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SGN2010-00167 CITY OF TIGARD SIGN PERMIT IIIII f Permit#: SGN2010-00167 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 31'5 5/16" 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 31'5 5/16" Total Sign Area: 110.05 Wall Area: 1974 Wall Face(Direction): Southeast Sign Height: ft. Projection From Wall: 7 in. Illumination: 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: - ' L/ CC—1 I r Permittee Signature: A r. /�Lic. / / III 41City of Tigard OCT 1 4 2010 '' !` o`" Oji iSi n Permit Application r;_94211; a...rr :'-1,�'7 , ff � NGTIGARD •y GENERAL INFORMATION • Name of Development/Project Site 't'T (� �� FOR STAFF USE ONLY Address/ st.- O'1DlO ^ (�0t(P� l�' \ c... Permit No.: Location --t=� , ` \-\on n Suite/Bldg.# City/State zip VSkIR (]\"l Approved By: i V TJ/ I _ Date: L 0 // -/ /d /0//57//D Name ((�� ,,�� Receipt#: Property ,'-Pim l ( r Map/TL#:q.1s/0.). 0, F a`�- Owner Mailing Address Suite Zoning- `CP jj v142 3v., Allowable Total Area: /./U City/State Zip Phone Tenant or _12� \ �l�lJ' fia�- � Electrical Permit Required? X Yes ❑ No Name BusinessNADIOne Building Permit Required? ❑ Yes ❑ No Name Rev.7/1/10 n \curpin\masters\land use applications\sign permit app.doc Sign Mew. QIn \,o Contractor Mathn Address Suite ksarbt'N , City/State \ Zip Phone M REQUIRED SUBMITTAL ELEMENTS `�Y&,CR CMZ.L1 6b3''Ipo� Q (Note: applications will not be accepted Ore Const.Cont.Board License# Exp.Date without the required submittal elements) (ALIO lki- Q - y- I ❑ Completed Application Form Proposed Permanent ❑ Freestanding ❑ Freeway El2 Copies of Site/Plot Plan,Drawn to Scale Sign 'temporary ❑ Roof ❑ Electronic ((;heck all that Wall ❑ other (3 copies,if a building permit is required) apply) size requirement: 8'/2"x 11",or 11"x 17" ❑ 2 copies of elevations,drawn to scale X New sign? ❑ Alter to existing sign? (3 copies,if a building permit is required) Sign Dimensions: 1 t rj if size requirement: 8'/a"x 11",to 24"x 36" .3 ,/-U x 31-� �1to Total Sign Area(sq.ft.): ve3 ❑ $164.00 Fee (Permanent sign,any size) 1 Total Wall Ara(sq.ft. ❑ $52.00 Fee (Temporary sign,any type) Sign Data ,tg114 = 5 (Complete all Direction Wall Faces(circle one): • items in this NOTES: section) N S E W NE NW 0 SW Height to top of sign(feet): • Wall signs do not need to be drawn to scale, but Projection From Wall(inches): t- i IP)" must include dimensions of wall face and sign Materials: um-iNc u.1 l e placement. s `�?