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02-830-0043' "/ 5" WALL 5' -g" RAMP (1:12 5 6" t 5'-6" RAMP (1:12 5' -6" V -6" TUBING TRENCH LANDING*M?X SLOPE)I, LANDING I NOTE: NOTE: MAX SLOPE LANDING 6� WALL 1. SEE RAMP DETAILS ON SHEET SP -1. 1, SEE RAMP DETAILS D SHEET Sp HIS 23' 2, SEE THICKEN EDGE DETAILS ON THIS SHEEP. 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. _ _ 2" SPACE 2" SPACE F- W -8 W -12 -- W -T2�I 3. PROVIDE RAILING, DETECTABLE WARNINGS 3. PROVIDE RAILING, DETECTABLE WARNINGS r W -8 W 12 W -12, I� AND THICKEN EDGES AT ALL EXIT RAMPS. o m 128C � I 14 8" EW PAINTED ROOM 8' FREEZER 31' -7 1 2" NEW PAINTED E- D AND THICKEN EDGES AT ALL EXIT RAMPS. I� / r- -I 12$C METAL RAINHOOD vs META RAINHOOD �,..,.,.,,... .... ............................... ............................... ...........................•........... ............... ............................... ..... ... �. ���.�.. �.......... J^ ..............................................................•.....•.....•.... ............................... ........ ........ Q ......�.�.�,�..�.���..�.� .. „-0 ......... ��.,...... ��... �� .................. r........ ��.. ��.................... ��..... ��.....,.,.............,,.................. ��.. ���.. ��..�.�.....�.....�..�......... �... ............................................... ... _ " I PAIR F, 8 ELECT. RM. x?� �- -''��- �-�- A 0 2 EXISTING �v IXISTNG BLOCK WALLS I -4 6' PAIR OF 2' -8" W. 3' -4 1/2 x T -0" HIGH MEAT �oG - ',- UNPAIN ED TD RtMAIN (TYPICAL) '° x 7' -10" HIGH LL�� - ........................... EXISTING BLOCK WALLS I -0 5" 1 30 FREEZER m CONCR TE r ! ! TO REMAIN (TYPICAL) n REFRIGERATION ? I CURB (YP). NEW �, NEW 4 MEAT CUTTING x 7' I L .........:......•...! z HIGH S. RECEIVING RAIUN 125A ROOM 131 Ex!snrlc I �� 130A � ELECT, RM. x AREA 13 N Fl-2-8-1 110 FE14 �- _ J °- -( 1 i (TYP.) 50 5,. ° HS PAIR OF 2' -8" W. SEE NOTE x T -D" HIGH ii No. 4 L7 r ------------ ----- - - -, - - -- _- _ - - -_ -- ,;! : I - - - I (TYP.) WRAP COLUMN W/ 24 GAUGE SS FE12 ; "Doc - ,,� -_ __ ��, = -- ��;:: o I I UP TO 6' -0" AFF SS SHALL MEAT 128A NEW CO UMN SEE 12 D I''' STRUCTURAL [ WGS. (TYP. BE ONE CONTINUOUS PIECE (VERTICAL) UTENSIL 13gB 5" II 12 i FE13 WITH INTERLOCKING JOINT. WRAP EXPOSED g SINK ' - b I I i COLUMNS ONLY. ° EXISTING DOOR: 119A -- -- - - - - N I I j ® I - \ 4" ii TO H NED ® WITH NEW. STORAGE ® PRE -FAB METAL CONOPY 8 9 ' 4" MANS. BILK. WALL MTD. AT 14' -6" A.F.F. _ 1 o I: WRAP COLUMN W/ 24 GAUGE S O DOCK SEAL _ __ I I 6 REF DETAIL S -qr� UP 6" ABOVE FINISH CLNG. (S HALL) i} --SEE NOTE! O: z 11 I No. 4 ro ON S -4.IZ �_ -�I_s BE ONE CONTINUOUS PIECE VE TICAL 129 I II WITH INTERLOCKING JOINT. 