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HomeMy WebLinkAboutARB202000126 Plan - Approved 2020-12-15 D/F INTERNALLY LIT MONUMENT (Qty 1) AZ2FS48-96-24L APPROVED CABINET SQUARE FOOTAGE: 32 BASE SQUARE FOOTAGE: 48 By Laura Beth Davis at 1:45 pm, Feb 03, 2020 TOTAL SQUARE FOOTAGE: 80 }} 2'-0" t $ 0 I } 1-6" } I m N Wif/7/4 �OZOne O V tb !� SUM �I f MI s . NWMI3111111.1111111411111111111111111 i 1 -i ii i � zo uTinralamil 11111111111111111 —t i �, �1� ic: _ 111111111111151 , i ! _ '1 FRONT VIEW SIDE VIEW SCALE 3/8"=1'-0" SCALE:3/8"=1'-0" SPECIFICATIONS 1. FRAMED CABINET W/PRE-FINISHED BLK/WHT ALUMINUM SKIN 2. 1 1/2"PRE-FINISHED BLK/WHT ALUMINUM RETAINERS&DIVIDER BAR COLORS/FINISHES 3. WHITE POLYCARBONATE FACES I I P-1 RUSTOLEUM 20-9109 WHITE PRIMER 4. FIRST SURFACE APPLIED 3M TRANSLUCENT VINYL GRAPHICS V-2 I DIGITALLY PRINTED TRANSLUCENT _ V-2 3M 3630-22 BLACK OPAQUE VINYL VINYL APPLIED FIRST SURFACE DP-1,DP-2/FIRST SURFACE APPLIED DIE CUT BLOCK OUT VINYL V-4 V-4 3M 3635-20B WHITE BLOCK OUT VINYL 5. INTERNALLY ILLUMINATED w/GE LED STICKS 6. STEEL POLE SUPPORT I PORTION INSIDE CABINET PAINTED P-1/POLE SUPPORT&FOOTING 1.1 DP-1 PMS 1585C SIZE TO BE DETERMINED PER ENGINEERING _ DP-2 PMS 187C 7. THIN BRICK VENEER BASE,FIREHOUSE TUMBLED BRICK-ENVIRONMENTAL STONEWORKS/BY OTHERS NIGHT VIEW SCALE:NTS p A REV I DATE I BY I DESCRIPTION CLIENT APPROVAL DATE SHEET NUMBER JOB#:231685-R4 1 01.11.19 JS REVISED TO MEET SO FT REQUIREMENTS Site#6464 J CI N ES SIGN DATE 12.28.2018 2 05.10.19 JS UPDATE BRICK SPEC 3 02.03.20 TS UPDATE RED 8 ORANGE COLORS TO PMS CALLOUTS PER CRY/ADD 34*LS 8 34'RS LETTERSETS/ REMOVE OPTION 1 MONUMENT LANDLORD APPROVAL DATE Your Vision. Accomplished. DESIGNER Jenee Sotka 4 02.03.20 JS REVISED31RST034NS WiftOZOne ■O 5 090U20 JS REVI CHARLOTTESVILLE,VA s moo 00 xx XXXX VVWW.JONESSIGN.COM SALES REP.Mike BjorklundQC PROJ MGR.Sand Mansfield 8 00.0000 Xx 'D`x't DESIGN PHASE. CONCEPTUAL y a oo.0o.ao xx xxxx This is an original,un unpublished drawingbyJones Sign Co,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of P 9 JONES SIGN,is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign JONES SIGN will endeavor to closely match colors,including PMS,where specified.We cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale �-v-- �1% (Z -rC -TDD 34LS CUSTOM FACE LIT CHANNEL LETTERS w/ STRIPES (Qty 1) AZ1CL34-371-5LINT APPROVED SQUARE FOOTAGE: 87.5 AZ1 CL34-371-5LEXT By Laura Beth Davis at 1:45 pm, Feb 03, 2020 30'-10 7/8" 8'-0" } 17'-1 3/8" 0 N 11.11r, /APatO2FOffO FRONT VIEW SCALE:1/4"=1'-0" MATERIAL BREAKDOWN GEMXPO-Wi Modules 12V P/5 Si 7.0 S2 7.0 S3 7.0 ......,..Mb AO.....Ai IMM:alb 7/1/ ' 7 "" 8.0 l fd0))/ / - a\. SS 8.0 1 it , 1 11 i e.eAoeeeeea �,/ , Q S6 16.0 !! U 1 57 18.0 LED LAYOUT MATERIAL UST SCALE:NTS LED GEMXPO-W1 130 Mod 65 Ft GEMXRD-W1 Modules 12V P/S " Module GEMXRD-W1 121 Mod 61 Ft A 19.0 U 13.0 Power GEP512-60U-NA 2 Ea T 10.0 Supply o 14.0 1 Supply Wire 9409 _ 125 Ft Z 21.0 © I 0 Choose one wire 192160004 42 Ea 0 14.0 connector 191600041 42 Ea N 14.0 End Caps 191600041 38 Ea E 16.0 SPECIFICATIONS 0 1. 