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435 Atlantic Blvd SIGN19-0008 McDonalds sign permit iIi L�%1� Cash Register Receipt Receipt Number 7 City of Atlantic Beach R9359 DESCRIPTION I ACCOUNT I QTY I PAID PermitTRAK $555.63 SIGN19-0008 Address: 435 ATLANTIC BLVD APN: 170694 0000 $555.63 BUILDING $150.00 FREE STANDING SIGN NO ELECTRIC 455-0000-322-1000 59 $150.00 BUILDING PLAN REVIEW $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $5.63 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.38 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.25 ZONING PLAN REVIEW $300.00 ZONING REVIEW COMMERCIAL AND 001-0000-329-1003 0 $300.00 INDUSTRIAL USES TOTAL FEES PAID BY RECEIPT: R9359 $555.63 Date Paid: Thursday, June 20, 2019 Paid By: Peak Professional Contractors LLC Cashier: CT Pay Method: CREDIT CARD 54749G Printed:Tuesday,October 08,2019 1:17 PM 1 of 1 TWIT 5 r t. • M it z `o W ro z C: J Q J VVV Q) O 3 W o v c o n N ou)C, in o V Cid o yo o CLL ® c V c c 01 ®oo 0 d �' 0')o Q c V o 0.m d 0 v r coot x -n c � o cc E UCL It U) Q z 00 A3 � J p 0 Q) CLF - 0. LL S a) cr z W W Z sW G 0 U. w v_ p Z O> a Op LL Q LL o� u' F z �p �r- V c m Q u) a) L) a Ali ci z Ix G1 d E N m H 0 9 r z U ui f m d Q Q Q Q N zzzzz� Q) L E LL V c ,v zad m� Q 0 -5. E ,t a c 0 n QIdl4Q Z z z'z E N X m Lc co LL zea T C m W z J r: w c x W z LL .O d 0 C a (V 0 CL N Q1 V z N O c IV Q) c 0 n 8 Q) N 0 rn c 0 0 a) Y w c c CD N v a: cQ V c a B to g c rn �p v O d v v r E 0 co >. O C: 0 a m v c O rn n f - W LL v C--, z w r OUir w o3 QzmG Z W Q t _ CL 0) t) UJ w>,w0 �z'w OJzO oaWO °LU } 0VOui az zo iaaa 0F4M< cr OQ�a 9~ 0 X O Qwz X cc m wOj� LL a -zx W cy w F �w3 azv)- WOW= Z Q W O O v� =�OIJ tL z.l w )- NrO�..UZW cl z <— z LL W �aQzzI\ zuj d�mwuj rmul 0 l^. 4ceOrkL Q.wa00 Zi�wv a moZr*. a � > 0 ` N wZOJZ 1. 7 W r r k <Z > rO�Wz(7 or -� zwLU o ~ zOOcVi,¢ c��ao QdamU 3zuj a� 0 N � � O E LL c c Q v N Ce + a, m^o h L: U-0 L >r y. 0 Q z�� Z % 0 CL F �LU g Q 0 V U I � 7 v 0 4. cr O I t� c � 0 v O O Y d C 0 (2 w T 4 m THE LAYOUT OF THE DRIVE-THRU LANES SHOWN IN THIS DETAIL ILLUSTRATES DRIVE-THRU DESIGN PRINCIPLES. LIMIT OF CONCRETE PAD DRIVE-THRU GATEWAY FOR SIDE-BY-SIDE DRIVE-THRU LANE (TYP). 15 59.58' COORDINATES END OF RADIUS 16 39.82' 1.40' PAVEMENT O IPM NT CENTER OF RADIUS TO BACK OF CURB X Y DESCRIPTION X Y DESCRIPTION 0 OO.DO' 00.00' BACK CORNER OF BUILDING pj 28.67' 14.65' TO CENTER OF FOUNDATION OF MENU BOARD 1 Q 11.78' 00.00' TO BACK OF CURB AT START OF RADIUS �3 11.80' 20.00' CENTER OF RADIUS TO BACK OF CURB 2 31.70' g 46.76' 19.54' TO CENTER OF FOUNDATION OF CANOPY/CSPEAKER UNIT 1 4.62' TO CENTER OF FOUNDATION OF MENU BOARD 2 ® 30.24' 12.25' TO BACK OF CURB AT END OF RADIUS Efl 42.92' 42.20' TO BACK OF CURB. AT START OF RADIUS A 52.03' Q 56.92' 1 6.90' TO CENTER OF FOUINDATION OF CANOPY/SPEAKER UNIT 2 36.80' TO MIDPOINT OF BOLLARD © 24.50' 50.00' CENTER OF RADIUS TO BACK OF CURB Q 36.46' 33.76' TO CENTER OF FOUNDATION OF PRE -BROWSE BOARD 1 EE 24.95' 69.99' TO BACK OF CURB AT END OF RADIUS 56.81' 0 19.03' TO CENTER OF FOUNDATION OF PRE -BROWSE BOARD 2 ® 40.04' -10.50' START OF RADIUS Sn 33.03' 66.41' TO CENTER OF FOUNDATION OF GATEWAY ❑9 69.42' 20.00' END OF RADIUS 00-0000.00.0 10 38.92' 20.00' CENTER OF RADIUS 11 69.42' 41.80' START OF RADIUS - 12 49.42' 41.80' CENTER OF RADIUS 13 59.39' 59.14' END/START OF RADIUS 14 62.38' 64.34' CENTER OF RADIUS DOUBLE HEADED ARROW PAVEMENT MARKING (TYP). 