUIT 0 � . �° 4 ° I m o .__ I Iou10 PRBE -� _ -� �- `, Y x In C 4 \ I SENSO ASSEMB O w GO _,� WIRE TO C PRODUCT / ` W = INTERSTICE MAX. 4' 2' a — BALL VALVE �(V SPACE -FROM GRADE s_ 1 - I.D. COLLARS O • - � Q ______ U . WEATHERPROOF 4'tl NIPPLE SUPPLIED BY OWNER 4'R RISER I / JUNCTION BOX ..:.I EPDXIED TO MANHOLE % r ACCESSIBLE FROM / '� %p /, GRADE I IN B'-0' BY C.C. / 1 TE51 DONU 1- i,..-+ <1 - 2' FIBERGLASS PIPE K / 1 % 1 II / 'ART N0. T02515 UNON .. PIPE VENT LINE TO VENT 'WRAP EXPOSED NIPPLE Y / _ O N / S OFF I i � � -Q 5 ACK LOCATION SEE —TAPE RISER CAP. DOUBLE " LOW VOLTAGE MONITORING `�' �/ $TF PLAN FOR EXACT RSER TGHT FTi NG f w'RP P NIPPLE E W/ OLATION SLOPE /B'/ AND LFT CHAIN ..!UNCTION BCX. ¢� • ° 1 A Ex OSED �r(�� Y ��I 5'BU.KHEAD FITTING ° , - 4.0 G 3M CATHOiIC PROTECTION 3M CATHOTIC PROTECTIO TOWARD TANK STAGE IIVAPOR RETURN PART No. 301 -OI24 -001 fE %PLOSION PROOF) TOTAL CONTAINMENT PART NO. EB3950 xro • f '-II I- TAPE ( LINE FROM D - I, �. _. _ /� ��/ Il J SLOPE I/6' /FOOT MiN. SJMP BASE WALL �� y jy SECONDARY PIPING ��0 i0'A'ARD TANK PART NO. SP4500 3/4 SENSOR \-CAP RING ADAPTER 1 CONDUIT I 3 /4. RIGID \ PART No. 301-0506 -001 TO BUILDING / _ TO _ 1 ` 1 -1 W.� `PROBE MOUNT ASSEMBLY RIMARY PRODUCT LINE NEXT PROBE .I, I III i / I � �� I PART No. 301- 0509 -001 ( -PART NO. PP1501 V TANK � „ nn� 1. • WRAP EXPOSED NIPPLE W/ - 3/4 0 SENSOR ,} CONDUIT 3M CATHOTIC PROTECTIONt BULKHEAD w/5 S. ^" ' TApE ' EuNOTTI0 GROUSE -S:NU ¢ l• f,LAMPS (TYP.I 0. W \� PART N0. UBIU75 GUH 25 DR EO'u AL. ' . (V 1 -1/2' 0 PVC CONDUIT ® .1 0 i b l o UT i •,--- .5 I t" q'OG.I. PIPE 3h CD a 1 b7 5 —7 2 c, 6 pM yx t m M d ❑ � �._ __32.SD' A G> 7, ,=!" z I R W maL ° TANK I I I X B K O W , .f , . `� J J o / B DERECTivOE PLATE ! .. d ❑ � 1 e 1 ' 'I I -'- 3B' 0MANHOLE B COVER (r] ,. —X--� _ .. 33' FLAT LID 'F. P ATG TANK INTERSTICE FILL RISER DETAIL EXTRACTOR ASSEMBLY AND AUTOMATIC TANK GAUGE (ATG) I ACCESS MANWAY VAPOR RECOVERY DETAIL (TIDEL) SUMP R1sER AS SPE FIED- �� 3 __...I - (FOR EMS 2000, 3000, 3500 & GTM) PROBE BRE� \ "" -- J j -_ PRIMARY I -vCT0 2 ISA400m \ LIQUID PROBE SENSOR ASSEMBLY -, � L ( / T" S'I UONIJ / G 2 0 ® y L ..K pAfil M10. IU)SIS B .Y 1 �� \ 1 N OTE: - ' - 'f XI — \ \\ STP RISER MUST BE CUT TO �.— L : 1I - \ • - J - PROP R LENGTH TO PUT STP �- I I� - 1 '-''-'''..1 - - ��_ - PUMP & _ S .MOTOR ASSEMBLY 4' 1 1 - i a a a l - _ — - _ — Jr " N �1� � r\ / o� •000.° a FROM IRE BOTTOM OF TH[ TANK O Cr AU K WIF _ � / - 70 T, 990 F> r ■ 1 1 ■ ••, °v v . .. �� B ULK EAD n T N( IJ L /1 JJ� 11 F LLB ii� I a„ , :Ir c. 68 .: i ' . •. '��- Nls 6ACNF LLpUNDERA9LM( 4z.5o' ( FAR • T I V A.i0 p 1- I /2'ANNULAR I-I_I k7 i p 'i \ ! 'E . iN FI 11Nf, Z EC ■ SPACE ACCESS I I I I I ^ ' I^ I ilp" n4 I AT TACHU ANGE T L I _. 4. CONDUIT 111 '_l h 1 ' - l - DUST BE T HRE DS V - •„• " —' \,� STSTIR RISE HRA DIREG TLY INIC I I ■ u B/ I B III C B ! II C 8 B FLANGE OPENING • III U $ 4 SECTION THRU SUMP SHOWING SUBMERGED — I � � ! B = 4 °NPT FITTING f ..• TURBINE PUMP INSTALLATION w ',i II C = LIFTING LUG J •\\ , I I NII •: ° \�:C•,, BE ABOVE ALL PENETRATIONS. I 0 �., �. ; J 1 , I ' \�: i \ NOTES AND WARNINGSII! •� '?7 L j II I .•��'�'� °. LL NS HU 4p �•• I ; I I I A PENETRATIO TR TOTAL CONTAINMENT SUMP MUST BE I �\ !• I MADE BY TOTAL CONTAINMENT QUALIFIED CONTRACTOR. THIS ";f� • u ; . , NOTE: D IMEN SIONS ON BUNGS ARE BASED �•I•.!s•t� INCLUDES ELECTRICAL CONDUIT, z �.� :j•, .f, I'I II ON 10,000 GALLON 8' -0 DIA, TANK I • • "it. • .i ml Q I oft 2. WATER TEST SUMP FORA 24 HR, PERIOD, WATER LEVEL TO ;�.