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SGN2010-00168 CITY OF TIGARD SIGN PERMIT Permit#: SGN2010-00168 COMMUNITY DEVELOPMENT Date Issued: 10/15/2010 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 Parcel: 2S102CB01802 Jurisdiction: Tigard Name of Business: AutoZone Business Address: 13407 SW PACIFIC HWY Applicant/Agent: Paulus, Jaylene Work Description: Installation of one(1) permanent wall sign 3'6"x 32'6.25" CG Zone 15% Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 3'6"x 32'6.25" Total Sign Area: 113 Wall Area: 1512 Wall Face(Direction): Northeast Sign Height: ft. Projection From Wall: 7 in. Illumination: Internal Materials: Alum Polycarbonate Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $164.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: .44 Permittee Signature: i .02 W-4-4 ECEtvED q City o f Tigard �� /.j c • C "YO{ Y'ICGARt,D Sign Permit Application _ , ^4F TIG RD GENERAL INFORMATION Name of Development/Project Site FOR STAFF USE ONLY ����� � � / Address/ Street Address ^ Permit No.: ‘560 ' 6 Rae L�,/f Location 1y , UI 1( A T�rt / Approved By: u 1}}d_g!�#''� City/State Zip //00/ R7OL_ Date: / O1(` L//0toName Receipt#: Property ' L\_ (� Map/TL#: J/�o�. 50 Owner Mailimg Address1 nor Suite Zoning: �_/ 1�\`` IS 7 Q � Allowable Total Area: City/State p Zip�Q Phone C;'��`.r�,G�1�� 1"1�, 4 rloa � Electrical Permit Required? igf Yes 0 No Tenant or Name Business C"•kl. D.Ione Building Permit Required? 0 Yes 0 No Name Rev.7/1/10 A is\curpin\masters\land use applications\sign permit app.doc w Sign `kt4er�,�, Co. Contractor Mailing Aildress Suite City/State Zip14 Poe REOUIRED SUBMITTAL ELEMENTS • ��•D-ckc k . ,:i • (Note: applications will not be accepted orest.,lCC000t.Board I icettse = Exp.Date without the required submittal elements) 6 y 0 I T Q-4/- // 0 Completed Application Form Proposed Permanent 0 Freestanding 0 Freeway ❑ 2 Copies of Site/Plot Plan,Drawn to Scale Sign Temporary 0 Roof ❑ Electronic (3 copies,if a building permit is required) (Check all that Wall 0 Other rr apply) size requirement: 81/2"x 11",or 11"x 17" 0 2 copies of elevations,drawn to scale New sign? 0 Alter to existing sign? (3 copies,if a building permit is required) Sign Dimensions:0 s I way X ren tV( _Ibi,II size requirement: 8t/z"x 11",to 24"x 36" Cr W kips Total Sign Area(sq.ft.): `�3"•��t s.z. .. ❑ $164.00 Fee (Permanent sign,any size) Sign Data Total Wall Are (sq.', I _iri ,� % ❑ $52.00 Fee (Temporary sign,any type) 1 -1 (Complete all Direction Wall Faces(circle one): V� items in this NOTES: section) N S E W NE NW SE SW Height to top of sign(feet): • Wall signs do not need to be drawn to scale, but must include dimensions of wall face and sign Projection From Wall(inches):PA-115a r placement. Materials: \� l `y��- • Wall signs do not require site/plot plans. Will sign have illumination? 