15 59.58' 69.65' END OF RADIUS 16 39.82' 1.40' TO BACK OF CURB AT START OF RADIUS 17 40.72 1.02' CENTER OF RADIUS TO BACK OF CURB 78 40.78' 0.02' TO BACK OF CURB AT END/START OF RADIUS 19 38.92' 19.93' CENTER OF RADIUS TO BACK OF CURB 2D 58.92' 19.93' TO BACK OF CURB AT END OF RADIUS 27 58.75' 37.18' TO BACK OF CURB AT START OF RADIUS 22 56.92' 36.80' CENTER OF RADIUS TO BACK OF CURB 55.00' 37.39' TO BACK OF CURB AT END OF RADIUS 8 0 - a 23 24 30.70' -70.50' TO MERGE POINT STRIPING i 5 •z 25 30.10' -2.50' TO MERGE POINT STRIPING 26 24 74' NOTES: 1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL DRIVE-THRU LAYOUTS. A DRIVE-THRU IS FINAL, AND CONSIDERED "RED", ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT. 2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION OF THIS DRIVE-THRU LAYOUT, IT IS REQUIRED THAT ALL DRIVE-THRU EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A LICENSED SURVEYOR. 3. THE PLACEMENT OF THE CODS AND ANY ADDITIONAL EQUIPMENT SHOULD BE SUCH THAT R PREVENTS BLOCKING THE CUSTOMER'S VIEW OF THE MENU BOARD WHILE ORDERING. 4. THIS SIDE BY SIDE DRIVE-THRU STANDARD C IS BASED ON THE PROTOTYPICAL McDONALD'S 4597 BUILDING 5. ALL DRIVE THRU EQUIPMENT SUPPLIED BY MCDONALDS APPROVED SUPPLIERS. 6. THE EDGES OF ALL MENU BOARDS AND PRE BROWSE BOARDS MUST BE MIN. 12" FROM THE FACE OF THE CURB. 7. IF 12" MIN. CLEARANCE CANNOT BE ATTAINED OR IF THERE IS A HIGH CHANCE OF AN IMPACT, A BOLLARD MAY BE INSTALLED TO PROTECT THE APPROPRIATE BOARD(S). 1009 VISIBILITY OF THE BOARD(S) IS REQUIRED AFTER BOLLARD PLACEM NT. 8. MENU BOARDS SHALL BE PLACED TO ALLOW FRONT ACCESS CLEARANCE; 1009 ACCESS IS REQUIRED. TO MERGE POINT STRIPING RE -BROWSE BOARD NSN# 3370 - 435 Atlantic Blvd, Atlantic Beach, FL 32233 PRIMARY A" LANE... 6 AR VEHICLE DETECTOR LOOP AT C.O.D. (TYP), TYPE "C" BARRIER CURB (TYP). 60' FROM CL OF CASH BOOTH TO CL OF PRIMARY LANE C.O.D. 95 ke L1PB = Lane 1 Pre -Browse MOB = Lane 1 Order Board L2PB = Lane 2 Pre -Browse L20B = Lane 2 Order Board 19 J aeoo��e m ,A 9gE�OS m� ® v*A O Ct g,t a;�E ®9 3= km om �j SILLL BOLLARD. WIDTH OF DRIVE-THRUL \6" 0 7- 9 9 J_ 324::�-/ LANE (TYP.) YELLOW PAINTED STRIPE FOR y Q DRIVE-THRU LANE STRIPING. NEW 6" YELLOW PAINT STRIPE TO SPAN L1PB = Lane 1 Pre -Browse MOB = Lane 1 Order Board L2PB = Lane 2 Pre -Browse L20B = Lane 2 Order Board 19 J aeoo��e m ,A 9gE�OS m� ® v*A O Ct g,t a;�E ®9 3= km om �j 0 7- 9 9 J_ m 07 y Q oa Q o cz V) VEHICLE DETECTOR p LLOOOPHAT PRESENTBO 00-0000.00.0 1 O �' DRIVE-THRU DETAILS SIGN CABINET DESIGN BY OTHERS W 2'-5"" 000 • • 8a0 TOP VIEW 4- 11 4 2'-0" DIA. FRONT VIEW MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"4.20" FABRICATED STEEL COLUMN BASE SATE COVER SLOPE TO SHED WATER () ITOP A 3 N 5" SUPP BY GEN. CONTRACTC (4)"Ox 44" LONG ANCHOR ROD W/NU' & WASHER (GALV.) ELECTRICAL/ILLUMINATION DESIGN BY OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. 