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HomeMy WebLinkAboutZ-7421-B MapT 4' 00 25'-8 3/8" ///rte � � t 31-611CM A R K E T P L A C E 2 3 16 CANAL STREET SurrEs 334-349 BRISTOL, PA 21 5.7BB.389B 24'-9 7/8" HALO LIT CHANNEL LETTERS WITH MULTI COLORED LED LIGHTING LOCATION: DATE: 1 2.1 1 .06 DESCRIP1lON: REVISION: APPROVED BY: 3 ELEVATIONS -_ LITTLE ROCK SCALE: VW 3'-6" HALO LIT CHANNEL LTRS =' DATE: m ARKANSAS CHANGES TO THIS REV.: zil DRAWN BY: 9 CV RECESSED WIRING TROUGH FOR ALL LEAF & STEM CONNECTIONS PAINTED TO MATCH FASCIA LITS LE ROCK PLANNING ij �Y� l DATE. PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED THIS DRAWING IS SUBNRTED FOR YOUR EXCLSWE USE. IN CLIENT: CONNECTION WITH A PROJECT BEING PLANNED BYOSELECT. INC.WILDOATS TT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOORGAUR ORGP.NI�TION. NOR IS Tf TO BE USED. REPRODUCED. COPIED OR EXHIBITED IN ANY FASHION. M A R K E T P L A C E �VTOUT THE EXPRESSED TH PERMISSION OF SERVICE SELECT. INC. REF. ACTUAL WALL TO BE VERIFIED I II I I II 1 I 1 I �JIN DETAIL- HALO LIT "WILD OATS" NOT TO SCALE Ir If ��av &RVICE 1 6 CANAL STREET I SurrEs 334-349 �`CU BRISTOL, PA IG N 2 1 5.788.3898 v 3" PRELIMINARY DRAWING ALL CONDITIONS MUST BE T_T_FIELD VERIFIED .080" THK. ALUM. RETURN PAINTED TO MATCH PMS 7477C (SATIN FINISH) .125" FAB'D ALUM MOUNTING CLIPS RIVETED TO BACK u . CUT OFF SWITCH LOW VOLT WIRE J -BOX FOR LETTER TO LETTER WIRE SPLICES 1/2" DIA. ALUM. ALL THREAD MECHANICALLY FASTENED TO LEXAN BACK FOR WIRE PASS THRU 1/8 THK. ALUMINUM FACE PAINTED TO MATCH PMS 7477C (SATIN FINISH) GREEN L.E.D. "WILD OATS" .080" THK. ALUM. RETURN PAINTED TO MATCH PMS 7477C (SATIN FINISH) 1/4" DIA. HARDWARE TO SUIT WALL " PVC SPACER WELDED CONSTRUCTION 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE (MIN 2 PER LETTER) LOCATION: DATE: 12.1 1 .06 DESCRIPTION: R`NSHaN. APPROVED BY: 3 ELEVATIONS LITTLE ROCK SCALE: IN/ 31-5" HALO LIT CHANNEL LTRS ' DATE: ARKANSAS rlm CHANGES TO THIS RE -v.: y' DRAWN BY:¢ GENEREAL NOTES: STRUCTURAL FRAMING DEPICTED ON THESE DRAWINGS IS DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL, STATE & FEDERAL BUILDING CODES DESIGN LOADS: WIND LOAD BASIC WIND SPEED (3 SEC GUST) V=90 MPH WIND IMPORTANCE FACTOR IW=1.0 WIND EXPOSURE =C COMPONENTS AND CLADDING NOT SPECIFICALLY DESIGNED HEREIN SHALL BE DESIGNED FOR THE FOLLOWING PRESSURES: EFFECTIVE WIND AREA = 100 SF 26.7 PSF STRUCTURAL STEEL ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING