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14030 SW PACIFIC HIGHWAY-1 2 3 4 a d 7 B 10 tt > 12 14 15 16 n 1s DRAWING IBEX M A-0 COVER SHEET A-1 SITE PIAN M A-2 CANOPY ELEVATIONS AND SIGNS CS-1 CANOPY AND FASCIA DETAILS C06273 TYPI„AL 76 DOME LOGO SIGN L L K K ..I . . . . . . . TOSCO MARKETING COMPANY III.. H E 1 t E �3 40 1 E it F F r� GENERAL NOTES GENERAL. DESCR FTK)N PROJ,CT DESCIPTION CON8TRWIl1ON REP. App(O,rL:1C _ 0; Tr aAno r 1. CONTINUALLY POLICE AREA TO KEEP PREMISES AS NCAT AS C�rldjttori�°lIY�lti�Orpy, X rpt t.t....,.;,,• 1. IN THE WENT OF DISCREPANCIES BETWEEN THE DRAWINGS OR SPECtFlCAT10NS, IN POSSIBLE DURING CONSTRUCTION. REMOVE EXISTING CANOPY FASC A MEL LEE I)nly thea work a. " '• THIS PACKAGE, NOTIFY R.H L. DESIGN GROUP, INC. IMMEDIATELY. Tn T �r PFRA"vrNO. Ntti rr; i 2. PRIOR HE FIRST DAY OF OPERATION THE CONTRA TOR SHALL REPLACE OR INSTALL IJEW DISPENSER AND ISLAND IMAGE PANELS. NO $uP v 11840 RENTON AVENUE SOUTH X107 "ZOO s WIPE DOWN "dSPENSERS AND PROVIDE CLEANING SERVICE TO CLEAN DECALS AND LOGOS �-� Letf;;r to.F , 9.g o4.? j$ Z. R.H.L. DESIGN GROUP, INC. SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR � � � � SEATTLE, WA. 98178 C '•��•••.... CHARGE OVER ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, UP ALL AREAS AFFECTED DUE TO CONSTRUCTION, INCLUDING BUT INSTALL NEW 4'-Om 76 IMAGE CANOPY FASCIA .,kj y, :'.. ,,,.•, SEQUENCES OR PROCEDURES, OR FOR THL SAFETY PRECAUTIONS do PROGRAMS OF NOT LIMITED TO SWEEPING THE DRIVE SLAB AND WASHING OF THE INSTALL (2) NEW 76 CANOPY LOGO SIGNS AND COMET DECALS (206) 723-4197 Job Addre-.s �a;s E E THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK YARD AREA. INSTALL 4 NEW AREA LIGHTS PER TOSCO STANDARDS Q -- --- ° -- t - ON THE PR `� (206) 723-4197 FAX yE cCT. 3. SAGE ALL WARRANTY CARDS AND CERTIFICATES. PAINT AS REQUIRED BY TOSCO --�Jc3tF, 4. COORDINATE CONSTRUCTION WORK WITH STATION PERSONNEL. (206) 227-8197 CELLS Jq�j 3. R.H.L. DESIGN GROUP, INC. HAS NOT BEEN RETAINED FOR REVIEW, SUPER- ARRANGE TO PAY STATION OPERATOR AN EQUITABLE AMOUNT FOR VISION OR, AOMINISTRATION OF THE CONTRACT, NOR THE CERTIFTCAVON OF PAY- ALL UTILITIES USED DURING CONSTRUCTION. I.J MENTS. CONSTRUCTION COORDINATOR SHALL BE OWNER'S RCPRESENI TIVE DURING 5. CONTRACTOR TO FURNISH PORTABLE TOILET WITH CLEANING. KRISTEN OGLES CONSTRUCTION do UNTIL FINAL PAYMENT IS MADE. THE OWNERS REPRESENTATIVE 6. OBTAIN AND PAY ALL REQUIRED ELECTRICAL PERMITS. 