9 ROF DETAIL CE TOR a o PRE -FAB METAL CONOPY MEAT COOLER FEi1 14'x4' MTD, AT 10' A.F.F. ❑ Q I I 50 ON 5/A -503 I 13oc PAVEMENT } Is¢ O " I I A SLOPE PAV U .-1 �1 4 „ REINF. CONC, SLAB AWAY FROM BUILDING ; - ! ! EXIST. GROCERY I R Q W /6X6 -10/10 W.W.M. ON THIS AREA., o ; ST CK ROOM TO l BE REPLACED WELL COMPACTED FILL a 4° 11 _ TYPICAL PAINTED W N 1 1 I 1 ASSOCIATE'S 127 50' E i WITH "NE NEW x 0 STANDARD STEEL'; w 1 I F AILING VIF cn � ! � 30 6" LOUNGEI � ' k WIDTH x R ( ) ?? EXISTING OPENING SEE DTL. ON SP -1 { { 1 18'3" 4' -9 NOTE: i i O I I! -- ®-- - ®- ® - ® --FE 10 s c�_ _ I -L ®- - ®- 1. SEE RAMP DETAILS ON SHEET SP -1. z_ _ =7 C - 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. I o 6" 3. PROVIDE RAILING, DETECTABLE WARNINGS o g Q^ I I I AND THICKEN EDGES AT ALL EXIT RAMPS. I; I� - �I- '. 2'x4" WITH PLYWOOD BC 2 5 CONT. x I) 5 I B SIDE OUT, ON OUTSIDE. PER 13�jg 6 SALES AREA UTENSIL 8" CONC. FILLED 6_ LAS NDING 1! E 5" PIPE BOLLARD TYP. m � (TYP-) I J 1 120 I 134 HELIUM TANKS SINK 1-34-1 I SEE DTL. ON SP -1 z Ulu KING NOTE: (CONNECT To G 17 , , zw ILRENCH I FLORAL) BY PRODUCE A205 I I I EXISTING COLUMNS WRAPED 0 PREP AREA o WITH S.S. TO REMAIN. DRINKING FOUNTAINS BI -LEVEL ACCESSIBLE II I VERIFY IN FIELS. (TYPICAL) 134A 120A I W -12 THICKENED EDGE AT RAMP 8c LANDING WRAP COLUMN W/ 24 GAUGE SS 11'- 4;11/2" 3' . i'� � I I 5" UP TO 6' -0" AFF SS SHALL FE9 HS __ (. I 1 I; ; BE ONE CONTINUOUS PIECE (VERTICAL) RFES SEAFOOD T S _ �' 2" SPACE - -� -= - - _ �I 1 4' -11 1/2" WITH INTERLOCKING JOINT WRAP EXPOSED COOLER i N • I . S. 33A EXISTING TE. 2' -0" "ao - 1 #4 CONT. 8" W-8 TYP I C A N. T. S. 8 2 12'-6 1 " r COLUMNS ONLY. (TYPICAL) j j ° II 7 -9 x 7 -9 PRODUCE „ 8" WA (TYP) 7'_3/4 2' /AVM -- - ®- - - - -- - - ©- _ - °� I 132 y$' -6x9 -7" 4 REINF. CONC. SLAB _ ��,_______ -___ v(P rW /6x6 -1 Q /10 W.W.M. ON 1' -6" (TYP) UNPAINTED p FE1s 136 CONCRETE " WELL COMPACTED FILL s" cue (TYP) ;CURB (TYP). - II :N f � WRAP COLUMN W/ 24 GAUGE SS II 133 ?� UP 6" ABOVE FINISH CLNG. SS SHALL •,;; - - - - - -- - - - - -- - -- -- SEAFOOD ❑ I - - - -- ° ; I BE ONE CONTINUOUS PIECE (VERTICAL) PREP '� WITH INTERLOCKING JOINT. II H.s. z f fl FOD FREEZERI' 1 II A °our 'sN 1;5' -11 1/2" ABOVOF SOFFIT EXISTING : LOBSTER C60KER I �� 117 HANDCAP 5 l;i 4 : ; RESTROOM i - 6" I EXISTING(COLUM>S TO I I REF XSCHED�I M-05�L `� 0 6' -2" I " " " "' " "" 3T REMAIN TYPICAL 6 24' 3 1 /2" j ST 3 . II :; : A307 ,..,........, ® e -- -- ® -.