MATERIALS STRUCTURAL: UNLESS OTHERWISE NOTED HSS MEMBERS - ASTM A 500, GRADE B TUBE STEEL - ASTM A500 GRADE B W -SHAPES - ASTM A36 CHANNEL, ANGLES, PLATES - ASTM A36 ROUND PIPE - ASTM A53 GRADE B ALUMINUM - ASTM 6061 - T6 REBAR, REINFORCEMENT - ASTM A615 GRADE 60 CONCRETE -3000PSI SOIL BEARING CAPACITY - 2500 PSI BOLTS - ASTM A325 ALL WELDING BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 LATEST ADDITION, STRUCTURAL WELDING CODE DRAWING SUBMITTED ARE REVIEWED, PROCESSED AND EXECUTED PER PREVIOUS DRAWINGS ISSUED AND APPROVED BY UNDERSIGNED. SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. CLIENT/CONTRACTOR IS RESPONSIBLE FOR CONFORMING AND CORRELATING DIMENSIONS AT THE JOB SITE FOR TOLERANCES, CLEARANCE AND QUANTITIES. FABRICATOR RESPONSIBLE FOR CONFORMITY OF FABRICATION PROCESS AND TECHNIQUE OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTAL IS: ❑ APPROVED ❑ APPROVED AS IS ❑ REVISED AND RESUBMITTED CLIENT/CONTRACTOR DATE: THIS DRAWING IS SUBMITTED FOR CLIENT: YOUR I=LUSNE USE, IN CONNECTION WITH A PROJECT BONG PLANNED BY SERVICE SELECT. INC.I IT IS NOT TO BE SHOWN TO ANYONE OLfT51DE YOUR ORGANIZATION NOR L D SATS IS IT TO BE USED. REPRODUCED. COPIED OR EXHIBITED IN ANY FASHION. M A R K E T P L A C E 41TTHOLff THE EXPRESSED PERATISSION OF SERVICE SELECT INC 0 SOUTH ELEVATION C Scale: 1/32"=1' � I 25LO 3/8" 3,6 M A R _K ETP LA TI I ------------i r I EAST ELEVATION f-WRVICE 1 6 CANAL STREET LocATtDN. DATE: I 1 � � Sun -ES 334-349 LITTLE ROCK SCALE: BRISTOL, PA ARKANSAS 3IGNS 2 1 5.7BB.3B9B DRAWN BY: F' Scale: 11L -32-=l 12.1 1.06` F- ISIDN` DESCRIPTION: APPROVED BY: 3 ELEVATIONS ,Y W/ 3'-6" HALO LIT CHANNEL LTRS DATE: rlm CHANGES TO THIS REV.: .a — 24'-9 7/8' 004D FABRICATE & INSTALL (3) SETS OF HALO LIT CHANNEL LETTERS TO STORE ELEVATIONS AS SHOWN LITTLE ROCK PLANNING COMMISSION -A2P m'E1). SU JECTT0 THE 'CONDITIONS ASNI0T -I,- _. urTl rl DY' � .�J PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED THIS DRAWING IS SUBMITTED FOR YOUR E)(CLU IVE USE. IN CLIENT: CONNECTION WITH A PROJECT BEING '11k, PLANNED BY SERVICE SELECT. INC.I IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION, NOR L D SAT IS IT TO BE USED. REPRODUCED. CORED OR EXHIBITED IN ANY FAS M A R K E T P L A C E WTfHOUT THE EXPR65ED EX _. PERMISSION OF SERVICE SELECT. INC. REF. ACTUAL WALL 1 « 3„ TO BE VERIFIED 080" THK. ALUM. RETURN PAINTED TO MATCH PMS 7491C (SATIN FINISH) .125" FAB'D ALUM MOUNTING CLIPS RIVETED TO BACK O 0 LOW VOLT WIRE I CUT OFF SWITCH J -BOX FOR LETTER TO LETTER 0 J _ ! WIRE SPLICES O I 0 1/4" DIA. HARDWARE TO SUIT WALL1 .. .. k El DETAIL- HALO LIT "MARKETPLACE" & BARS NOT TO SCALE �SS# 17567R .ICE Loc4TioN: V 1 6 CANAL STREET ,,.