�! :^+ S; I - I�� - - -- F: D y : • • • ' ' � \ :.2 • 3. ALL ELECTRICAL TO BE ABOVE FUEL LINE PENETRATIONS. ♦' _ • - L •. \• \ •.\.\ V _ I , , ?Sf \Y �tT : : \.\ : • :�. C� ° ,Tv.; —_— : \'! \_ :� : �� : \. \. \ \. \ \ : \. \X+ —_ - —. _ _ I i i BACKFILL WITH PEACRAVEE OR -- MANUFACTURER SUPPLIES HOLD DOWN ST REFS AS PER MANUFACTURERS REV REMENTS - INSTALL AS 1 APPROVED ALTERNATE A CKFILL PER MANUFACTURERS SPECIFICATIONS - SPACE ALONG LED'C'H OF TANK - MINIMUM OF 4 - MONE IF EQUIPMENT SCHEDULE I MATERIAL .REouiRED BY MANUFACTURER 15TRA°S SNAIL BE SH'PPEC WITH APPROPR(A -E PADDING MATERIAL,. ITEM RESCRIPI ICE. MANUFACTURER, RAR' NO. ''I FJ ;13ED 3 4 DAME TtR F AJA l -- . -- UCC WHCA TON PA'2I x0. A30 0/ ' _ A \D 3N TAPE WRAPPED OVER rsa A ou VHDJV 2 F L AP V. O VJHF A TON PAR NO. ART 005 ! SOU H AND ANK PLUG TORQUE TO RsER � ` r'SGLATIO LAP.)F y I VAPOR GA (OP TUBE _.... -- - -__ %, r SrIC AT ON PAk NO. A75 OC 1 - SJJT II_ AND s t - -. - . - . - _. KOPPERS BI IUMBSTIC COATING (C.0 TO MAKE BY " -- T F 3 4 A 2 ... " ._ — __ - _.._.. __ - _ -_... - __- "___.. -__..� '_. PER D.4.0. IEXT ENO FROM TOP CU' NG U C A OT TANK FIT - UGC) N 300 FT. -LBS. PRIOR TO ISOLATION CAP (EXPOSED TO ' C� VAF OR ADAPTOR M INSTALLING ISOLATION BACKFILLt \ Tf FX PAR' ( - D CAP. r COMPRES510N R;NG _ COMPRESSION RING 6 2 X 24' IVI X U FLEX CONNEC IO I_ _ NO 0 O2s0 SOUTH AN J 11 APPROVED IF 3 x 32 ' FL.X JA KE� ~ 0 AL CON TE NMEN 0 A2T NO F 0037' SO HLAND m N ti TANK FIT T'NG v OLATION -� T.. " .NK FITTING _ ilk SEA _ _ r EM 0 W -EArON ° AR NO A79 01 T SOLATION 4 X 4 X 2 X 2 XTRAC TOR AS /j _ y O minil ® TANK -- BAS BASC - -__ Z n /, TA nV O 2' X 16" 9ALL FLOAT EMCO hHEATON •'!lR \0 A75 010 SO:THLAfaD_ FiG. BASE '�" — FIG. NK BASE APPROVED SEALAN1li YP) - - UNUSED FITTING Bos'IK I100 FS RISER 10 i EAK DETECTOR (VAS ORLBSSI I FC PEROO PART NO S - P MLD OD -(LAND II 3/4 HORSE OWES SJBMERC�D F f1.R0 AF NO FUA 75 ; SOUTHLAND 5 \ TANK ISOLATION DETAILS / 12 SUBMERGED PUMP SUMP BASE 1I01A CONTAINMENT PART NO SM423.31I OUTHLANO g 2 "BRASS BALL VALVC UNIVFI(SA PART NO 2130 -20 SHEE7 LONGITUDINAL SEC THRU TANK EXCAVATION ® MOUNTING FLANGE OTAL CONTAINMENT HART NO.M 0004; oU Hi ANO OGTILAF ce „BD G3R U Y VT JI(WILA NOT TO SCALE FILE NAME :DGIII -3R.DCN JUL 2 5 `995 sSKWE 4 oT IB PERMIT CENTER :� ".mn req rtn ...... ,FS m•..2::. ertl r :...- _ ....., :na.x, . , u u�mrne m. *P KS KK¢KK +S1. , .5 a jr FLI III i fil _ij1 ITITn 1 '(f1�I �f itilil 5" <,..,. - ..�,. ..,.�:I �I1 a k _ ..: '' -- .3. .xm' , : 7 I T i J T �. a 4 :� S TF THIS MICROFILMED DOCUMENT IS LESS EQUIPMENT SCHEDULE . ("--- \ V M DESCRIPTION MANUFACTURER, PART NO. FURNISH:0 PY _ > ,„.• n �L ACas DISPENSER BAR MP FR TOTA� CONTAINMENT PART NO. O 0042 SOUTHLAND 1 -s LO.rvP., �j �� MATCH "'� cn a vu Kr SOUTHLAND _ 58 NGTE: coNsT DISPENSER sure NEED To s n /z'L SLOT c I SOUTHLAND CCNST RUC ETU n O [ CN /4 x- NO. :06-0-MOD FR 22 -I NEw OR RE 1R(`.r an;p TYPE OF wYx ma 1 T . }.�- I' 3 METAL ISLAND FORM AMFAB PART -'. °' DISPENSERS USED GN PROdecr Twm .I _CO DISPENSER SUMP TOTAL CONTAINMENT PART N0. D DISPEU4221 SOUTHLAND I, _ �.+ __I_lo �, � zam I1 I \I _ i8 C BREAKAWAY _ (DPW PART NO G601-0250 1 SOUTHLAND ___ L _ -B T/ ~' a o ----1-r-1 1 x T cxl o a _.T-_-_1,m I H ® 17/a Al Al P Hi P 0000 EAR FL XST EL SOUTHLAND r = _- - "' I -- r _I 7 7/8" x 8' HOSE GOODYEAR FLEXSTEEL SOD THI AND = _ :- - S '21 _ 1 I I J___ 0 L g a .: �- �`_ -_'I ® I --- --- _ OPW PART NO IIVA' 3327 MI i I . —_ __- - _____- 8 NOZZLE \ O IIOBHMCP -482' ~ SG a - f z' O9 DOUBLE POPPET SHEAR VALVE OPW PART N OUT J � < 2 -y , ' —_ O T A a n ? SOUTH y u �� IC� VAPOR SHEAR VALVE OPW PART 0. �OVSPC SOUTHLAND i — f III // x a" FLEX CONNECTOR W /S WIVEL EF L_X AR ID OUV3 -0'RO - - ;, U w . D.S A NSER BOX FRAME IS PAR' OF t N .