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02-830-011
I Y I r r L RECEIVING - RAILING 125A ' AREA I ' V 1 128 IRO FE14 N I 1 ,1 --------- ___ (TYP.) �- L1F7;+ 128A '�I € NEW COLUMN I SEE 12 D 121 C1j'� STRUCT RAL l WGS. (TYP. FE13 1 I I € 1 I _ - - ,� I I ____ _ _ _ _ jI I I PRE -FAB METAL CONOPY - 14'x4' MTD. AT 14' -6" A.F.F. �___- DOCK SEAL O 8' o REF DETAIL ON S -4. 'Z Hl PRE -FAB METAL CONOPY 14'x4' MTD. AT 10' A.F.F. V) 4" REINF. CONC. SLAB SLOPE PAVEMENT O I I €€ AWAY FROM BUILDING EXIST. GROCERY 3, W /6X6 -10/10 W.W.M. ON THIS AREA.;o o I ST CK F�OOM 111 WELL COMPACTED FILL TYPICAL PAINTED = ;~ N STANDARD STEEL; W I I RAILING (VIF) N ! I I I t€ SEE DTL. ON SP -1 I I I I 1 NOTE: SEE RAMP DETAILS ON SHEET SP -1. 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. i' I o 3. PROVIDE RAILING, DETECTABLE WARNINGS 2 5 CONT, AND THICKEN EDGES AT ALL EXIT RAMPS. '; 8" 0 CONC. FILLED 6' I I II 2'x4" WITH PLYWOOD BC LANDING ,, 5" i= SALES AREA PIPE BOLLARD (TYP.) , 1 mZ I =; B SIDE OUT, ON OUTSIDE. SEE DTL. ON SP -1 III z 1120 € 5" 134 TUBING I ! TRENCH 1 W -12 TH 1 C K E N E D E D G E A T R A NAP JQ L A N D I N G 11 I° WRAP COLUMN W/ 24 CAUCE SS 1111" r'CnAI1Un� TllBING CHASE. &__e (TYP.) WRAP COLUMN W/ 24 GAUGE SS UP TO 6' -0" AFF SS SHALL BE ONE CONTINUOUS PIECE (VERTICAL) WITH INTERLOCKING JOINT. WRAP EXPOSED 9 I COLUMNS ONLY. - -0)- \�I 4• WRAP COLUMN W/ 24 GAUGE S 1 UP 6" ABOVE FINISH CLNG. SS SHALL BE ONE CONTINUOUS PIECE (VFW TICAL) WITH INTERLOCKING JOINT, , I I I NOTE: EXISTING COLUMNS WRAPED WITH S.S. TO REMAIN. VERIFY IN FIELS. (TYPICAL) 1 1. -.1 = MEAT CUTTING r Y -` 1 1 € I I - .- A -- « «_ Z� ROOM 131 '_. € EXISTING (€ �_ w 130A ELECT. RM. I o N 13 "O „ ,•„- „ p HS NOTE! II II 5. PAIR OF 2' -B' W. SEE ' x 7' -0' HIGH ii No. 4 It , FE12 t MEAT UTENSIL 1308 m SINK ..... ......... _ -' � o � �oT I�; ; HOUSEWARE ; io .. _= wrtFl NEW. _ STORAGE 1.I ii I i = :0 4" MANS. 1 It € i 119 e VKWA It. SEE NOTE 1 129 II No. a MEAT COOLER '_' REF DE AIL TOR FE11 C: O II ON 5/A -503 II. II 130C 0 �.... „ ............... €€ 11 I 1 EXISTING DOOR TO „ ...... ........_.._..................« ' WITH NEW LACE 0 ASSOCIATES " "" """"' "" " " ""'` ' LOUNGE 127 EW F � �.... „........ » «...... „....:is 2, 8" WIDTH x EXISTING OPENING 4' -9 , ii HEIGHT. - ® -FE10 € 1 €€ -s UP TO 6' -0" AFF SS SHALL 6- HS „ III: it 11'- 4;11/2" j' °t 1 120A ; = FE9 = 11 N. T. S. 11 2" SPACE I 1 1 5" BE ONE CONTINUOUS PIECE (VERTICAL) II 33A COOLER =; EXISTING �'1 1 -1�- - - - Z I WITH INTERLOCKING JOINT. WRAP EXPOSED RFE8 SEAFOOD iI II I I I 2' -1t t /2" I COLUMNS ONLY, (TYPICAL) I 1 I I 1 r -9" x r -9" ,, 4" REINF. CONC. SLAB a• W (TYP) '' I I - - II _ I; P��� r1= '==== = = = = == 11 7' -3/ <" 2' ' - ®- - ®- - ®- - ®- - ®- 1 oe 132 t, W /6x6 -10/10 W.W.M. ON a' r 2•_0" WELL COMPACTED FILL 1 #4 CONT. TE.