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GENERAL NOTES REVISIONS <br /> 1. REFER TO REFRIG., PLUMB. &ELEC. DRAWINGS FOR ADDITIONAL <br /> INFORMATION. <br /> 2. ALL FIXTURES, REFRIGERATED CASES, ETC. ARE SHOWN FOR <br /> COORDINATION ONLY. <br /> 3. METHODS AND SEQUENCE OF WORK AS RELATED TO STORE <br /> OPERATIONS ARE SUBJECT TO APPROVAL BY OWNER. <br /> 4. PROTECT ALL EXISTING EQUIPMENT, FIXTURES AND CONSTRUCTION <br /> TO REMAIN FROM DAMAGE THROUGHOUT DURATION OF WORK. <br /> ARCH.PROJECT NO. <br /> 2011 <br /> DRAWN <br /> EC <br /> CHECKED <br /> KEYED NOTES Imo, I TH <br /> SUBMTTTAL DATES <br /> I. (E)FLOOR SINK TO REMAIN, RE: P I <br /> 7 8 9 2. (E) CONCRETE SLAB/FLOOR FINISH TO REMAIN OTB DATE <br /> 3. 4" STEEL BOLLARD AT CASE CORNER. COORDINATE BOLLARD 11/24/2020 <br /> INSTALLATION FOR PROPER PLACEMENT, RE: A1.1-1 <br /> 4. SAW CUT (E) SLAB. REMOVE CONCRETE FOR REMOVAL OF (E)DRAIN <br /> I' <br /> I h &REPLACE W/ 5" GRAY CONCRETE AS INDICATED BY o a <br /> 1, <br /> z <br /> w[-+ <br /> I' <br /> I <br /> ' _ _�________ I I i I i ----------------- <br /> I RE: CONC. STRUCTURAL NOTES, THIS SHEET. IMPORT GRANULAR <br /> ------ ------ ---------------- , <br /> BASE TO MATCH (E) IF REQUIRED. CONDITION AND COMPACT BASE o a°u 4� <br /> 1L- 1--------------- <br /> 0.K I V <br /> J 0. <br /> , � w <br /> z --�—---- -� -- TO 95%MINIMUM MODIFIED PROCTOR ASTM D 1557 . DOWEL AND a o z <br /> - - - -- ---------- -- C - - - - ----- ------- --- -------- -------------------------------------------------- ------- <br /> - -T= <br /> _ O TIE ° =z <br /> ` ---------------------- ------_ __ - - r --- - ,a =_______ -- EPDXY A 1/2" X 14" SMOOTH DOWEL @ 1'-0" O.C. INTO (E) SLAB T <br /> - _ -_______-- �r __ _ _--_=__--____ ____ ___________ _ ____ __ ter= f �aag V <br /> 4----------- ------ --- ------- ------------------J� ^F. - -�- — - - w 3w� c.i <br /> UJ : ' ti 1(N SLAB TOE CONCRETE SHALL BE A HARD TROWEL FINISH QQ V a <br /> it \ti, F 'I F -i \ ') ( )• U K <br /> 'J' I V- ,1 <br /> �i <br /> F ---------------------- ` �' WHERE NOT EXPOSED TO PUBLIC VIEW&BURNISHED WHERE <br /> I w� <br /> _ w <br /> 5 <br /> I <br /> — F <br /> II EXPOSED VIEW ALE FLOOR, RE: Al 1-1 2 P1 R1 <br /> �op <br /> OS OV WONS S 00 & &I [i1 <br /> �liii i ❑v�d� <br /> rl------ - - -\ _ _= ____`____ =_ ____ __ '`__ 5. FLOOR SINK, RE: P1 z{z�x�[yi awza{i <br /> 1r4. i i 'Ili II , , --------------------J F+ 4 aaF <br /> ICI <br /> ,I <br /> I, <br /> FILL HOLES E LAB FROM D CASE BUMPERNON-SHRINK 6. O SIN S O C S U W/I� I I ° <br /> i II - - <br /> ' I GROUT. ENSURE SMOOTH TRANSITION TO T.O. (E) CONCRETE SLAB <br /> ----� ---------- ---------------------------------' II -- <br /> SERVICE SERVICE <br /> y' I <br /> I <br /> ' -- � I- FINISH <br /> - -- --- -------------- ---------------------------------- ; ,�; I''' SEAFOOD DELI <br /> iI �'; i! _ ' (E) DELI i',I 116B 116 �'' �. <br /> l 7-, <br /> WRAP �. <br /> i li r <br /> I� ��i <br /> 114 k' k t _=== =-` <br /> (E)DELI I, L <br /> BLOOM <br /> ii ----------- ---- " _}� _''� <br /> (E) 113 --------- --- ________ <br /> F <br /> HALLWAY <br /> I 1 I I <br /> l04 T. F CONCRETE <br /> hJ LJz==---- i-=====-_---=--=--====------------------ ---======================J' =_ P <br /> - ______________ ____---- __________________=====J =__________________________________________________________________________________ STRUCTURAL NOTES <br /> ___ __ ____ ____ ____ __ ____ ____ __ ______________________________ ______________________________________________________ __ b,hills architecture, PC <br /> G G <br /> 3156 south bown wa <br /> - __ — — — — — — — — — — — — — - I MIX DE I HALL BEE TABLI HED A RD E y <br /> I � � '"__r S S IN CCO ANC W/- - S GN S <br /> - + 1 --- b <br /> •-------- , --- ---� -------T-----------'' �---� — — — -------------- —==1'--------------T-------------_---- -----' - , of <br /> ------------------------------------------------------------------, � w r �---' I r I --- !I 1il �I I,; "� CHAPTER 5 OF ACI 318. 'se 'daho 83�06 <br /> i F.O. (E) r rF r 2. MINIMUM CEMENT CONTENT= 520#/YD., SLABS. p . 2 0 8 . 2 5 8 6 1 5 0 <br /> -- --� -� �1 3. MAXIMUM SLUMP = 6 www , bhillsarch . com <br /> ;t GYP. BD. � ---- l <br /> 4. 28 DAY STRENGTH fc =4,000 psi <br /> -- - <br /> — — — i LL i „ ' - 5. CONCRETE REINFORCEMENT ASTM A615 GROUND 60 <br /> "� 6. MINIMUM CONCRETE COVER OVER REINFORCEMENT: <br /> F.O. (E) CONCRETE CAST AGAINST EARTH - 3" C <br /> 3 SERVICE y _ CONCRETE NOT EXPOSED TO EARTH OR WEATHER- 3/4" oN <br /> SEAFOOD CASE 7. MATCH (E) CONSTRUCTION &CONTROL JOINTS IN SLAB POURS a <br /> 6 O (D OEND PANEL W/ 1 1/4" X 1/4" WIDE CONTROL JOINT ACROSS SHORT DIMENSION m C-37128 <br /> O 3'- 11 <br /> V.I.F. OF PLUMBING TRENCHING. CLEAN OUT (E) JOINTS AS REQUIRED J, 02/28/2021 <br /> (E)MAIN TO PROVIDE A CLEAN SMOOTH TRANSITION AND INSTALL NEW RENEWALDATE \�Q <br /> SALES SEALANT IN(E) & (N) CONTROL JOINTS. SEALANT TO BE SEMI- TFCF CA �F��\ <br /> 103 RIGID, TWO-COMPONENT, SELF LEVELING, FAST CURING, <br /> POLYUREA JOINT FILLER W/ SHORE A80 OR HIGHER HARDNESS. 11/2 5/2 0 2 0 <br /> INTERIOR CONCRETE SLAB-ON-GRADE CONTROL JOINTS SHALL <br /> BE 10'-0" OC. MAX., U.N.O. M <br /> �V O I I I <br /> % CIA <br /> I I I <br /> 7 8 9 <br /> PARTIAL SLAB PLAN NORT <br /> 1/4" 1'-0" <br /> SHEET TITLE <br /> PARTIAL SLAB <br /> a PLAN <br /> 0 <br /> SHEET <br /> N <br /> O <br /> N <br /> O Al <br /> N <br /> N <br />