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10775 SW GREENBURG ROAD-2 5 I 6 ' 7 8 ' 9 � 10 11 12 13 14 15 16 17 18 DRAWING INDEX A-0 COVER SHEET A-1 SITE PLAN M A-2 EXISTING AND NEW CANOPY ELEVATIONS AND DETAILS CS-1 CANOPY FASCIA REPLACEMENT DETAILS L L K K TOSCO MARKETING COMPANY J J H a Q F - -- F GENERAL NOTES G - ' — - RAL DESCRIPTION PROJECT DESCRIPTION CONSTRUCTION REP. " 1. CONTINUALLY POLICE AREA TO KEEP PREMISES AS NEAT AS - 1 IN THE EVENT OF DISCRFPANCIES BETWEEN THE DRAWINGS OR SPECIFICATIONS, IN POSSIBLE DURING CONSTRUCTION. REMOVE EXISTING 9P BULLNOSE CANOPY FASCIA :RISTEN OGLES _ THIS PAFP AGE, NOTIFY RHI. DESIGN GROUP, INC IMMEDIATELY , .. PRIOR TO THE FIRST DAY OF OPERATION, THE CONTRACTOR SHALL REMOVE BP WELCOME SIGN AND (2) BP CANOPY LOGOS 76 BROADWAY AVE. RAL N SIGN GROUP, INC. SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR WIPE DOWN DISPENSERS AND PROVIDE CLEANING SERVICE TO CLEAN REMOVE ALL BP IMAGE DECALS AND LOGOS SACRAMENTO, CA. 95818 ` CHARGE OVER ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES. UP ALL AREAS AFFECTED DUE TO CONSTRUCTION, INCLUDING BUT REMOVE EXISTING BP MID LOGO FACE AND PRICE SIGN FACE SEUUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS & PROGRAMS OF NOT LIMITED TO SWEEPING THE DRIVE SLAB AND WASHING OF THE 916) 558-7603 E 1Ht CONIRACIOk, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK PARD AREA 916) 508-7603 CAR ON THF PROJECT INSTALL NEW 76 FLAT CANOPY FASCIA (800) 759-7243 PGR. 3 SAVE ALL WARRANTY CARDS AND CERTIFICATES. INSTALL (2) NEW 76 CANOPY LOGO SIGNS AND COMET DECALS ` 4. COORDINATE CONSTRUCTION WORK WITH STATION PERSONNEL. INSTALL NEW 76 IMAGE DECALS AND LOGOS , E kFII DESIGN GROUP, INC HAI, NOT BEEN CT. NO C` FOR REVIEW, SUPER- ARRANGE TO FAY STATION OPERATOR AN EQUITABLE AMOUNT FOR VISION OR ADMINISTRATION OF THE CONTRACT, NOR THE CERTIFICATION OF PAY- INSTALL NEW 76 MID LOGO FACE AND PRICE SIGN FACE MENTS CONSTRUCTION COORDINAVIR SHALL BE OWNER'S REPRESENTATIVE DURING ALL UTII_ITIE'_, USED DURING CONSTRUCTION. PAINT AS REQUIRED BY TOSCO CONSTRUCTION & UNVL FINAL PAYMENT IS MADE THE OWNER'S REPRESENTATIVE 5. CONTRACTOR TO FURNISH PORTABLE TOILET WITH CLEANING. Wit REVIEW THE PROJECT do RENDER NECESSARY DECISIONS FOR THE PROGRESS OF 6 OBTAIN AND PAY ALL REQUIRED ELECTRICAL PERMITS. " TNI WORK, EXCEPT AS SPECIFIED OTHERWISE IN THE ADDENDA TO SPECIFICATIONS 7 BELOW GROUrvli CONDUIT IN TFIENC;HES SHALL BE GALVANIZED AND 4 CONTRA0CIR IS RESPONSIBLE Tu SEE THAT WORK IN FIELD IS DONE 1N ACCOR- 4�APPEu, PVC COATED AND RIGID OR AN APPROVED PVC SCHEDULE .