3/16"THK WHITE PLEXIGLAS w/DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-2 AUTOZONE LETTERS I 2. AUTOZONE LETTERS INTERNALLY ILLUMINATED w/GE TETRA LED 3. 3/16"THK WHITE PLEXIGLAS w/DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-1 AUTOZONE STRIPES 4. AUTOZONE STRIPES INTERNALLY ILLUMINATED w/GE TETRA LED WAIF . / 5. 5"PRE-FINISHED.040 BLACK/WHITE ALUMINUM RETURNS LETTER LOCKED&RIVETED TO BACK AND CAULKED I INSIDE OF LETTERS AND STRIPES TO BE WHITE 6. 1"GLOSS BLACK JEWELITE TRIM FASTENED TO LETTERS&STRIPES wl MINIMUM © 2"GAP IN BACK PANEL #8 SHEET METAL SCREWS PAINTED P-8 I SPACING SHALL NOT EXCEED 18"/NO FEWER TO ALLOW ACCESS TO THAN FOUR(4)SCREWS PER FACE 00 ELECTRICAL WHIPS 7. WHITENVHITE ACM BACKS LETTER LOCKED&RIVETED TO RETURN AND CAULKED ® NIGHT VIEW WALL SYSTEMS APPROVED FASTENER 8. WHITE ALUMINUM TAB w/®DIGITALLY PRINTED VINYL APPLIED FIRST SURFACE DP-2 SCALE:NTS , 9. AUTOZONE REQUIRED MOUNTING HARDWARE:TOGGLE BOLTS-EIFS WALLS OR 0 Co WOOD,CONCRETE BLOCK OR EIFS 3/8"THREADED ROD THRU-BOLT sJ____i z MASONRY LAGS-CMU/MASONRY WALLS/INSTALLER TO PROVIDE HARDWAREO wl NUT&WASHER _ (REFER TO WALL SYSTEMS w/APPROVED FASTENERS CHART) COLORSIFINISHES (ID NI: t318"THREADED ROD THRU-BOLT wl10. 1/2"FLEXIBLE CONDUIT/GREEN FIELD I J P-7 SW 6091 RELIABLE WHITE '0� in METAL OR EIFS TOGGLE ANCHOR •••11. 1/4"DIA WEEP HOLES _ P8 GLOSS BLACK12. 120V-20 AMP PRIMARY ELECTRICAL CONNECTIONS/TO BE MADE BY LICENSED •Iii�_'--T� CONCRETE,MASONRY AND BRICK3Ig"DUI.LAG w1318"SHIELD&WASHERDP-1 PMS 1585C EMBED A MINIMUM OF 3" ELECTRICAL CONTRACTORS UNDERWRITERS 13. UL APPROVED ELECTRICAL SHUT OFF SWITCH _ DP-2 PMS 187C 4' ® �a LABORAITORI3 14. TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORMER BOX I 'me TILT-UP CMU-EMBED A MINIMUM OF 3" 3/8"DIA RED HEAD LARGE DIAMETER , .„ 15. INTERIOR RACEWAY AS NEEDED:4"x 5"H x.063 WHT/WHT ALUMINUM BREAKFORMED 0 0 [16[IQ4L3I)Q NOM TAPCON FASTENER INTERIOR TRANSFORMER BOX w/REMOVABLE FACE/PAINTED P-7 THIS SIGN IS WENDED TO BE NSTALLED BUILDING N ACCORDANCE WRH THE REQUIREMENTS "FOR ALL OTHER WALL CONDITIONS NOT LISTED ON THIS APPROVED FASTENER SCHEDULE,INSTALLER IS TO DETERMINE NOTES FASCIA OF ARTICLE 600 OF THE NATIONAL ELECTRIC ASUITABLE METHOD OF ATTACHMENT FOR SIGNAGE AND OBTAIN APPROVAL FROM JONES SIGN. -ALL VISIBLE SCREW HEADS&POP RIVETS PAINTED P-8 SECTION DETAIL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS NCLUDES PROPER GROUNDNG 'IF INSTALLER IS UNSURE OF A METHOD,JONES SIGN MUST BE CONSULTED.FOR ALL ATTACHMENT METHODS,INSTALLER SCALE: NTS AND BONDING OF THE SIGN. MUSTADHERE TO GUIDELINES ON USE AND SITE PREPARATION RECOMMENDED BY FASTENER MANUFACTURER. pA REV j DATE 1 BY I DESCRIPTION CLIENT APPROVAL DATE SHEET NUMBER JOB#:231685-R4 1 01 11 19 JS REVISED TO MEET SO FT REQUIREMENTS Site#6464 'JONES SIGN DATE 12.28.2018 2 05.16.19 JS UPDATE BRICK SPEC 3 02.03.20 TS UPDATE RED 8 ORANGE COLORS TO PMS CALLOUTS PER CITY/ADD 34'LS 8 34'RS LETTERSETS/ REMOVE OPTION 1 MONUMENT LANDLORD APPROVAL DATE Your Vision. Accomplished. DESIGNER:Jenee Sotka 4 02.03.20 JS REVISED 34RS TO 3424S /�Wffith onO CHARLOTTESVILLE,VA 5 00.00.00 xx xxxx _,_� WWW.JONESSIGN.COM SALES REP Mike Bjorklund 6 