14 Yes ❑ No • Freestanding signs over 6 ft. required a building Type: Internal DrExtemal permit. Are there any existing freestanding'or wall signs at this location, including wall signs that overlap a tenant space? P.W.4` (0 . , _. 0 Yes K No If"yes",a list or diagram of all sign dimensions and square (OVER FOR SIGNATURES) footage must also be submitted. City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 1 www.tigard-or.gov 1 Page 1 of 2 I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DA 1'LD this day of / .0--4D ,20 l o Si turd of Owner/A .. /enP 1, l kt-5 3 - 36q- 22 Contact Person Name Phone No. City of Tigard 13125 SW Hall Blvd.,Tigard,OR 97223 503-639-4171 www.tigard-or.gov Page 2 of 2 CITY OF TIGARD RECEIPT 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 180059 - 10/22/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010-00168 Sign Permit 1003100-43115 $143.00 SGN2010-00168 Sign Permit-LRP 1003100-43117 $21 00 Total: $164.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 2137 STREAT 10/22/2010 $164.00 Payor: Meyer Sign Co of Oregon Total Payments: $164.00 Balance Due: $0.00 Page 1 of 1 1 1 PREFINISHED ALUMINUM COPING COLOR: BLACK 2 SMOOTH FACE CONCRETE MASONRY UNITS SEE PAINT Q DETAIL SCHEME THIS SHEET - IV © WALL MOUNTED LIGHT FIXTURE © K1 Q PIPE GUARD WITH RED SLEEVE C EQUAL + 1 1 EQUAL i 1 0 MFG. WHITE EXTERIOR INSULATED FINISH - PAINT WHITE ! 1 ; I 0 PAINT MAN DOOR RED& METAL FRAMES BLACK —,/� �/ -/. +16'-10" DO NOT PANT OVERHEAD DOOR PAINT ANGLES BLACK J B.H. L�V�10/�:� 'l 6 g : -.-:-: J.B.H. O EXPANSION JOINT ' 0 ALUMINUM STOREFRONT - RED KYNAR FINISH `n `D �, �\ q\ �\ ��\ \ ® �. T�\T �\ , Q GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH � LINE OF FINISHED FRONT WALL SIGN 42"Cloud LStr /' --/- \ j U\ I \ 1E;;;'4 En � \ \\ \' ---/ ---- - - ____ - 1� \\ _ j / ,J FLOOR ® RIGHT SIDE WALL SIGN -42"Cloud RSir I /$ ' L ® TOILET WALL VENTS PAINT TO MATCH WALL , / /,/ - - -/FRONT WALL 14 10 /;V 0/ 3Y 16 (HIGH SIDE) BERS ® STOREADDRESS6 WHITE REFLECTIVE RBU1ISAIFOELIATOHMMSTp(GROUND \J �JgitkGROURI WALL COLOR.ADJACENT 4"H. X 6"W. OVERFLOW SCUPPER. FLOWLINE 2"ABOVE ROOF. N Z Q BOND BEAM AT ROOF LINE 2 1 FY Q LEFT SIDE WALL SIGN -none w A 7 N co L UJ AWNO1W F- • _ — — — . +16'-10" 2 ELEVATION