11 OVER � .TURN (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR MIN. CONCRETE COVE 2'--0" DIA. SIDE VIEW Notes: 1. Design Criteria: Building Code: 2017 Florida State Building Code, 6th Edition Model Code: IBC 2015 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 130 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral Dearing footings subject to short --term lateral loads and not adversely affected by a J" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet .ASTM A53 Grade B with minimum yield . strength of 35000 psi: Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E7OXX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. ONALDSS # 3370 — SINGLE FACE MENU BOARD t 435 Atlantic Blvd., Atlantic Beach, FL C" AT&T Services, Inc. 5ev: 308 S Akard Street Dallas, TX 75202 USA 1'HE K � CHEI�E GROT "P Consulting Eangineers 1000 Whitc Horse Road V: 85G-" i 7111 Those 40eXnenb are aubw+ratb of the Enginesr's Stoic 406 F b Cr V. 1172 service for use salary "illi revel to Ore Project \ rlr c<, NJ 0804;> The Engineer shill retain all con mon law, stahrl ry OW oflbr merved nob, indu&q the copyright SHEET 6Y PROJECT NO. They are naf to be used for any pr ose by any [ V"E.8. atl 80266 Oft Party outside of tk soope of this work DATE DRAWING NO" +Root the apecific written consw of the Engin. 3 1-28-2019 ASCE 7_10 SIGN CABINET DESIGN BY OTHERS T Tn 41-1 n" TOP VIEW 4'-10" ME, a M �— DI 9.8"x3.9"x0.20" F STEEL COLUMN BASE SATE COVEI SLOPE TO SHED WATER REBAR 12» (3 IN TOP 5" SUI BY GEN. CONTRAS (4)4"x44" LONG 4 ANCHOR ROD W/t a & WASHER (GALV. 2'-0" DIA. FRONT VIEW ELECTRSICAL/ ILLUMINATION DEIGN 13Y OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. OVER� TURN 1 �» (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER Notes: 1. Design Criteria: Building Code: 2017 Florida State Building Code, 6th Edition Model Code: IBC 2015 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 130 MPH Exposure C Category 11 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a I" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 460DO psi. Steel pipe shall meet ASTM A53 Grade. B with minimum yield. strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E7OXX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers sholl meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum-of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. i SIDE VIEW I Ron dock are lratrwri ate of the &4*eers Service for - eotetp Wtb respect to this ftrCL The Engineer shot retain al common low, statutory ON W w reserved ri tfta, includerg ttce copyright. TIM are nd to be used for mry purpose by any ottw party autside of the scope d this vork **Mt the epecific written correent d Use Engin. McDONALDS'S # 3370 — DOUBLE FACE MEND BOARD 435 Atlantic Blvd., Atlantic Beach, FL - AT&T Services, Inc. 308 S Akard Street Dallas, TX 75202 USA THE K A CHEI..E GROUP Consulting, Engineers 1000 AVUe Here Road t` 856-316.7111 Stale 406 1^ 850-34( f 1129 NJ 081; i3 2 B, V.E.B. PROJECT NO. at180266 3 DATE 1-28-2019 1 DRAWING NO, ASCE 7-10 AREA OF SCREEN WITH BEZEL AREA OF