00.00.00 XX xxxx 2 .0 7 00.00.00 xx xxxx QC PROJ MGR:Sandy Mansfield 8 00 00 00 XX xxxx DESIGN PHASE CONCEPTUAL 9 00 00 00 XX XXXV This is an original,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN It Is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of JONES SIGN,is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified We cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale. t 2, v2 1.r‘nl 1Z'ui i 7A) 34NS CUSTOM FACE LIT CHANNEL LETTERS w/o STRIPES (Qty 1) AZ1CL34-205-5LINT APPROVED SQUARE FOOTAGE: 48.5 AZ1 CL34-205-5LEXT By Laura Beth Davis at 1:45 pm, Feb 03, 2020 17'-1 3/8" 0 N ilat02 I bill" FRONT VIEW SCALE:1/4"=1'-0" • / a�r fill. /i ,I i CJ,� .0. o C/,10 r LED LAYOUT MATERIAL LIST MATERIAL BREAKDOWN LED GEMXRD-W1 Modules 12v P/S SCALE:NTS _._. - Module GEMXRD-W1 121 Mod 61 R A 19.0 1 U 13.0 Power GEPS12-60U-NA 2 Ea T 10.0 Supply 0 14.0 1 Supply Wire 9409 125 R Z 21.0 O Choose one wire 192160004 42_Ea 0 14.0 0 5" Connector 191600041 42 Ea N 14.0 End Caps 191600041 38 Ea E 16.0 SPECIFICATIONS 0 1. 3/16"THK WHITE PLEXIGLAS w/DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-2 AUTOZONE LETTERS h, 2. AUTOZONE LETTERS INTERNALLY ILLUMINATED w/GE TETRA LED 3. 5"PRE-FINISHED.040 BLACKNVHITE ALUMINUM RETURNS LETTER LOCKED&RIVETED TO BACK AND CAULKED/INSIDE OF LETTERS AND STRIPES TO BE WHITE 4. 1"GLOSS BLACK JEWELITE TRIM FASTENED TO LETTERS&STRIPES wl MINIMUM #8 SHEET METAL SCREWS PAINTED P-8/SPACING SHALL NOT EXCEED 18"/NO FEWER 0 THAN FOUR(4)SCREWS PER FACE 2"GAP IN BACK PANEL 5. WHITENVHITE ACM BACKS LETTER LOCKED&RIVETED TO RETURN AND CAULKED TO ALLOW ACCESS TO 6. WHITE ALUMINUM TAB w/®DIGITALLY PRINTED VINYL APPLIED FIRST SURFACE DP-2 0 ELECTRICAL WHIPS 7. AUTOZONE REQUIRED MOUNTING HARDWARE:TOGGLE BOLTS-EIFS WALLS OR ® NIGHT VIEW WALL SYSTEMS APPROVED FASTENER MASONRY LAGS-CMU/MASONRY WALLS/INSTALLER TO PROVIDE HARDWARE m ISCALE:NTS (REFER TO WALL SYSTEMS w/APPROVED FASTENERS CHART) © 3/8"THREADED ROD THRU-BOLT 8. 1/2"FLEXIBLE CONDUIT/GREEN FIELD WOOD,CONCRETE BLOCK OR EIFS .��■ w/NUT 8 WASHER 9. 1/4"DIA WEEP HOLES COLORS/FINISHES 0 It. kr / ��10. 120V-20 AMP PRIMARY ELECTRICAL CONNECTIONS I TO BE MADE BY LICENSED 1 1 P-7 SW 6091 RELIABLE WHITE METAL OR EIFS3/8"m ►DED ROD THRU BOLT wlI.1ELECTRICAL CONTRACTORS '. '" TOGGLE ANCHOR 11. UL APPROVED ELECTRICAL SHUT OFF SWITCH P-S GLOSS BLACK .CONCRETE,MASONRY AND BRICK 12. TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORMER BOX MI DP-2 PMS 187C h T^ 3/8"DIA.LAG w/3/8"SHIELD&WASHER UNUERW •R ITERS •EMBED A MINIMUM OF 3" " 13. INTERIOR RACEWAY AS NEEDED:4"x 5"H x.063 WHT/WHT ALUMINUM BREAKFORMED 4 0 gra� LABORAITO� o� 3/8"DIA RED HEAD LARGE DIAMETER INTERIOR TRANSFORMER BOX w/REMOVABLE FACE/PAINTED P-7 ® TILT UP CMU-EMBED A MINIMUM OF 3" i?'