76 EROADWAY AVE. WILL REVIEW THE PROJECT do RENDER NECESSARY DECISIONS FOR THE PROGRESS OF 7 BELOW GROUND CONDUIT IN TRENCHES SHALL BE GALVANIZED AND THE WORK, EXCEPT AS SPECIFIED OTHERWISE IN THE ADDENDA TO SPECIFICATIONS. SACRAMENTO, CA. 95818 WRAPPED, PVC COATED AND RIGID OR AN APPROVED PVC SCHEDULE 4, CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN FIELD IS DONE IN ACCOR•- 40. (916) 558-7603 DANCE WITH ALL CURRENT APPLICABLE NATONAL, STATE (: LOCAL CODES, ORDIN- 8. CONNECT POS EQUIPMENT 1.-j REQUIRED. ESTAB!ISH LINK WITH (916) 508-7603 CAR ANCES & REQUIREMENTS BY GOVERNING AGENCIES, W.AETHER OR NOT SAID CODES, POS SYSTEM THROUGH G-SITE AND COMMUNICATI )NS SATELLITE. p� ORDINANCES, REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR g FURNISH QUALIFIED ELECTRICIAN TO CHECK OU1 ELECTRONIC (800) 759-7':43 PGR. p CALLEM FOR IN SPECIFICATIONS. EQUIPMENT OPERATION WITH THE GILBARCO REPRESENTATIVE. D 5. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS do FACILITIES TO REMAIN THROUGH- 10. COMPLETE ALL ELECTRICAL INSTALLATIONS FOR NEW OUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE. AT CONTRACTOR'S MODIFICATIONS AS SHOWN ON CLANS AND SPECIFICATIONS AND AS — EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY PER GILBARCO'S SITE PREP/HARDWARE INSTALLATION MANUAL. THIS CONTRACTOR'S OPERATIONS, TO THE SATISFACTION OF THE OWNER'S RGPRGSENTATIVE. INCLUDES INSTALLATION OF A SUB-PANEL FOR THE DISPENSING �1 C. GENERAL CONTRACTOR SHALL COORDINATE THE DELIVERY OF ALL. TOSCO EOUIPMENT WITH ONE SWITCHED NEUTRA!_ BREAKER AND ISOLATION ---- --- — SUPPLIED EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION of EQUIP- RELAY PER DISPENSER AND SUBMERGED -TURBINE PUMP, AND ONE MAW �� '� o' MEN't AT TIME OF DELIVERY AND SHALL NOTIF , EQUIPMENT SUPPLIER OF ANY DE— DEDICATED CIRCUIT OFF THE CONSOLE AND RELATED EQUIPMENT. f; FICIENOES r)R DAMAGED EQUIPMENT AND ARRANGE FnR REPLACEMENI. 11. START-UP OF THE AND THE GILBARCO FOUIPMENT WILL BE BY COVEROTHERS.. SHET 3 7. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN 12. !-OCATION OF ALL ELECTRICAL RISERS TO BE APPROVED BY TMC M ALL AREAS TO BE EXCAVATED. COM^ANY ENGINEER, ALL RISERS WILL BE PVC COATED, RIGID -- -------- C 8. CONTRACTOR SHALL COMPLY WITH ALL PERT1NEtJT LAWS, CODES, REGULATIONS, CONDUIT OR WRAPPED, i, PED, GALVANIZED, ELECTRICAL (, ''n'IIT EXTENDING SERVICE STATION NO. 4889 C GOVERNING AGENCIES dr MANUFACTURCR SPECIFICATIONS, UNL,"SS GREATER REQUIRE- A MINIMUM 0!