�' • Wall signs do not require site/plot plans. Will sign have illumination. Yes ❑ No • Freestanding signs over 6 ft. required a building Type: Ig Internal External permit. Are there any existing freestanding or wall signs at this location, /L _ including wall signs that overlap a tenant space? I I � (`� ❑ Yes Igl,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 � www.tigan,,,d or.g ov I Page 1 oft 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. DATED this I a day of 10 C*Lin n ,2010 'C' et..--i te.,..4.— /3;2_14 LI_ ) Signa e of Owner/Aent \a k A..t tea.cc_/4.4___Sn.3 - 34 V- 2 z..�/ Contact Peron Name Phone No. City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-639-4171 I www.tigard-or.gov I Page 2 of 2 CITY OF TIGARD RECEIPT _ 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 180058 - 10/22/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010-00167 Sign Permit 1003100-43115 $143.00 SGN2010-00167 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 c PREFINISHED ALUMINUM COPING COLOR: BLACK SMOOTH FACE CONCRETE MASONRY UNITS SEE PAINT Q DETAIL SCHEME THIS SHEET a1 �/ t 1 'Ur © WALL MOUNTED LIGHT FIXTURE (� O PIPEGUARD WITH RED SLEEVE C k EQUAL �, EQUAL 1 © MFG.FG,WHITE EXTERIORRINSULATED FINISH - PAINT WHITE a O PAINT MAN DOOR RED&METAL FRAMES BLACK J B.H. B r 16'-10" DO NOT PAINT OVERHEAD DOOR PAINT ANGLES BLACK .n UtOZO/le : : g J.B.H. 0 EXPANSION JOINT ' " \ \/ _,T_ 0 ALUMINUM STOREFRONT - RED KYNAR FINISH (.0R GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH \®- I - / / 7 LINE OF FINISHED FRONT WALL SIGN -42"Cloud LStr i'l / i \ \ / FLOOR ® RIGHT SIDE WALL SIGN -42 Cloud RStr �' ( / TOILET WALL VENTS PAINT TO MATCH WALL i( 1 . �� '�. -�I - i-- / -%- -k FRONT WALL d d d d d d o' o/ (HIGH SIDE) 0 STORE ADDRESS - 6"WHITE REFLECTIVE NUMBERS 4 9 14 10 3 2 3 16 ® B61tlRPET@RDAI®VD18W�A8UIPAIRTEBATOHMflTCHGROUND T u MI6&G&OUWI WALL COLOR.ADJACENT 4"H. X 6"W. 4.------- \,' ,— `p OVERFLOW SCUPPER. FLOWLINE 2"ABOVE ROOF. Z � BOND BEAM AT ROOF LINE 0 © m LEFT SIDE WALL SIGN -none w LC II, CC /� WY 17 co �/� 1/8" = 1•-0' AWNO1W 1 •+16'-10" 2 ELEVATION KEY NOTES 0 +14'-10" _ - — — — — - — — _ — J.B.H. Z J B.H. CI • NOTE: CENTER ALL WALL SIGNAGE VERTICALLY ON NZ I THE PAINTED ORANGE STRIPE. PAINT ORANGE ti Q _-_- -74 STRIPE TO WITHIN 2' OF WALL SIGN. DO NOT rn , /,\ // /' PAINT ORANGE STRIPE BEHIND SIGN. Z / LEFT SIDE WALL 0 6 16 b0/ d d ~ Ln Ce) = W p U J PRE-FINISHED Z ti W T COPING: BLACK N U (� �I COLOR: WHITE d 0 ® -COLOR: ORANGE COLOR: WHITE W t* COLOR: DARK GRAY N to Q I- +14.