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HomeMy WebLinkAboutARB201700006 Certificate of Appropriateness 2017-03-14COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 March 14, 2017 Jeffery Adinolfe Atlas Sign Industries of Florida, LLC 1077 W. Blue Heron Blvd West Palm Beach, FL 33404 RE: ARB -2016-6: Bojangle's Restaurant - Sign (03200-00-00-041D4) Dear Applicant, We have reviewed your request for the above -noted sign(s) and have approved the design(s) as illustrated in the attached drawing(s) with original drawing date of 1/23/2017 and latest revision date of 3/8/2017. You may consider this letter your Certificate of Appropriateness. This approval is predicated on the fact that the design and materials, as proposed and illustrated, will be used. The acceptance of approval implies that the applicant has agreed to execute the design as indicated on the submittal items presented. Any changes in the approved design will require a new application and additional review. PLEASE NOTE: A CHECKED BOX MEANS THESE CONDITIONS APPLY TO YOUR SIGN APPROVAL ® This ARB approval is only one approval required prior to installing a sign. An approved sign permit is also required. Please do not proceed with the construction or installation of your sign until you have received your signed permit. If you have questions about the status of a sign permit application, please contact the permit intake staff at 296-5832. ® The level of illumination produced by the LED lights shall not exceed the level of illumination produced by a single stroke of 30 milliamp neon. ® "Opaque" means that light will not pass through the material. Consequently, the color of the background portion of the face of the sign will not be visible when the sign is internally illuminated at night. If you have any question about this requirement for an opaque background, do not proceed with the construction or installation of the sign until you have spoken with County staff. ® A portion of the freestanding sign has been approved as a non -illuminated sign (no lighting). To add lighting to the "Breakfast Served All Day" portion of the freestanding sign, the applicant must first obtain ARB approval and an approved electrical permit. If you have any questions concerning this action, please feel free to contact me. Sincerely, P ty to Senior Planner 434-296-5832 x3250 psatemye@albemarle.org cc: Hollymeade/29 LLC ARB File This document was prepared for Wilgo B0, LLC - Will Gordon 703 East Jefferson Street Charlottesville VA 22902 Jurisdiction Zoned: Planned Development Mixed Commercial Planner: Stewart Wright - Senior Permit Planner Phone: 434.296.5832 ext. 3024 Email: Swright2@albermarle.com Planner: Brent W. Nelson - Planning Services Department of Community Development County of Albemarle 401 McIntire Rd. Charlottesville, VA 22902 Phone: 434.296.5832 ext. 3438 11 General Sign Plan Corporate Location ❑ Franchise Location V iSIGN INDUSTRIESI Timberwood Blvd &Seminole Trail (Hwy 29)(TM32-41D4) Charlottesville, VA 22911 Submission Date: 1/23/2017 Re -Submission Date: 3/8/2017 M � a ®ee� . —4— * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 c w., 0 �®Illllve ate SIGN INDUSTRIES NATIONAL HEADOLIARTERS 1077West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-1 Sheet No. (1) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 7126116 By AP Revision 2 8102116 By AP Revision 3 12120116 By AR Q Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. CLISTED Approved by: Date: Q APPROVED AS SHOWN 17-1APPROVEDAS NOTED Site Plan 0 CORRECT&RESUBMIT se y0p _ NOTE: Our sign will be outside of existing g 9 easements and will not conflict with any existing structures. +�'� o------------- _A 5 ---- ,,BJ �` � / + L e �♦ Or �/ o�♦�, •"`�+; , ,� { of -' °� �/ � / cb / �5 (� e Chicken 'n Biscuits `�.11 / �c � y1 ^+ C / NORTH Required Setback: To remain out of ROW and land utility easements SCALE: 1" = 30'-0" _ *NOTE: Sign placement is to be verified in field and is subject to change -N, \\'\ \\\ \ '\ * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 O 12' D/F Monument Sign N"N a te SIGN INDUSTRIES NATIONAL HEADOLIARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone:(561)863-6659/(800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-2 Sheet No. (2) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6/96118 By A9 Revision 2 8102116 By AP Revision 3 12128116 By AR VJ14t Famous Chicken'n Biscuits Site Map �LUNDERWRITERS LABORATORIES INC. CLISTED �..... n,ua0 � Approved by: Date: 0 APPROVED AS SHOWN 17-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT NORTH SCALE: 1" = 30'-0" Required Setback: To remain out of ROW and land utility easements *NOTE: Sign placement is to be verified in field and is subject to change Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 NOTE: Landscaping around sign to be provided by GC (not provided by Atlas Sign Industries). Final landscaping at base of sign to match landscaping specified in Final Site Plan. Landscaping depicted on this drawing is for illustrative purposes only n 4GN OF PERFORMAN L K �'Q NATIONAL HEADQUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No part of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-3 Sheet No. (3) OF (11) ® Date 0711412016 Famous Chicken'n Biscuits Path Food & BevlBojangleslVAICharlottesville PM Dawn Sutherland Drawn By A. Peck • I 1 . Scale As Shown Revision 1 9/96 118 By AV Revision 2 8102116 By AP Revision 3 1/10/12 By HH ss r��t.�+:r•���� Q Q 12' D/F Monument Sign Famous Chicken'n Biscuits Q Q Q LL -42 Channel Letters Site Map - Landscaping �LUNDERWRITERS LABORATORIES INC. LISTED 00p Approved by: Date: Q APPROVED AS SHOWN Q APPROVED AS NOTED Q CORRECT & RESUBMIT ST -8 Nw DI -7 O T�P=548.5 -------------C tion To FutureeC tel Site — — R25. R25.0' T 24� SO I . Matchline �WATER New 10' \ DI-3C/ie Into ST -11 Ex. CG -6 / \ � £ R70.0' \ nnvsl \ 24.0 ams z Vew CG -2 T-10 s,s-zz G Eu..- ',6. . 23 ' Concrete e ' Sidewalk ST -9 so \ 0 ST— New TxE �� `\ Chpfine/IP�R�P Ex. sRAiAse �...�...� _ x Matchlin -- O 20Yhde-- _ Gravel Road I I - R6 New CG -1 ew Standard Entrance ne e Ex. 20' a scocxeuaowa tdi24.0 Flash 24.0' Peoa� w WW w, anssET, EasemegI — — um stter Curb DB 482 PG 710 R1 EndasJre 20'R1 Motchline < I New 5' Sidewalk I p. O ea BuIL,81ING1E133,f1x IIEIN I ` 1®' a o 0:'6.' Drive—Throw h , 9 y • 2 9.0' 9.0' .p Window �r a—Ar A, IT 11101 e o' talo' 8.0' i8.o' zalo' 18.0' so' moa°xz.EE.1T "� 1 19 BOJANGLES' SP CES SP CES 9.0 RESTAURANT B.'io° a_ISEIE9T I I I I rix-�, Es t a awl umaa.e:x� I za a111TARIB9 25,—T. ------ Le y-- --- ___Y_="- sx Ngw nash Stamped PROTOTYPE C fAfAfApppncrete crosswalk B0_8.0 3516 SQUARE , eEo --- l m T� a He s� a.Cx V 7w nBlock Retaining Wall Ii7stading Eagle Bay Diamond Pro or Approved Equivalent. James River Color. 1 xm / ` \ Ex. S Landscaping Easement DB 4826 PG 352 Existing 6' Rock Wall Note: Pond Viewing Area tanding Block staining Wall —{--Eagle Bay Diamo /Pro or Approved Equivalent. James River Color. , Align new retaining wall with jMa,of existing concrete headw 11. Install paver yeaser on face ofWE '110 James River color. Align face of •�s�existing heal -11 using 1,,1, 1,, Cottage Stone 6"x9" po,er In L'.AW •wnn �__`••arenew taining wall flush with faceof pay r•�nnn 1 CF New Monument Sign o""TAR' ssxEx Es1r • m.s. ass-rzs Ex. 29' Landscaping Ea-tpnt 41 4826- RG -352 — — — — — Ex. 8' Access & Retuning Wall Easement vasr _ i_ _ - x DB 4826 PC 352 0— PAPIT 3' Grass Strip U.S. ROUTE 29 SEMINOLE TRAIL 11111B�'a'"' 71 nix * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 O OO 0 Site Map - Utility Easements ate SIGN INDUSTRIES NATIONAL HEADOLIARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-4 Sheet No. (4) OF (11) Date 07 /14 1 2016 Path Food & BevlBojangleslVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6/96118 By A9 Revision 2 8102116 By AP Revision 3 1/10/12 By HH O Famous Chicken •n Biscuits �LUNDERWRITERS LABORATORIES INC. LISTED i�SC Y � amoni x,ax0 � Approved by: Date: 0 APPROVED AS SHOWN 17-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT Illlaal�'1 ill Post & BA4 Grand r eEo --- l m T� a He s� a.Cx V 7w nBlock Retaining Wall Ii7stading Eagle Bay Diamond Pro or Approved Equivalent. James River Color. 