- 24 BELOW GRADE. ^A� p p MENTS ARE INDI:,,ATED, OR ARE NECESSARY FOR SAFE WORKING CONDITIONS. --- _ _ _ 170M S �PACCIRC F"IWY. p� 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS F AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH ARCF-111ECT ABBREVIATIONS VI MrTY MAP ---' -- --- -- -- - j THF WORK. -- �— - — �t r ssaaom TOSCO p 10. IHE GENERAL CONTRACTOR SHALL APPLY, PAY 'OR, AND OBTAIN Et ECTRIr AL HVAC I �_Foiloetfil _ y( d/� �ti RHL DESIGN GROUP , INC `� t ��} �� � CO. MECHANICAL, AND PLUMBING PERMIT'S, � $Wletne;i5t 11• R.H.I_ DESIGN GROUP, INC. SHALL APPLY FOR ALL PERMITS WHICH INVOLVE 1550 140th AVE. N.E., SUITE 100 E - EXISTING - " �+�1P �r DRAWING SUBMITTAL AND PROCESSING. . CLUDING PLANNING, BUILDING, FIRE, AND i_.&_WMarioSt r I � ••• - --- '�`', '�. A C� OF TOGO T10N B ENVIRONMENTAL HEALTH PERMITS. CONTRACTOR SHALL. PICK-UP AND PAY FOR ALL BELLEVUE, WASHINGTON 98005 o N.T.S. NOT TO SCALE ° �'"` � � � � a� � `� �' � � � zl PERMIT FEES. CONTRACTOR IS AUTHORIZED A 10f: CHARGE FOR PERMIT FEES. (425) 745-4677 - �` �r ,' ; a>r�n '`` ;4 ,V.• I. ;. T 0 8 C 0 CONTACT: RICHARD DUGIE N.I.C. NOT IN CONTRACT ,?� ,y ► 17. THE GENERAL CONTRACTOR SHALL PROVIDE THE TOSCO ENGINEER WITH ACOP- ' STRUCTION SCHEDULE PRIOR TO STARTING THE WORK, SHALL PROVIDE A QUALIFIED CONC. CONCRETE 1 IC I- - ARM bV= a BIYGIN�B UG • ENVIRUN1 M&L SBRVICES JOB SUPERINTENDENT THROUGHOUT 'THE WORK, AND PROVIDE TOSCO _ - ill' 1WI. l - p t WITH PHOTOS SHOWING P!PING AND ELECTRICAL TRENCHES PRIOR TO BACKFILL, AND "— ; ,1 S rs ` 1550 140th AVENUE N.E., SUITE 100, BELLEVUE, WA. 98005-4516 U.G. - UNDERGROUND �F '- i......�_._`. �.. 1 aH �we Inc TEC. SHALL. PROVIDE A SET OF AS BUT! 1' MARKUPS AT COMPLETION. SwG"rdeSt -, _ __._ ... -... . - __.- (425) 746-4677 FAX: (425) 746--6836 OWNER/DEVELOPER ' °, I ---_O.C. -- ON CENTER F*4L- RLV FEW IM'TU►L D�A7E DATE: 08/04/99 .r 13. THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGNS PER -----•----- - -------- --- ! � � � I��� i OSHA REQUIREMENTS. EA. - EACH o i . PRELIMINARY TOSCO MARKETING CO . L PLANNING DR. BY _ 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE C'LFAN- er " LINESS, INCLUDING PROVISION OF A DEBRIS BOX WITH REGULAR SERVICING, REMOVAL m A OF ALL CON TRACTOR/SI!QCONTRAC TOR REFUSE AND DEBRIS, AND SWEEPING OF THE 1500 N. PFIEST DR. -- - - STEEL BID O ENTIRE YARD AREA AT THE r'OMPLETION OF THE WORK. i ••••. + . f-:..13Wr�Erttb I I APPA•• Z PHOENIX, A� 8, 072 GENE PERMIT _....... .......