KEY NOTES 0 +14'-10" — — — — - J.B.H. Z J B.H. - • NOTE: CENTER ALL WALL SIGNAGE VERTICALLY ON 0 N Z . THE PAINTED ORANGE STRIPE. PAINT ORANGE Q � i STRIPE TO WITHIN 2' OF WALL SIGN. DO NOT UJ PAINT ORANGE STRIPE BEHIND SIGN. Z \ V � � , LEFT SIDE WALL p O d 16 dd d d �LO° Mi W p U J PRE-FINISHED Z LL. LU _ COPING: BLACK d U CC (� �3II N' COLOR: WHITE Q ® \ T �.82 CCOLOR:OLOR ORANGE ( p — I ? WHITE COLOR: DARK GRAY N Ln c +14'-10"„kikk-b”" , I ' - - +14'-10" ,..I 7SS o 0 B.H. B.H. COLOR: RED m co (9 X iii_l H a ` _ww�� ¢ ,- t= W 1 �-T COLOR: WHITE . N I i I, COLOR: MEDIUM GRAY r H II, -- I ,+I -- - -1 it --- - 1i r-1 �+'1 - COLOR: DARK GRAY v \ / / 11 i FINISHED FLOOR o 0 0 $ -k REAR WALL /e• = 1_0 Aweo1 kn c 3 / 6 (LOW SIDE) 31 EXTERIOR WALL COLOR SCHEME c 00 '� cc a ppC GENERAL NOTES: w 78 1 REFER TO SECTION 09900 OF THE SPECIFICATIONS FOR PAINT AND CD X .C-t d EXTERIOR COATINGS. ALL COLORS ARE BY SHERWIN-WILLIAMS PAINT 78 d ~ F. +'r`J"' COMPANY. rvOEO � O 12dill O 2. PANT RESTROOM WALL VENTS TO MATCH THE ADJACENT WALL > °X a°Ai p4 COLOR `d �' C z y N O q I I .CITY OF TQGa� C� 3 SEALANT AT EXPANSION JOINTS TO MATCH ADJACENT WALL COLOR o a — - _- ;1^ `'h: TIGARD r 1./1' " 4 ALL MASONRY JOINTS TO 9E CONCAVE TOOLED u"F cou V q 14 — = 1 J B.H .�ndl�ionally Approvad —— 1 iso 45 0 i , .r only the work a descr Pd ILI:, 4 GENERAL NOTES M SIGNAGE NOTES ..= E a - li - j-- I -- - I --I ''"t�A!=NO. ') ,L,..)� _ -D(/ VV� _ q I 1 AUTOZONE ALL FURNISH SIGNS UNLESS SPECIFICALLY NOTED ON "" E. 4' `L' �, __ _-_ _ _ ;. iter e to RUlIJW ...._. I THE DRAWINGS OTHERWISE.AUTOZONES SIGN VENDOR WILL PROVIDE I- =-. - l'A rh , FOR THE INSTALLATION OF THOSE SIGNS ON FOUNDATIONS AND WALL - Jtx� �t'i-l/l. (/ L , SURFACES CONTRACTOR ARE FURNISHED AND PREPARED 9Y GENERAL j ! / _ — RIGHT SIDE .WALL `,t `'yt _._,.e.,._._ <"__ _. 't... Date: ..__-� �_�y� _ 1 16 2. SIGN INSTALLER SHALL OBTAIN SIGN PERMITS AND GENERAL F. ' CONTRACTOR SHALL OBTAIN FOUNDATION PERMIT FOR FREESTANDING 40 �y 4 4 6 SIGN. `-9 . 3 GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION 1 COORDINATION,PRIMARY ELECTRICAL.AND FINAL ELECTRICAL HOOK-UP.SEE'SW SHEETS FOR ADDIT'.ONAL INFORMATION 03/25/10 4 SEE SHEET E3 FOR LOCATIONS OF J-BOXES TERMINATING EACH 65W2-R --�J.B.H. = JOIST WALL SIGN CIRCUIT 1/8• = 1'_3" BEARING RI G HEIGHT 3/32_1'-0" AWN02 1 1-EXTERIOR-ELEVATIONS 5 ,SIGNAGE NOTES - BUILDING AIM 2 KEY NOTES BUILDING 8 PAVING OPipe guard-see detail 16/C7 1 E EXISTING O Dumpster layout-see details sheet C7.1 BUILDING ®Pips guard at service dew-see dtail 15rC7.1 O