�" 0 0 ® fill,EMI D EOM TAPCON FASTENER NOTES THIS SIGN IS INTENDED TO BE INSTALLED -ALL VISIBLE SCREW HEADS&POP RIVETS PAINTED P-8 BUILDING N ACCORDANCE WITH THE REQUIREMENTS `FOR ALL OTHER WALL CONDITIONS NOT LISTED ON THIS APPROVED FASTENER SCHEDULE,INSTALLER IS TO DETERMINE FASCIA OF ARTICLE 600 OF THE NATIONAL ELECTRIC A SUITABLE METHOD OF ATTACHMENT FOR SIGNAGE AND OBTAIN APPROVAL FROM JONES SIGN. SECTION DETAIL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS NCLUDES PROPER GROUNDNG 'IF INSTALLER IS UNSURE OF A METHOD,JONES SIGN MUST BE CONSULTED.FOR ALL ATTACHMENT METHODS,INSTALLER SCALE: NTS AND BONDING OF THE SIGN. MUST ADHERE TO GUIDELINES ON USE AND SITE PREPARATION RECOMMENDED BY FASTENER MANUFACTURER. REV I DATE I BY I DESCRIPTION CLIENT APPROVAL DATE SHEET NUMBER JOB#:231685-R4 1 01.11 19 JS REVISED TO MEET SO FT REQUIREMENTS Site#6464 J 0 N E S SIGN DATE 12.28.2018 2 0516.19 JS UPDATE BRICK SPEC 3 02.03.20 TS UPDATE RED&ORANGE COLORS TO PMS CALLWTS PER CITY/ADD 34'LS&34'RS LETTERSETS I REMOVE OPTION 1 MONUMENT LANDLORD APPROVAL DATE Your Vision. Accomplished. DESIGNER.Jenee Sotka 4 02.03.20 JS REVISED 34RS TO 34NS RotoZone® CHARLOTTESVILLE,VA 6 000000 XX -��--� 3•0 WWW.JONESSIGN.COM XXXX SALES REP Mike Bjorklund 7 0000.00 xx xxxx QC PROD MGR Sandy Mansfield 6 000000 RX xxxx DESIGN PHASE CONCEPTUAL 9 00.00.00 XX XXXX This is an original,un unpublished drawingbyJones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of P JONES SIGN,is forbidden by law and Carnes a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.We cannot guarantee exact matches due to varying compatibility of surface materials and paints used All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size,or exact scale. ‘12' -n.1 1 zllSI ZO illi 1 11 7 12 6. .2 9 I ;8 1 113' ..11 ,1` '.2 1 !a 0 'V �) t / 11 1 TWO PIECE COMPRESSION TRIM-COLOR:BLACK C-FF= . r 1 23' `4FF I -- -�� � / 2 BRICK VENEER-RUNNING BOND COLOR:WIRECUT 200 Jr-0'4ii - --�'-`--F-- VELOUR:CAROLINA CERAMIC BRICK g�• Es /f4Q(IdOZ�N' 6 3 3'-4'WD X 8'DP.(CMU)PILASTERS(BLDG CORNERS) ' s — — — --- "--_ --- - 4 2'-8'WD X 8'DP.PILASTERS(CMU DIM) SE _ 5 4'ROWLOCK COURSE-COLOR.PEBBLE BEACH -7-` AU �'�'� ���"' •=•••.""' t VELOUR:CAROLINA CERAMIC BRICK 6 BRICK STACK BOND z'RECESSED-COLOR.PEBBLE BEACH I LIE-8 � �I a VELOUR:CAROLINA CERAMIC BRICK --- WEi _ .J II 7 8'SOLDIER COURSE-COLOR.PEBBLE BEACH ■ 1 6 0_--� VELOUR:CAROLINA CERAMIC BRICK o'-vvt =BONY E_EVATIOV 8 STUCCO FINISH OVER PLYWOOD SHEATHING(STOREFRONT ONLY) d ifiFFF __ ---- -- SC„',EAST-SEINOLE TRAIL) 9 DECORATIVEMETAL TRELLISCANOPVLOLOR:BRONZE ��/J 7 6 4 s 2 15, 19 ,16 16 2 19; P.PLASTICIZED STUCCO FINISH OF CMU BLOCK COLOR:MATCH 1 © 17 © , -, 1 ` t 0 O '�4;`8 O ©� 2 �/ 10 PEBBLE BEACH 11 DECORATIVE FRAMED CORNICE WI STUCCO FINISH PAINT: COLOR:MATCH PEBBLE BEACH 12 WALL MOUNTED LIGHT FIXTURE COLOR:BRONZE G 11 12 A \!A \( U� A ... 6 n 13 FRONT WALL SIGN-40'CHANNEL LSTRP 14 RIGHT WALL SIGN-40'CHANNEL NSTRP qr-g cF= -j ail- 15 ALUMINUM STOREFRONT-RED KYNAR FINISH 1 CLEAR GLASS-VLT=88%!VLR=8% c g .1 16 GLASS AND ALUMINUM DOORS-CLEAR ANODIZED FINISH --' 17- CLERESTORY WINDOWS-RED KYNAR FINISH-CLEAR GLASS 4T_Y nFf 4, sommana ter.. r.rra.+•— ..------ -- ..e"...M..^.-. +. =-2'AFT 18 STORE ADDRESS-6'WHITE REFLECTIVE NUMBERS 8 r r_. ___ II 19 PIPE GUARD WITH RED SLEEVE I Illawk_ i I !(! I r ( 20- PAINT MAN DOOR TO MATCH BRICK 8 METAL FRAMES BLACK ._._.—_._ L_--.1 21 OVERHEAD DELIVERY DOOR PAINT TO MATCH BRICK-PAINT ANGLES BLACK * lk:LI F=�-- - �.