„AL CGNTA,N.M.ENi SUMP. MUS? `- - - - - -- -J l - m L a MASCP TYPE OF DISPENSER LSE]. MUST BE USED AND ' 2, -1 9 m I T USING TO'A; CONTAINMENT - -�_ ''_i - -- - - - -- - ' RD 800 8 ONo �, REF. OD. . j USED. MATCH DISPENSER TYPE I VALANCE I ,_ i0 . -__ 2 0 , O w DISPENSER SUMP FRAME 0 0. - 1 (4) DISPENSER SUMP AS SPECIFIED `° °xM • s I , w z ow- _ • NOT TO S CALE 9 O Fy , cn o r- NO: TO SCALE i 3/4• R IGIG CONDUIT -� PRIMARY ENVIROFLE% a W n, a v N 3 MPD -r - PIPE - PART 60. P1.1501 112, '` -- -3/0• / / SF CONDARY ENUFLOFLEA 5 '' m -- wa I I CHECK OCTANE ARRANGEMENT V PIPE PART ND. 5E4500 2, Q oo� WITH LOCAL ENGINEER F rrEL TOP f F F3 'UJI.T EAD- �f _� S ABILIZER BAR LAI •-• ' - - � 1 ! m �� F I Ni - T 1 1 Imo _ - -- _1 L L L D A E L E m . o, 0 - Y,H, /Mk � L1JJJ. k a 1 I ; r � T ,O SPENSIER RISER ► - I I I -- I - -- II - fir - - t _ l I\ 2 F DTRCI ASS p i ° AGE u I e-- II li ----N `''_/�\� i1 e OOGROF 3K - - A, � ' P 1 ' 1,1075 EL CTREAL fiL^- r N- ,? x " — 1 �- FINING IT YP.I ( DISPENSER -►I SUMP FRAME I iScARILIZER RARI -_ - J DETAIL) V t !i ; 61 � I S PEARCLAVR (TAP.. DISPENS SUMP - PLAN VIEW 4. - -- -1 !t � VAPOR nR VALVE � o ° d 6 In_. - NOT TO SCALE Q I - I . I (� y -FP- \ O DGCr PP:IIC.`I� 9 ` -' S na i ev Pc .' 1 - c - FOR" lsa°NS W tiODUCT S EA9 \ I l l ! cENVI = LEw O s E Di, THIS ,1__1- I * V� I C I 1 1,COPPER PIPE BUNION ��` - � - T -- R AISE D R / 2 • TO \� I �; F- S ry /-4) �. ^ 11 �. M JMZE PLOD N FM` _ � / /// \ \ \ \ \\ fiAL VAL V;: WA ER W ER C 5 R I' - 0' I STANDS j_ I� f TEE - : z I' - O 6 b - 0 _ I �= L r.l �J .AL. Lam.- 1pi;' - 3 .A ES)�- � `_� - I El- � - Q MPD PIPING AND ISLAND FORM PLAN o a HOT ° " " °'" ; , , C FI _� — 0 �__ AR ILI/ER _ NOT TO SCALE f � ! �y I I,' m ( ^� 121I, . 2'l E+c A T ! I : , r 1 ! vn IPN ss S A 1 S HEAR GROOVE MUST BE FLUSH O ,02•0x \ S- N. NE I. 'G ` J 2O f r Y /T.0 ISLAND TP- } /A'FOR MPD'S. O ) FB2030 !l / 4 0 TOP CF S I. ANp FOR i l; (41 l. ALL OTHERS I / -�'- -- - 0,:::2 - _ BELL REDUCER �- ? ..,.NDAR AJT PRIM'r +'P 1 ' ® BY G.C. i YPICAI AS at QUIRE' TOP Dr S � _ 1' FITTING DOME OP TC DSP_RSE I ISLAND DISPENSER SUMP SIDE VIEW I ,- ANY PUDDLING Or 'TATER - - p to - MC A' __AND DORM P r s7pj�Jl7/ Q — � I I AL ISLAND FORM u NO TO SCA. E r -o' -J ,4 30 R' OR 3 �II I Y.;�illllll� -- - J Ma wnu� __ .__� - cAisFad r BUMPER GUARDS R; - Y / ii dll766 auur -, { h ^� - -- q A. -- vnPO2 Af ES ,TE rC cnR I I � I ,I VI 6 O a I \ I. A L _S, II - RETURN �VAPORJ i I : iicA:,CE.H BL'S SF ANi: FCIM U �.:� pI 4C Al NO. UVcur J _ 1 T 2 T /7'v F - -_ �-- -_ x - - � � , � ____ o ° _- ? �,cy z R� P -- v H,N . .�� VALVE c, �� vA a 1 Hf .� >J '_- - r _� -_�_- 1 p G T = ! 11 � � 11 I . _ I l .o. ^ -. �.� _..._. -__ r _- r -. , we ?- I - - AHEAD P, T,nr, ! ' n.- c,.., ,H,r. �� (` a r ITS= III I �- I II III -_. j I S �� 32030 _ - , -I ' -- I- I L. NOTE: 1 I �' �� 2 a - - F nr n 'n 1E1, 1 =II CHECK ALL ANCHORING OF SHEAR VALVES. ELD c T - VAEii4 IF o _ SECO AR F, v�,1 G PART NJ. ieJisc L - 6' 166 CONCRT EE PAVING 6• THK. CONCRETE PAVING 2' G Al ./2 2 FRP � � J 1 4 - 1l n \l C!' IAr.M,.N1 SP45OD1 W/ . 