Not Used n q!!n i [ \� 0 Concrete light pole base-see detail 13/C7 1 • - Alm light future m direction as Indicated Q8 _,,,-- - _ ©Not Used 7 7 EXISTING - O Concrete curbing see detail 1/C7.1 _ g iMiliaaN t BUILDING �`- __ __ _ - _ - _- OB Not Used ----_ - - - _ O9 Heavy Duty Cement Concrete Paving-see detail 4/C7 1 a -- - - -- -- - - Expansion and Control pints-see details 21 8 22/C7 1 .:.1 P N1.1•+5.1TF SP m - - _ Maximum apaor+g for control pines is 15'O C each way 17 5' - _ See Geotechnkel Report for additional infmnabonC (1 0 %- • 1 18 P's _ - - - 10 Light Duty Cement Concrete paving-see detail 4/07.1 e F EXTG CHAIN PROPERTY t-' _ _ f/ - l Expansion aM Control junta-see details 2t 822/C7 t. V�el .p Mexnnum spacing hx contrd prom 1s 15'O.0 each way Y • LINK FENCE LINE(TYP) �' \ 11 Not Used lr S a +, - •>S \_,�-� ]I O HYDRANT 12 6'-0'long concrete wheal stop pinned to pavement(ryp) w.a 111 EXTG FIRE - - -- --= N:u•1 +7•s MI 7r a, Og Locate 7-0'from face of curb or sidewalk - - (19) _ - .;1 rt-- - - ----- - - - _- - --19 / iv - See decal 17/C7 1 I1 y 7 95' i 18 O _ 13 4'wide puking stripe painted white(typ) s.tffy 1 Y 14 4'wife diagonal stripes painted white at 2 ft.0.0 `'/ 0 ,rj, 15 Handicap parldnp sign-see decal 12/C7.1 � 12' 26' 18.5' 3 1 © O9 - 18 17.5 0 Concrete sidewalk-see detail 20 8 28/C7.1 1P 9 for sidewalks around building 182s PROPOSED - 1Q Accessible Ramp-See detail 19/C7 1-Max slope _ 1:12(8.33%).Max boo slope 1:50(2.00%) 5 n AUTOZONE BUILDING © R Truncated dome to be a contrasting color € ��- 6,786 Square Feet ';- a - 18 New landscape area-See sheet L2.0 for additional COf� 10 informatron F. 18 10 ' _'tl `E`J�a- 3 - 19 Slope grade from back of curb down to maech P O v 2 S VAN LA :"'L ✓� B the existing grade at the property linein EXISTING A. OVER G I 97 I ©0 Constrict AutoZone sign.Sheet sheet SN1 of the MINI STORAGE BUILDING iQ 13 - r . Ryp) '18.5' I I 28' I 18.5' ' DWkBrIp Diana for details 1' 1' C - I ,(D Loading Area slope at max 2-1/2%away from building M INGRESS/EGRESS F 17' n 1 45' 15 /I '33' tc, • I.1 1 ^ n^ ®Accessible parking stalls See details 6 6 7/C7,1 ACCESS EASEMENT L V o-F+'•-•! Y ,Jit/) \ I Rkr 8 _ 1 _a 1 Bicycle Rads-see detail on sheet 07.0 1 4' I -- ®K Retain Wall S • P1 d �' �' +••� 11,F° b _ Keystone r+9 System-see details on sheet 07.0 O Pe, -Pe 7� b Contractor shall construct the wall per mem/facWror ,p V Q ® ® 9' ',i. �g/� 'v" recommendations and details. EXISTING a _,_ O (TVP) _ © 4 (TYP)\ 3775' _ Z BUILDING iB 1 -.n 13 107' -I 165' 'D. I ' , ,�. _ , O ® - m mP) r m 'p n1 N EASET ULLLLI COMMERC /RETA L P Cle 37.75• �� it I o� 1 _ - -_ "-'�tal.