1 xm / ` \ Ex. S Landscaping Easement DB 4826 PG 352 Existing 6' Rock Wall Note: Pond Viewing Area tanding Block staining Wall —{--Eagle Bay Diamo /Pro or Approved Equivalent. James River Color. , Align new retaining wall with jMa,of existing concrete headw 11. Install paver yeaser on face ofWE '110 James River color. Align face of •�s�existing heal -11 using 1,,1, 1,, Cottage Stone 6"x9" po,er In L'.AW •wnn �__`••arenew taining wall flush with faceof pay r•�nnn 1 CF New Monument Sign o""TAR' ssxEx Es1r • m.s. ass-rzs Ex. 29' Landscaping Ea-tpnt 41 4826- RG -352 — — — — — Ex. 8' Access & Retuning Wall Easement vasr _ i_ _ - x DB 4826 PC 352 0— PAPIT 3' Grass Strip U.S. ROUTE 29 SEMINOLE TRAIL 11111B�'a'"' 71 nix * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 O OO 0 Site Map - Utility Easements ate SIGN INDUSTRIES NATIONAL HEADOLIARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-4 Sheet No. (4) OF (11) Date 07 /14 1 2016 Path Food & BevlBojangleslVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6/96118 By A9 Revision 2 8102116 By AP Revision 3 1/10/12 By HH O Famous Chicken •n Biscuits �LUNDERWRITERS LABORATORIES INC. LISTED i�SC Y � amoni x,ax0 � Approved by: Date: 0 APPROVED AS SHOWN 17-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT The level of illumination provided by LED lights will not exceed the illumination produced by a single stroke of 30 MA Neon 14 oss mover® LED LIGHTING TECHNOLOGY PRESSURE STABILIZING VENT — Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. EXPECTED LIFE - Minimum 60,000 to 100,000 hours depending upon the ambient temperature of installation location. LEDS - Features an array of select, mid -power, high brightness, high efficiency LED chips; CW - 50000K color temperature, 70 CRI (nominal) or NW - 40000K color temperature, 80 CRI (nominal). DISTRIBUTION/PERFORMANCE - High performance, Wide Flood distribution (WFL). . HOUSING — Architecturally styled, one-piece, die-cast aluminum, 360 alloy, low copper housing features a multi -radius rectangular shape with integral cooling ribs over the back, and .156" nominal wall thickness. One-piece vulcanized silicone gasket seals the door frame to the housing and is concealed when fixture is closed. DOOR FRAME — One-piece, die-cast aluminum, 360 alloy, low copper .156" nominal wall thickness door frame secures to housing via four, stainless steel recessed captive torx T-30 screws. 3/16" thick clear tempered glass lens is sealed to door frame by a one- piece silicone gasket and ten black zinc plated clips. MOUNTING - Standard is a heavy duty die-cast knuckle assembly with 3/4" NPSM male threaded arm that provides up 18511 range of motion. Knuckle locking plate teeth and arm allow for tilt / aiming in 7.50 increments. Aiming angle markings in 150 increments allow reliable error free aiming. Standard knuckle mount tested to withstand up to 3G vibration load rating per ANSI C136.31. Optional YM - Yoke mount is also available. Mounting accessories include Stanchion Mount, Post -Top Adaptor, Junction Box, & Wall Mount for recessed or surface mount applications, which must be ordered separately. ELECTRICAL - Two-stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Scenario 1, Location Category C Low, 10KV. Available with universal voltage power supply 120-277VAC (UE - 50/6OHz input) . DRIVERS - Available in Super Saver (SS) and High Output (HO) drive currents. Components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. Optional 0-10V dimming driver available, with controls by others. OPERATING TEMPERATURE - -400C to +400C (-400F to +1 040F). FINISH - Fixtures are finished with LSI's DuraGrip° polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. WARRANTY - LSI LED fixtures carry a limited 5 -year warranty. PHOTOMETRICS - Please visit our web site at www.Isi-industries.com for detailed photometric data. SHIPPING WEIGHT (IN CARTON) - 18 lbs. (8.2 kg.) LISTINGS - UL listed to UL 1598, UL8750 and other U.S. and International safety standards. Suitable for wet locations. rhis product, or selected versions of this product, meet the standards listed below. Please consult factory for your specific requirements. lane Mim �fil+oHS R� - IPs6 „e ek America, marc wet location COMPLIANT *I�L) * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 