�F Lei SurrEs 334-349 LITTLE ROCK BRISTOL, PA ARKANSAS 31-GNS 21 5.7BB.3898 1/8 THK. ALUMINUM FACE PAINTED TO MATCH PMS 7491C (SATIN FINISH) IMBER L.E.D. /z"" DIA. ALUM. ALL THREAD MECHANICALLY =ASTENED TO LEXAN BACK =0R WIRE PASS THRU (TYP.) POWER SUPPLY AS REQUIRED 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE ;MIN 2 PER LETTER) PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED DATE: 1 2.1 1 .06 SCALE: rj m DRAWN BY: DESCRIPTION: RLVISIOT4. CLIENT: APPROVED BYY:YOUR 3 ELEVATIONS CONNECTION WnR A PROJECT BEING W/ T-6" HALO LIT CHANNEL URS - CHANGES TO THIS REV.: x- IT IS NOT TO BE SHDIYN T. ANYONE T - REF. ACTUAL WALL TO BE VERIFIED Pl. v 3„ .125" FAB'D ALUM MOUNTING CLIPS RIVETED TO BACK .080" THK. ALUM. RETURN (WHEAT STEM PTD PMS 7477C LEAVES PAINTED 7491C) ALUMINUM TROUGH W/ALUM. COVER AT WHEAT LEAF CONNECTIONS PAINTED TO MATCH FASCIA LOW VOLT WIRE AMBER L.E.D. 1/2" DIA. ALUM. ALL THREAD MECHANICALLY FASTENED TO LEXAN BACK FOR WIRE PASSTHRU 3/16" THK. CLEAR LEXAN BACK CLIP RIVETED TO RETURNS 1/8 THK. ALUMINUM FACE PAINTED (SATIN FINISH) (WHEAT STEM PTD PMS 7477C LEAVES PAINTED 7491C) 1" PVC SPACER WELDED CONSTRUCTION 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE (MIN 2 PER LETTER) WHEAT GRAPHIC NOT TO SCALE THIS DRAWING IS SUBMITTED FOR CLIENT: APPROVED BYY:YOUR USE USE, IN ECCLN CONNECTION WnR A PROJECT BEING PL -?.DE 9Y SERVICE SELECT. IT IS NOT TO BE SHDIYN T. ANYONE D,^ -TE: ❑UTSIDE YOUR ORGANIZATION NOR WILDOATS IS IT TO BE USED. REPRODUCED. COPIED OR EJ(HIBTD IN ANY Fa�HION. M A R K E T P L A C E 1:1'fTHOLfT THE EXPRESSED PERMISSION OF SERVICE SELECT INC 25'-8 3/8" oppl- � � t -x T-6-- M A R KETPLAC E N �rjr V%� C�RVICE �LECf �IG P#,5-- 24'-9 7/8" HALO LIT CHANNEL LETTERS WITH MULTI COLORED LED LIGHTING :CESSED WIRING TROUGH R ALL LEAF & STEM CONNECTIONS INTED TO MATCH FASCIA PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED LOOATION: DATE: 12.1 1.0B DESCRIPTION: RE./ISION: 1 6 CANAL STREET T F- 3 ELEVATIONS `i' SurrEs 334-349 LITTLE ROCK SCALE: W/ 3'-6" HALO LIT CHANNEL LTRS Al BRISTOL, RA ARKANSAS rjm CHANGES TO THIS REV.: DATE: 21 5.7B8.3S9B WILDOATS DRAWN BY: IS R TO BEE U5EDRE. REPRODUCED. :CESSED WIRING TROUGH R ALL LEAF & STEM CONNECTIONS INTED TO MATCH FASCIA PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED THIS DRAONNG IS SUBMTTIED FOR CLIENT: APPROVED BY: YOUR EXCLU IVE USE. IN T F- CONNELTION WITH A PROJECT BEING T PLANNED BY SERVICE SELECT. INC. IT IS NOTT BE H TO ANYONE DATE: OUTSIDE YOUR ORGANIMATION NOR WILDOATS IS R TO BEE U5EDRE. REPRODUCED. COPIED OR ECHIBRED IN ANY M A R K E T P L A C E FAS"IDN. VV"HoUT THE E(PRESSED PERMISSION OF SERVICE SELECT. INC. REF.v T5 PRELIMINARY DRAWING ACTUAL WALL ALL CONDITIONS MUST BE TO BE VERIFIED FIELD VERIFIED I�I� GREEN L.E.D. "WILD OATS" �I .080" THK. ALUM. RETURN I PAINTED TO MATCH PMS 7477C (SATIN FINISH) I- I 1/4" DIA. HARDWARE TO SUIT WALL I'- I - JI" PVC SPACER I I0 WELDED CONSTRUCTION II 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE I I I (MIN 2 PER LETTER) I � DETAIL- HALO LIT "WILD OATS" NOT TO SCALE f j LOCATION: DATE: 1 2.1 1 .06 DESCRIPTION: ;EEvIrloN' APPROVED BY: (5ER�I�� 1 6 CANAL STREET 3 ELEVATIONS L��r SurrEs 334-349 LITTLE ROCK SCALE: rim W/ 3'-6" HALO LIT CHANNEL LTRS DATE: sF �IF BRISTOL, PA ARKANSAS CHANGES TO THIS REV I' 3 IG N S Z 1 5.788.3898 DRAwN BY: GENEREAL NOTES: STRUCTURAL FRAMING DEPICTED ON THESE DRAWINGS IS DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL, STATE & FEDERAL BUILDING CODES DESIGN LOADS: WIND LOAD BASIC WIND SPEED (3 SEC GUST) V=90 MPH WIND IMPORTANCE FACTOR IW=1.0 WIND EXPOSURE =C COMPONENTS AND CLADDING NOT SPECIFICALLY DESIGNED HEREIN SHALL BE DESIGNED FOR THE FOLLOWING PRESSURES: EFFECTIVE WIND AREA = 100 SF 26.7 PSF STRUCTURAL STEEL ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING MATERIALS STRUCTURAL: UNLESS OTHERWISE NOTED HSS MEMBERS - ASTM A 500, GRADE B TUBE STEEL - ASTM A500 GRADE B W -SHAPES - ASTM A36 CHANNEL, ANGLES, PLATES - ASTM A36 ROUND PIPE - ASTM A53 GRADE B ALUMINUM - ASTM 6061 - T6 REBAR, REINFORCEMENT - ASTM A615 GRADE 60 CONCRETE -3000PSI SOIL BEARING CAPACITY - 2500 PSI BOLTS - ASTM A325 ALL WELDING BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 LATEST ADDITION, STRUCTURAL WELDING CODE DRAWING SUBMITTED ARE REVIEWED, PROCESSED AND EXECUTED PER PREVIOUS DRAWINGS ISSUED AND APPROVED BY UNDERSIGNED. SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. CLIENT/CONTRACTOR IS RESPONSIBLE FOR CONFORMING AND CORRELATING DIMENSIONS AT THE JOB SITE FOR TOLERANCES, CLEARANCE AND QUANTITIES, FABRICATOR RESPONSIBLE FOR CONFORMITY OF FABRICATION PROCESS AND TECHHIOUE OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTAL IS: ❑ APPROVED ❑ APPROVED AS IS ❑ REVISED AND RESUBMITTED CLIENT/CONTRACTOR DATE: THIS DRAWING IS SUBMRTED FDR CLIENT: YOUR EXCLUSIVE USE, IN�lS�' CONNECTION WMA A PROJECT BEING �f �tt� PLANNED SERVICE 5E=7 INC.WILDOATS IT IS NOT TD BE SHOWN TO ANYONE �I � I . IS rT O DE USED. REPRODUCED. T II I I .080" THK. ALUM. RETURN M A R K E T P L A C E I I PAINTED TO MATCH PMS 7477C (SATIN FINISH) .125" FAB'D ALUM MOUNTING . I CLIPS RIVETED TO BACK CUT OFF SWITCH I I I LOW VOLT WIRE - I J -BOX FOR LETTER TO LETTER - WIRE SPLICES I II 1/2" DIA. ALUM. ALL THREAD MECHANICALLY f FASTENED TO LEXAN BACK O II, I FOR WIRE PASS THRU 1/8 THK. ALUMINUM FACE I PAINTED TO MATCH PMS 7477C (SATIN FINISH) I�I� GREEN L.E.D. "WILD OATS" �I .080" THK. ALUM. RETURN I PAINTED TO MATCH PMS 7477C (SATIN FINISH) I- I 1/4" DIA. HARDWARE TO SUIT WALL I'- I - JI" PVC SPACER I I0 WELDED CONSTRUCTION II 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE I I I (MIN 2 PER LETTER) I � DETAIL- HALO LIT "WILD OATS" NOT TO SCALE f j LOCATION: DATE: 1 2.1 1 .06 DESCRIPTION: ;EEvIrloN' APPROVED BY: (5ER�I�� 1 6 CANAL STREET 3 ELEVATIONS L��r SurrEs 334-349 LITTLE ROCK SCALE: rim W/ 3'-6" HALO LIT CHANNEL LTRS DATE: sF �IF BRISTOL, PA ARKANSAS CHANGES TO THIS REV I' 3 IG N S Z 1 5.788.3898 DRAwN BY: GENEREAL NOTES: STRUCTURAL FRAMING DEPICTED ON THESE DRAWINGS IS DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL, STATE & FEDERAL BUILDING CODES DESIGN LOADS: WIND LOAD BASIC WIND SPEED (3 SEC GUST) V=90 MPH WIND IMPORTANCE FACTOR IW=1.0 WIND EXPOSURE =C COMPONENTS AND CLADDING NOT SPECIFICALLY DESIGNED HEREIN SHALL BE DESIGNED FOR THE FOLLOWING PRESSURES: EFFECTIVE WIND AREA = 100 SF 26.7 PSF STRUCTURAL STEEL ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING MATERIALS STRUCTURAL: UNLESS OTHERWISE NOTED HSS MEMBERS - ASTM A 500, GRADE B TUBE STEEL - ASTM A500 GRADE B W -SHAPES - ASTM A36 CHANNEL, ANGLES, PLATES - ASTM A36 ROUND PIPE - ASTM A53 GRADE B ALUMINUM - ASTM 6061 - T6 REBAR, REINFORCEMENT - ASTM A615 GRADE 60 CONCRETE -3000PSI SOIL BEARING CAPACITY - 2500 PSI BOLTS - ASTM A325 ALL WELDING BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 LATEST ADDITION, STRUCTURAL WELDING CODE DRAWING SUBMITTED ARE REVIEWED, PROCESSED AND EXECUTED PER PREVIOUS DRAWINGS ISSUED AND APPROVED BY UNDERSIGNED. SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. CLIENT/CONTRACTOR IS RESPONSIBLE FOR CONFORMING AND