3'S VT 0.C. BOTH WATS N/ '3'S ENT O.G. BOTH AT'S THREADED A, DUCER BUSHING 4 CONNECTOR nS T r TT TYPICAL PRODUCT SHEAR ft LD n 1 1��r RMn. PP G T Y RT \ II VAPOR "`0p ° ` J"M -" P °° BUMPER GUARD DETAIL .:V-4 VALVE DETAIL STAGE RAS` M "" ' " DP °` GLAND U I'OT TC NOT TO SCALE NOT TO RETURN DETAIL SCALE o. Dv, Fro PER As z I SCALE - -k PnRi No.wso°o DISPENSER SUMP SECTION SHOWING STAGE II VAPOR VAC ASSIST RISER AND "T" CONNECTION RECEIME•- sHr. cm aR T wlu ■ GILBARCO ADVANTAGE DISPENSER DETAIL ,T TO SCALE JUL sses G4 PERMIT CENTER FILE NAME:TDG7i1 -21 .002T , 5 of ;8 I 71 �I I p I� 17 ,ITi II TTiIIfi h 11T� rjtl err "" 7717111 l i 6 , , )+ _.w w.... ! 1, . .:i,. . . • _ I .TE TWIG MTfRDETI MED DOCUMENT IS LESS 0 FILL VAPOR RECOVER" EQUIPMENT SCHEDULE NOTE: FOR VAPOR VAC INSTALLATION, 1, o PAVING 6'VING W'/ °3'S ® 1 000 P.s.1.(12' O.C. CONCRETE TANK INTERSTICE STAGE II VAPOR RECOVERY LINE ITEM DESCRIPTION MANUFACTURER, PART NO. (FURNISHED BY zN 1 BOTH WAYS. APPLY CONCRETE ELECTRICAL I I 2 SHALL BE 2' FIBERGLASS PIPE WHEN r Lu n SEALANT PER SP -,. CONDUITS III VENT RISERS 1 THERE ARE TWO DISPENSERS OR LESS, 0 2" X 24" M X M FLEX CONNECTOR TITEFLEX PART NO. 10477 -0240 SOUTHLAND co a ,(DE TANK AND 3' FIBERGLASS PIPE WHEN THERE CONTAINMENT ' ECHNOL OGY w \ I II 0 2 8 1 I / ` MONIT ARE THREE DISPENSERS OR MORE 3 Y , 30 FLEX B O O T _ PART NO 350030 SOUTHLAND , wQ GO ® ` .� L F S - sue -PUMP 2 VAPOR VENT AP (VAPOR VAC) OPW FART NO. 523LPS 2253 SOUTHLAND , co u 'K i Ln SPECIFIED FILL f 1 M / N , S 'C 1 _ e /� z= H $ 1 1 / _ a No FE ® 2 VAPOR VENT CAP (BALANCE) EMCO -WHEA TON PART NO. A84 -009 SOUTHLAND w v o b ry I / \F•G FT r w I / .- -_ RED THREAD IIOR AMERON � u— H z• ' J �!• I FNVIROFLEX PIPING TOTAL CONTAINMENT N0. PP1501 SOUTHLAND '-. VAPOR RECOVERY ;,' SN - -- - " - -' r. r ¢ " LINE 'e. Fr oP� j OS 3' FIBERGLASS PIPE G.C. "N ° FIBERGLASS PIPING R•- • 0111 -, _� > —PwING - ..„,z.,..6, �( ` , '0 ' ®I 2" FIBERGLASS PIPE ( RED THREAD IIOR AMERON I G.C. e�oo MIN SN 4a' II V LOW - GRADE f . I � - EAGRAVE_ , I- ' �_` TANK L = � O 12" DIA. MANHOLE 'UNIVERSAL PART N0. 60 -1280 !SOUTHLAND ® ®�� FLEX CONNECTOR w �' l � ' �\ �� (TYP.I ® EXTRACTOR ASSEMBLY [MOO WHEATON_PART NO. A79 020I SOUTHLAND - ��oa PRODUCT LINE �� PREMIUM ` \1 � ti q . \ TANK F G VAPOR LINE 6' 6' Ml Z•F. ti .. - ri - 'r OE N SNOPE p _ M /N.STO P G SEG /�/ z Li I T • E 5 z 33' WIDE TRENCH I O© r' a W I o 1 /p' GAL V. PLUG o CC D° i : I /Z' N.P. . x%¢' COMP. FTTING a • ' %'COPPER UBINx % z I in GALV aTEEY N :1 PIPING SCHEMATIC (TWO ISLAND MPD'S) 3'xv DOUBLE j '/ CLOSE a D � : 6' THK.000 P.S.I., CONCRETE T BUSHING NIPPLE J o :4 PAVING W/ °3'S R 12' O.C. NOTE: SEE SITE PLAN FOR PUMP AND VENT LOCATIONS - a G o o SEALfANT WAYS. PER PPLY S. - O 3' F � x -. .G. ADAPTER B X F F FILL I VAPOR RECOVERY %' COPPER TUBING INSIDE 1 I I ' SCHEDULE 40 PVC TO B E CAL V. PIPE , I TANK CONNECTED TO SUBMERGED r INT ERSTILE PUMP WITH NECESSAaV - I 2 6 FITTINGS.— 3' FIBERGLASS PIPE —► r 'u VENT RISERS I O ' I iv i I 00 ^ I MONITOk ALLOW 0PPER EXTRA U 00P ..__.._ / ( Y 1 ) I- .110". AROUND SIfa MERGED_ . ... I II�I PUMP- /A I-- . I - 'ill NF r t � -PU M P —J,I; MI SL I] _ I `/� `�/ ARO SUBMERGED PUMP m k p \ , -FE PETRO \i'�ti \i• VOR RECOVERY t y %j - /Fr. 11 •�' PIPRAPJG Ml \FG j ' ' / •1,•3� " i F G 3x3x3 TEE . ._ _ E MIN. 1 /e °ER FT. (I. 0'n / � �' O • N. \• ,. PEAGRAVEL � 7 w ,f-t, :-A-4 I •. \ I \•I. i_•f LL , T AGE II TO TANKS M Fr ✓ / ! PREMIUM ` -i 0 F.G. PIPE I SCREEN ON COPPER TUBE y,. ANK O > 3'G FG >- 1 I / me-GRADE MIN' SC OPF r _ U 0 2 ` TANK R JZ� \� NOTE: < 0 • _J � SECTION THRU PIPING TRENCH I. WHEN USED, CONDENSATE TRAP MUST BE WITHIN z Q Q NOT TO SCALE PIPING SCHEMATIC (PARALLEL MPD'S) 25' OE THE TANK HOLE. D_ CD> NOTE: IF CONDUIT OR WATER NEEDS TO CROSS TRENCH IT NOTE: SEE SITE PLAN FOR PUMP AND VENT LOCATIONS 2. TO BE USED WHEN PROPER SLOPE CANNOT BE ACHIEVED. SHOULD DO SO PERPENDICULAR TO PRODUCT PIPE. - Q z Q 0 r■LI. - ,- -OUTER RECOVERY TANK I I a- T IERS TICS I - `" I ■ ' I VENT RISERS I I 2 R mFF �� TIL !!