- - - ® - -- - ®- fl;.. :' .'; - -..j � .... ...... ...................... ICKENED EDGE % (TYP.) 1 &2 i 2' -0" 1' -0" NEW CONCRETE SLAB EXIST, CONC. SLAB 4" x 4" x W1.4 x W1.4 W.W.F. (MIN.) C 4 6 VIS UEEN VAPOR BARRIER- _____ LINE QF SOFFIT ' 1a - j ; rJ - - - -i; 16A �~ NEW DOOR TO MATCH ABOVE `� - - -30 - I 1 15A > EXISTING SIZE SIMILAR j 115E I,1 307 TO DOOR 125A. . ;" P TY J ! i i ' SMI R\ 11 i j i i I I 123 (TYP.) i MOP STATION I PHARMACY / 115C 1 5 123A \ 1 ( I DAIRY COOt�E I DELI FREEZER SEE 7JA5o3 -- L.,,' I,... I,.,.... L.•,... L,.,,,, L•..... L,.,,,, 115 I I q 1/2" „fix BAKERY/ � ' 106 FE3 ... ..... _.. ;; ( SEE SHEET A -204 FOR i ( S -' 3 5 -11 1 /2 ii : I.,. ADDITIONAL INFORMATION I E ; .... 1 III 122 i 105 w� : HS DELI - BAKERY "PB" PANEL 124A I q I11 SEE SHEET A -206 FOR I ' ADDITIONAL INFORMATION 1 &2 I E :O I DELI COOLER 1 3E2 14A 30 1 I 124 _ / ( EXISTING COLUMNS -11" 6' -3" 8' -4" 6' -3" -11" 5" 307 r------------ 71 113 FE6 FE7 10 s HOOD ABOVE I I O TO REMAIN VERIFY ° TYP. SIMILAR 104 307 307 REF SCHED. M -501 --; -� _><_ COMPUTE 1 S ORAGE COMPUTE 1 13A 116 N FIELD. (TYPICAL) I 109A 101 B j EXISTING BLOCK WALLS j 101 A E8 TO REMAIN (TYPICAL) 3' -1 1/2° 2 S r jl 114 ROOM .....- .............................................. ............................... .,,..1............... s - - 1. ..•......,. ,.�.•.........�.L..•. ..,:. . .. .. ... �r•.�..�.•..�. �..,.........��..��...�.�.,. .. ............................................... � (11 ©- _ V>•- 4 ..I�.�•.�.�.�.....��,.,..�.,.� , .,..�.�,,.,,.,.,.. � i7u I ui uuL uSluuuuL :uunm:uuuL,uuhS'i i5'iiii ii iii:i ii ii 'i ii i5i5i'ii: .�,�„ / ............. L O - F m r .................. { I # Q #4 X 3' -0" © 18" O.C. 3�7 L� EXISTING BLOCK WALLS I I I 111 FEa I I I TRENC - 15" COMPACTED GRAVEL BASE IMBEDDED 12" INTO EXIST. " I TO REMAIN (TYPICAL) I / 1 1 1 B SEE SHEET A- 03 F R NEW CONC. I NEW CONC. I , i TRENCH i " ._�. -- .- - ° -._- - -_ U CURB. (TYP) OFFICE O ADDITIONAL INF RMATION ¢ CURB. (TYP) TYP I;' » rrrsr »sstrr >» >»rrrrrss >»» »rsrssr >»s»sir »r »:,., SLAB IN HILTI EPDXY. 8 BLK. WALL 1 -8 1/2 ! ........................... ............................... SEE SHEET A -203 FOR COURTESY AREA FE5 I \ 4A 1 1 1' SPACE ADDITIONAL INFORMATION 1 1 A o COVERED ENTRA CE ( EXISTING RAMP RAIL 1 01 " " " " " " " " "'•'••' L 110 A501 Low PAINT 8" WIDE STRIPE I I _ _ _ - - - - - - 99 p;; WALL SLAB EXTENSION DETAIL A206 ON CURB TOP & FACE. - - - - - - _ - - - - - - - - - - - - - - - - - - _ _ - __ _ . _ _ _ -- _ - _, -- _ - TRAFFIC YELLOW. (TYP.) ..4 : T..m,. ..n,.m., , .m., ,,m.. .,m. - - - - - - - - - - - - - ri ^� SCALE 1" = 1' -0^ r m NEW CURB SEE DTL. 4 EXISTING LA DSGAPE AREA °J - - - - - -1 - -------- - - - - -- -- ON SP -1 ' 3 ! i - - -- - - _ S _ 3 S-3 � � - - -= -- _ - S -3 11' -5' LANDSCAPE LANDSCAPE AREA AREA. (NEW 22' _ 22' 22' 22 22' - 41 ' -2" ALUMINUM S.3 AN. �N D RAI LS. S E- ,.E SP PAINT CURB TOP & FACE. NEW H.0 ACCESSIBLE PAINT 8" WIDE STRIPE ALUMINUM PAINT CURB TOP & FACE. TRAFFIC YELLOW. (TYP.) RAMP WITH DETECTABLE ON CURB TOP & FACE. HANDRAILS. TRAFFIC YELLOW. (TYP.) WARNINGS IN SLAB. TRAFFIC YELLOW. (TYP.) SEE DETAIL ON SP -1 FLOOR PLAN NOTE: 1, SEE RAMP DETAILS ON SHEET SP -1. , „ 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. SCALE: 3/32 >, = 11'-0" -O 3. PROVIDE RAILING, DETECTABLE WARNINGS GE1yERAL NO'.ES AND THICKEN EDGES AT ALL EXIT RAMPS. - . EXTERIOR COOLER�FREEZER SUPPORT NOTES & REQ. 1.) FE INDICATES FIRE EXTINGUISHERS 10 LB. ABC DRY CHEMICAL. : 19.) ALL DOORS MUST BE A MINIMUM OF 2' -10" (EXCEPT FOR CLOSET & MECH. SHAFTS). 43.) DEMOLITION OF EXISTING WORK SHALL BE DONE IN SUCH A MANNER THAT IT WILL PROVIDE A 12" x 36" AREA ON WALL PAINTED RED. NOT INTERFERE WITH NORMAL OPERATION OF THE STORE, AND CARE SHALL BE TAKEN ALL COOLER SUPPORT REQUIRED BY COOLER MANUFACTURER. MOUNT FE IN BACKROOM AREAS. PROVIDE FE CABINET (RFE) 20.) PROVIDE DRAFT STOPS ABOVE EVERY 10,000 S.F. NOT TO DAMAGE EXISTING STRUCTURES, FIXTURES ETC. FOLLOW OSHA REQUIREMENTS REF SPECIFICATIONS WHERE INDICATED IN SALES AREA. STRICTLY BEFORE, DURING AND AFTER EACH PHASE OF THE WORK AND ENDEAVOR ( ) TO PROTECT WORKERS AS WELL AS THE PUBLIC USING THE STORE FROM INJURY. TOP OF FE MOUNTED @ 4' -3" A.F.F, RE USE AND RELOCATE 21.) ANY WOOD PARTITION G,C. TO PROVIDE FIRE STOPS AT MAX VERTICAL SPACING OF 8. INSTRUCT STORE MANAGEMENT OF ALL PLANNED PRECAUTIONS AND ENLIST EMPLOYEES EXISTING ONES AS REQUIRED. PROVIDE ONE FIRE EXTINGUISHER TO STRIVE TO CONTINUALLY BE AWARE TO REPORT HAZARDOUS CONDITIONS THAT FOR EVERY 3,000 S.F. 22.) NEW CONCRETE BLOCK WALLS SHALL RECEIVE COREFILL 500 FOAM INSULATION IN ALL MAY RESULT IN INJURY. 2.) DO NOT INSTALL ONE OF THE OFFICE WALL UNTIL SAFE HAS CONCRETE BLOCK CAVATIES BETWEEN FLOOR AND ROOF. VERIFY THAT EXISTING WALLS ARE INSULATED AND IF NOT ADD /RETROFIT COREFILL 500 INSULATION FROM FLOOR 44.) ALL EXPOSED EXISTING AND NE`tl PIPE COLUMNS IN SALES AREA SHALL BE WRAPPED BEEN INSTALLED. (EXISTING SAFE RELOCATED BY G.C.) TO ROOF IN EXISTING CONCRETE BLOCK CAVITIES WITH STAINLESS STEEL FROM FLOOR TO 6' -0" A.F.F. AND BE PAINTED WHITE ABOVE 23. FINISHED COOLER /FREEZER FLOOR TO BE +2" A.F.F. 6' -0" TO CEILING. ALL COLUMNS WITHIN SHELVING TO BE PAINTED WHITE FROM FLOOR TO CEILING. 3.) THE REAR SALES AREA WALL SEPARATING THE SALES AREA FROM THE AS PER SOUTH FLORIDA BUILDING CODE CHAPTER 4606.2 (b)(4) 45.) OMIT STORM SHUTTERS NOTES: BACKROOM SHALL BE 6" METAL STUDS @ 24" O.C. WITH 5/8" GYPSUM BOARD ON THE SALES AREA SIDE AND 1/2" FIRECODE GYPSUM 24.