--/ W -8 TYPICAL THICKENED EDGE N. T. S. 2' -0" 1' -0" NEW CONCRETE SLAB EXIST. CONC. SLAB 4" x 4" z W1.4 x WIA W.W.F. (MIN.) e a < IA #6 VISQUEEN VAPOR BARRIER --J� #4 x 3' -0" 0 18" O.C. 15" COMPACTED GRAVEL BASE IMBEDDED 12" INTO EXIST. SLAB IN HILTI EPDXY. SLAB EXTENSION DETAIL SCALE 1" - V -0" GENERAL NOTES 6" CL 5 -3 I io n I D Ip FE 5 I I I I I I 1 I I I I I '• `• CONCRETE ` ' " ` CURB (TYP). " (•YP,) 136 <i �,------- - - - - -- #I WRAP COLUMN W/ 24 GAUGE SS II 133 1 I' 11 I I €_ UP 6" ABOVE FINISH CLNG. SS SHALL II SEAFOOD F�pD FREEZERi BE ONE CONTINUOUS PIECE (VERTICAL) I` 1 WITH INTERLOCKING JOINT, II PREP Y I IN €€ It ' , O » « «.... «.._..... „. » », € H.S. z I `25' -11 1/2" c Mt II 0 L - I 1 I = 117 ;I: :.,,.: (T ABOVE I) Qw I €€ I LINE OF SOFFIT I' EXISTING I LOBSTER C80KER 1 WCL WCX HANDICAP i I 4 1 .RESTROOM i 1 37, 6" 24' -3 / 2" 6" EXISTING COLUMNS TO W /EXHAUSjI H00 jK. �i A307 « / I I REMAIN (TYPICAL) I I REF SCHED M -511 -a ' � -,� -2 I ' « ............. , - - - -- ...� (TYP.) 1 &2 I I I I 11 € I d OR SWING. € , -- ,, LINE OF SOFFIT 30 1 O ; (3 WIDE DOOFI)' --NEW DOOR TO MATCH EXISTING SIZE SIMILAR ABOVE -I ( 115g 115A 1' 1 € 1 , 30 TO DOOR 125A -J- .. « ».. .. «.... ..... „. ..._... i �... -- '� - ----- - -____ _ - - - -- , , , , ; «... TYP I - r , , € , I : I : ' 11 o I XISTING " SIMILAR " - -- _ _ _ _ , € , , , € ' it••= t, t � 1 :..., '` j 0 REMAIN ESTROOM 1 104 MOP STATION PHARMACY ; O# _,I I I » "I I I I I 1 125 S i'I' ::: °.,,..a::`; 1 I DA RY COOLER t I � I r_ -- �.__.1 � I. „ «.i �__ «_. �_....! ' �.... «I 1 I> h' ' -s 1 2" x DE OLER SEE 7 A503 115 �" �""" ' _ 123 0_`L , , , , , , , , , , , , € , ;±' / € 11 7" x ' 1 " w z 3 I FE3 , € , I € I € € i € I I 11 , CI;: "..... «...t € 5' 11 1 /2 I - 8 - o, Vl 106 SEE SHEET A -204 FOR «..s « «. t.....s. «.. t......a. «.. ,. «...c..... ,.... »c..... € € ,' ; «.! I , I , ADDITIONAL INFORMATION , I» , I I , , I , , tI € , , 122 I ; _,°; I HS DELI- BAKERY „ „ _ _ ",1 ' , , , , , € I CHANGE EXISTING , ....:..... „_ „ ................ �.,� PB PANEL „ „ „__ ». «.