• DANCE N"TH All CURRENT APPLICAEiLP NATIONAL, STATE do LOCAL CODES, ORDIN- 8. CONNECT PUS EQUIPMENT A5 REQUIRED ESTABLISH LINK WITH ANCES do REQUIREMENTS 81 GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, POS SYSTEM THROUGH G- SITE AND COMMUNICATIONS SATELLITE. ^' ORDINANCES, REQUIREMENTS, EIC ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR -- — Y` - -- ---- D CALIED FOR IN SPECIFICATIONS 9. FURNISH QUALIFIED ELECTRICIAN TO CHECK OUT ELECTRONIC OUIPMENT OPERATION WITH THE GILBARCO REPRESENTATIVE. - ► 5 CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS ec FACIL i'S TO REMAIN THROUGH- 10. COMPLETE ALL ELECTi ICAL INSTALLATIONS FOR NEW - D ' + TUT CONSTRUCTION CONTRACTOR SHALL REPAIR AND/OR RLPLACE, AT CONTRACTOR'S MODIFICATIONS AS SHOWN ON PLANS AND SPECIFICATIONS AND AS EXPENSE, ANY E_XIS114G ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BYPER GI _ -- C'ONTRACTOR'5 OPERATIONS, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, E PREP/HARDWARE INSTALLATION MANUAL. THIS INCLUDES INSTALLATION SITLLATION CF A SUB-PANEL FOR THE DISPENSING 6 GENERAL CONTRACTOR SHALL COORDINATE THE DELIVERY OF ALL TOSCO EQUIPMENT WITH ONE SWITCHED NEUTRAL BREAKER AND ISOLATION — - SU PLIED EQUIPMENT THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EQUIP_ RELAY PER DISPENSER AND SUBMERGED TURBINE PUMP, AND ONE MARK DATE REV19tON8 IfV'T1AL MFNT AT TIME OF DELIVERY AND SHALL NOTIFY EQUIPMENT SUPPLIER of ANY DE- DEDICATED CIRCUIT OFF THE CONSOLE AND RELATED EQUIPMENT. ` Flr'IE'NCIFS OR DAMAGED EQUIPMENT aNn ARRANGE FOR REPLACEMENT. 11. START-UP OF THE AND THE GILBARCO EQUIPMENT WILL BE BY OTHERS. CO t 7 PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION of UTILITY SERVICES IN 12. LOCATION OF ALL ELECTRICAL RISERS TO BE APPROVED BY TMC VER SHEET All, AREAS TO BE EXCAVATED COMPANY ENGINEER. ALL RISERS WILL BE PVC COATED, RIGID �NiRACONDUIT OR WRAPPED, GALVANIZED, ELECTRICAL CONDUIT EXTENDING `• I'il1R SHALL COMPLI WITH ALL PERTINENT LAWS. CODES, REGULATIONS. c _ ARNING AGENCIES Sc MANUFACTURER SPECIFICATIONS, UNLESS GREATER REQUIRE- A MINIMUM Or 24" ESLOW GRADE. SERVICE STATION NO. 300 2 C MINTS ARE INDICATED, OR ARE NECESSARY FOR SAFE WORKING CONDITIONS. GENERAL CONTRACTOR 10775 SW GREENBURG RD ASEREQI RED OR INSPECCTIONSAAKDESHALL PAI NSPECTIONTIFEESGAS ASSOCIATED WITH ARCHITECT TKaARD, OREGON THE WORK -- - --- -_-- ABBREVIATIONS VICINITY MAP 10 THE GENERAL CONTRACTOR SHALL APPLY, PAY FOR, AND OBTAIN ELECTRICAL HVAC TOSCO - MECHANICAL, AND