�..... S� ,. �-. , ...., _..„�,.. ....._-__.,� _i � GENERAL 81D � --- -- A 15 till. PROCEDURES, TESTING, MATERIALS, LABOR dr EQUIPMENT SHOWN ON THF PLANS CONTACT: JOHN PATTON CL PERMIT REV'S _ RHL / 3779.10 Z SHALL BE FURNISHED AE: INSTALLED BY THE GENERAL CONTRACTOR. UNLESS NOTED SWA%genRldRrL!Dr;` SW' - Dr I SHEET OTHERWISE IN THESE PLANS. EQUIPMENT OR MATERIALS NOTED ONLY AS "FUPs11SHED Pacific Hwv. 14030 CONSTRUCTION — o� BY TOSCO" SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. _ _____ v1 BUP1999 00398 Do not use Browing f ---� SW£att.te Sit t of 5 for construction A-0 P . ...T..��,.. O"W. rw�r,,..s.. 4 1807�;,ve5ysttim tn0W Coto..C,1 7 Nai•T ',i SW Hood Vlaw r :- unless Ir1ltlOied 1 2 3 4 6 Q 7 8 10 tt 12 I 13 14 113 111 17 is NOTICE: IF THE PRINT OR TYPE ON ANY 11 1 111 I I 1 1 1 1111 1 11 I III 11 1 I I 1 1 11 I I l l l u l l l l I l l l I i l I l l l I l l I l l l I l l I (l! I IIII 111 III Jill IMAGE IS NOT A5 CLEAR AS THIS NOTICEIT I 1 I I .3e IS DUE TO THE QUALITY OF THE No �.��.;.�.,. ORIGINAL DOCUMENT £ 8Z 8Z LZ 8Z �Z t'Z £Z Z I7, ji 8tLI 9I 9i t+i £I i81INII11�{1111111 1 1 II� ( 1111111111111 IIII1IIII IIII�IIII�III �i�,� 11111111 IIII�I IIII IIIIilllllllllllllllllllllllllllj (I I I I Ili1WlU.11l�llllllllJ.l I� Ill II NII 1 2 , 3 4 --- —!S ter. 1 - -- - - - � d � T � a � � � 10 12 13 , 14 15 1d 17 'le KEY NOTES M O.O =1 EXISTING 76 CANOPY FASCIA TO BE RFMOVLD SEE DETAILa SHEET CS 1 1.2 INSTALL NEW 4'-0" CANOPY FASCIA WITH CANOPY LOGO SIGNS AND COMMET GRAPHICS, SEE DETAILS SHEETS A-2 do CS--1 I. EXISTING 76 BALL SIGN TO BE REMOVED. REPAIRED AND REPLACED 1.4 REPLACC/INSTALL (4) NEW 20' 40OW LSI "ARD UGHTS PER TOSCO STANDARDS, SEE DETAIL Al SHEET A-1 L L K K o - J f II I 1 I i I I I 1 I I I I EXISTING BUILDING I I I I H " I I I I I I I I I 1 I I I F]40 I O I I 0 1.4 0 o O Q lr I � 400 W ESI YARD LIGHT o • L_ C�_J F � >► \ F EXISTING C kNOPY / 1.2 1.2 SECOND LIGHT FIXTURE MOUNTED 90' t'R 180' FROM FIRST FIXTURE, WHERE OCCURS. SEE SITE PLAN E E 5"x 5" STEEL TUBE POLE BY FIXTURE MFR. FACTORY 'b J x r o S.W. PACIF=IC HIGHWAY -- -- in 0 Q N F 8' J PULL HOLE iN POLE WALL W/ 2"x 4" RAINTIGH'r OR GASKETE COVER. SEE ELEC. DWGS. r G BASEPLATE COVER OVER 0 ANCHOR BOLTS W/ LEVELING MAW