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER 1. SHALL BE INSTALLED OVER ALL GLASS LOCATIONS TO COMPLY FOR OPERATIONS TO SECURITY S. BOARD FROM FLOOR TO ROOF DECK ON BACKROOM SIDE, WITH 1/2" WATER SYSTEMS/ FIRE ALARM SYS AND LIGHT INDICATOR 46.) PATCH &REPAIR FLOOR PRIOR 'TO INSTALLING NEW FLOOR TILE. WITH APPLICABLE LOCAL CODES & WITH PRODUCT CONTROL APPROVAL. PROOF GYB. BOARD TO 10' -6" WAINSCOT BETWEEN PREFAB TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 47.) PROVIDE SIGNS ON ALL EMERG. EXIT DOORS "THIS DOOR TO REMAIN UNLOCKED 2. SHUTTERS TO BE GORRAGATED METAL WITH TOP TRACK MEAT ROOM, MEAT COOLER AND SALES AREA. 25,) G.C. TO COORDINATE AND VERIFY FINAL COOLER SLAB DEPRESSIONS WHEN BUILDING IS OCCUPIED" AS REQUIRED BY CODE. AND BOTTOM ANCHOR. VERIFY AND COORDINATE DIMENSIONS IN FIELD. 4.) PROVIDE 14 GAUGE GALVANIZED FIELD WIRE ON INSIDE OF 2x4 METAL STUDS WITH COOLER MANUFACTURER. SUBMIT SHOP DRAWINGS FOR APPROVAL. 48.) G.C, MUST VISIT SITE VERIFY LOCATIONS OF ANY EXIST UTILITY'S SUCH AS ELECT. 0 24" O.C. FROM TOP OF FREEZER, COOLER & MEAT CUTTING ROOM TO BOTTOM METER. WATER METER. GAS METER. ETC. OR ANY GAS LINES THAT MAY NEED TO BE 26.) CONTRACTOR TO REQUEST MEETING WITH THE REFRIGERATION CASES RELOCATED; IF G.C. FINDS ANY DISCREPANCIES AN PLANS HE IS TO CONTACT ARCH. OF ROOF DECK. REPRESENTATIVE AND ARCHITECT PRIOR TO THE LAYOUT OF UNDERGROUND ENGINEER AND ADVISE HIM OF CONDITION. IF G.C. FINDS THAT ANY ADDITIONAL WORK UTILITIES VERIFY FINAL LOCATIONS WITH CASE TEMPLATE. IS REQUIRED HE IS TO INFORM ARCH./ ENG. AND INCLUDE THE NECESSARY WORK IN BID, 5.) ALL NEW SALES AREA MASONRY WALL SHALL RECEIVE 5/8 " GYPSUM BOARD ON 3 5/8 METAL STUDS (LAY FLAT) OR 1 1/2" HAT CHANNELS @ 24" OC, VERTICALLY UNLESS 27.) ALL GLASS ON STORE FRONT SHALL BE 1/4" CLEAR (TEMPERED GLASS) 49,) TEMP MOTOR ROOM GLASS SIMILAR TO PPG CLAER "TWINDOW GENERAL CONTRACTOR SHALL RELOCATE ALL EXIST. REFRIG. COMPRESSORS UNITS FROM " UNITS. ALL GLASS SHALL OTHERWISE NOTED. REF: 2/A -302 EXIST. MOTOR ROOM TO TEMP LOCATION ON GROUND PROVIDE 8' HIGH CHAIN LINK FENCE BE TEMPERED. SEE SPECS. FOR APPROVED MANUFACTURERS. AROUND TEMP. AREA WITH 5' ACCESS GATE AND PAD LOCK FOR SECURITY, ERECT TEMP. 6.) ALL TRENCHES AND PULLBOXES SHALL HAVE SEALED CONCRETE BOTTOMS & SHED STRUCTURE CONSISTING of S x 4 WOOD POST COLUMNS 8' -0" O.C. AND 2 x 8 MECHANICAL AND ELECTRICAL AS REQUIRED. BEAMS CONTINUOUS ALONG COLUMN LINE, 2 x 6 P.T. LEDGER ON EXTERIOR MASONRY WALL SIDES. COORDINATE W1 28.) PROVIDE FLOOR DRAINS ON ALL REFRIG. TUBING TRENCH. WITH POWRED ACTIVATED FASTENERS @ 24" O.C.; G.C. SHALL BE REQUIRED TO EXTEND POWER TO UNITS. REFRIGERATION TUBING WORK WILL BE DONE BY WINN DIXIE, GENERAL 7,) ALL EXTERIOR OPENINGS, ROOMS, CHASE & ATTIC SHALL BE "RODENT PROOF ". 