� A 2� Q MONDEITOR TANK �` �1 n _ NU B -PUMP f 2' GAL V. VENT PIPE NI TA -*G II I _ � /\ H 1 TO O BROWN PAINTED DARK ( a, CP --, MOO i 2 Y �' � j w � 11 r \ I j/ s!Ni G �' / EI S TOP 1 � 2 'F G . J �i' — /IN'FtOP �A`� _ LOW -GRADE �•` 1 . . T A NK FEE% CONNEC 7---1------"-----------2.P.G1 '1 111 � 1TYP., W PREMIUM z �'' ANK MID -GRADE MIN. S G _ - 0 < \` TANK O'' w"/Fr. I VENT DETAIL AT BUILDING I gg rii NOT TO SCALE G NOTES: b REVED I. VENT RISER TO EXTEND A MINIMUM OF IB' ABOVE NEAREST ROOF , cm oP CEITOKNnIn SHEET f^ LINE IF LOCATED ADJACENT TO BUILDING. JUL 261995 G5R PIPING SCHEMATIC (IN -LINE MPD'S) PERMIT COL FILE NAME:DCTII NR.DGN NOTE: SEE SITE PLAN FOFt PUMP AND VENT LOCATIONS sVeec to or IB £ K,t9 k , f_.4r,f I I I ®r ® I III 11�.FIT 7 TI i � l - 1� M id: T DOCUMENT I I m f f i l l --- L U :.r a ..�.: Ip., IF THIS MICROFILMED DOCUMENT IS LESS I I Y y - PANELBOARD SCHEDULE PANELBOARD SCHEDULE I . - I20/240V 3 PHASE 4 WIRE DELTA SERVICE 120/208V 3 PHASE 4 W,RE 'WYE SERVICE I W a' MOUNTING SURFACE PANEL 'S' INSULATED AND MAIN MI 0 D SHUN` TRIP • ISOLATED GROUND BUS M OUNTING SURFACE PANEL 'S' INSUL ATEU AND _ ISOLATED GROUND BUS BUS 501. � PHOTO CELL w MAIN I 120/290 VOLTS E R i I 120/240 VOLTS PHASE 3 -WIRE iOCA'ICN -NA' ?AGE ._ LOCA GA PGI _ _ -----' TEA. PER PUMP - - ~' ON ROOF 00 • PRASE 3 WIRE BUS BOA SENSOR LO RAT TAGE M C B M R L 1 r- IL RIVI - Na WATTAGE I B C! C B M R L O O CI II WATTAGE T I a LOCA 110N LOCATION T E R I I R 1 Eli -{ SENSOR 3/4' CONUUS W J I 11/! C C C K S C G AS CONSOLES 1 SI S ftl R K,S C G 1 IMF - -- -- IEEE CONDUIT U W (n In a1. aB a1. B9 a4 a0 G C �1 1 C ICI CI CI ALB I IFON GAUGES v - -. IUY LAS f.ONi•Nl , Y X :LOTTERY 250 © `�■ 2 15 X 250 r LOTTERY 05C Y { 2 IS X 250 _GAS CONSOLES SENSOR GAUGE PUMPi (FOR SENSORS to W Ln El 4 15 X 250 VERPHONES MONEY ORDER 250 IX 15 4 15, X1 2501 VERIPHONES ° J fTYP.I (TYP.II_ _ -- ~ m MONEY ORDER 1 NORAND °I 500 500 • © ••11 ®© ®■ NORAND °2 NORAND '! 15001 X! , I 15 15 -J 1 6 IS 1% 500 NORAND °7 - - -- -- -- U Z a m _ C ••1• � ■ ._ TIDEL NORAND '3 I 1500! XI 115 1 IX - _ 250 TIDEL 1-,1 --- SENSOR °39- i 1 T 000 n 20J I 1 1 11' I 8 5 -' - 00 0IOJ RUN I g ° (A �� ■ © ® ■ • IUl IO 2C XI IC00 500 : STORE ` COMPUTER VIOL 1000'1 I %125 m I® ©■1000 500 WICKET STORE CRE L CCMPU TER I CE NIREwAY PUMP I _ I ! u N O N TM CO CKT IDEL OL ! 2_0 ■ SENSOR 00 2 TIDEL (OPTION) ,250 %201.3 15001 0000005 2 "DEL IOP'ION) 12501 I % 20 111. 1 HI 2013. 1000 Au TOGAS C O I` TYP ( P _ __ - j 1 TANK GAUGE • WATTS: a1.= 9,250 00= 1,250 2C= _ ,WATTS) 6.1.= 4 ,250 WV- 1,050 0C- I! IL- ' - - { } - S EI - JSOR - _ -.- - -1j HARD WIRE GNLY �� • Q co 120 /240 ICI J TOTAL WATTS_ 5550 AMPS 25.21. & 120/240_1 ___ __ _ TIDEL CONSOLE (TOTAL WATTS = 5550 AMPS 25.2W � MAIN 1 VCUNT!NG SURFACE PANEL 'G' (WYE) NO '.,'BO %[S MOUNTING SURFACE _ PANEL (DEL TAI rt - MAIN 70A,3P SHUNT TRIP l /// (SEE D[i AIL 5 -G6) I I 240 VOL TS ! PHASE 3 WIRE BUS 1001. - 208 VOL TS 3 PHASE 4 IOU � f -- . - _ _ _ c s. WIRE es o x usv,xs, °s, BU$ IO -- -- _ _ -_I LOCATION 1; xA C I C C I ti 1 :_CCA'ION WA` T M IR ` I j C R M R 1 LOCATION o� WATTAGE 1_ R M C cos` M RI.I WA TAGE 1 AGE IL N r ' T E R RI x I s r i _ j WATTAGE LOCATION on a8 WE 0 C $ K R R K SI G a1. 