PLUMBING Pt-RMIIS -I L DESIGN GROUP , INC N - NEW 11 l N L DESIGN GROUP, INC. SHALL AFPII FOR ALL PERMIT'; WHICH INVOLVE R 1 r ;1RANI ENTAL HE 15,`,p 140th AVE. N.E., SUITE 1 OG AND PROCESSING INCLUDING PLANNING, BUILDING, FIRE, AND E - EXISTING; REFINING AND MARKETING CO. ��. B ENVIPONMFNTAI NEALIN PERMIT$ CONTRACTOR SMALL PICk-UP AND FAY FOR ALL B�LLEVUE, WASHINGTON �80C)ri ? � A DMSION OF TOSCO CURPORATM' PERMIT FFES CONTRACTOR IS AUTHORIZED A 10% CHARGE FOR PERMIT FFFS o N.T.S. - NOT TO SCALE �� ' & LICENSEE OF BP OIL (4 51 T RICHARD ��Q, TOSCO B .. THE GENERAL CONTRACTOR SHAH. PROVIDE INF TOSCO ENGINEER HATH A ION- CONTACT RICHARD DIIGIE NOT IN CONTRACTC N.I. . - 4� STRUCiIINV_ SCHEDULE PRIOR TO STARTING THE 'RORK, SHALL PROVIDE A OUALIFIED JOBWITH SUPERINTENDENT THROUGHOUT THE WORK, AND PROVIDE TOSCO WITCONC. — CONCRETE r ARCHITECTURF. • ENGINEERING • ENVIRONMENTAL SERVICES H PHOTOS SHOWING PIPING AND ELECTRICAL TRENCHES PRIOR TO BAChF!Ll. AND SITE j- 1550 140th AVENUE N E SUITE 1U0, 6E LLEVIJE, WA 98005-4516 SHALL PROVIDE A SET OF 'AS BUILT" MARKUPS AT COMPLETION — _ —'`� -- U.G. - UNDERGROUND p HL ORm? iNc TFI (475) 146 4677 FAX 4 OWNER/DEVELOPER r 2s> 74s-se56 i THF. GENERAL CONTRACTOR ;HALL PROVIDE BARRICADES 4N0 SAFETY SIGNS PFR _ OSHA REQUIREME _ O•C. - ON CENTER NTS --- -- — - RHL FIEVTLEW I1NIEf1A11- DATE DATE 09/07/99 LL14 TOSCO MARKETING C O EACH PRELIMINARY . EA. - _ 14 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE CLEAN- PLANNING " LINESS. INCLUDING PROVISION OF A DEBRIS BOX WITH REGULAR SERVICING, REMOVAL N� A OF ALL CONTRACTOR/SUBCONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF THE 1500 N PRIEST DR L BID TH ENTIRE iARD AREA AT THE COMPLETION OF THE WORK STEEL\ STEE j PHOEN!X, AZ. 8507 BLGG PERMIT IPPR` A =' ALL PROCEDURES, TESTING, MATERIALS, LABOR A• EQUIPMENT SHOWN ON THE PLANS CONTACT JOHN PATTI-!N GENERAL BID z -- — RHL / 5102 'U 3 SHALL BE FURNISHED do INSTALLED BY THE GENERAL CONTRACTOR. UNLESS NOTT:D PERMIT REVS OTHERWISE IN THESE PLANS EQUIPMENT OR MATERIALS NOTED ONLY ASFURNISHED 10775 SW Greenberg Rd - -- SHEET BUP1399-00422 CONSTRUCTION Cr BY TOSCO SHALL BE INSTALLED BY' THE GENERAL CONTRACTOR Do not use drawing 1 2 3 4 5 8 �... Tot a for construction ASO 7 unless initialed I 8 g 10 r I 12 13 14, 15 116 17 18 LEGIBILI iY STRIP O 2 3 4 5 6 7 .� 0mmz.iCm 8 9 10 1 1 12 13 14 18 17 IB 19 20 21 22 23 24 25 26 27 29 2c, 3r, ZI1 1 O1 JHOW91410a4 � ,i a, l�l ,.la.1 1 L �.>�lel t1 l>I�1.I Isla lel i.la �a.Ll�ll��a lea l.I.la��11_I Oz 25. `.1. - .. ,. ... P4••W,A'a�N, wn - Jnr,-.., n.