DATE FiEV1131CW48 IP.TIAL NUTS do BASEPLATE ON DRY DRY PACK GROUT, PAINT BASEPLATE TO MATCH POLE SITE PLAN < -- (4) 3/4"o HEADF.0 ANCHOR b BOLTS O 9" O.C:., (MIN. 16- C EMBEDMENT), SET ANCHOR S STATION IVO, 4889 BOLTS W/ TEMPLATE PROVIDED C _ �-- (3) #4 TIES O 4" O.C. 17000 SwW�PACIFIC HWY. SLOPE TOP 1/2" TOWARDS OUTER EDGE ALIGN WITH TOP OF CURB TOSCO _ -7F AW113 AND �C3 CO. YARD SURFACE RE o NAT. A OIVEM OF TO®CO 0OFFORATM GRADE- �-=.fFe-n' & UCENSEE OF BF OL B TO000 g I d_ 3/4"0 CONDUIT. STUB-UF 14" BNGINBeMG r BNYIBOMMAL SM(W ABOVE CONCRETE FOUNDATION e 2'-0"0 CONCRETE FOOTING W/ 1550 140th AVENUE N.E., SUITE100, BELLEVUE, WA. 98005-4516 V _ .L•___ 1. SLOPED,TOP & TOOLED EDGES TEL: (425) 748-•1,R77 FAX: (425) 746-6836 N �► b • --— (4) N7 JERTICAL. BARS _ f0•1- RWIIEW WATIAL DATE DATE: 08/0$/99 • I � PRELIMINARY V- - 'F� 30 - #4 HORIZONTAL 18"0 REBAR 10 5 0 !- -- 10 20 30 PLANNING DR. BY: HOOPS O 17." O.C. STEEL BID 2�-0' — " APPR.: 2 p, __- - _. _ M q �e O>t1 BLD(; PERMIT I GENERAL BID_ A - RHL # .3779.10 PERMIT REVS z _ Al Y ` __�An�{.y� uGHT Pacific Hwv. 14030 CONSTRUCTION SHEET Z BUP1999-00398 A-1 Do not use drawing Ix 7T 2 of 5 for constructlon unless initialed 1 2 3 4 LS !! 7 B 10 t1 12 13 14 18 1!1 17 113 • - +'k6s»..e .—. ,. ,,, .. .. „,a,,, ... ., ."..,�o....M...,...........w....r.......o..,.n..M....M..w- .. �II�M�NI�ALs,MN^ N. NOTICE- IF THE PRINT OR TYPE ON ANY III I I f III III III III III I III III III I i' 111 III I I1 III III I I f III I I III III III III I(I III III I i III III III III III III III I I III I I I I I III III III IIIIIII III III III (I I' 1 14I �I 1 16 I I �I' )1.(" IMAGE IS NOT AS CLEAR AS THIS NOTICE, �_- 1 _- _ -- 1- ------__ l L ------- -- 1--- L----- 81_ -�L — ._-��1----- L. 11h I 1� / IT IS DUE TO THE QUALITY OF THE _ _ Na 3e ��r•�•. .+.�.w,• -►-II III4I^III► IIII�IIII IIII�IIII IIII�I-II � ---� -� TZ � - � � � � � Illllli 8_- -8_ L 9 OZ- 8T- 8 9 i tORIGINAL DOCUMENT ti'll, —SIZll1llllZ ►IIIII IIIIIIII IIIII911111 [l Ilil�llll IIII�IIII I �l �11 1 111111 I I II Ilhllll a s e e e 10 ti 12 1 13 14 >s +e n is 24'-0" - KE 1 NOTES 24'-0" _-_-_ OMET LEh:TH � 1/2 LENGTH OF CANOPY 12- 1" � _p" --`_=-- — -____ �-•--- ----- _—_-=- M FXISTiNG CANOPY I —� — o.o M INSIAU_ NEW 36" DIA. INTERNALI Y ILLUMINATED 76 LOGO SIGNS PER DETAILS SHEET C062 7 3 TYPICAL 2 PLACES. (SIGN CONTRACTOR). M 1,2 INSTALL NEW LSi "SQUIRE" CANOPY UGHTWELL FIXTURES t ='. 