29.) ❑MIT CONTRACTOR IS RESPONSIBLE TO PROVIDE WEATHER PROTECTION FOR ELECTRICAL WORK. 50.) EXISTING STUB -OUTS, DRAINS AND PULL BOXES FOR EXISTING CASES BEING REMOVED AR 8.) CONTRACTOR SHALL USE METAL STUDS EXCEPT WHERE INDICATED ON PLANS. RELOCATED ARE TO BE TAKEN OUT OR CAPPED BELOW SLAB BY ELECTRICAL USE 22 GAUGE STUDS FOR PARTITION WALLS & FOR CURTAIN AND PLUMBING CONTRACTOR. WALL @ 24" OC W/ 54" OC HORIZONTAL BRACING. 30.) WALL DIVIDING BACKROOM FROM SPECIALTY DEPT. MUST CONTINUE 51.) G.C. TO INSPECT DOOR OPENINGS WITH EXISTING CONDITIONS - IF ANY EXISTING COLUMNS TO ROOF DECK WITH 5/8" GYPSUM BOARD ON BACK SIDE. (TYPICAL) INTERFERE W /OPENING INCLUDE RELOCATION IN BID PRICE.. FLOOR PLAN NOTES g,) CONCRETE CURBS IN STOCKROOM AREAS TO BE INSTALLED AFTER WALLS, 31.) PROVIDE DETECTABLE WARNING AT EXIT RAMPS AS REQUIRED. (TYPICAL) 52.) PROVIDE R -19 INSULATION OVER NEW ACOUSTICAL CEILING. COOLERS AND FREEZERS HAVE BEEN ERECTED. DRAIN LINES AND CONDUIT PROVIDE DETECTABLE WARNING IN SLAB. 53.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER 1. REFERENCE A -602 FOR DOOR SCHEDULE- XXX SHALL BE PROTECTED IN CONCRETE CURB AS APPLICABLE. 32.) SLOPE SLAB TO DRAINS IN NEW CONFINE AREAS & SPECIALTY DEPT. WITH A FOR OPERATIONS TO SECURITY SYSTEMS/ FIRE ALARM SYS, AND LIGHT INDICATOR ONLY ON STUD WALLS AND PRE -FAB WALLS. MIN. OF 2" MUD BASE AND SLOPE TO DRAIN UNLESS OTHERWISE SHOWN. TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 2. ROOM NUMBER- XXX SEE LOCATIONS IN FLOOR PLAN. 54.) ALL COOLERS AND FREEZERS FURNISHED AND 10.) OMIT 33.) COOLER /FREEZER MANUF. MUST VISIT SITE; COORDINATE AND VERIFY AVAILABLE SPACE INSTALLED BY WINN- DIXIE. SERVICES BY CONTRACTOR. BEFORE ORDERING OR FABRICATING COOLERS /FREEZERS. MANUF. MUST INFORM 55.) CONTRACTORS REMOVE ALL WATER & CONDENSATE LINES, CONDUIT, WIRING, 11.) PROVIDE TRASH RECEPTORS AT EACH RESTROOM & HANDSINK. (BY WINN DIXIE) REQUIRED, OF ANY DISCREPANCIES THAT MAY ARISE AND OR ANY ADJUSTMENTS VENTS, DRAINS, ETC. FOR ALL AREAS WERE EQUIPMENT IS BEING REMOVED. 01 INSTALL 2 1/4 "0 SS PIPE CASE PROTECTIVE REMOVE COMPLETELY DO NOT ABANDON IN PLACE. 56.) CONTRACTOR TO REMOVE & DISPOSE OF THE COOLERS, FREEZER, CUTTING ROOM, .ETC. BUMPERS W /CAPS AS MANUFACTURED BY LOAD KING 12r) ALL STUD WALLS TO BE 6" STUDS UNLESS OTHERWISE NOTED. 