-10" - o_ +14'-10" :' O < v J.B.H. b*��� COLOR: RED M B.H. o11j j!! I r �� Q H W r - COLOR: WHITE COLOR: MEDIUM`r i-i--r I I _ u + 1 -- -i- z: ��. COLOR: DARK GRAY GRAY R f j. FINISHED FLOOR rn c J d / / +- REAR WALL �, U° o �/ �/ (LOW SIDE) /8 = 1'-0AWEot rn o 13 Zip0 16 V 3 EXTERIOR WALL COLOR SCHEME �'0 00 ..,,-D GENERAL NOTES: ,__O O ' 1, REFER TO SECTION 09900 OF THE SPECIFICATIONS FOR PAINT AND O r'•' E EXTERIOR COATINGS. ALL COLORS ARE BY SHERWIN-WILLIAMS PAINT "'Q COMPANY. M LI-. Si E 0 O 0 K CiT'? (! TI G ARD 2. PAINT RESTROOM WALL VENTS TO MATCH THE ADJACENT WALL °' O O `--r 3 I:! vii,O Q c4 �, 4 I COLOR. U .._. -- 3. SEALANT AT EXPANSION JOINTS TO MATCH ADJACENT WALL COLOR. o0 z Air^.peck al 3 >~ +16'-1U". - L- ] I Y ani aN Of)v� °� y `rte �� - ?tT{�lilOCt�l1 A}- Tom' -t 4. ALL MASONRY JOINTS TO BE CONCAVE TOOLED. •• u.E.v .p .d � - — — — — 14 10" YtoAls 8' d, i':...' 'S.: ,rte .- O -, J.B.H. 4141 � � d.� GENERAL NOTES „ o c o • 3 L J I :I v) E.a 7 4 � A =S' • - _ att3! �,h: �'i,1;-:;y: - - -- - --'.-.._ SIGNAGE NOTES: w N O - --- .A.:?.,-,:.;1' _ �r� ,/ , 1. AUTOZONE WILL FURNISH SIGNS UNLESS SPECIFICALLY NOTED ON k" u" +11 ,� r' ( PAc..L( d✓ '-_ THE DRAWINGS OTHERWISE.AUTOZONE'S SIGNVENDORWILL PROVIDE _ _ _ _ __ _ FOR THE INSTALLATIONOFTHOSESIGNS ONFOUNDATIONS/ 3` D1 ----- -- - p - - WALL }O j D N N NE AND I 1 - / I • 1 ( SURFACES THAT ARE FURNISHED AND PREPARED BY GENERAL ��,-3-,) (,-�-,y� ' RIGHT SIDE WALL CONTRACTOR. I �.�/ (1)// 16 2. SIGN INSTALLER SHALL OBTAIN SIGN PERMITS AND GENERAL CONTRACTOR SHALL OBTAIN FOUNDATION PERMIT FOR FREESTANDING 0/0/0/ /��/ 4 6 SIGN. �./ 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION COORDINATION,PRIMARY ELECTRICAL,AND FINAL ELECTRICAL HOOK-UP.SEE'SN"SHEETS FOR ADDITIONAL INFORMATION. 03/25/10 4. SEE SHEET E3 FOR LOCATIONS OF J-BOXES TERMINATING EACH 65W2-R -0-J.B.H. = JOIST WALL SIGN CIRCUIT. BEARING HEIGHT A 2 1/8" = 1.-0" 3/32" = 1'-0" AWN02 _ 1 I EXTERIOR ELEVATIONS 5 SIGNAGE NOTES - BUILDING iiiii u. iii i KEY NOTES BUILDING 8 PAVING OPipe guard-see detail 16/C7 1 EXISTING O Dumpater layout-see details sheet C7.1 $ BUILDING O Pipe guard et service door.see dtail 151C7 1 11 �' 0 Not Used n f!.4.1.1 1} OS Connate fixture pole base-see Indicated 13/C7.1 8 n 5 y - _ Alm IgM TiAure m OlreWon as kbi®ted P _/ - -_ ©Not Used > F / - O7 Concrete curbing see detail 1/C7 1 EXISTING :f O Not Used - - BUILDING - - - - _ -- -_ ®Heavy Duty Cement Concrete Paving-see detail 4/C7 1 (: - - -- Expansion and Control lints-see details 21 822/C7 1 ^1 • N}V r 1,'c sP m - Maximum spaong for control loins,s 15 0 C each way 1 ::) 1 s • 17 5 I -- _ See Geotechnical Report for add,00nal IMo rn°twn C s a 18 ?