�.m..^r•�........-.•�. .:...........o..."..�...» ` s ^' 22 PAINT SCUPPERS&DOWNSPOUTS TO MATCH BACKGROUND WALL COLOR -y ELEVATION -- -- - _ (SOUTH(LEST) 23 TOILET WALL VENTS PAINT TO MATCH WALL 24- FULLY SCREENED HVAC ROOF TOP UNITS 0 000 2 000 000 © 0 0 NOTE:ALL RTU'S FULLY SCREENED @ 21'-0"OVERALL BUILDING HEIGHT 22 1 .. TA <.-11; 12 24 22 0 .i 6. u.. (11 A!J ,'l-/ -`,_` t ilbt____4„2F 8'AIFF 0 ! 1 ! 77'AzF spa tea,. E'2':°' ,.. 0 1 Li joit . . REAR ELEVATION _ — r A, — (AORTN MST) 0 0 CO 0 (21: 4 7A8 5 2 6 4 2- 6 7; 5.:25) 0 '01 TA 77 12 1 6 10 24- 14 1�_ 1 23 0477 4 r .. 1 I I lilireardaVO I ! 3a e _ _ IGHT ELEVATION —��® --�—� (AORN EAST-UESTF ELD Im) w 1 0 0 000 000 00 0 20 0 0 0 SCALE:118'=1'-0' i • = Color Elevation - CE I � � J jj,./ ! AutoZone Store #6464 CHARLOTTESVILLE, VA Revised: September lb.2019 al-1,.-1_ a-L'Z,J IZ(, I721 GENERAL NOTES: FOUNDATION NOTES: 1. Do Not Guess. Direct all Questions Concerning This Drawing to Elrod Engineering, LLC.(615-890-9405) 1. Concrete shall be Ready Mixed; Designed to develop a minimum compressive strength as stated in foundation 2. Do Not Scale This Drawing. criteria below. Water is NOT to be added to concrete at job site. 3. Graphics ore not to be Reproduced From This Drawing. 2. Reinforcing steel shall conform to ASTM A615 Grade 60 w/Deformations conforming to ASTM A-305. 4. Structural Steel Plate & Angle Shall Conform to ASTM A36 (Fy (Yield)= 36 ksi). 3. Excavation is to be in compliance with OSHA regulations and shall have a level bottom free of loose soil, water 5. Steel Pipe Fabricated From Plate Shall Conform to ASTM A36 (Fy (YIELD)= 36 ksi min.). and debris. 6. Steel Pipe not Fabricated From Plate Shall Conform to ASTM A53 Type "E" or "S", Grade "B" or 4. Where Extreme Frost Depth is below bottom of foundation, excavate to 6 inches below frost depth and increase concrete quantity. Equivalent. (Fy (Yield)= 35 ksi min.) Do Not Use Mill Reject Pipe. A53 Type "F" is NOT Permitted. 5. Bearing Surfaces for foundations should not be disturbed or left exposed during Inclement Weather; Saturation of 7. Structural Steel Tubing Shall Conform to ASTM A500 Grade "B" (Fy = 46 ksi). the on-site soils can cause a loss of strength and increased compressibility. If construction occurs during 8. Aluminum Structural Shapes Shall Conform to the Specifications from The Aluminum Association's inclement weather, and placement of the foundation is not possible at time excavated, a layer of lean concrete Aluminum Design Manual 2015 for 6061-T6; should be placed on the bearing surface for protection. Square/Rectangular Tube & Round Pipe (Fy.35ksi Unwelded) 6. If rain is expected within 24 hours of completing the concrete pour, the concrete must be covered. If Plate and Angle (Fy35ksi Unwelded) temperatures are expected to drop below 40 degrees within the next 24 hours of completing the concrete pour, All Structural Shapes (Welded Fy..l5ksi < 0.375" Thick, 11ksi > 0.375" Thick) then concrete is to be covered and protected to prevent heat loss and freezing. 9. For welding aluminum, Use 5356 alloy electrodes for 6061 Base Metal. 