0810` '9;C R 'R K (SIC CI 1 - SENSOR 1 L5 1 I ! z1. zB l a S 1 1_ j zn Wp WE 11 z -'/4• CONDUITS. ) / /�1 ■� n ��■■■� _ (DISPENSER °I 500- ■■ ■ �� ;9 2 72- 4••1121:• I DISPENSER v 3 DISPENSER _ 1 500 i 1 ` i2 p ■ AB C is x5001 �- DISP ENSER 3 & LIGP'INGR INTERCOM - _ I 1 M DISPENSER °i - u 500 TUVVWEE PUMP °3 1 �©� . ©, , i'JRBM PUMP , I 5001 r 2a7 1. 8� X500 TURBI`IE PUMP °3 -- I I -- �' a� �� f t 3 DSP_NSER ISOO -■ 9 7 11 SPACE INTERNAL IN TO RUN I ___.1 F -!4 - L 'di� .. __- p N DISPENSER °2 ■ ■■ s Is. - NS R o ■ " UPRISE PR Pz �� ■ ■ ■ ©k J - . n • o I o 1 JRe ` PUMP o0 1 n __ V a M p N PUMP ° .__..� COLUMN E 3 pISPENSER _ _ _ TJ RBNE PUMP ' I Y 'URSINE PUMP °I 500 n � I n l I PAL ° i 5�0 y- ' 1 F 1 p ¢ O o a TURBINE PUMP °I 1 500 11 pl II i21 SPA 'r' - -- - - -' a O r a MUSHROOM EMEN. SN TCrI a � To SHUT OFT BRKa Pn`,c, •c' y; �� DsP Ns R z l t I3 r- • ArE v v T PUMP '2 500 ' ® 2 ;,p,4I 1 SPAC iUR9�: MP 2,SOOi 12 1 1 - � i )r - - - GAS CONSOLE REOLIIR[p BY CODE G 3 a _. TURBINE PUMP °2 500 161 $ ° ACE E TU P3INE PUMP ° 2 1 ® - -- N OF _ I® SPACE f .i I O ■■ IS SPACE ' 11' _CCA'10 - -_ q O W , z SPACE _ 111.11 �"7'n ■■ 'SPACE SPATE �■ 1 , 7 I i - ,SPACE INTERCOM 1 1: y , v ■ ■■ • ■ ■ SPACE , SPACE ' Mg M SPACE P II-3/4. GASOLINE EMERGENCY 1: SHUT OFF WHEN REO'D. -- 1 1 '�/J 01 - ' n .11 J 2 'SP 1•111 1•111 I -- SPACE \ ONE PER DISPENSER SPACE -�■ ■n® 22 SPACE SPACE I I ` 'Z • N SPACE N ■ ■ ■�® 1 SPACE 25' SPACE I + �- ;SPACE I -fA5 - FGIST ER } y SPACE ® '� I I SPACE SPACE I �n2 � 22 $PACE I SPACE Y)2] . 1 281 ISPACE -- - -- `- I � I 23 I I .I PAC ❑ � �I S • SPACE M 0 v, 01 1 I 1 - 1 ISPACE SPACE I / 27 SPA MPS I I I � _I -3/9' CCIOUI T, / 4 D O 1 `Y ONE PER DISPENSER ( W IwATTS: OA- 2,500 aB -500 \ ! aC = 1.500 I 'T' WATTS: a1. = 3.000 B- 0G= 1,500 TOTAL WATTS = 4,500 AMPS =18.7 AMPS /LEG (USE .001.1 y 1 rt.- F 1 RAT = 4,500 AMPS =!9.T AMPS/LEG (USE IOOA) J 1 , 1 - -'L - MOUNTING SURFACE PANEL 'F' IVEL TAI MAIN MLO 1 MOUN T!Nr, SURFACE _ PANEL 'F (WYE( - ❑ I < EFT'SS • -- .. _.. _._ - -_.- _. , - -- MAIN 20Jn 3P MLO 240 VOLTS I PHASE 3 ,_ WIRE BUS 2001. 208 VOLTS - I q 2001. I -_" 1 SOJT HLAND PLANS TO ':NS A L OIL ADVANTAGE MPD WITH THE CARD READER .N 5SP .ER (GRIND) 3.„- PHASE WIRE BUS_ - TION, CONTROLLED 0• A Of AS CONTROLLER.A S AN)ARD GILRARCO MPD REOURES NINE (9) GHTS L R M B C C M RIL RAT 'NAT G LIR M B C -� B V R L -� AIR S TOTALING c.LETEN WIRES THE ADDITION OF t WHEN CONTROLLED BY AL: `GAS, REQUIRES TWO (21ADDI.ONA'_ RUITAGE TI R 11 !I 0 1 E1T _I WATTAGE j ' T!1 BPD W'1H CR'.NO. REFER TO THE WIRING DIAGRAM INCLUDED WITH LOCATION a1. 08 �G C $ K R R K S C G g1. 08 aC LOCATION LOCATION WV TA EWE Ii IE R 1 1 I R IS . I ALA WB OC LOC<. HON EACH DISPENSER. u • G C 5 Y, R R K 1$ C G C C C C CI ABC C C I 2-3/4' CONDUITS, A C I I C CANOPY LIGHTS .500 - ■ ■■m■ 20 1 500 CANOPY LIGHTS ANDPY LIGHTS 11500 _■■■� I L; ONE EA. PER INTERCOM TIDEL TANK GAUGE AND SENSOR _ • -■ . - 202 1 1500 F ''250 INTERCOM CANOPY LIGHTS 1500 ��, 2 20 CANOPY & LIGHTING BACKBOARD W/ COMPONENTS INCOMING EINE FROM CANOPY LIGHTS 15_00 ■ ■®i , ,, . 0 I ! ■■ mAmm�25 !'NT ERCOM MAIJUA PREPARATION D RO BE FOLLOWED. OWEDn CANOPY LIGHTS -= \INSTAL(ED BY OTHERS TELEPHONE CO. - POLE LIGHTS - ■■ ■ - R 20 j I 'S00 CA`IOP LIGHTS CANOPY LIGHTS I POPE LIGHTS CANOPY SIGHTS ■ 7 ©�,■ ■_-1500 CANOPY LIGH IUEL n' 800 678 -7577. ■ ,_ - -- 9>, LIGHTS Too �n� "�� _ m 1 Dm ao CANOPY LIGHTS I LIGHT i RS2.32 _. ID 20 Isco�+ CAN C, Y ' .GHTS POLE LIGHTS 1 500 I 20191 IS 20. . 1500 - 1CANO \ RING NG POLE ScN -� = j■m � ® 20 _ 1500 GAi GHTS POLE S 7 1 500, II 20 1 12 m■ -1500 CANOPY LIGHTS1 i E , TIE I . 1 I 1 - 7 I. POLE L � J a VAC, 'n- --■ml3 . 'w ;SPACE 1 AIR 0 TALC. X500 20 14 I NM SPACE - A R I I . 