3 � INSTALL NEW 76 ORANGE VINYL ACCENT Al- BASE OF FASIA (SIGN CONTRACTOR). 1.6 1!4 INSTALL. ALL 76 IMAGE_ PANELS, LOGO'S AN DECALS (SIGN CONTR ACTOR) 1.7 P13 L 1.5 PAINT CANOPY COLUMNS - TOSCO LIGHT GRAY L �6� INSTALL NEW 76 BLUE GRADATED COMET GRAPHICS (SIGN CONTRACTOR) _ 1.4 1.7, INSTALL NEW 76 CANOPY FASCIA PER DETAILS SHEET CS-1 1.5 0 .Ir K K NORTH ELEVATION NORTH ELEVATION J SOUTH ELEVATION SIMILAR WITH SIGN AND GRAPHICS SOUTH ELEVATION SIMILAR NTH SIGN AND GRAPHICS J `J1 EXISTING CANOPY ELEVATION A8 NEW CANOPY ELEVATION _ 1/4' - 1�-0" _ a 1/4' i 44'-0" I EXISTING CANOPY H H r 1.1 1.2 O 1.3 1.7 Ca: f 2` I I U i� Z � 111111111 !■ Wo 0 0 0 0 0 0 0 o 0 0 0 F F EAST ELEVATION EAST ELEVATION E WEST ELEVATION SIMILAR WEST ELEVATION SIMILAR 1 g E E E1 EXISTING CANOPY ELEVATION E8 NEW CANOPY ELEVATION 1/4" a 1,-0" — 1/4" ff: 11-060, mmmmmmmmmw �.. A c .s D g __- - -------1- D a.N N RAMAAMFK. DAT M iIEVINNOM N117AL CANOPY ELEVATIONS SERVICE STATION NO. X89 m 17030 SW PACIFIC HWY. MARD, OREGON N Q 41 n ' TOSCO m REFW 4G AND MAWE M 00. A DNON OF T08;0 CoFpORATION TOSCO & LICENHEE OF BL. P OB ARCgYITBffM - BNGIMRING - MMOMUNTAL SERWM P 1550 140th AVE=NUE N.E., SUITE 1GO. BELLEVUE, WA. 98005-4516 N TEL: (425) 746-4677 FAX: (425) 748--6836 F- f*i- FWMLEW WATIAL DATE OATE: 08/04/99 N f PRELIMINARY y PLANNING -— OR. 91': li X STEEL BID 6 A BLDG PERMIT APPIi.: A --- -- — — _ — _ __ __ GENERAL BID RHl 3779.10 PERMIT_REV'S_ CONSTRUCTION SHEET AlPacific Hwv, 14030 it? " I " — — -- -- --- --- -- -- -- - -- -- --. _,_— � ____ _ BUP1999-00398 Do notn ess ini a drawing A�� Cr 1 12 = 1 0 -- --`— 3 of 5 for construction 1 2 3 4 s e 7 8 9 12 1Ei 1+4 1S *5 ■ 17 19 NOTICE' IF THE PRINT OR TYPE ON ANY I- I l -I 11111 . 11 II111111 II1111111I111jIMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.36 "r �^* ORIGINAL DOCUMENT dE i 8Z 8Z LZ II III ILII il�III 111111 III I ill I IIII III IZ Z i � III 9IJ'i IT I JttIII1111III 9lI II1III61IIII�lm�Z1I111llllII ++ �III lll STRUCTURAL NOTES STD 1 . CODE U.B.C. 2. ROOF LIVE LOAD --25 P.S.F. — .3. WIND --80 M.P.H., EXPOSURE C � 4. SEISMIC ZONE --- 3 5. SOIL CAPACITY 1000 PSF ASSUMED. 