7. The base of pipe section shall be "Plumb" and "Adequately Braced" to prevent movement before, during, and 10. "Legible" Mill Test Certificates, Expressed in "KSI" or "PSI", are Required on all Pipe. All Pipe to after concrete pour and left in place until concrete has set. Conform to ASTM A36 or ASTM A53 Type "E" or "S", Grade "B". The Yield Stress Limits are in Place to 8. Reinforcing steel shall be free from mud, oil or other nonmetallic coatings that decrease bond. Help Ensure the Sign Structure Performs to the Engineered Design. Used Pipe and Pipe for Which Mill 9. Maintain a minimum of 3" clear distance from face of concrete to all reinforcing steel, unless otherwise noted on will not Provide Certification will not be Allowed! drawing. 11. As Pipe Sections are not Perfectly Round, Careful Shop Fit-Up of the Splice Connections Shall be 10. The base pipe is to be protected with an additional asphaltic coating applied to pipe from 6" below top of Performed. Line-up Markings are to be Provided to Avoid Costly Labor and Crane Charges. concrete to 12" above top of finished grade prior to concrete pour. Approved brands of asphaltic coatings are 12. Pipe Shall be Considered Ovalled and Unacceptable if the Measured Outside Diameter at any Point "Gardner Non-Fibered" and "Henry Non-Fibered" asphaltic coating. Varies by More Than 2% of the Nominal Outside Diameter as Specified on the Design Documents. Large 11. Bottom reinforcement to be supported w/ concrete block solids no larger than 4"x4", Diameter Pipes Should be Braced to Help Prevent Distortion After Fabrication. 12. Do not weld reinforcing steel. Reinforcement shall be placed as detailed on the design drawings & "Tied" securely 13. Pipe with Dimpled Walls, Ovalled Pipe and Bent Connection Elements Shall not be Used. to prevent movement during concrete pour. 14. Breach Openings of any Size in the Wall of any Pipe Sections are Strictly Prohibited. 13. Concrete shall not be placed on frozen ground. 15. All Metal not Specified as Aluminum Shall be Steel. 14. Po not cold joint concrete. Foundation must be poured continuously until all concrete has been placed. Concrete 16. Steel Welding to Conform to Recommendations as Published by The American Welding Society D1.1. must be poured as a workable mixture with a Slump between 4"-6". All concrete mixing trucks must thoroughly 17. Aluminum Welding to Conform to Recommendations as Published by The American Welding Society D1.2. and completely mix the concrete prior to pouring. 18. Workmen Who will Perform Welding Operations Shall be Certified for the Applicable Welding Procedure. 15. Pipe is not required to be filled with concrete. 19. For welding steel, Use E70 Series Low Hydrogen Electrodes. 