� _ \:.,,J r+ .T „: ' 3875' _—_--_ _.___.—____—-- ---- 0 n Elm . EXTG 77 ROW. - 3 --_ - - -- -__ - - - .___--__ O _____._. _ __ ___ __. __ _ ___ __ _ _ _ ____ ____ ri tri o O o s-- EXTG -.-- DRIVEWAY DEDICATION K_ _ CO O MI ----wLL.... _.-.�I ___ _ ii5 DRIVEWAY ♦ _ __ ILJ - - - Nx �_. m EXT�G FIRE E._. ---_ O Z - a SW PACIFIC HIGHWAY Q . ` {PUBLIC--ASPHALT)-.:_-" - _ r.. NLL E s ii O V cL a _ gz a iy Pa °_ w COMMERCWJRETAII Scale 1" = 20' DESIGNED: 20 10 0 20 40 60 DRAWN: 1 F + r MPA a¢ SWG pp.��, SCALE: `m 44'53 1N � V.WA \ 10PE ". JUNE 2010 0 'at.)rJ;INCA 3050 ,4, EGONSHEET A 10F T. RENDS JULY 1,2011 02.1 1 G 31'-5 5/16" 1 I GENERAL STE EI'A'^,NS . GLCJD SIGN PROCESSED TO MATCH PMS - 1165 ORANGE BARS :C-C?_ PROCESSED TO MATCH PMS --- - - ---- -- — / 485 RED COPY ,=�__ "C__ BA'°`-----N-'_E 'ter%''/�/ ,� /� /'/ ��- ' FAST D_TLINE---=A^,"`;, ._A,',. 'T �. ,/ ;/// / ��/- / L?��. .� / 'j ,�.Tf=:� iC �'kOJ SSE 14-;,' W° 4eL 1 '�L /I,� • G • R F/F ES`.` .0 4a';�. FI,EL ',F- .,.,s SCNc nENr OB' Nsn...r r / /////9////// / /^ �/. �. /, / C: /{� �'' / / / - ---.,., NH Tt N uDRi 6 E w r aFO0E OE ir-E .Or ARDO E C'-- ���--,/" / L_— // / Cha NI'../Or C'i_R',LEDER C IG;R- 1-FAINTED BLACK OUTLINE - -- -- _-_- ---- WHITE OUTLINEWHITE OUTLINE PAINTED BLACK OUTLINE WIDTH VARIES CONSISTANT WIDTH W-DTH VAR,ES CCNSISTANT WIDTH Z 42" CLOUD SIGN STRIPES LEFT o 10329 5 r ' - CV I M N I- W ch W I U) CL 0W Q M = Z -_ 16.-9. 6 V" rn 16'-1'-STROES k CON' i Z � 'v V/ ._ 7"RADIUS O Q I- cn a U ''! 8. IV/1117 A1Zone® 0 W ,O K 16 n [1 &ma®Da rb o Q cele.e o aktes I'; 2" DROP SHADOW N o Q 0 Q - 1/2"STEEL CAP RING \ H Cl- 1/2" 1/2"STEEL STABILIZER- �� `3"ALUM. RETAINER RING TELESCOPE TYPE, CONNECTION U Cr- SIGNED AND SEALED I / 0000 0 0 SIGN AND FOUNDATION SIGN CABINET SUPPLIED AND INSTALLED v1 U .-. BY AZ SIGN VENDO INSTALLATION DRAWINGS R Q o SHALL BE FURNISHED '0 oo BY SIGN c g r, MANUFACTURER. a CONTRACTOR TO USE ��- • ONLY THOSE DRAWINGS /STEEL SUPPORT SUPPLIED BYG AZ SIGN p ,° y -' VENDOR AND INSTALLED BY GENERAL 6. H FOR INSTALLATION. CONTRACTOR M k. O E U J-BOX BY GENERAL CONTRACTOR ® 18" y a , O O -32'-6 1/4" ABOVE GRADE. Z y d U (4 I CONCRETE FOUNDATION BY GENERAL c GG' oo p, PROCESSED TO MATCH VMS PROCESSED TO MATCH-\ CONTRACTOR. o p h 485 RED COPY PMS 165 ORANGE BARS'I _ ___ _ GRADE _ _ Is.F'V 0 b0 ti y m 1 n / FRONT ELEVATION 1 - y o a,a :°0:1 A L/ dir I/ / / V:// �� 73.63 S F _T -1 " ' ...1 J , u PAINTED BLACK OUTLINE \-WHITE OUTLINE ` \PAINTED BLACK OUTLINE `WHITE