6. CONCRETE FOOTING­ 4c=2500 PSI (MIN. 5 SACKS CEMENT PER CUBIC YARD) I 7. REINFORCING STEEL--ASTM A615, GRADE 60, FY=60KS1 i 8. HOT ROLLED STEEL SHAPES & PLATE--ASTM A36, FY=36KS1 9, STRUCTURAL TUBING---ASTM A500 GRADE B, Fy=46KS1 '10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11 . COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A446, GRADE C, Fy=40 KSI. 12. ANCHOR BOLTS---ASTM A36, Fy = 36 ksi EXIST. BRACKETS 13. ',MELDS---E70 ELECTRODES—ALL WELDS BY CERTIFIED WELDERS ® 4'-0" O/C 14. BOLTS--•-ASTM A307 UNLESS NOTED. 15. GROUT= 2000 PSI 16. CONTRACTOR TO VERIFY ANIS CONFIRM ALL DIMENSIONS AND CARRY BEAM CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES xx PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD— x ANCE WITH ALL APPL.ICAFLE CODES AND STANDARDS. — 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC O \ I U M PURLIN U Q x Y x x 20GA GUTTIER EXIST. DECK SCC?E OF WORK: ' 1 .) CONTRACTOR 1-0 REMOVE EXISTING FASCIA, BRACKETS, SUPPORTS, ETC. Arm a DOWN TO EXISTING METAL DECK, AND DISPOSE OF THE DEBRIS. cx st. a ascia Section 2.) CONTRACTOR TO INSTALL NEW "76" FASCIA AROUND THE CANOPY PERIMETER. <D2 ' - rr� r SCALE 1 1 -Orr 3.) CONTRACTOR, TO INSTALL REQUIRED ELECTRICAL SERVICE TO THE NEW FASCIA. 0 4.) CONTRACTOR TO RE-INSTALL ALL DOWN SPOUTS TO THE NEW PERIMETER V GUTTER. O 5.) CONTRACTOR TO FLASH AND SEAL, ON ALL CANOPY SURFACES TO MAKE � LEAK TIGHT. 6.) CONTRACTOR TO TOUCH UP PAINTED SURFACES AS REQUIRED TO REPAIR PEYZ'ON - TOMITA ANY DAMAGE DONE BY REMOVAL AND INSTALLATION OF THE FASCIA SYSTEM. AND ASSOCIATIE8 GUTTERSEAL 4— – SEALANT 954 Town & Country Rd Orange, CA 92668 #10 TE K S (TYPICAL) 20 GA. GALV. FLASHING Ph:(714) 245-4930 Fax:(714) 245-4933 I � CONT. L2x2x16Go. go in (14 rn I L3x3x 18Ga. LT. COOL GRAY FRAME ® 48"o.c. 3 ACM FASCIA .01 o ►-) 18 GA. BRACKET ® 48" C.C. SPOT WELD OR (3) - 3-#14 TOP SEAL FATENERS PER FRAME #10 SMS -- Z 00 W DECAL LAJ 00IL Ilk, CL P.F. ORANGE 3"0 LEADER w/ COVER -- Ld SOFFIT / GUTTER i 8„ g„ 10" Q Q C ) a � NOTE! Z Z LSI SQUIRE LIGHT FIXTURES Q OR ,APPROVED EQUAL BY V) ~ U) � ELECTRICAL. SUBCONTRACTOR. Pacific Hwv. 14030 CL r�0y BUP1999-00399 fV 4 of 5 v ' :D0 ■ ■ of WASf��M���^ ew76 Isc1aSer. tion 14 824 SCALE 1 - 1 -0 Ir \_ ,�; STD � 7p 44 "a�� 1 �11c) F N .-, \ cH 1. 1 , ;" DRAWING No. j ° per. CS it oRAWINc REwsION NOz9\. u0 . ^yl •.. w+,-;)Y.r�.iltlyML'.pR.,,,v:�-a-.�..rr.,:,r.,r�.,,.mcamt-.r......: .. ........