16. Additional water is not to be added to concrete on site. Additional water decreases the strength of the concrete 20. Fabricated Steel Shall be Cleaned of Mill Scale, Oil, & Other Surface Contaminates Prior to Painting. g 21. All Steel, Pipe Sections(Exposed and Embedded), and Splice Connections Must be Primed, Painted and mixture. Concrete should be rejected in lieu of changing concrete mixture on site. Allowed to Cure Prior to Shipping to Site. 17. Air Content - Exposure Class F2 & F3: 22. Alteration to any Fabricated Part of the Structure by Use of a Cutting Torch or any Other Means is AGGREGATE SIZE 7c. = 7% Prohibited Without the Consent of the Engineer. AGGREGATE SIZE 34" = 6% 23. The Base Section of Pipe Shall be "Plumb" Before Continuing with the Erection Procedure. AGGREGATE SIZE 1" = 6% 24. Any Holes Cut in Pipe for Handling Must be Completely Filled with Weld Material and Ground Smooth. 18. Vendor should work the top of the concrete to ensure all rock has been covered by cement and top of concrete 25. Cabinet Mounting Bolts to be ASTM F3125 Gr A325. Bolts, Nuts, Flat & Lock Washers to be Zinc Plated foundation is level. Top of concrete may be broom finished. or Hot-Dio Galvanized with Threads Excluded From the Shear Plane. Vendor Shall use a Method For 19. Minimum compressive strength of concrete masonry at 28 days as defined in the ACI 530/ASCE 6 Building Code Tightening Bolts Such That Proper Pre-load is Obtained as Specified by The American Institute of Steel Requirements For Masonry Structures shall be f'm = 1,500 psi. Construction & The Industrial Fasteners Institute. 20. Mortar shall conform to the following types as defined in the above referenced Building Code: Masonry in contact with earth:Type "M" mortar Exterior block walls and bearing walls:Type "M" or "S" mortar. 21. Provide medium-weight ladder-style horizontal joint reinforcement at 16" on center 22. Grout for filling concrete masonry cells shall conform to standard specifications for "Mortar and Grout For Reinforced Masonry", ASTM C-476, and shall have a compressive prism strength (Fm) = 3,000 psi at 28 days. The slump shall be between 9" and 11". Where the minimum dimension of any continuous vertical cell is 3" or less, use fine grout, otherwise use coarse (pea gravel) grout. 23. Mechanical Vibrators Shall be Used to Consolidate Concrete Around Support and/or Reinforcement. 24. Concrete must be allowed to cure for 14 days prior to installing remaining stages of structure or sign cabinet(s). "58-t ERNEST ROBERTS ALLEY JR. Lic.No.0402052279 Drawn DBP CLIENT: - GENERAL NOTES Revisions Sheet Na r4.4) Checked WL ELROD Jones Com an , Inc. -� .....„ EAC Jobj 100z3687 SignCompany, AutoZone #6464 S- I Filename 100x3687.dwg S11SevenOakaBlvd.,Sulte2z0 1711 Scheuring Rd. Westfield Rd. & Seminole Trail Smyrna,TN 37167 1 De Pere, WI 54115 II/18/2019 Created 11/18/2019 e00-553-5111 Charlottesville, VA c - „ , 12 -►4:'-7�? POLE, FOOTING, AND MASONRY Sign Company to Use Experienced Excavation BASE PROVIDED AND INSTALLED Crew to Perform Foundation Excavation. BY THE GC s'-o" Cap Top of Pipe1 Cap Top of Pipe 2 -0 1 Where Required, Place Electrical Conduit in Foundation Prior to POLE INSIDE CABINET NEEDS - A A - 4r Concrete Pour. TO BE PAINTED PRIMER WHITE. GC TO COMPLETE. Wg D 4.50" O.D. Pipe �/ )N(-- A7 :(-21° / 0.337" Wall e GC IS RESPONSIBLE FOR o A-1-- ID ' Sign Cabinet OBTAINING THE PERMIT AND (Per Jones Sign Co.) ._Sign Cabinet REQUIRED INSPECTIONS /-4.50" O.D. Pipe (Per Jones Sign Co.) FOR THE FOUNDATION AND / 0.337" Wall MASONRY FOR THE SIGN B 3 R r i iir1 1 1 II ?