LIGHT OUTPUT - PFLM 67171-5 NEMA Lumens Watts 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville Type (Nominal) (Nominal) LPW _ d SS 7x7 2911 31 94 Monument Sign L K �'Q 4w 41111111111111" THE SIGN OF PERFORMAN NATIONAL HEADOLIARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-5 Sheet No. (5) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 1196118 By AV Revision 2 Revision 3 1 110112 By HH Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. CLISTED �mo.. a,ea0 � Approved by: Date: 0 APPROVED AS SHOWN r_1 APPROVED AS NOTED 0 CORRECT & RESUBMIT E2 a`� 0 0 N 801/4" (6'-81/4") 731/2" (6'-11/2") 5 /2 Lo rn Scale: 1/2" = V-0" Pan formed acrylic sign face with surface applied vinyl graphics. All vinyl is opaque except "Bojangle's" Maximum width of black outline/shadow is 1" 2" retainer DN -ILLUMINATED at acrylic sign face with surface applied iyl overlay 60" aluminum Pole Cover to grade. Painted M -36C -2T 76" Brick base by others than Atlas Brick Type: "Old South Handformed" "Height measured by normal grade. Placement is subject to approval. Bo4: MAIN ID - Double face internally illuminated sign cabinet of aluminum and steel. Cabinet finished in black acrylic urethane enamel. Panned acrylic face with surface applied vinyl graphics to match Bojangle's yellow, red & black. All Vinyl is opaque except "Bojangle's". BSAD6: Single face NON -ILLUMINATED sign cabinets fabricated of aluminum w/ fabricated (welded) retainers (end retainer to be removed so that faces slide out for service). Cabinets finished in black acrylic urethane enamel. Faces of flat SG -05 White acrylic w/ translucent red film & opaque black film applied to 1 st surface. Primary "Bojangle's" sign cabinet is internal illumination by LEDs (as required). All wiring UL approved. 120 Volts. & secondary cabinets mounted onto (1) steel post set in concrete foundation. Pole Cover constructed of aluminum and finished in acrylic urethane enamel. 24" (2-0") 27" COLOR SCHEDULE ELECTRICAL Volts DATA 120V Primary / 12V Secondary Total AMPS 3.4 Circuits 1 Visible Disconnects (1) 20 Amp @ 120VAC Power Supplies 1 (4) GEPS 12-60 @ .85 amps ea 1. All materials and fasteners meet 3004.4 2. All electrical components are UL listed and approved. 3. Sign grounded according to NEC 600.7. 4. Signs manufactured and listed NEC 600.3 and marked per NEC 600.4. 5. All branch circuits per NEC 600.5(B).1 or (B).2. 6. All Signs controlled by photocell or time clock per FBC 2010 505.2.3. 7. One visible 20 amp disconnect per sign per circuit per NEC 600.6(A).1 SQUARE FOOTAGE: MAIN ID: 4'-7112' x 6'-8" x 80%.........24.47 Sq Ft BSAD: V-3" x 6'-1 1/2" .........................7.65 Sq Ft TOTAL..............................................32.12 Sq Ft * All vinyl to be OPAQUE except "Bojangle's" * "Bojangle's" is the only component that is illuminated. * "Illegal" red will not be used - ARLON 2100-03 Gloss Black Vinyl; Black (High Gloss) ARLON 2500-3977 Gloss Red Vinyl (PMS 187) 0 ARLON 2500-3978 Gloss Yellow Vinyl (PMS 109) - Akzo Noble Black (gloss) 0 Matthews 36C -2T Tan (gloss) matches building (PMS 466) Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 Monument Sign � � NIL i4s 44 FJ THE Sff IGN 6F PERFORMAN �-_ NATIONAL HEADQUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted that purchase by client named on drawing. No part of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-6 Sheet No. (6) OF (11) Date 0711412016 Path Food & BevIBo/anglesIVAlcharlonesvme PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 9/96 118 By AV Revision 2 8/02/16 By AP Revision 3 11111111 By FIR VJA G t Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. LISTED Approved by: Date: Q APPROVED AS SHOWN Q APPROVED AS NOTED Q CORRECT & RESUBMIT 12'-0" II IIIlIIIII�II a - .a d 2' 6" d C d 4 a 6" a { d• ELEVATION REBAR SCHEDULE PER 3" MINIMUM COVER EACH SPREAD FOUNDATION DO NOT WELD REBAR LOCATION SIZE CITY OVER TURN BOTTOM OVERTURN STEEL #4 6 DISPLAY CABINETS AND 2'-0ELECTRICAL/ ILLUMINATION #4 6 1 5" ATTACHMENTS DESIGN BY OTHERS BY OTHERS 44 4 12" TOP -1RANSVERSE STEEL #4 4 12" SIGN CABINET OF 2 ® DRAINING 110. B102018 OVER TURN 4'-7112" � ® � HSS4x4x0.250 ® GRADE HSS4x4x0.250 