� - 10 Light Duty Cement Concrete paving-see detail 4/C7.1 e° r EXTG CHAIN PROPERTY - _, ___ry___ _ _ cr Expansion and Control fonts-see details 21 822/C7 t 0 Maximum spacing for control fonts Is 15'O C each wayZ LINK FENCE 1`1 LINE(TVP) \ • a 0 P 11 Not Used L L -�I -—f1 EXTG FIRE 12 6'-0'longconnate wheel stop �� 11 \\ 2 ' HYDRANT O op pinned to pavement(typ) _ - Na,•,e'r�e�a,1r N g Locate 2.0'from face of curb o sidewalk VI_ (19) _ - _ -1�1 - --- - - - K1s 1 / O See detail 17/C7.1 '�' 1e.1 1 I i C 95' I 18 I - 13 4'wide parking stye painted wince(typ) G,a, 18 j - 7 P 14 4'wide diagonal atdpes painted wane et 2 R 0.0 4. 5.5' \v' 06, p' _- 15 Handicap perking sign-see detail 12/C7 1 12' 26' 18.5 I K z O 0 m � O 18 - 17 5' 18 Concrete sidewalk-see detail 20 0 28/07.1 I r ,y:3 for sldewntks around building I 62.5 I ' PROPOSED ___e__—____ � I ? Q Accessible Rannp-See detail,9/C7,-Mac slope $ 1:12(8.33x).Mat cross elope 1:50(200%) AUTOZONE BUILDING © Truncated dome to be a contrasting color $ 0 m � 6,786 Square Feet formation ; ' s ,D �� ? ,6 m m 3eeeheel 2.0 fneddigel (� 1 O 4 19 Slope grade from beck of curb down to match $ 18 0 10 n I Te 2.5'VEHICLE /") Y m the embng grade et de property Ane In EXISTING ,I R OVERHANG I 92' ' ©0 Construct AutoZone sign.Sheet sheet SN1 of the MINI STORAGE BUILDING -g 7d 0. I __.,„._ I I building Plans for details. 'i" (TYp) 1B E• I z5 I 19.5 ©Loading Area-slope at max 2-1/2Ne away from building I 17' n� / 45 33' ® :.)' w //Accessible parking stalls.See details 6 8 7/C7 f CI 5- INGRESS/EGRESS ACCESS EASEMENT\ "- u! 7� O _ LI v.1/-___> >< -_-'1 _`3 s -' ©3 Bicycle Rack-see detail on Meet C7.0 • 44'. — 3 23 et' b~ .- Keystone Retaining Wall System-see details on sheet C7.0 ♦d ` - ti.v.,1 Q- I __ shalt construct wall per manufacturer a P P^v, 7 © `ic`_ i� ®hYP) p:'i 18 r' 1�3.\ 37 75' • O EXISTING '— 0 mP) _ ie © L I - 1e Z BUILDING 19' _r2 ® 107' I 18.5 I Re I . - O (Th'PI CI ,Dv a�- EAS EXT EN7 ,'T-1'. COMMERCuuJRETAII LU 9 a . .. . _ 0) 1 0) Ol sys X:....- i ' L ' .. Ce -_—_-3775 fliQ$ . -o�, t - - - 7n� ;' $ -- 0 Y 3 38.75 IP* r1 t 1 \ = 1 - _ 3 EXTG 17 R.O W.� O�- - -- --- - __ -- --- -- '-_- -- _- O -_- DRIVEWAY DEDICATION Np K3 -.., . s DRIVEWAY ' 0 IPI In1'1m LU . -8 i _ ._ 0/m EXTG FIRE - 4' . _.