•' 1 I 1[ I. I o • t 1 j ' 1pp. 1I1 1 1` Q 1 JT Grout Fill All Il Grout Fill All o � ! r/ o ( /Reinforced Cells ,p i it I i 1 j r ,1 Reinforced Cells 1 �': ll I • 1 • t. L I • 1 t III I I 11 I ,, .. ➢ I 3 #5 Vertical Rebar _ 1 #5 Vertical Rebar —11 '� n r 1 - W/Dowels From 1 W/Dowels From CI n I I. 1 tllr I 1 ' '� ` . Footing to Match t Footing to Match I i - II 1 1 ' 1 1 ilr 1 1 . , 1 1 1 ) I r 1 14) 1 1 u 11 1o� 1 1 1 r 1 1 H 1 ' 1 1 Overlap 18" Overlap 18" - it I4till -- r U g , 11 I .': Ili 1 I II II ii 1 1 1 11 1' .. I1 I I � 1 1 411) --T p d 11 1 1f O I D I � - I 1 1 iI 1 1� if l . If pii I (Finished Grade - 1 Finished Grade 11 r— ➢ 1 I I B 1 ' 1 1 1 .1 1 1=1 fr. ,. �•: . x I-I I I ICI •, . 'l • • 1 I—I l I o-I • ` I I ° I-111I =1 I I I-III. a •• •' 0 I g'_0" I 8- #5 Rebar Pipe To Be Held 8- #5 Rebar 8'-6" Lon 2'-6 Long 6" Off Excavation 3'-0" To & Bottomg Mat Pipe To Be Held Top & Bottom Mat p 6" Off Excavation STRUCTURE ELEVATION STRUCTURE PROFILE _ SCALE: i .. = 1'-0" SCALE: )C = 1'-O" DESIGN CRITERIA q t� Building Code: IBC 2012/ASCE 7-10 Slt � 'w''` �'I, Analysis: LRFD-AISC 14th FOUNDATION DESIGN CRITERIA � ',l • Chapter 16: Section 1609.3.1' t� This concrete foundation has been designed in accordance with ACI 318-11 4C Ultimate Wind Speed Vun = 110 mph Allowable soil bearing pDevelop't 'i✓:. ', g pressure = 2 000 sf. Concrete Shall a Minimum • O-E��. N,\ ,,_ Nominal Wind Speed Vase = 85.21 mph Compressive Strength of 2500psi in 28 Days. ERNEST ROBERTS ALLEY j'cl. ' Risk Category. I Va.e = V.it.�0.6 Verify Site Conditions Prior to Construction Lic.No.0402052279 Exposure: C f Drawn DBP ELROD CLIENT: 10'-0" OAH MONUMENT Revisions Sheet No. A� .4, a Checked ENGINEERING Jones Sign Company, Inc. S-2 :,Oki( -.44• Ex Job# 100z3687 S71 Seven O.iu Blvd,Suite no 1711 ScheuringRd. AUtoZOne #6464 �' Filename 100x3687.dwg Smyrny1N37167 De Pere, WI 54115 Westfield Rd. & Seminole Trail 11/18/2019 Created 11/18/2a19 800-553-5111 Charlottesville, VA .-enr.-,t i) --i C"-7a) Cabinet frame Cabinet frame per Jones Sign per Jones Sign i ___J lrZ"ta A3 Bolts j L 2"x2"x�fs" i A307 Bolts (Typical)07 Steel AngleCope Leg of Angle -- "Ø (Typical) Steel Angle & Weld AN Around 1 O O O .111111 . H n Eblie I I 1[1 .1 •1. � I o 0 0 0 V 3Ss V <1.113 his V <YPI ! Illopi -El a SECTION A SECTION B 0_ SCALE: 1) 1'= -0" SCALE: 1}�" = 1'-0" 8'-0" Brick Veneer-\ 8" CMU 4.50.'0 Pipe 0.337" Wall + 0 000 000 000 000 0 0 • 000 I0 0 0 000 000 000 000 O Grout Fill All O Reinforced Cells O I O - .. - I o - ' • .• ....: 0 , 0 • ■ RIC O ( 0 O 00 000 000 000 000 000 000 000 000 000 000 000 SECTION O #5 Vertical Rebar W/Dowel from SCALE: 1" = 1'-0" Footing to Match - 4`Oa rL4O i,‘ ERNEST R0BFP TS Al_!Y JR. Lic.No.0402052279 "n Drawn DBP CLIENT: DETAILSChecked >fn�L ELRC�D Reins Sheet No. :41 ENGINEERING; Jones Sin Compan , Inc.nr1 `�1,6\ EAC Job' 100z3687 e�lse.m Oaks at�a,sw�:zo 1711 Scheuring� Rd. ~ y AUtOZOne #6464S.3 Filename 100x3687.dr9 Smyrna, 37 Westfield Rd. & Seminole ////8/20/9 Created 11/18/2019 so553-5111 167 De Pere, WI 54115 Charlottesville, VA Trail c- .i,,r-z„ 1 , -,