1611 8 . I 1 I I SPACE -SPACE I SPACE IsPA E 1 1 111 � I ■ sPA - ~1--TELCO SPACE •111111/..... 1 1 ::IB SPACE - / Q SPACE - IV . IO I . stun j L PACE - z ■� !SPACE 1 REV nnl■ 9 - 2 2 _ oLN Boca `ELCO }- W SPACE __� 1 ' 1 S ACS 21 221 SPACE MODEM ■ : SPACE SPACE I- 1 SPACE aMINAL Blsca: 0 lE 23 I 1 X2 6 1 SPACr J cPACE 1 „ 241 _ _ �. 2 OOE BOCK -_ BLOCK ' O D 26; SPACE L . J _ ■■ 27 m ,sPACE SPACE - J 0 ' . a TT PACE ONE SPACE ■� ■n 3 0, 1 ! I SPA` SPREE 129 7 <7 c 1 j SPACE BACKBOARD I I • SPACE ■■ 39 I I I S PAC E IS E - 1 ! � i ! I 1 SPACE -___ _ ��1 1 � �J 1 w P ��■■■ a ac_ tE3 , .- -1 I I Q // � �S . ACE i ■ - -._ J _ LJ Cr Cr) - f your', F .- SPACE - 4 1 I- a „SPACE SPACE I 1 r r 42 � : (sPACE 7 -,: BY corcrancro9l . 1 1 . 1 wATS: _ma= 9500 ac- ],]50 Iv1AT 15: z1. 6500 ae - 4.is0 _ zr, 6.00E-----1 OI ELECTRICAL CONDUIT SCHEMATIC PLAN r ❑EI SORE I .. 1 ` OT A L WATTS = 17,250 AMPS =4 92 AMPS /'-EG (JSE 200A1 to R lO - - -I � _ - 1 I,OJ PHONE I TOT AL WATTS 7.250 AMPS =71.98 AMPS/EEG (USE 2001.1 CO T E 1 I L T ----1 U ■ V A `A ORS. A EYE ', '7EL . I j I 1 V TANK LANAI TANK - J 120/208V 3l?' 4W � L - E J I °! °2 ° 1 `zJ ELEC. SUPPLY Li u TILIT CO. - OR L -18 - NEUT BY ()GNI TOR J LI TRANSFORMER 120/2307 30 4 - -V i0 W IRE N SOLE SEE SCHEDULES NOTE: F SINGLE MAIN SWITCH REOUIREO 5 r GROUND W n ( GROUNDI CO BY AL HORCT.ES - INSTAL. 600A 3P F/$ _i O TIDEL TANK MONITOR INSTALLATION C T'S & METER • 'M - . OR D -. A & 4 00A 3P F/S FOR RYE SERVILE - - -- - -- 1 CONNECT PANELS FROM AIREWAY. (F,, .EON MAM1JFACTURERS SPECIFICATIONS) SERVICE CONDUCTORS co�tiTa as •' - -- -- - -- I LiCHTTNG - EXTERIOR B 1 200 /200 YIP \ 60/50 R'P 1 "H i ° 1,- - - -�I _ - -. -_ _ -_ / - -_ �_ -+ -�. A T -.. SIGN 3P / `TOR '2 1 ( WHI IF Wi RED 12P -_ 0 0 ,IEEE 1 CONTACTOR 1 f- r' LET TER'NG! 4 °4/0 3- °300 3 °4/0 �� 3 °9 6 WYE DELTA DF.L TA -WYE DELTA -M YE� 2/2'0 3'C 2'C C cr- - + -I- Q 2 Po o /300 wP� 4/0 f ;ON HOOF( rL -s A D ' R5003STr uN h RO N 3P 200/60 ! 1 ' _ 1 1 ` - ZP 200,DOS WP (DEL TA/WYE) ° '� - - I l �� r -13 r 1 ti Y ONLY R ER, H CE Ati IT IS:: ,.,; EMERGENCY I (4 \ (/ / ,� OTHERWISE SWITCH PU MP SHUT OFF I - -- 2I /z'C / DC , � z EL -vi UCLIA -WYE v � -1 x 91 1 f i I 1 J p_p •D'.) i^ PANEL B(:ARD� '1. Y 1 - - -... ___.._ ` PHOTO J 1 1 L ) }- s1. T Y T CHNO.^Gr • 4 1 1 ��I B Y P A S S IFOR VAIN' - ; I ( T ! T 1 ' ! T 9r - - A oNU c. 1 , 1 1 EMERGENCY c1. ^CL :Nr � � 1 SERVICE EouIPM� _ PAR N� ST 9,13 1 �I' PANEL ENnnLE Taoue. 1 PANEL PANEL ! PANEL SHUNT TH IP SHOOTiNG ONLY) I I 1 1 1 1 I I �, ; SWITCH I L j . 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I I s , AUTOGAS e —� W Y X In ❑000n000a000000❑ l 1 \ E, °2003zs I I f Z Q)1'--1 I O.,s,OSIOII,I,LISIO - _ D)x 3.50 " (H) z _ P °200 325 \ -- - -- I UNIVERSAL w " OJ OWE P OWE _ DIS Z a ■ • DIAL T k _ _ BOX TRBUTLON �- S • WEIGHT: 17 POUNDS of > _J -- MODEM P 1 {N R� MODEM ( Two BOARDS/ I �.IR III ~ 1 MU \ sINCFE J d • POWER REQUIREMENTS: U N 0 � SINGLE RECEP' I RECEPTACLE � ' - 120 VOLTS ALTERNATING CURRENT INTERFACE Q .o, �'�� ASSEMBILES , Ir- \ SOLA ° � , - 2 0 / 60 HER �� o a assEMBILES so:_A i 1NTERPpcE rl 0 q t ` - 10-20 AMP CIRCUIT BREAKER 'FOR ISO REGULATOR) ® ® s CONDUIT 0,— IsoLAT1oN� CoeoulT IsolaroN s 1 - DEDICATED SINGLE RECEPTACLE REGULATOR FUELING ISLAND REGULATOR FUELING ISLAND a '� • SINGLE BOARD COMPUTER UTILIZING A MOTOROLA 6809 MICROPROCESSOR u �2g USER - SUPPLIED •1 • . • + • EPROM CHIP RESIDENT SOFTWARE L USER - SUPPLIED � 4 CONDUCTOR Crl _ — ; L 4 - CO N D U C TOR �� .s -AWG sHEILDE m OJ' _ - = J I IB - awc sHEILCEO