CORRELATING DIMENSIONS AT THE JOB SITE FOR TOLERANCES, CLEARANCE AND QUANTITIES, FABRICATOR RESPONSIBLE FOR CONFORMITY OF FABRICATION PROCESS AND TECHHIOUE OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTAL IS: ❑ APPROVED ❑ APPROVED AS IS ❑ REVISED AND RESUBMITTED CLIENT/CONTRACTOR DATE: THIS DRAWING IS SUBMRTED FDR CLIENT: YOUR EXCLUSIVE USE, IN�lS�' CONNECTION WMA A PROJECT BEING �tt� PLANNED SERVICE 5E=7 INC.WILDOATS IT IS NOT TD BE SHOWN TO ANYONE UR ORG4NI�TION- NOR pUTS'IDE YOUR IS rT O DE USED. REPRODUCED. T COWED OR EXHIB= IN ANY FASHION. M A R K E T P L A C E VtTTHoU THE E`CPRESSED PLERNIISSION OF SERVICE SELECT. INC. e REF. ACTUAL WALL TO BE VERIFIED ` �F O ,, O � I � 1" 375 080" THK. ALUM. RETURN PAINTED TO MATCH PMS 7491C (SATIN FINISH) .125" FAB'D ALUM MOUNTING CLIPS RIVETED TO BACK f LOW VOLT WIRE I, DETAIL- HALO LIT "MARKETPLACE" & BARS NOT TO SCALE MUM11J1V 1�■ .IC LDCATION: 16 CANAL STREET SUITES 334-349 LITTLE ROCK 3IGNSBRISTOL,PAARKANSAS 21 5.7BB.3B9B CUT OFF SWITCH J -BOX FOR LETTER TO LETTER WIRE SPLICES 1/4" DIA. HARDWARE TO SUIT WALL 1/8 THK. ALUMINUM FACE PAINTED TO MATCH PMS 7491C (SATIN FINISH) AMBER L.E.D. '/z DIA. ALUM. ALL THREAD MECHANICALLY FASTENED TO LEXAN BACK FOR WIRE PASS THRU (TYR) - POWER SUPPLY AS REQUIRED 1/4" DIA DRAIN HOLE W/ LIGHT BAFFLE (MIN 2 PER LETTER) REF. AnIIAI IA/AI I _.. PRELIMINARY DRAWING ALL CONDITIONS MUST BE FIELD VERIFIED 1?E�/ISIC]N: DATE 12.11 .06 DESCRIPTON: 3 ELEVATIONS t SCAM: W/ T-8" HALO LIT CHANNEL LTRS rim CHANGES TO THIS REV: 4 DRAWN BY: G T 125" FAB'D ALUM MOUNTING ;LIPS RIVETED TO BACK 080" THK. ALUM. RETURN (WHEAT STEM PTD PMS 7477C LEAVES PAINTED 7491 C) ALUMINUM TROUGH W/ALUM. COVER AT WHEAT LEAF CONNECTIONS PAINTED TO MATCH FASCIA LOW VOLT WIRE AMBER L.E.D. 1/2" DIA. ALUM. ALL THREAD MECHANICALLY FASTENED TO LEXAN BACK FOR WIRE PASSTHRU 3/16" THK. CLEAR LEXAN BACK CLIP RIVETED TO RETURNS 1/8 THK. ALUMINUM FACE PAINTED (SATIN FINISH) (WHEAT STEM PTD PMS 7477C LEAVES PAINTED 7491C) 1" PVC SPACER WELDED CONSTRUCTION /4" DIA DRAIN HOLE W/ LIGHT BAFFLE MIN 2 PER LETTER) .-WHEAT GRAPHIC NOT TO SCALE APPROVED BY: THIS DRAWING IS SUBMRTED FOR YOUR EXCLUSIVE USE. IN CONNECTICN WITH A PROJECT BEING PLANNED BY SERVICE SELECT. CLIENT: IS NTO BE SHOWN TD ANYONE ITIS DATE: NOR OUTSIDE YOUR ❑RGNO WILDOATS IS IT TO BE USED. REPRODUCED, COPIED OR EXHIBITED IN ANY— M A R K E T P L A C E FASHION. I:1ITHOLIT THE E RRESSED PERMISSION OF SERVICE SELECT.. INC.