OUTLINE CONSISTANT WIDTH WIDTH VARIES CONSISTANT WIDTH WIDTH VARIES I - - 42"CLOUD SIGN STRIPES RIGHT 106.74 5.F 03/25/10 65W2-R SNI 42 AZ-Cloud-RS-SN1 32'-(24" [390,' 8'-8-:" I 0-41;" 13'-41;" [I 041;"] [1 24W] [16015"] "AUTO"CABINET (292 WATTS) PROCESSED TO MATCH-, (I) P3011 2 D/HO FLUORESCENT LAMP PM5 165 ORANGE BARS PROCESSED TO MATCH PMS 485 RED COPY (2) F36T 12 D/HO FLUORESCENT LAMPS 4"VINYL(RED 2662)"6" ON WHITE ALUM.TAB. (3) F64T 12 D/HO FLUORESCENT LAMPS (6) PAIR-TOMBSTONE SOCKETS /7/-N. ,., _ �/ / // // // 15' FT. OF I"X4"EXT. ALUM RACEWAY i_ �, i ! �. i% j (I)ASB-2048-46-E BALLAST-4.10 AMPS EACH /'/ / / / �. - / / // // 1 (2.60 AMPS-MASURED DRAWN AMPS) //• / / )/ ) > z" z , 1 // 4/7 /7 /// / / / / / / y,. ') / / /2 / 1 ,J / / / W N v ZONE CABINET (396 WATTS) / / / / / /' /' /// / / / / / t. (I) P2411 2 D/HO FLUORESCENT LAMP / ,/// / C / Y 7/'- / / .2 (I) F30T 12 D/HO FLUORESCNT LAMP / / /��. / / / / // / / / �.�// ,, z'. / / / �, / /7 1 I (3) F36TI 2 D/HO FLUORESCENT LAMPS : ,\ � ''.� i � , / \/ 7 \ / �� / .'�/,:/ / �� (I) P4211 2 D/HO FLUORESCENT LAMP (3) F60T 12 D/HO FLUORESCENT LAMPS PROCESSED TO MATCH PAINTED BLACK OUTLINE WHITE OUTLINE PROCESSED TO MATCH PAINTED BLACK OUTLINE `WHITE OUTLINE (9) PAIR-TOMBSTONE SOCKETS PM5 485 RED COPY CONSISTANT WIDTH WIDTH VARIES PM5 165 ORANGE CONSISTANT WIDTH WIDTH VARIES 15 FT. OF I"X4"EXT. ALUM RACEWAY (I)ASB-2048-46-E BALLAST-4.10 AMPS EACH Scale 3/8"=1'-0" (I)ASB-1232-24-E BALLAST- 2.95 AMPS EACH MOUNTING LOCATIONS 0.C. (3.20 AMPS- MEASURED DRAWN AMPS) .------------- ------7 1-7 BAR CABINET (292 WATTS) (I) P3611 2 D/HO FLUORESCENT LAMP 51 YY 34 3/4" 26 7/8" 42 1/8" 38 13/16" 38 17/16" 24 7/8" 22 1B" 27" 31" 33 5/16" (4) P60112 D/HO FLUORESCENT LAMPS (5)PAIR-TOMBSTONE SOCKETS 18' FT. OF I"X4"EXT. ALUM RACEWAY 3/8"SQZ.CONN',:CTORS AS REQ'DO4 5 / 4O 7 6 s4 (I)ASB-2048-46-E BALLAST-4.10 AMPS EACH 00 O O 0 ©0 0 ! 0 00 1O I fO !O `� 00 �\ O (2.10 AMPS MEASURED DRAWN AMPS) /8"STEELFLE'' / I / / 0 • © - © O 0 ti 8TH BAR CABINET (292 WATTS) �J LI -7 / / (I)F30T1 2 D/HO FLUORESCNT LAMP 1 /�`-�' . I ' (Ij F36T12 D/HO FLUORESCNT LAMP • —� } ma tl� I F60T12 D/HO FLUORESCNT LAMP / -‘r / ,v'," —� / • '' (I) F64T12 D/HO FLUORESCNT LAMP ^'�,�-' Y -_ �. �; P1 ,/'/ 4Ij; � y' / Q M (I) F72T12 D/HO FLUORESCNT LAMP AS (I) F84T12 D/HO FLUORESCNT LAMP • / i (6) PAIR-TOMBSTONE SOCKETS �-� \�/ ! . 