- - -._ - - c.. Z SW PACIFIC HIGHWAY HYDRANT arg (PUBLIC—ASPHALT) 0 N " _. o E iip0 a ZM. F - -_ ,-_-_ t( Z z • COMMERCIAL/RETAIL Scale 1" = 201 DESIGNED: SWG �Q�p 20r 10 0 20 40 .' 60 DRAWN: a 1 _ I MPA CHECKED: SWG 2 SCALE: -.sGO t• H 1'_ny tp �{�'� E� V.WA 1SPE JUNE 2010 is l RA I N)A 3050 OREGON SHEET W. ILL JULY 1,2011 C2.I MOM a c C 31'-5 5/16" 1 GENERAL SPECIFICATIONS ' I CLOUD SIGN PROCESSED TO MATCH PMS - - 165 ORANGE BARS 7 0 / %7/---------1 I� �, , --/---._,,,,- _ J CLCO_OUD PROCESSED TO MATCH PMS L 1u 6ACKS NATE IT"1 s — — 485 RED COPY -� __ E `J UNE Pk,''„ 9,I,C! q i; r ///////// / // �/—‘—r--7/ _7 / �•\ `/ �\/---F—''-------' _,f OZONE PROCESSE ,C NA';,N RNS 4E5 cEF ly a' �a // //' �/%//�� ,�/// ��',, 1 S?R°_S -- FROCE55EL -0 NAT(,r PIAS 16` uRA'.CE ' t'i / // ////i/ `--/ /,/ / // /--/ I� /� j�/,� l IHR COB•S i4i 111,- iC f MSt/.li6 / l l /l /' j; COP, B4�K(Pv..NJ-WHITi IS S SVI]nN_E WTD THE RBF BISF/diS .-_-____N4TC- PNS 48E REL' M / //4//V/1/// U L j / /';l L BODE AND/OB, cF.,:S 0,,,,CAB c ECA l— _ /L/J L /__,'i "_�-� '' _ � ./ J/' _-, F `j owe 60',0,1Mw,,w Ea � � �/.�..✓ Naµ. WHITE OUTLINE-i 1,PAINTED BLACK OUTLINE WHITE OUTLINE , E-PAINTED BLACK OUTLINE WIDTH VARIES CONSISTANT WIDTH WIDTH VARIES CONSISTANT WIDTH 42" CLOUD SIGN STRIPES LEFT o 10029 SF ( 5 j w - N ch N ts • w o, w I r U) 0 W N- Q 01 = Z 16'-9" O v 0 r M 16'-1'-STRS&0077 i I Z m U 7"RADIUS 0 < 11 V//DDO/�urZone®� c u) o I,o RI6�R �I ark)Pfirk,tt@ gnamt E9:\ I 2"DROP SHADOW O o Q 0 j ce 1/2"STEEL CAP RING `3" ALUM. RETAINER Q - 1-= 0- 1/2" 1/2"STEEL STABILIZER RING TELESCOPE TYPE. CONNECTION U SIGNED AND SEALED oo 0 0 SIGN AND FOUNDATION L SIGN CABINET SUPPLIED AND INSTALLED v'1 U .-. BY AZ SIGN VENDOR. a p 4 INSTALLATION DRAWINGS .1- .O 00 SHALL BE FURNISHED ,.... it-s. co BY SIGN p MANUFACTURER. 0` p Zi 'D TO USE ..e+o ONLY THOSE DRAWINGS STEEL SUPPORT SUPPLIED BY AZ SIGN 2�j 4 a9 FOR INSTALLATION. VENDOR AND INSTALLED BY GENERAL ¢ 4... F' CONTRACTOR. M w cc O J-BOX BY GENERAL CONTRACTOR ® 18" 0 y 0 b O 32•-6 1/4" ABOVE GRADE, Z En N O c qq U t0 I CONCRETE FOUNDATION BY GENERAL o poo CL PROCESSED TO MATCH PMS PROCESSED TO MATCH CONTRACTOR. - 485 RED COPY PMS 165 ORANGE BARS -- _ _GRADE w F" p pm I v �5..�'..-. 'O O ' i FRONT ELEVATION 1 - °' as A D 0ZO �, � 73.63 S.C. I 1 U M cn y W O RI 3 Ord I �. 