SCREEN WITH BEZEL 0.92M EACH 9.9ft] 0.9 2M EACH (99ft] ME, a M �— DI 9.8"x3.9"x0.20" F STEEL COLUMN BASE SATE COVEI SLOPE TO SHED WATER REBAR 12» (3 IN TOP 5" SUI BY GEN. CONTRAS (4)4"x44" LONG 4 ANCHOR ROD W/t a & WASHER (GALV. 2'-0" DIA. FRONT VIEW ELECTRSICAL/ ILLUMINATION DEIGN 13Y OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. OVER� TURN 1 �» (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER Notes: 1. Design Criteria: Building Code: 2017 Florida State Building Code, 6th Edition Model Code: IBC 2015 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 130 MPH Exposure C Category 11 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a I" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 460DO psi. Steel pipe shall meet ASTM A53 Grade. B with minimum yield. strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E7OXX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers sholl meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum-of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. i SIDE VIEW I Ron dock are lratrwri ate of the &4*eers Service for - eotetp Wtb respect to this ftrCL The Engineer shot retain al common low, statutory ON W w reserved ri tfta, includerg ttce copyright. TIM are nd to be used for mry purpose by any ottw party autside of the scope d this vork **Mt the epecific written correent d Use Engin. McDONALDS'S # 3370 — DOUBLE FACE MEND BOARD 435 Atlantic Blvd., Atlantic Beach, FL - AT&T Services, Inc. 308 S Akard Street Dallas, TX 75202 USA THE K A CHEI..E GROUP Consulting, Engineers 1000 AVUe Here Road t` 856-316.7111 Stale 406 1^ 850-34( f 1129 NJ 081; i3 2 B, V.E.B. PROJECT NO. at180266 3 DATE 1-28-2019 1 DRAWING NO, ASCE 7-10 FOUNDATION SCHEC�.ULE ULTIMATE WIND SPEED (SEE GEN. NOTES) FOQTING DEPTH D1 D2 1 1 Q 3t_6„ 3,_6„ 115 3,_6,r 3,_0„ 120 3,-6" 3,16„ 130 3,_6„ 3,_0„ 140 3,_6" 4,`01, 150 3 6„ 4_4„ 160 3,-0„ 4,_6„ 170 3,-0,r 4r_9„ 180 -'-011 5'-0" J"O HVY HEX NUT (GALV.) J"0x44" LONG ANCHOR ROD (GALV.) J"O HVY HEX NUT (GALV.) ANCHOR BOLT DETAIL 00 i o C: � an U r oa I , 1 I' 4 BASE RATE DETAIL J" THICK STEEL BASE RATE (4) "xq" SLOTS ON AN 11J"O PATTERN 9:8'x3.9"x0.20" FABRICATED STEEL COLUMN f GUSSET TO f �16 RATE TUBE TO RATE TYP, _�� OVER 7TURN 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN J"O x 44" LONG ANCHOR ROD W/ WASHERS & NUTS " STEEL BASE 'r I RATE ANCHOR BOLT 44" LONG ANCHOR PROJECTION DETAIL W/ WASHERS & NUTS SECTION A -A OTE; TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE, McDONALDS'S 13370 — MENU BOARD DETAILS 435 Atlantic Blvd., Atlantic Beach, FL cIJENt: AT&T Services, Inc. 308 S Akard Street Dallas, TX 75202 USA 'FHE K-WHELL GROt7P Consulting I Jlgineers 1000 Wrote Hor-w Road V:85C,i16JI1I Am doata5rents are hs#wn b of the bginw'I Suite 106 J 85(r 1Cr"1112 swwU to use aN y wb reped to ftPmj-: 1"'oflives. Z.j 080,13 The Enghm &all retain all m mm lar, stah" and offer reserved rots, inck*g the t�Pyright. SHEET BY PROJECT NO. the!' me not to be offs° for M purpose by am 3 V.E.S. at180266 Aur Pony outside of the $CON of this work DATE DRAWINGNO. .dratao the Team wma naerd of the D 3 1-28-2019 ASE ,_,p