HSS4x4xO.250 4„ SIGN CABINET d A. V-3" 6'-1 112" 4' 4 CLADDING AND ATTACHMENT DESIGN BY OTHERS T-6" 9 112" e d a a ..d a 6'-4" 2'-3" �0 00 6" I mo— —� BRICK BASE AND =IL E DIA. ITS FOUNDATION — �00 �00=IE DESIGN BY OTHERS --IL— OPTIONAL CAISSON FOUNDATION II IIIlIIIII�II a - .a d 2' 6" d C d 4 a 6" a { d• ELEVATION REBAR SCHEDULE PER 3" MINIMUM COVER EACH SPREAD FOUNDATION DO NOT WELD REBAR LOCATION SIZE CITY SPACING BOTTOM OVERTURN STEEL #4 6 15" TOP OVERTURN STEEL #4 6 1 5" BOLT OM 1 RANSVFRSF STPEL 44 4 12" TOP -1RANSVERSE STEEL #4 4 12" GRADE �— SEE REBAR SCHEDULE 2.43 CU YD CONCRETE REQUIRED 3" MINIMUM CONCRETE COVER REQUIRED ' d 4 aA a — — T-9" GRADE GRAPHICS DEPICTED ON THIS DRAWING ARE FOR ILLUSTRATIVE PURPOSES ONLY! USE ONLY APPROVED ARTWORK FOR PRODUCTION. THE SCOPE OF THIS ENGINEERING IS LIMITED TO THE DESIGN OF THE COLUMN AND FOUNDATION. ALL. OTHER ASPECTS OF THIS DESIGN ARE EXPLICITLY EXCLUDED. 1.97 CU YD CONCRETE REQUIRED NOTES Mdosgm dopHrd -rh'is drawing are Ire sola propedy of Gregory A, Camphall, P,E, do.a" speaf III 1y thls "00. Use of Rose dosgas for arty p"rpa etherft. Ire Ialeaded apperalloa eglhoo wdn6a soaseal of CwegaryA. CampheU. P.E. u prahlblded. MA --f pts kft,ratlon presented hoela. wlthool Uvners e,—t.i a.r,wrae ar l"Iell w.w prepa,tyaM W a or ba Iarerolgd_ BOJANGLE'S 3370 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22911 CLIENT: ATLAS SIGN INDUSTRIES �0 L� ■ 1077 WEST BLUE HERON BLVD. ill I #ZW WEST PALM BEACH, FL 33404 o GREGORY A. CAMPBELL D Lic. No. 23072 �0 GREGORY A. CAMPBELL, P.E. 4713 OLD NILES FERRY ROAD MARYVILLE TN, 37801 ��� 0 N A L 865-437-0564 SHEET BY PROJECTNO, 1 C R 17-0010 OF 2 DATE 1116!2017 DRAINING 110. B102018 * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 Engineering SIGN INDUSTRIES =ftft ft -ftp - NATIONAL HEADOUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-7 Sheet No. (7) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 0196118 By AV Revision 2 ' ......r.rry I f rvf Ic L,y nn o Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. LISTED i�SC Y �..n. ntee0 � Approved by: Date: 0 APPROVED AS SHOWN r-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT Notes: lano"'Y 14,2017 OWNER: RIREINFORCING 67171-8 STEEL (8) OF (11) Date 1. Design Criteria: PROIECTN 17-0010 33705tMINDVTRNL Dawn Sutherland Drawn By A. Peck Scale As Shown Building Code: IBC 2012 DRAWINGN 61°2018 CHARLOTTESVA. E,VA 27911 FOR FLEXURE WINDSPEFD 115 MPH BOTTOM STEEL REQDPER FOOTOFWIDTH 0.058 tNA2 Wind Speed: 115 MPH, Exposure C WIND LOAD 19.19 PSF CLIENT: ATLAS SIGN INDUSTRIES TOPSTEELREO'D PER F007OF WIDTH 0023 INA2 Category II BUILDING CODE IBC 2012 1077 WESTBLUE HERON BLVD. 9 Y R}VIERA BEACH, FL 33AW OVERTURN BOTTOM STEEL REBAR SIZE 4 2. A soil report was provided by Underhill (project number 16022-00), dated July 9, 2016 for this site. AREA R kN"7 Foundation analysis is based on the information in this report. The allowable bearing WT/FT WT/FT .6 D.E6B LB provided Y p p g AREA REQ'D/FT IKOSS ,N-2 pressure should be verified prior to placement of concrete. In the event that the stated Adjusted Adjusted SPACING 15 IN requirements are not met and conditions appear deleterious, cease and secure excavation and Height 81,101 Shape Cf Centwid Area Wind Moment Centroid Moment HUMBER RECLD 6 DeserotIon (FT) (FT) Fatter Adjust. (FT'} [SF) FoNe(K) (K-FTj (FTI (K -FT) AREAPROVIDEO/FT a 161 IN -2 immediately contact THE CLIENT. SIGN 4.958 6.688 0.829 1.700 2-402 27.152 0.521 1.251 2.650 1381 LENGTH 3.250 FT 3- Spread foundations based on a safe vertical soil bearing minimum of SIGN 3.750 6.125 0.956 1.000 0625 7,321 0.652 1.991 3.319 2.195 WEIGHT 13.0 LB are presumptive pressure CLADDEING 0.792 5.000 1.000 2.000 0,396 3.958 0,732 2.544 3.800 2.803 EDGE DIST 4.5 IN 1500 psf. Caisson foundations are based on a presumptive safe lateral soil bearing pressure BRICK BASE 5.000 6.333 1-030 1.000 2.500 31.662 1.345 7.751 6.362 8.558 OVERALLF14GHT 12 OVERTURNTOP STEEL REBAR SIZE 4 minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short-term lateral ARER 0,20 ' loads and not adversely affected by a 112" motion at grade are permitted to be designed using WT/FT WT/FT 0.668 LB LB