+r .. ...._ . ... .. _.. -...._.,. ....... .... ..... ...... ._. - .,.. .. - .. _ Project: EV21, =A��1 A (O \) +,) J Peyton-PI'orr7ita -- - & Associates Client: _�"o S L O Structural Engineers Job No. Daic. Eng: -7(o �fi��l A ��rJ•-�pl, , LXX C_) k-X=> ►._-4_-r- c�-,cam. `,V \ I/ =(1.31( 1. 1 3��IL,4x 4'� t9� + STRUCTURAL CALCULATIONS P TOSCO BP TO "76" FASCIA , IL ALS CONVERSION ll.t'sl,,,.4N7.:gt"Y4 j • Zr;.4 'vLr'c3 1'4QF5 r7 (2 I:!i r, �t.6\ �0 ? ) 4 L a I G A 80 MPH WIND 3.5 Z IL vn EXPOSURE C - ( I.� I�+Y.�<�(q� �1. Toc, t;:.As►:I,,�� (I Lltvl lZ'�l'4 1 = I� +c 11r--- .e =Ljt�i 4 '1):/ V 2� FOR TOSCO . � c . t.1' 1.1-is ;.1 IC C4 I2$1L 1 -IZow 1 t -itr''�a Peron-Tomita & Associates -IIA 4 1-177� 954 Town& Country Road + 403 9 o Orange, CA 92868 tel (714)245-4930 $2A Lk- K,R/,- �c.,ssrt BS < Zov fax.(714)245-4933 0•,S P G, 195`` SSE. Ski- . Z 4- 1 1:- P2DF-, r�`IL, M�r'1C,ETr� i_N .► L Q �p E.PFyT i�)n..�_c•--rl u,J � F2 A r"1� e-P46 4 ���Ep PAOffff� q�o�w G� 3+s1o's V = 2�c�/� = ��+ < < �2�� !=c�� s2vz_ QQ� Oy 12 14,824 v� L0•J►u� C-2-1 I C�t,3 T No.3288 C.�o 1-01 3 t�14 c -TNR.0 "Ttn,O LIQ;4---Z_ Zu VA (t �' 3► 4 p�- I 1 q % Put.1._ u►�► 1C�f k < �9l CTO Q� �q,Vf0 F SFO E PE OF A� 'I SI f t��' E1ctINES l 22 �1 S»L'q(��, �� ¢►- $�L� ��L� t, 11175 10775 SW Greenburg Rd. pp -1 BUP1999-00422 w �xt I 3 0/ g 10775 SW Greenburg Rd. BUP1999-00421 2 of e - - 954 Town & Country Road Orange, CA 92868 Te!: (714) 24549.30 Fax: (714) 245-4933 PEYTON-TOMITA & ASSOCIATES 07/23/99 PEYTON-TOMITA & ASSOCIATES 07/23/99 EQUAL ANGLES (SINGLY-SYMMETRIC) WITH AND WITHOUT LIPS - AXIAL LOAD CAPACITY L 3 X 3 X 18 GA. ----------------------------------------------------------------------- INPUTS: A'= 3 in. C'= 0 in. ALPHA= 0 K= 1 R= 0.09375 in. L= 3.89 FT t= 0.048 in. KUrx= 35.06 <200 OK r- 0.11775 in. KUry= 77.55 <200 OK 1.BASIC PARAMETERS Ktt-t= 46.68 ro= 1.777 a= 2.85825 SIGMAex= 232.80 BARa= 2.976 SIGMAey= 47.59 C= 0 SIGMA t= 2.75 BARc= 0 BETA= 0.676 lj= 0.184868 Fy= 33 KSI 2.CROSS-SECTIONAL AREA Fe= 2.74 KSI Fn= 2.74 KSI A= 0.283 SG1.IN. ELEMENT W W/t LAMDA ROE B 3.MOMENT OF INERTIA Ix (PRINCIPAL AXIS) SIDE 2.717 56.594 0.882 0.851 2.311 REDUCED SIDE 2.717 56.594 0.882 0.851 2.311 REDUCED Ix= 0.502 IN.^4 rx= 1.331 IN. LIP 0.000 0.000 0.000 ERR 0.000 FULLY EFFECTIVE LIP 0.000 0.000 0.000 ERR 0.000 FULL`( EFFECTIVE 4.DISTANCE BETWEEN CENTROID AND CENTERLINE OF CORNER BARx= 1.011 IN. Ae= 0.244 SQ.IN. &MOMENT OF INERTIA ly (PRINCIPAL AXIS) Pn= 0.67 K Pa= 0.349 K Iy= 0.1026 IN.