m " g �� • 48 OF ON- BOARD, READ -ONLY MEMORY (ROM) V CABLE I U CI ; '� I! I = I I 1,=, z EAR?' l CABLE GROUND wED. BLACK, _ _ ceouN �� FRED. BLACK, �o_ • 64K OF ON BOARD, RANDOM- ACCESS MEMORY (RAM) 'WHITE. GREEN y =O r WHET E. GREEN _ �' a m I.F�` 1 _ � O F - OBI ONG. N,, LOGGER PRINTER — I IOGGER PRINTER • I Itl I TS-IDOO ____1 TS -1000 lK o P. m a I s -I000 00 o • , — •EMERGENCY BATTERY BACK-UP OF RA occ.00 H FOE ATED S E_D CONTROL ER CONSOLE HARDWIRED OLER CONSOLE • POWER FAILURE PROTECT/RESTART CIRCUIT ro SHOULD �ou'r" DEDICATED BE DEDICATED SOULD BE 0 CO 7 a • :2 -20 AMP MOUNTED 1 2 - 20 AMP MOUNTED O LJ " Y w - • '2 BREAKER NEAR THE BREAKER NEAR THE • INPUT /OUTPUT DATA COMMONICATIONS PORTS c 4 CONT UNIT CONTROL UNIT Z m v O( o • INTERNAL DATA COMMUNICATION PORT ACTIVITY INDICATORS Pa : V AUTOGAS TS -1000 LOOP INTERFACE /UNIVERSAL D -BOX CONFIGURATION AUTOGAS TS -1000 LOOP INTERFACE /UNIVERSAL D -BOX CONFIGURATION a to M W I -12 PUMPS / FUELING POSITIONS 13 -16 PUMPS / FUELING POSITIONS a w -W~ x NOT 10 SCALE ' NOT TO SCALE F' GRIND DATA 510 CONTROL UNIT \ UNIVERSAL DISTRBUT ION BOX PUMP DATA I S.O CONTROL UNIT PAO-242 GRIND == E. (MUST BE CONFIGURED FOR / 7- -- - D - BOX DUAL INPUT/ LLL /// �I CONTACT AUTOGAS A MINIMUM 48 HOURS PRIOR TO START UP 1 AUTOGAS � " 1 AU "� I: II _j GRIND DA TA OF EQUIPMENT, l c000l]po e OOO12C]oos POW Ts -1000 DIAL �� Mi \ /! ��_� ® CHECK PHONE LINE TO BE OPERATIONAL. MODEM 1y P+ a ! DIAL� p 11�■I'R © CHECK DEDICATED CIRCUITS. /� • I SINGLE 1 111 4iIiI I 1 Tr RFACE SINGLE lilli,■k I (A0 G I RE I • I ASSEMBI(.ES O RE EPTACLE r I ASS E MB A ILES � ' I l S. '�111J I� L_ 0 1 I - i \ 1 IJ ' �� J I' ,'' - -_ - I SOLA Q co DL 'SCAi!ON _ _� J-GI J GUUpTG4 FU LINE S SAND i CONDUIT _ SOLATION REGULATOR FUELING ISL AND I— i 1 w t \ ` �l o USER C i / 1 THE PUMP CONTROLLER - CONDUCTOR _ kii° ` S - O:ID CTGRD L -1 O CJ I NEAR L � ':{ B E AU�OGAS CABLE SHEILDED m I =, ART ,= o CABLE ICED E m 0H t: o gg g 33 510 CONTROL UNIT- (RED. BLACK. O O iP I { A BLE A K /� c'ARTH 1 == Q GROUND F. _ GROUND WHITE, GREEN , _ - AH, E. -- O E7 U 1 J GREEN c iI CD LOGGER FRITTER H 9 J I OGGEP PRINTER 1 S -1000 IDOO vARD nRED /:0xo TS - i ROLER CONSOLE HARDWIRED P MP �� O DEDICATED 1 2-20 A MP C0� \.3e :2 - 20 MP BREAKER ONTROL UNI T J Q IS PORI PUGS - 2 OR PUD5-I AUTOGAS TS-I000 SERIAL INTERFACE /UNIVERSAL D -BOX CONFIGURATION AUTOGAS TS -1000 SERIAL INTERFACE CONFIGURATION NOT TO SEAL E NOT TO SCALE _ 510 CONTROL UNIT PAP 242 CRIN9 D - BOX - f - ,I '� Cu ,, -- C-17-1711 — I AUTOGAS ,, -RIND DATA Ii I I loaaWUQgc❑ ceoo C, ri - - -- l y a. I DIAL. D o' TAO-133 PLAIP T INTERFACE I NE - 1 BINDLE 1/1 �� \ s 'ASSEMBIL ES I Oa 1 UECEPTOC_E - Ii • 11� sC W 1 JI I 1 _ II I Nr s GT CONDUIT �' - - F - _ -- / J ��I =1 -� I R G TOR FRUN - e TER ' - -(.... ..( I USER SUPPLED � C n covo.;croR O 1 6 AWG SHEILDED m G CABLE 2 I E : I _ / E A4 . -. ._ / _ I (RED, BLACK. HIT GROUND :� k i- J( 7 _ - _ C E. GREEN / � � / LOGGER PRIROER — - HARDWIRED DED;CA I ED ''`___..-- __...... _.._ 2-20 AMP CONSOLE TL SNEAKER g i I Io RECEIVED g, (15 ...... cm DP Tulcwlu ,HEr i JUL261995 AUTOGAS CURRENT LOOP CONFIGURATION AG1 PERMIT CENTER FILE NAME: ]II- aGi.DGN NOT TG SCALE I Sneer 12 of 18 I - _. I .r..;, .�;.,,.Uvw .UDMr - ii nuaPo -. ._.:. =: z::.-�FRMN -- i6 .. .. . ,.I„ :t a . . . rv I I 7n TnTlml 1 fl IT � j 7�i hif � l } I I r "I� ITrli)r111T c 11 1711 1 1) ! I r, f - _: .... N I 1, ' , 1 ' 1, ' ,1, 1 ,1 I I II ,I ,:..,_.�._.. ___. 1 . .... _ -. .. I, - o N' ..RT � I ,,° � '. IF THIS MICROFILMED DOCUMENT IS LESS, f