COLUNCALCULATIONS M AREA 0.013 INA2 twice the tabulated value of the corresponding soil class. SPACING 35 IN 4. Foundation shall not be on, or at the top of a slope exceeding 3:1 without evaluation by a T-TUar; P - PIPE; W = WOE -FLANGE; O=OTHER NUMBER READ 6 placed NOMINAL AREAPROVIDEO/FT 0.168 INA2 competent Professional Engineer. Column Column Wall Ixx Sxx 2zs DESIGN FLEXURAL LENGTH WEIGHT 3.250 13.0 FT L6 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3000 psi. Description Depth Width Thibk-s MOMENT STRENGTH UNITY II N) (IN) LIN) (IN -4) [IN -3) ON -31 (K -FT) (K -FT) EDGE DIST 4.5 IN 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with deformations, in accordance T SIGN 4.000 4.000 0.250 7.800 3.900 4.690 1.381 10.765 0.129 T SIGN 4.000 4.000 0,250 7.800 3.900 4.690 2.196 10.765 0.204 TRANSVERSE STEEL RLBAR5ITE 4 with ASTM A305. Welding of reinforcement is prohibited. T CLADDONG 4.000 4.000 0.250 7-000 3.900 4.690 2.603 10.755 0261 AREA PER BAR 0.20 IN -2 7, All support members shall be free from defects. Steel tubes shall meet ASTM A500 Grade B with a T BRICK BASE 4.030 4.000 0.250 7.800 3900 4.h90 B.558 10.765 0.797 WTIFT SPACING U668 12 1.8 TN minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with a minimum NUMBER D LENGTH LENGTH 4 0500 FT yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. WEIGHT 17.4 L9 8. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS FOUNDATION CALCULATIONS EDGE DIST 4.5 IN standards within the past two years. SPREAD FOUNDATION TOTALWEIGHT 60.8 LS 9. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTM A563 and washers shall meet ASTM F436 when used with high strength MOMENTATGRADE 8.558 K -FT SHEAR AT GRADE 1.345 K bolts. All high strength bolts shall be tightened using the Turn -of -Nut method unless noted OFAD LOAD III K otherwise. LENGTH 3.750 FT WIDTH 7.000 FT 10- Existing site conditions depicted are as reported by THE CLIENT- Should field conditions differ DEPTH 7-500 FT CAISSON FOUNDATION from those this drawing, THE CLIENT immediately for direction- CONCRETEWEIGHT 9.844 K shown on cease work and contact TOTALWEIGHT 10.344 K MOMENTATGRADE &558 K -FT The scope of this engineer does not include on-site observations. OVERTURNING MOMENT 11-921 K -FT FACTOR OF SAFETY 1,627 SHEARATGRADE REFERENCEIBC 1807.3.2&TABLE 1806.2 1.345 K 11- This engineer will not be responsible for safety on this jobsite before, during, or after the installation WT 1.127 FT ASSUMLATERA SEARIN S 114- GM, &GC of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the p Y L/2 -e 0.723 L/2.. LATERAL BEARING PRESSURE-PSFIFT PRESSURE- OF DEPTH 150.000 PSF/FT SOILPRE55URE=2'WTIl3'(1/2-e)•WIDTH 1363 PSF S1 750.000 installation of this structure is completed using methods that fully comply with OSHA regulations. CONCRETE REQUIRED 2.431 YDa3 DEPTH 7.59° FT 12. Any deviation from this design or from any of this drawing without written consent of this DIAMETER 3.000 FT part prior h 6.352 FT engineer voids this drawing in its entirety, CALCULATED 3.892 13. The depicted this drawing is intended to be installed at the address shown and should DEPTH FT structure on CONCRETE REQUIRED 1.953 YO -3 not be used at any other location. NOTE: Nl designs dapided on Ihisdr nR ora the solo propeny of GregoryA. Campbell, P.E. developed spaodo Ah, for Ih'e profed. Usaof Iheso designs lar any p,ar-athe,Ihaa Warredapplizationwllhoulw0Iasn=entofGregAryA. BOJANGLE'S waneial0..rs nnp„� ii aa�a^ � iian,,2,mI s porlyrandWu rof e' 3370 SFMINOLE TRAIL tolemLad. CHARLOTTESVILLE, VA 22911 7GREGORY CLIENT:ATLAS SIGN INDUSTRIES �i, �R1077 WEST BLUE HERON BLVD 'AOWEST PALM BEACH, FL 33404 MPBELL DGREGORY A. CAMPBELL, P -E- 072 4713 OLD NILES FERRY ROAD MARYVILLE TN, 37801 =�v�' 865-437-0564 ��� SHEET F BY I PROJEGTNO. Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 2 CR 17-0010 OF DATE OFIAWING N0. 