^4 ry= 0.602 IN. &DISTANCE BETWEEN SHEAR CENTER AND CENTER LINE OF CORNER ECCFNT (DAD APPLICATION: ,,6TANCE FROM BACK OF ANGLE TO CL HOLE= 0 IN. M= 0.000 IN, ext= 0.000 IN. ECCENTRICITY TO THE X2 AXIS ey2= 1.011 IN. ECCENTRICITY TO THE Y;_ AXIS TST. VENANT TORSION CONSTANT P= 0.195 K J= 0.0002.18 IN.^4 Mx2= 0.000 "K Pcrx2= 65.944 K My2= 0.197 "K Pcry2= 13.480 K &WARPING CONSTANT Cx2= 2.12 IN. ALPHAX= 0.994 Cy2= 1.08 IN. ALPHAY= 0.972 Cw= 0 IN.116 Max2= 4.677 "K May2.= 1.884 "K 9.DISTANCE FROM SHEAR CENTER TO CENTROID P/n.aCmxMx/Max*ALPHAX CmyMy/Mzly*ALPHAY SUM xo= -1.011 IN. 0.56 0.00 0.11 0.67 <1.0 OK 10.PARAMETER USED TO DETERMINE ELASTIC CRITICAL MOMENT j- 2 09 IN 10775 SW Greenburg Rd. 10175 SW Greenbury Rd B11P199E!-00422 5 of 8 BUP1999-00422 4 of 8 954 TOWN & COUNTRY ROAD, ORANGE, CA 9265-0 (714)245-4930 Z at 954 TOWN 8 COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 C I I!I i i I I I I!I! I'I! l l l I !!! I l l l l 11 11 1111 I rir...w.k nw s I I+gd.1M11� I YW`.... .Iw.+eulW'ehue( 1l w M u q T � III ILII II I '! "'' � '! 'fllll '! III III�IIII I " illl�llll�lllllll� '�IIII� I� 'I IIS LEGIBIL1iY S"fRiP o I 2 3 a 5 g � I 'lull �Illlllllli IIIIIIIillllllilllllillllllullllnll Ipmm.lcm 8 9 IU I I 12 13 14 16 17 I� 19 2U 21 22 23 24 25 26 27 �� QUI 30 �1 4. ` f CDi.l I I of NpNI saiOt '• III'III'�II1I'I `��I� "-" "�e1 _ I a I ; �l�1��i1 ,Wa;l� 1 1�1�1l1 Ll t1��1��z --,.,.. ,.......,r.K.waw...,.._.-....4....._.,.......-.�,�,w.�......_._._... r L. 1 2 3 4 5 6 7 8 9 10 tl 12 1 13 1 14 1 15 1E3 17 18 KEYNOTES 1 1 EXIST BP r'ULLNOSE CANOPY FASCIA TO BE REMOVED AND REPLACED WITH 76 FASCIA SEE SHEET A-2 / 1.2 EXIST BP LOGO LETTERS TO BE REMOVED AND REPLACED WITH 76 LOGO SIGNAGE SEE SHEET A-2 (TYP 2 PLS..) 1.3 EXIST BP MID SIGN TO BE REFACED. SEE SHEET A-3. ./ =4 EXIST BP WELCOME DECAL TO BE REMOVED — — N 31'00'41" E 12? 02' 1.5 EXIST. FLAT FACE FASCIA TO BE REMOVED AND REPLACED s - �- WITH 76 GREY FASCIA. SEE SHEET A--2 1.6 INSTALL NEW 76 COMET DECALS. TYP 2 PLS. SEE SHEET A _ EXIST. TRASH — _— --- �t� EXIST BP HIGH RISE SIGN 10 BE REPLACED WITH 76 LOGO SIGNAGE SEE / ENCLOSURE SHEET A-4 REMOVE "BP SNACK" DECAL AND REPLACE WITH 76 LOGO AND SNACK SHOP OVER BLUE BACK GROUND (TYP OF ? j SEE SHEET A3 S' ( 1,9 REMOVE BP CARWASH DECAL AND REPLACE WITH 76 LOGO T///v AND CARWASH DECAL OVER BLUE BACK GROUND - SEE SHEET A3 K H WITH �O• 1.10 � REMOVE YELLOW CARWASH �DECALS AND REPLACE /� \'` "�• WHITE CARWASH DECAL OVER BLUE BACK GROUND SEE K SHEET A3 sa \ /y / L-1 0-1 \ 4 02.08'44" \ P= 17000 I- f. 37' �\ CHORD= S 