_.... - _,,. . NOTICE- IF THE PRINT OR TYPE ON ANY I ' ll � I III � I � � � � Ili Ili SII III III I I I i I ! ' ! II III III III III I I lil III III III III III II ' III III III 11111111111 III " III III IIIIIII � IIIII � I III III ' IIIIIII III III Ilill ' I l IMAGI_ IS NOT AS CLEAR AS THIS NOTICEK 101l 1 I 1 I 12 I I I Ij I h I 7 I I y I I I _ - _1 l 2 7� ITIS DUE TO THE QUALITY OF TME No 30 ORIGINAL DOCUMENT i [ t I (�£ 16Z gZ__ LZ 8Z 9Z 6Z EZ Z I tZ O�Z 61R LT 8 ` 9�T 6l 8l 11111111111111111 I I LI IIIIIIIII II1111111111111111illlllllll ►IIIIIIII IIIIIIIII IIIIIIIII III! IIII�IIII�IIIi fill 11 111 lllllllll llll!Illl 111 l �i � Ili 11111111 I� II► I ►I III ►l I I �I II Io� I li III I I III ILII 11111111 IIIIIIIII ILII ILII IlI1LJll llllllul l►ll�ll 1Lla lll�>.���� II lllllllllllll l J.l III rel I o� I 8 3/8 -- -- 8 10 1 /Q - ---- L_ _j � � t 1 / O © O / 1 36 11 /32 / 36 1 /8 p (RETAIN R EDGE) / I I �, 1 � 1 I O O / O - -` SPECIFICATIONS 1. AREA IN SQ FT: 7 SQ FT 2. LUMENS: 8040 3. LUMENS PER SQ FT: 1149 4. VOLTAGE- 1 i 0 VAC 5. TO AL CONN. LOAD: 1.9A 6, CIRCUITS: 1-20 AMP 7. SIGN 1S TO BE WIRED WITH 14 GAGE AWM 105C PER DIAGRAM ON BALLAST. ELECTRICAL LEADS TO BE 12 GAGE MTW WIRE. SIGN MUST BE GROUNDED WITH 14 GAGE GREEN WIRE. 8. MATERIAL SPECIFICATIONS: ALUMINUM SHAPES 6063-T5 ALUMINUM SHEETS 3003-H14 STEEL SHAPES ASTM A36 STEEL SHEET ASTM A591 STEEL TUBE ASTM A500B 9. MAXIMUM DESIGN WIND LOAD: 30 PSF 10. EST. WEIGHT OF CRATED SIGN: 72 LBS EST. WEIGHT OF UNCRATED SIGN: 50 LBS 11. CRATED VOLUME OF SIGN: 17.9 CU FT 12. OVERALL_ 36DIMENSIONS OF SIGN:; HEIGHT; 36 INPI A S T j— T INF WIDTH: 36 IN. , INC. DEPTH WITH FACE: 10 IN. P.O. BOX 5.9043 DEPTH WITHOUT FACE: 5 IN. YJVOXVILLE, TN 37950-9043 13 I'OTAL LENGTH OF WELD REQUIRED 18 IN. DSCNR. ---VALIDATE: 9-25-97 SCALE: N/A 14 10TAL LENGTH OF WIRE REQUIRED 648 IN. --. D,R'N ICY• _VAL DATE: 9-25-.97 APP_'D PY.• --- Pacific Hwy, 14030 CH'K BY.- --- DATE:_ ----- - - DATE: _ BUP1999-00398 — s or 5 DESCRIPTION: PROPER"I�Y OF PLASTI-LINE, INC. TYPICAL 3f" DIA DOME WALL SIGN NOT TO BE DUPLICATED. CUSTOMER: UNSPECIF IEDRADII =_ .015 RT0SC0 __/ 76 TOLERANCES: - �T DRAWING NO. - __ ALL DIM ARE IN INCHES UNLESS OTHRWISE SPECIFIED. - SH T 1 OF 1 �i Co 6 � 7 3 _XX=t.03 .XXX=t.01 _ ANGLES=t1 NOTICE: IF THE PRINT OR T`''EE. ON ANY 111 1 1 1 IliL-111111111111IIIJ 11 1 I I I II i 11111 111 11111111 I ill III IIIIIII ! III III ' I I III III III III IIIMAGE IS NOTAS CLEAR AS THIS NOTICE, I I 4 I �� I 3 I I 8I ITIS IDUE TO THF OUALIT Y OF THE NO.36 >✓ 8Z gZ LZ 8Z SZ b'� EZ Z i Z u7. 8 t 8 t e Li � 1 j 1 T li 9 i �i Ell, !gill,! , E' 1ht1L1zt11 �lll ORIGINAL DOCUMENT NII