2 1/16/2017 B102018 L � W-4 �'Q 4W 4W THE SIGN OF NATIONAL HEADQUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No part of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-8 Sheet No. (8) OF (11) Date 0711412016 Path Food & BevlBojangleslVAICharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 9/96/18 By AV Revision 2 Revision 3 1/10/12 By HH O lj"ka o Famous Chicken'n Biscuits UNDERWRITERS LABORATORIES LABORATORIES INC. LISTED i�SC .. bee 00 Approved by: Date: Q APPROVED AS SHOWN Q APPROVED AS NOTED Engineering 0 CORRECT & RESUBMIT a "Ims SIGN INOUSTRIES 101'-0" 35'-2" NATIONAL HEADOLIARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Equal Equal META GANOP Equal Phone: (561)863-6659/ (800)772-7932 Fax: (561)863-4294 METAL CANOPY EIF5 BRICK SOLDIER LONTINUd15 AGG[3iT METAL AWNlN6 5LA55 BLOCK EIFS GORNlGE FIELD AT CANOPIES FIEL - EIFS CONTINUOUS AGGENT BRICK SOLDIER ACCENTGCORSES BRI%KATERTABLE BRICK _ BRI FERICKWAT TABLE 1/1 ACCENTGOUR5E5 NORTHEAST DIVISION 707 Commerce Dr., Concord, INC 28025 "'� "'P• - Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 ------- --------- - n www.atlassignindustries.us M This design /engineering Is to remain Atlas Sign Industries exclusive property until '- ' approved and accepted thru purchase by client 4 n 1 named on drawing. No pan of design and or r N specifications may be duplicatedlicated without ❑ ❑ �,! z� written authorization of Atlas Sign Industries. C Copyright 2011 - -- - - --- — �. - - - - - - -- - --- FSDate 67171-9 - (9) OF (11) 07 /14 1 2016 Right Elevation Front Elevation Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6104113 By JS Revision 2 Revision 3 1 110112 By HH 44'-81/2" 101'-0" I^IALJ.. �r1r5 fBRONNz�1 FIELD BRICK ROOF LINE WALL L6HT (BRONZE)RECESSED Equal Equal _ D T CANOPIES METAL ANWING BFS WNTNXX5 ALGENT 6LA55 BLOGtC ar10K soI..DIErz FI GORNIGE ElrS OLA55 BLocK BRICK GONTINOWS AGGENT A BRICK SOLDIER EIr$ METAL GAKOPY Famous Chicken'n Biscuits FBR rK WATER TABLE ALGENT G0UR5E BRIG PILA5TER BRICK WATER TABLE ACCENT COURSES - - - _-- - - - 1 I UNDERWRITERS LABORATORIES INC. LISTED N Approved by: ^b' 41'-4' Rear Elevation Left Elevation Date: 0 APPROVED AS SHOWN * VED AS NOTED Timberwood Blvd & Seminole Trail (H 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 �APPROCT&RESUBMI (Hwy Elevations 0 CORRECT &RESUBMIT Bojangle's Letters: 25.65 Sq Ft (each set) 76.95 Sa Ft TOTAL PROPOSED 4 nnil 14 ni niuii ilii i�u��.wuy Nwnwu UdUK Ul LI lU O Quantity (3) Scale: 3/4" = T -O" MAP 36C -2T Tan (to match building color) Raceway -Mount Letters (3) Internally illuminated letters fabricated of aluminum (.063 returns, .063 backs, 3 7/8" depth) Letter returns finished in black acrylic urethane enamel. Faces of 2793 Red acrylic secured with black trimcap. Internal illumination by GE Red LEDs. Power supply & wiring located in continuous aluminum raceways (color: Matthews 36C -2T). All wiring UL approved. Raceways installed flush to fascia via 3/8" bolts (see mounting detail). COLOR SCHEDULE — Black returns (High Gloss) — Black Trimcap — 2793 red acrylic (PMS 187) — GE red LED's 0 Matthews 36C -2T (PMS 466) - matte (matches building color) ELECTRICAL DATA EACH SET OF LETTERS 1. All materials and fasteners meet 3004.4 2. All electrical components are UL listed and approved. 3. Sign grounded according to NEC 6007.7 4. Signs manufactured and listed NEC 600.3 and marked per NEC 600.4. 5. All branch circuits per NEC 600.5(B).1 or (B).2. 6. All Signs controlled by photocell or time clock per FBC 13-415. (ABC).1.4. 7. One visible 20 amp disconnect per sign per circuit per NEC 600.6(A).1 Aluminum Jumps painted MAP 36C -2T Tan (to match building color) the * Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 3%11— 5" END VIEW Disc Switch EFIS 3/d' Plywood 3 -i/3" 5" Continuous 2" x 6" Top Plate 1 ^ Black Jewelite Trim Back of parapet GE Red MiniMax LEDs 2" x 6" Studs =--= 3/8" x 5" RdAead Raceway "T" style toggle bolt Dis/Switch 3/8" x 5" Rd. -head "T" style toggle bolt LED Power Supply Primary 10'-0" Whip 0 AutoHuas LED 2793 Continuous double 2" x 6" nailer �FRed Acrylic Roof line L 16/ 1 MOUNTING TO EIFS/PLYWOOD LL -42 Channel Letters dill 4w THE SIGN OF PERFORMAN NATIONAL HEADOUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-10 Sheet No. (10) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6106116 By AV Revision 2 Revision 3 1 110 112 By HH 0 Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. LISTED Approved by: Date: 0 APPROVED AS SHOWN 17-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT A: A SECTION @ WALL & LETTERS SPECIFICATIONS: 1. .040" x 3 1/2" DEEP FORMED ALUMINUM RETURNS FASTENED TO LETTER BACK WITH 1/2" x 112" x 18 GAUGE STAPLES, (1) EVERY 3" TYPICAL. SEAL AT RETURN AND BACK OVERLAP INSIDE WITH VOC COMPLIANT 360 WHITE LATEX CAULKING TO PREVENT MOISTURE PENETRATION. 