88'38'08" E 6 37' H H 1.2 16 --�1.1 - EXISTING CANOPY �\ ' EXISTING CSTORE STRUCTURE00 n J y 1.8 s. 1.4 1.s D14 lo IE 1 ''0'-0" 1.2 - 1.6 1.1 \ - -- - D 00 FIEVIII310N8 INM L. I SITE PLAN S 31'0041 W 142 86' _ SERVICE STATION NO. 30092 c 10775 SW GREENBURG RD TIGARD, OREGON -'-- TOSCO --_ _ REFINNVICa AND MARKETING CO. `~= ' A DIVISION OF TOSCO CORPORATION `-'--� & LICENSEE OF BP OIL --- --_--_.— �`— -_ \ TOSCO v ��� nVNEST ��N�UFjG -- --- � ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES ROgp - - 1550 140th AVENUE N E , SUITE 1Ou• 3ELLEVUL, WA 98005-4516 DBS 01t0V1 INC TEL (425) 746--4677 FAX (425) 746-6836 y,I { --.P&-IL FIEVIEW IWE ITIAL DAT [)ArE 09/07/99 d NORTH PRELIMINARY v 10 5 0 10 20 30 - UA Br x - PLANNING A STEEL BID -- 2 ff =1 of—off BLDG PERMIT _ --- APPR A GENEPAL BID RFIL N 3702.10 5 SW Green6urg Rd --- --- SHEET 3 BUP1999-00422 CON;TPUC110N PERMIT REVS 1077 Q� Q U use Q 3 4 5 7 sof a t wing A--1 unlessinitialed for Construction 9 10 11 12 13 14 15 18 17 18 y cm . - LEGIBILITY STRIP O 1 2 3 4 g g iOmm.i cm 8 0 10 I 1 12 '3 14 16 17 18 19 2.0 21 22 2"3 24 25 c6 27 28 29 30 6' Z I 1 1 OI 9 b HON 702! _ lel ll. I lilt l l�l��111�J� J.I.W.i1t [1.1tlajaoz I* *INN a lRY��M��+�l�,!'^+— a.M7n'.;,Iii .r.M+•:.....+.�•..«e+..,•.,-,n,...a, pop .. .. R+�n«'r'r....._......".......-v,.e....v...-.*..wrMr«�r�+.w+lrM,+.»y.�,.,.+... - wr•,,.+.-.•.,w--r.,......,.. ..,+.............,... .. ...... .. - ... ..... .. ...... . _..... .. .. .... ... ..........._ .._._...._.._ .. -. .. -. .. ..._ ... _ .,.._..... .. ..... -- .. 1 2 3 4 5 5 7 8 9 10 11 12 1 13 1 14 15 16 17 w + - --_ - ----- -. ---- ----- ---- 120'-o„ KEY NOTES M 1.1 EXIST. BULLNOSE CANOPI FASCIA TO BE REMOVED I i 2 EXIST NEON TUBE LIGHTING TO BE REMOVED SEE DETAILS SHEET CS-1 EXIST INTERNALLY ILLUMIi;ATED BP LOGO SIGNS TO FE HEMOVED t _�__ `- - -- -. --- ---- --- -- - t f YP OF 2) ( 1 L5 EXISTING FLAT FASCIA TO BE REMO'1ED 1.4 ) INSTALL NEW 36" DIA INTERNALILLUMINATED 75 LOGO SIGNS L LY TIPICAL 2 PLACES SEE SHEET C06273 1 2^ _15 INSTALL NEW LSI "SQUIRE" LANOPY LIGHTWELL FIXTURES SEE SHEET C;-t -�, 1.6 INSTALL NEW 'S ORANGE VINIL ACCENT AT BASE OF FASCIA (1 7_) INSTALL ALL -16 LOGO'S AND DECALS 1 8 NOT USED y 1 9 INSTALL NEW 76 BLUE GRADATED COMET GRAPHICS I 1.10 INSTALL NEW 76 CANOP'r FASCIA PER DETAILS THIS SHEET CS-1 K 1I WRAP EXISTING COLUMNS WITH SHEET METAL. FAINT TOSCG LT. GREY. ( 1.12 REMOVE EXISTING "WELCOME" DECAL I L I J i J 1 I EXISTING WEST CANOPY ELEVATION (i W['_.1 40 vA, •N '.1MI1 AN W 111 'd,N ANI) I,NAF'HI1" -- - --------- - ----- ------ ---- --- _.