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I 1 CL Lid N rD i cy � CL I LL 1 �I I I L 0 0 Ln C\1 V- 7- z 0 UJ LIJ L) U? 4 3 2 1 A B C F E E 1 130'-2" 1 EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP TO EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP 8'-0" 11'-10" 110'-4" 1 I - - I - - - - - - - - - - - - - - - - - - 1 " BRICK LEDGE TYPICAL 1 AROUND PERIMETER 1 M C.J. — — — — 2 _ I — N a 1 � 1 ci ci U 80 cU U cU ci ci I „ U W w o C.J. C.J. C.J. C.J. C.J. J N I C.J. C.J. C.J. C.J. C.J. W 4 U U J 10 o I Z CONTROL JOINTS O W 6" ^' CONSTRUCTION 04 1 JOINTS SEE Al / S- LL U- ' m p ci ci ci U , Z D .. ; p 14'-8 3/4" 6-8 3/4" I ILL U- wC.J. C.J. C.J. C.J. 0 O 10 x C.J.LL I U W Q 3 _ 0 w NOTES: U C.J. C.J. C.J. C.J. C.J. O 1. REFER TO S-201 FOR STRUCTURAL w � CONCRETE REINFORCING AND X W DETAILING INFORMATION 4" CONC. UPPER SLAB OVER 4" - W W ao 2. SEE PLUMBING PLANS FOR FLOOR LAYER OF INSULATION OVER 4" o U U -' ci U I DRAINS. 0 CONC. LOWER SLAB - SEE S-201 a U CP 3. SPRAY BUILDING WITH TERMITE FOR ADDITIONAL INFORMATION P OR TO T 00 CDT1171HN I S N O Y1J B E U U I- U 0 o Z 2/S-211 4. PROVIDE BLOCK OUTS @ STEEL ao co W Y COLUMNS TYP U LL LL w C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. z %C.J. U U- Z4 M Q a' O O N 1 LL LL W X11'-10" 15'-1 1/2" 13'-8 7/8" 10'-4 1/8" 11'-10 1/2" 12'-6 1/4" 11'-8 5/8" 13'-6 5/8" 16-5 1/2" I W (V 0 0 00 00 ti W n I� x W I U U U U Z-) U U U U i U I C I I I C 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 _ g1- - - - - - - -N -6.. - --- - - - - - - - g — — — — — — — CD 34'-111/2" 25'-6" 48'-3" 16-51/2" 1 5'-0" 1 11 125'-2" I A 1 D EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP TO EXTERIOR FACE OF FRAMING/BRICK LEDGE STEP 100 1 I E F 1 1 LAB & BRICK LEDGE LAYOUT PLAN /4" = 1'-0" B B NATIONAL ACCOUNT TO PRE -TREAT SLABS: SEE CIVIL FOR CONTACT INFORMATION PROCEDURE: 1. GENERAL CONTRACTOR SHALL CONTACT ACCOUNT REPRESENTATIVE 48-72 HOURS BEFORE THE SLAB IS TO BE PLACED. 2. PROVIDE THE PROJECT ADDRESS, CFA STORE NUMBER, SQUARE FOOTAGE OF AREA TO BE TREATED AND BILLING ADDRESS OF THE GENERAL CONTRACTOR. 3. AFTER FINAL GRADING WORK HAS BEEN COMPLETED, CONTACT THE ACCOUNT REPRESENTATIVE AND AUTHORIZED VENDOR WILL TREAT THE PERIMETER OF THE BUILDING PRIOR TO PLACEMENT OF SIDEWALKS 1 TERMITE TREATMENT .T.S. A A 4 3 2 1 0 00 0o� oooCD °o A'n' Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 11pany Consulting Structural Engineers 3528 Habersham @ Northlake Tucker, Georgia 30084 (770)270-9484 This item has been electronically signed and sealed by John M. Willett, P.E. on 11/25n2o using a digital signature. ��„ 1111,kA ., * No. * 148 s a OF _ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by John M Willett Date: 2020.11.25 18:46:03-05'00' FSR#04040 BUILDING TYPE / SIZE: P13 LC LRG RELEASE: v2.19.08 REVISION SCHEDULE NO. DATE DE, 1 11/25/2020 For Bid CONSULTANT PROJECT # 220207 PRINTED FOR PERMIT DATE 07/29/2020 DRAWN BY KN/LLM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. W SHEET SLAB AND BRICK LEDGE a LAYOUT PLAN SHEET NUMBER S=211