2. 1" JEWELITE TRIM CAP FACE RETAINER BONDED TO ACRYLIC FACE AND FASTENED TO RETURNS WITH #8 x 9/16" PAN HEAD SCREWS. 3. 3/16" AUTOHAUS #2783 RED LD ACRYLIC FACES. 4. .063" ALUMINUM BACKS FASTENED TO RETURNS WITH 1/2" x 112" x 18 GAUGE METAL STAPLES, (1) EVERY 3" TYPICAL. SEAL AT BACK AND RETURN OVERLAP INSIDE WITH VOC COMPLIANT 360 WHITE LATEX CAULKING TO PREVENT MOISTURE PENETRATION. 5. GE TETRA MINIMAX SERIES6 RED LED MODULES MOUNTED TO LETTER BACK WITH 3116" RIVETS AND VHB TAPE. 6. UL #18 AWG UV RATED LOW VOLTAGE LED WIRING CONNECTING LED MODULES OUT THRU BACKS TO LOW VOLTAGE CONNECTION AT POWER SUPPLY INSIDE RACEWAY. CONNECTIONS TO POWER SUPPLY WILL BE TERMINATED WITH UL LISTED WIRE NUTS. 7. FASTEN LETTERS TO RACEWAY WITH #10 x 3/4" SELF TAPPING TEK SCREWS. (4) PER LETTER MINIMUM. 8. 3/8" UL HEYCO BUSHINGS THRU LETTER BACKS AND FACE OF RACEWAY AT LED WIRE PASS THRU TO PREVENT WIRE FRAY. 9. 1/4" MINIMUM DIAMETER DRAIN HOLES WITH LIGHT SHIELDS, (2) PER LETTER PER NEC 600.9 (D). 10.6" x 12" x.063" BRAKE FORMED ALUMINUM RACEWAY WITH ACCESS COVER PER NEC 600.8 AND 1/4" DIA. MINIMUM DRAIN HOLES 1N BOTTOM. 11. UL 120VAC / 20 AMP OUTDOOR RATED TOGGLE TYPE DISCONNECT SWITCH WITH NEOPRENE BOOT MOUNTED TO SIDE OF RACEWAY. 12. GE CLASS 2 12V POWER SUPPLY MOUNTED INSIDE RACEWAY. 13. FASTEN RACEWAY TO WALL AT BOTTOM WITH 3/8"0 x 4" LONG EXTERIOR GRADE LAG SCREWS. (1) PER MOUNTING BRACKET. SEE SIGN ELEVATION FOR QUANTITYAND APPROXIMATE PLACEMENT. 14. UL GROUND LUG WITH #12 GROUND WIRE FASTENED TO RACEWAY. 15. UL #12 AWG PRIMARY BRANCH CONNECTIONS PER NEC 600.5. ALL CONNECTIONS WILL BE TERMINATED WITH UL LISTED WIRE NUTS. 16. UL METAL 90 DEGREE LIQUIDTIGHT CONNECTOR MOUNTED TO TOP OF RACEWAY. 17. FASTEN RACEWAY TO WALL WITH 3/8"0 TOGGLE BOLTS. (1) PER MOUNTING BRACKETAT TOP. SEE SIGN ELEVATION FOR QUANTITY AND APPROXIMATE PLACEMENT. 18.1/4" x 2" x 17" ALUMINUM FLAT BAR MOUNTING BRACKETS WELDED TO BACK OF RACEWAY. 19. UL LIQUIDTIGHT CONDUIT FROM 90 DEGREE CONNECTOR AT RACEWAY, THRU WALL TO CUSTOMER SUPPLIED UL JUNCTION BOXAND CONNECTION TO CUSTOMER SUPPLIED INCOMING PRIMARY FEED. 20. CUSTOMER SUPPLIED UL JUNCTION BOX MOUNTED BEHIND WALL FOR PRIMARYAND BRANCH WIRE CONNECTIONS. 21. CUSTOMER SUPPLIED PRIMARY ELECTRICAL FEED INSIDE UL CONDUIT FROM SOURCE TO JUNCTION BOXAND CONNECTION TO BRANCH WIRING. 122" r'A Aluminum bridge for LED pass-thru. Finish black enamel. � I I I 13 IL -A Timberwood Blvd & Seminole Trail (Hwy 29)(TM32-41D4) - CHARLOTTESVILLE, VA 22911 ELECTRICAL DATA Volts 120V Primary/ 12V Secondary Total AMPS 1.3 Circuits 1 Visible Disconnects 1 Power Supplies 2 @ .65 Amps Each 1. All materials and fasteners meet 3004.4 2. All electrical components are UL listed and approved. 3. Sign grounded according to NEC 600.7. 4. Signs manufactured and listed NEC 600.3 and marked per NEC 600.4. 5. All branch circuits per NEC 600.5(B).1 or (B).2. 6. All Signs controlled by photocell or time clock per FBC 2010 505.2.3. 7. One visible 20 amp disconnect per sign per circuit per NEC 600.6(A).1 .125" Aluminum plate registered trademark with applied vinyl graphics mounted to back of "e". 2 Channel Letters M 4W 4w THE SIGN OF PERFORMAN c - NATIONAL HEADOUARTERS 1077 West Blue Heron Blvd., West Palm Beach, FLA 33404 Phone: (561)863-6659 / (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone: (704)788-3733 / (800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design / engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2011 Drawing No. 67171-11 Sheet No. (11) OF (11) Date 07/14/2016 Path Food & BevlBojanglesIVAlCharlottesville PM Dawn Sutherland Drawn By A. Peck Scale As Shown Revision 1 6104113 By JS Revision 2 Revision 3 1 110112 By HH 0 Famous Chicken'n Biscuits �LUNDERWRITERS LABORATORIES INC. CLISTED Mot �,.. Approved by: Date: 0 APPROVED AS SHOWN 17-1 APPROVED AS NOTED 0 CORRECT & RESUBMIT