���,_ --- - ------ — - ------------ H 45'-0" ,I I fl(��000 L` 1 4_) 1.4 �/ 1 5 0 1.10 I 1.12 ----_- 1 7 ) '17 ) - DISPENSERS (E) DISPENSERS --DISPENSERS F -- -- _ �,- (E) DISPENSERS E El EXISTING SOUTH CANO`'Y ELEVATION CANOPY a E8 NEW RE—IMAGE SOUTH ELEVATION N L`1H EtIvnTluN SIMILAR 1/4" = 1 -0 NORTH ELEVATION ;IMILAR I 0. - - ---- ^ t __ - t • 0 COMET LENGTH = 1/2 LENGTH OF CANOPY ---- --- -- - - - - I Jul I - -- -- __- � AMAK DATE REVt9KD"S INfT1AL. T EXISTING CANOPY ELEVATIONS \ .t AND DETAILS SERVICE STA-11ON NO. 30N2 �= _w 10775 SW GREENBURG RD 171 TIGARD, OREGONv— +, TOSCO REFINING AND MARKETMA CO. 4 6 I A DMSION OF TOSCO CORPORATION J TOSCO & LICENSEE of BP OIL B + I - ARCH7ECTIIRE - ENGINEERING • ENVIRONMENTAL SERVICES - 1550 140th AVENUE NE, SUITE 100, BELLEVUE, WA 98005-4516 G r INC IEL (425 746-4677 FAX ) (425) 746-6836 F*-IL_ REVIEW WST1AL. DATE_ DATE 09/07/99 i PRELIMINAP Y PLANNING --' - - DP B r STEEL BID BLDG PERMIT - -- APPP GENERAL BID RHL N 31rj 1G Al NEW RE-IMAGE WES T CANOPY ELEVATIONS PERMIT REVS -- ---- - - - ---- - - ----- -- -- ------- - _�------�_-- - --- -- -- ----- - ---- ---- -- -- -- - 10775 SW Greenbur d wi_ -- - NEE t ,. - - - - - -- - -- --- ----_-.- CONSTRUCTION 7 gR t 4" - 1 -Q WEST ELE'/AT1?N SIAAILAF tM1H ICN AN[1 T -- --' - -" --- — —.___ _W -__.�- _ _ BUP1999-00422 Do not use rawi ,g A-2-^ AAE. :FAI'HICti H L 1 2 s� - --- - - --- - 7 of 8 tU7 construction 4 5 , 9 �� url9ss initialed 10 11 12 13 14 15 18 17 18 LEGIBILITY SInTP 2 3 5 6 7 6 9 10 11 12 13 14 16 17 i8 19 2C 21 22 23 24 25 26 27 28 29 30 25X .. 01 8 MON IIIif CYt OZ CD Q.�1.1lll�li l,J.�LI .t,l'L��I.I,I,L,I.�II.I.a.11. 1�11�1�.11.�1J�.I.X111.11�I1�II.,.I.11a1�1.�1�J.1�,��.�.11111.I,�1.�J.�1.�1a�l,lll►.��L�1�1.tJ�.�.�I�ilalll�lall..(,III� oa Ms7�!wr.x.rn...r.rs•.a.�aP�.•.re".a.. ... a1..MlMMI+ •��pr.+:n,no .. .. ,..,.. .. ,._. , ;. �s...i'h�•c...r.l/w,Mr/4rvnwnlMrr. ...�w� +riMlR*Y....,u..............,,_...-m.�..w,.t•k1�yMw'.wro•+n.nroi.�! ..r�,+o«......,..�..-wm. ..._... ..., --.. .__ .. -........, .. .., .. .. ,. ..._ , ........... ..._.._..._._. .....,..,. .,..., _ .. ... .. __. ........ �IIW' +sF 4 ` . J 9 4 b STRUCTURAL NOTES STDFAS 1, CODE U.B.C. a(D 2. ROOF LIVE LOAD --25 P.S.F. 3. WIND --80 M.F.H., EXPOSURE C i�ji 4. SEISMIC ZONE -- 3 5. SOIL CAPACITY 1000 PSF ASSUMED. 6. CONCRETE FOOTING--f'c=2500 PSI (MIN. 5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL--ASTM A615, GRADE: 60, FY=60KS1 °Q 8. HOT ROLLED STEEL SHAPES & PLATE--ASTM A36, FY=36KS1 6 1'200 GRADE= B, Fy=46KS1 Ln � 9. STRUCTURAL TUBING--ASTM A5 EXIST. 