34.) WRAP COLUMNS AND ENCLOSE ALL VTR @ EXPOSED COLUMNS. PANEL ASSECTIONS THAT HAVE SHEETROCK OR SIMILAR ATTACHED TO THEM BEING MODEL # SSP -39 -POST W/ 1310123. CORE DRILL SLAB 13. ALL STUD WALLS TO RECEIVE CERAMIC TILE SHALL HAVE A SUBSTRATE (VERIFY WITH PLUMBING PLANS) AND INSTALL AFTER CASES HAVE BEEN SET. 57.) CONTRACTOR SHALL RELOCATE EXISTING "F.E." AND FURNISH NEW "F.E." OR "S.F.E." OF 1/2" WATER PROOF CEMENTOUS BOARD. STOP CERAMIC TILE OMIT WHERE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL PAINT IN RED BACKGROUND 35. 12" BEHIND COOLERS AND FREEZERS. ) WITH TOP MOUNTED AT 5' -0" A.F.F. FOR EACH FIRE EXTINGUISHER. MOUNT F.E. 36) OMIT AND S.F.E. AT 4' -3" A.F.F. . 14.) ALL WALL PENETRATIONS THROUGH REAR STOCKROOM MAIN CORRIDOR WALL 58.) OMIT SHALL BE SEALED AIR TIGHT & "RODENT PROOF ". THIS SHALL INCLUDE ALL 37.) OMIT OPENINGS FOR REFRIGERATION AND ELECTRICAL LINES ENTERING THE MACHINE 59.) WINN -DIXIE FURNISHES, INSTALLS AND REMOVES ALL COOLERS AND FREEZERS. ROOM. 38.) OMIT CONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, METAL FLASHINGS AND CONCRETE SLABS. CONTRACTOR RESPONSIBLE FOR DISCONNECTING ELECTRICAL & 15.) ALL OUTSIDE WALL CORNERS WITHOUT THE PROTECTION OF PLUMBNG AS REQUIRED IN ORDER TO INSTALL NEW COOLER & FREEZER PANELS FOR RE-CONNECTING. STEEL PIPE RAIL OR CONCRETE CURB FLOOR BUMPER SYSTEM SHALL RECEIVE A 2 "X2 %2 1/8" ALUMINUM ANGLE 39.) WINN DIXIE WILL PROVIDE NEW VENDOR COMPUTER CABINET. INSTALLED BY G.C. so.) NCLUDINGCALILRDIMEONSIONS, VERIFY ALL EXISTING TORTHE ARCHITECT. NCEMENT ADHERED ( EPPOY ADHESIVE) TO CORNER @ 6" AFF UP TO 4' -0" A.F.F. FOR 40.) ALTERATIONS OF EXISTING WORK BEING OF SUCH NATURE THAT ALL FACETS OF THE 61.) EXISTING FIRE SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO COMPLY WITH PROTECTION OF FINISHES (CERAMIC TILE, PANELING, ETC.). WORK ARE IMPOSSIBLE TO DETAIL AND SPECIFY, IT IS, THEREFORE, THE CONTRACTORS NEW LAYOUT. DESIGN OF MODIFICATIONS SHALL BE BY FIRE SPRINKLER CONTRACTOR RESPONSIBILITY TO VISIT THE SITE, CAREFULLY EXAMINE THE BUILDING AND GROUNDS, USING NFPA #13 PER HYDRAULIC CALCULATION METHOD. OBTAIN SHOP DRAWINGS OF PLANS WERE PREPARED FROM EXISTING DRAWINGS 16.) GENERAL CONTRACTOR SHALL SUBMIT IN WRITING TO WINN -DIXIE STORE AND COMPLETELY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND RELATE EXISTING SYSTEM AND MODIFY AS REQUIRED TO MEET CODE STANDARDS FOR BY F. EARL LEGGET ARCHITECT - TAMPA (UNDATED) DESIGN AND THE MAINTENANCE CONSTRUCTION SUPERVISOR THAT ALL SUCH CONDITIONS TO THE SCOPE OF THE PROPOSED NEW WORK. THE STORE SHALL "MERCANTILE OCCUPANCY - ORDINARY HAZARD MAINTAIN ITS NORMAL HOURS OF OPERATION DURING THE WORK. THE CONTRACTOR (SUBMIT SHOP DRAWINGS WITH CALCULATIONS). PENETRATIONS THROUGH WALLS (INTERIOR AND EXTERIOR) AND ROOF BY SHALL TAKE EVERY PRECAUTION POSSIBLE DURING THE COURSE OF THIS WORK GLASSER ASSOC. ARCH. DATED 6/30/72 ALL TRADES INCLUDING WINN -DIXIE HAVE BEEN PROPERLY SEALED BY TO PROTECT THE PUBLIC AND THE EMPLOYEES USING THE STORE FROM HAZARDS 62.) PROVIDE PROTECTIVE AND DUST PROOF WALL EXTENDING FROM FOAM. THIS SHALL BE PERFORMED PRIOR TO ANY TESTING OF HVAC SYSTEMS. AND UNSAFE CONDITIONS. THE FLOOR TO ROOF DECK FRONT TO REAR OF STORE WHERE IT IS CONTRACTOR R ES P 0 N SAB I LITY TO VERIFY AND APPLICABLE DURING CONSTRUCTION THIS TEMPORARY WALL COORDINATE ALL EXISTING CONDITIONS I N FIELD AND 41.) THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS WITH THE DRAWINGS SHALL PROVIDE FOR STORE SECURITY. REMOVE UPON WRITTEN 17.) ALL DIMENSIONS SHOWN ON THIS PLAN ARE TAKEN FROM THE FINISH FACE OF BEFORE PROCEEDING WITH ANY WORK. APPROVAL BY WINN- DIXIE. MASONRY WALL UNLESS OTHERWISE NOTED. 63.) SHORE UP STRUCTURAL AS REQUIRED TO SAFELY REMOVE THE ADJUST OR PROVIDE NEW AS REQUIRED. 42.) ALL WORK SHALL BE DONE IN COMPLIANCE WITH ALL APPLICABLE CODES AND SHALL MASONRY LOAD BEARING WALL BETWEEN THE EXISTING STORE AND 18.) OMIT BE ACCEPTABLE TO LOCAL AUTHORITIES. THE EXPANSION (ADDITION) AREA. 64.) REPAIR EXISTING ROOF AS REQUIRED FOR WATER TIGHTNESS " WHERE EQUIPMENT IS BEING ADDED, RELOCATED OR REMOVED. J <130 �Ln '�i K4 Y✓ d' s4 1 a PROVIDE NEW �2 WALL OPENING ..........., - W ry (J) - ry O a- UU 1 F I a COQ; w mow; U) Lai C / CL U) Q k x W ! Y CO V♦ N CO '�b t O r1 o z "� I Zw : 3: (D I z` EXISTING ' DOOR TO F5 200 REMAIN o EXISTING A/C i 0 EXISTING MEZZANINE /MACHINE ROOM SCALE 3/32'( = 1' -0" n, N w u� o O LiJ O wo LA o O `� LO H Q GO LO • LO N W LO o � y Ln • u o z I ° O U 0) � QQI I- Q J Q LO 1- SEAL ENGINEERS REVISIONS: WINN DIXIE -- COMMENTS Z-AMED LINES %CLARIFICATIONS (8 -- 2 - `' 1) ) 1j� COMMENTS FROM CITY % -� FIRE DEPT* NOV. 19 02 NEON M.C. BATHROOMS JANUARY 2003 CHANGE COOLER / FREEZEF ,JANUARY 2003 '�i K4 Y✓ d' s4 1 a �2 (y z O In O VI W ry (J) - ry O a- UU 1 F I EO C / CL U) co " i Ln k a_ CO V♦ N CO '�b t O r1 o J ENGINEERS REVISIONS: WINN DIXIE -- COMMENTS Z-AMED LINES %CLARIFICATIONS (8 -- 2 - `' 1) ) 1j� COMMENTS FROM CITY % -� FIRE DEPT* NOV. 19 02 NEON M.C. BATHROOMS JANUARY 2003 CHANGE COOLER / FREEZEF ,JANUARY 2003 W �2 (y z O In O VI W ry (J) - ry O L c EO C r�rhh V CD � CL U) co " i Ln a_ CO V♦ N CO H Z � O r1 o J "� W Lit 3: (D I v[ O E o 0 q I� W w o (y z O In O VI W ry (J) - ry O X Lij 0 0� U) Q a_ Z Z_ Ln > DO Ln 0 m PROJECT NO. WD#0704 DRAWING N0. A -101 of SHEET NO. - OF /