11 a ¢ (.14. L- w u I PAINTED BLACK OUTLINE WHITE OUTLINE `PANTED BLACK OUTLINE \-WHITE OUTLINE - U CONSISTANT WIDTH WIDTH VARIES CONSISTANT WIDTH WIDTH VARIES - 42"CLOUD SIGN STRIPES RIGHT 106 74 S F 03/25/10 65W2-R SN1 " 42 AZ-Cloud-LS-SN1 3 I'-55/i 6' [3775/6'7 "AUTO"CABINET (292 WATTS) 12'-313X6" 8'-83/4, (I) F30T 12 0/1-10 FLUORESCENT LAMP 13 3 I 0 33/4 1' (2) F30112 D/HO FLUORESCENT LAMPS [147 /67 [104/47 [124/47 (3) F64T 12 D/HO FLUORESCENT LAMPS (6) PAIR-TOMBSTONE SOCKETS PROCESSED TO MATCH PMS 165 15' FT. OF 1"x4" EXT. ALUM RACEWAY ORANGE BARS PROCESSED TO MATCH PMS 485 RED COPY 4"VINYL(RED 2662)"0" (I)ASD-2048-46-E BALLAST-4.10 AMPS EACH ON WHITE ALUM.TAB. (2.60 AMPS-MEASURED DRAWN AMPS) I i 1- �' %/ %/ ,'/.�/; i 1 i �� '7\\\* /'` "ZONE"CABINET (396 WATTS) /,/ 4/ / , /, \ �� (�/ �." (I) F24T 12 D/HO FLUORESCENT LAMP / / i i/ ) / ;,:.i ) „, ,-4„,„ j./ / \/ . (I) F30T 1 2 D/HO FLUORESCENT LAMP CDN °'m / /' // //,/ / • '/�' /'// / / t/; ) / (3) F36T 12 D/HO FLUORESCENT LAMPS ")v nl m w %%' �! , / % / / ) ! / (I) F42T 12 D/HO FLUORESCENT LAMP oC // // / // ;' /;'j,/ / / / /' ! / / ' Q , i L; , ( C ' / '/ (3) F60T 1 2 D/HO FLUORESCENT LAMPS � / ,,i / ; / L- / / 1 r I (9) PAIR-TOMBSTONE SOCKETS // / J, / %�, /' \, /_ 15'FT. OF I"x4" EXT. ALUM RACEWAY \ �� (I)RSB-2048-46-E BALLAST-4.10 AMPS EACH (I)ASB-1232-24-E- 2.95 AMPS EA. WHITE OUTLINE �P I -PROCESSED TO MATCH PMS P (3.20 AMPS- MEASURED DRAWN AMPS) ANTED BLACK OUTLINE PROCESSED TO MATCH WHITE OUTLINE PAINTED BLACK OUTLINE WIDTH VARIES CONSISTANT WIDTH 165 ORANGE PMS 485 RED COPY WIDTH VARIES CONSISTANT WIDTH I-7 BAR CABINET (292 WATTS) (I) F36T 12 D/HO FLUORESCENT LAMP Scale 3/8"=1'-O" (4) FGOT 12 D/HO FLUORESCENT LAMPS (5) PAIR-TOMBSTONE SOCKETS 18' FT. OF I"x4" EXT. ALUM RACEWAY ALL SCREW FASTENERS FROM FACE TO (I)ASB-2048-46-E BALLAST-4.10 AMPS EACH FORMED BACK MUST BE AT TOP 4 BOTTOM. (2.10 AMPS- MEASURED DRAWN AMPS) 00 0 O n O 4 ©© O 3/e"SQZ. CONNECTORS AS REQ'D O 8TH BAR CABINET (292 WATTS) /-CD /�/ lJ1\ 17_,.....,.71°) .f0 �IJ,�IJ 3/8"STEELFLEX 4 ©© (I) F30T 12 D/HO FLUORESCENT LAMP 1 (1)\ u , I ,/-42,- ,/,,-. 00 0 0 0 0 0 (I) F36T 12 D/HO FLUORESCENT LAMP ,\,,,__________/ , i% F60T 12 D/HO FLUORESCENT LAMP •�/ �, •+IVB _ (I) F64T 12 D/HO FLUORESCENT LAMP LL �P ���, // �) `, i w./ :� —Y' "� (I) F72T 1 2 D/H0 FLUORESCENT LAMP 19 r.. ���� '/ .rf� �ree rim ,♦ ' w--- �• -- j j /,��, 1 O F84T 12 D/HO FLUORESCENT LAMP 0 . r �� /°<'j /. .// // v ter•• 1 5) FTI OF 01 x4"EXT. ALUM CRACEWAY /://tr - :'�' / � (I)ASB-2048-46-E BALLAST-4.10 AMPS EACH i / aill° /7/ /' ♦. ,' /1.1 ♦,,' u ., (2.70 AMPS- MEASURED DRAWN AMPS) ELECTRONIC BALLAST J T D V 7 V ELECTRONIC BALLAST ELECTRONIC BALLAST 0 ELECTRONIC BALLAST- ELECTRONIC BALLAST 0 Scale 3/8"=1'-0" SEE MOUNTING 7 718" f RECESS DETAIL PICKUP PAINTED WHITE . / '....