18 GA 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11 . COLD ROLLED STEEL SHEET, GALVANIZED----ASTM A446, rrE EXIS F. L 2 x 2 x 1 /8 x 38 GRADE C, Fy=40 KS'. 48' O.C. 12. ANCHOR BOLTS--t,-))M A36, Fy = 36 ksi 13. WELDS--E70 EI_ECTRODES-ALL WELDS BY CERTIFIED WELDERS 14, BOLTS----ASTM A307 UNLESS NOTED. EX11T. 24 GA GALV WITH 15, GROUT= 2000 PSI -/�- ACCESS PANEL TO 16. CONTRACTOR TC VERIFY AND CONFIRM ALL DIMENSIONS AND TRANSFORMER CONDITIONS AIJ� NOTIFY ENGINEER OF ANY DISCREPANCIES i PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- (3) WITH ALL APPLICABLE CODES AND STANDARDS. I - (3) #14 TEK SCREWS - cD R►'-10 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE 3 L 2 x 2 x 1/8" CONT. LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. EXISTING DECK a _ EXIST. 2" x 18 GA HAT �.. W/ (2) #10 TEKS 3 0 _ $� Z ZD TO DECK AT EA. RIB CL 2'-1 U 3l4" � �D EXIST. L 2 x 2 x 1 /8" CLIP N SCOPE OF WORK: U 1 .) CONTRACTOR TO REMOVE EXISTING BP BULL NOSE FASCIA, BRACKETS, SUPPORTS, ETC. DOWN TO EXISTING METAL DECK, AND DISPOSE OF THEExm DE©RIS.Is t. Bullnose ascia aSec � t� on � 2.) CONTRACTOR TO INSTALL NEW "76" FASCIA AROUND THE CANOPY Z SCALE 1 02 "=1 '-0" PERIMETER. Q 3.) CONTRACTOR TO INSTALL REQUIRED ELECTRICAL SERVICE TO THE NEW FASCIA. 0 4,) CONTRACTOR TO RC-INSTALL ALL DOWN SPOUTS TO THE NEW PERIMETER8 GUTTER. O 1- 5.) CONTRACTOR TO FLASH AND SEAL, ON ALL CANOPY SURFACES TO MAKE LEAK TIGHT. GUTTERSEAI_ 6.) CONTRACTOR TO TOUCH UP PAINTED SURFACES AS REQUIRFn TO REPAIR PE oN - TOMITA ANY DAMAGE DONE BY REMOVAL AND INSTALLATION OF THE FASCIA SYSTEM. AND ASSOCIATES SEALANT - - -' 20 GA. GALV. FLASHING # 10 TEKS (TYPICAL) 954 Town & Country RdOrange, CA 92668 Ph:(714) 745-4930 Fax:(714) 245--4933 CONT. L2x2x 16Ga.- _ _ -._ 4) (_J Ql � � 0 1 1 L3x3x 18Ga. r W i1 LT. COOL GRAY FRAME 0 4F3"o.c. N� � v- ACM FASCIA~ a o n 18 GA. BRACKET (9 48 o.c. SPOT WELD --` OR (3) /- 3-#14 TOP SEAL FATENER') PER I.RAME # 1U SMS DECAL W ao / m - LLJ / J U P.F. ORANGE 3"0 LEADER w/ COVER � SOFFIT / GUTTER 0- 8" 8" Q Z1011 0" U N Q L _ NOTE! LSI SQUIRE LIGHT FIXTURES OR APPROVED EQUAL BY Z� ELECTRICAL SUBCONTRACTOR. < CL U 10775 SW Greenbury Rd � t^ BUP1999-00422 V J R of R O IL 17 New 76 Fasciffia Section 4^ ,w�,,v is� ,'"f: / '\,`Q\�f�` '' Cc��•��'..S:rrr-1•. SCALE 1 ,� =1 -011 �, fir 14,824 .� \ �) ' JOB NO. '1. STDFAS /Z d r . , �- �°+0 // 1 t'' '+ ,r rr� � 7��J ' ORAMNG 40. t�riRE. 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