1 C• ' I _r i, / \_F8.4 4 t, ,, 15' FT. OF I"X4" EXT. ALUM RACEWAY �� ` TT- (I)A56-2046 46 E BALLAST-4.I 0 AMPS EACH (2.70 AMPS- MEASURED DRAWN AMPS) ELECTRONIC BALLAST 0 ELECTRONIC BALLAST ELECTRONIC BALLAST i 0 V 0 ELECTRONIC BALLAST V ELECTRONIC BALLAST 0 Scale 3/8"=1'-0" ALL SCREW FASTENERS FROM FACE TO FORMED BACK MUST BE AT TOP 4 BOTTOM. SEE MOUNTING 7 7/8" RECESS DETAIL • PICKUP PAINTED WHITE KEY NOTES: ~. I,:.• .•• - PAN/FORMED.150 POLYCARBONATE .1111111111 OI VISIBLE DISCONNECT SWITCH EXACT CABINET MOUNTING SECTION DETAIL ) (� FACES W/PROCESSED GRAPHICS NON CORROSIVE WALL MOUNT HARDWARE LOCATION CONTINGENT UPON UL 'v NOT TO SCALE • CONTINGENT ON WALL TYPE REQUIREMENTS. 3/8"TOGGLE EXTRUDED RACEWAY W/FLUOR. `� 3 PICKUP LOCATION FOR 1/2"EYE BOLT FOR E.LF.S. LAMPS AND TOMBSTONE SOCKETS �� O UNIT WEIGHTS: i 4 MOUNTING RECESS,SEE DETAIL. 8TH STRIPE —120 LBS - . •t m 20'WHIP PROVIDED BY 7-I STRIPE —120 LBS I .I .'n'� :' FORMED SP-910 all SIGN VENDOR ALUMINUM INTERNAL VERTICAL BRACING. 'AUTO' 20 LBS WALL nnnn 2"3(s'ALUMINUM KORAD-CAPPED V L111731'11. AR I RAiTOROC INTERNAL VERTICAL .177 ABS BACKS p LOCATION OF ELECTRICAL "ZONE" 1 201.155 ..; .4; 113Mg• .— la BRACING —ABS BACK HELD TO CLOUD INTERNAL BRACING 2"x(6"ALUM VERT BRACE I� ©2171/#111P BACK [ffLC�i1[ 0(I 3 W/Y4"NUTS AND BOLTS TO PROVIDE SUPPORT 1/2'LIQUID TIGHT CONNECTOR I.n ' FOR MOUNTING FRAME ` WILL BE SUPPLIED BY SIGN '^• ire THIS SIGN IS INTENDED TO BE INSTALLED ( p7 SMALL REMOVEABLE RACEWAY COVERS FOR ALUMINUM NTERNAL I IN ACCORDANCE WITH THE REQUIREMENTS VENDOR VERTICAL BRACING OF ARTICLE 800 OF THE NATIONAL ELECTRIC WALL "~ • 'ci (CONDUIT TO BE SUPPLIED BY ACCESS TO MOUNTING HOLES. ELECTRONIC BALLAST INSTALLER) BOLT QTY. BOLT SIZE CODE AND/OR OTHER APPLICABLE LOCAL C MOUNTING DETAIL I WINDLOADS PER SECTION SPECS. CODES.THIS INCLUDES PROPER GROUNDING .:. -FACES SCREWED ON W/ NOT TO SCALE I 3/8'x 2)S"(MIN.) MOUNTING RECESS DETAIL AND BONDING OF THE SIGN. Mil !I O PAN-HEAD SCREWS J, _ 100 MPH 4 LAG BOLTS* NOT TO SCALE DRAIN HOLES PER NEC 600-8(1) 1 130 MPH 6 3/8'x 2X"(MIN.) 3/8'LAG*SHIELDGASKET TAPE(POLYFLEX® 136)TO RUN LAG BOLTS' COLORS: \\'''.... FOR BLOCK ALONG FACE EDGE FOR WEATHER PROOFING \ WIND LOADS ASCE 7-58 STEEL-AISC IASD AND LIGHT LEAKS. 3/8•x 2}Z'(MIN.) CLOUD BACKS WHITE I 150 MPH 6 FACE OUTLINE PAINTED BLACK. LAG BOLTS' AUTOZONE PROCESSED TO MATCH PM5 485 RED NINTH EDITION "'NOTE:FOLLOW PLASTIC MANUFACTURERS PRODUCT INFORMATION •NOTE:FOR CONCRETE BLOCK.APPUCATIONS, STRIPES PROCESSED TO MATCH PMS 165 ORANGE UNON-CORROSIVE EXPANDING SHIELDS.MIN. COPY BACKGROUND WHITE GUIDE FOR HOLE SIZING IN REGARDS TO THERMAL EXPANSION. 2•EMBEDDED INTO STRUCTURAL BLOCKING PER "R" MATCH PMS 485 RED SECTION. SEE FACE DETAIL FOR.CLARIFICATION