\\ KEY NOTES: „ ��� \\ PAN/FORMED.150 POLYCARBONATE OI VISIBLE DISCONNECT SWITCH EXACT FACES W/PROCESSED GRAPHICS LOCATION CONTINGENT UPON UL 0CABINET MOUNTING SECTION DETAIL NON CORROSIVE WALL MOUNT HARDWARE NOT TO SCALE CONTINGENT ON WALL TYPE REQUIREMENTS. �%r 3/8"TOGGLE EXTRUDED RACEWAY W/FLUOR. 3 PICKUP LOCATION FOR 1/2'EYE BOLT FOR E.LF.S. LAMPS AND TOMBSTONE SOCKETS O I •__ UNIT WEIGHTS: ,_,,o, — _� 20'WHIP PROVIDED BY O4 MOUNTING RECESS,SEE DETAIL. T,• FORMED SP-910 ALUMINUM INTERNAL VERTICAL BRACING. 8TH STRIPE —I 20 LBS • I 20reALUMINUM //� KORAD-CAPPED MI J SIGN VENDOR 7-I STRIPE —I 20 LBS WALL : 1 INTERNAL VERTICAL .1 77 ABS BACKS OS LOCATION OF ELECTRICAL "AUTO" 120 LBS •-. •Nr BRACING —ABS BACK HELD TO `\ O "ZONE" 120 LB5 CLOUD . I INTERNAL BRACING 2"x3(c`ALUM VERT BRACE'\ �I \ I/2"LIQUID TIGHT CONNECTOR 6 20'WHIP BACK W/j�4 NUTS AND BOLTS TO PROVIDE SUPPORT �A�_ FOR MOUNTING FRAME i6 WILL BE SUPPLIED BY SIGN ,,,, 1� VENDOR. O7 SMALL REMOVEABLE RACEWAY COVERS FOR ALUMINUM NTERNAL fie UNDERWRITER] WALL r'...:i'--1. -.17:.::-;1 ,I (CONDUIT TO BE SUPPLIED BY ACCESS TO MOUNTING HOLES. VERTICAL BRACING �' LABURAT0�7[ ' ELECTRONIC BALLAST INSTALLER) p I C_ _ 1.I WINDLOADS BOLT QTY. BOLT SIZE MOUNTING DETAIL PER SECTION SPECS. L QL E[3111 111G1 "FACES SCREWED ON W/ NOT TO SCALE MOUNTING RECESS DETAIL THIS SIGN IS INTENDED TO BE INSTALLED 3/8"x 2 y"(MIN.) #I 0 PAN-HEAD SCREWS —N-- 00 MPH 4 LAG BOLTS' NOT TO SCALE IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC 3/8"LAG 4 SHIELD DRAIN HOLES PER NEC 600-8(g) 130 MPH 6 3/8"x 2Yz"(MIN.) CODE AND/OR OTHER APPLICABLE LOCAL GASKET TAPE(POLYFOR W 136)TO RUNCOLORS: CODES.THIS INCLUDES PROPER GROUNDING \\**--.. 4 FOR BLOCK / LAG BOLTS' \ // ALONG FACE EDGE FOR WEATHER PROOFING CLOUD BACKS WHITE AND BONDING OF THE SIGN. WIND LOADS ASCE 7-98 AND LIGHT LEAKS. 150 MPH 6 3/8`x BO(MIN.) FACE OUTLINE PAINTED BLACK STEEL- ISC IASD LAG BOLTS' AUTOZONE PROCESSED TO MATCH PMS 485 RED NINTH EDITION "NOTE:FOLLOW PLASTIC MANUFACTURERS PRODUCT INFORMATION •NOTE:FOR CONCRETE BLOCK APPLICATIONS, STRIPES PROCESSED TO MATCH PMS 165 ORANGE GUIDE FOR HOLE SIZING IN REGARDS TO THERMAL EXPANSION. USE NON-CORROSIVE EXPANDING SHIELDS.MIN. COPY BACKGROUND WHITE 2"EMBEDDED INTO STRUCTURAL BLOCKING PER "R" MATCH PMS 485 RED SECTION. SEE FACE DETAIL FOR CLARIFICATION