__ «.. «...... « »_...... « «....... ' I 4 ;,; ; pd ❑ SEE SHEET A -206 FOR DOOR SWING. ; / 103 p 14A 1 &2 (3 WIDE DOOR) _ I «; 1 BAKERY ADDITIONAL INFORMATION '1 I S -3 7 I I DELI FREEZ FE2 30 07 I I 11' -7" x 10' 9 Z/1-1 0 8 ��----- - - - - -- I 113 FE6 FE7 EXISTING COLUMNS -11" 6' -3" 8' -4" 6' -3" ' -11" I v IMILAR j HOOD ABOVE I �� ��'' I I TO REMAIN VERIFY 105 S OR GE 116 EXACT LOCATION 1 TYP. EXISTING BLOCK WALLS 1 0 ©S REF SCHED. M- 501 -;--• ,, ><�,` I, __� COMPUTE 113A 0 I I 109A 101 B TO REMAIN (TYPICAL) - 0 IN FIELD. (TYPICAL) O II O II I II 101 A II 114 RO M 8 ,_ „ „.._ » « « «.... » »..._ ....... ............................................. «"....................«„......„..«....._....«....«......«...._....__ «.._ « «.... «.... «...... «.. «_...� r... „ „...... «...._.. » « „.... „ «.� ..... ... « ................. « «............ _ „.. „.... _` ............. ...... ...._.................. „______. ... - - - � - _ - - - _ _««««....«««_..«««_.. „.... « « «.................. «..., = EXISTING BLOCK WALLS I 1 111 F 4 I ' ` 1'- 1 € ,- - - - - - - - - - - - - TO REMAIN (TYPICAL) - - - - - - - - I 111 B I SEE ONET A- 03 FOR -�� \ NEWT CONC. r NEW CONC. «.� „..i., 8" BLK. WALL 8 /2" OFFICE AD AL INFORMATION CURB. (TYP) CURB. (TYP) I I,= ... «„ ......... „« ............ « ....... .... ._„..„«„«««....«............_«......««.._....««»„........««««......__ .._ «.._.. «.. »........... « «.. COURTESY AREAI FE5 I \ _ » »» t' SPACE , ,; SEE SHEET A -203 FOR 4A I ` 1 1A COVERED ENT CE 1 ' 1.) FE INDICATES FIRE EXTINGUISHERS - 10 LB. ABC DRY CHEMICAL. PROVIDE A 12" x 36" AREA ON WALL PAINTED RED. MOUNT FE IN BACKROOM AREAS. PROVIDE FE CABINET (RFE) (REF SPECIFICATIONS) WHERE INDICATED IN SALES AREA. TOP OF FE MOUNTED 0 4' -3" A.F.F. RE USE AND RELOCATE EXISTING ONES AS REQUIRED. PROVIDE ONE FIRE EXTINGUISHER FOR EVERY 3,000 S.F. 2.) DO NOT INSTALL ONE OF THE OFFICE WALL UNTIL SAFE HAS BEEN INSTALLED. (EXISTING SAFE RELOCATED BY G.C.) 3.) THE REAR SALES AREA WALL SEPARATING THE SALES AREA FROM THE BACKROOM SHALL BE 6" METAL STUDS 0 24" O.C. WITH 5/8" GYPSUM BOARD ON THE SALES AREA SIDE AND 1/2- FIRECODE GYPSUM BOARD FROM FLOOR TO ROOF DECK ON BACKROOM SIDE. WITH 1/2" WATER PROOF GYB. BOARD TO 10' -6" WAINSCOT BETWEEN PREFAB MEAT ROOM, MEAT COOLER AND SALES AREA. ..� nno•.•OC •1 1 o.•.VOC o.•.L44•.,IIIICD MCLD \MnC o1-, 1•I010C or r_^ I I,ICr, -,L 9TV00 O 24" O.C. FROM TOP OF FREEZER, COOLER & MEAT CUTTING ROOM TO BOTTOM OF ROOF DECK. 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 0 24" OC, VERTICALLY UNLESS OTHERWISE NOTED. REF: 2/A -302 6.) ALL TRENCHES AND PULLBOXES SHALL HAVE SEALED CONCRETE BOTTOMS & SIDES. COORDINATE W/ MECHANICAL AND ELECTRICAL AS REQUIRED. 7.) ALL EXTERIOR OPENINGS, ROOMS, CHASE & ATTIC SHALL BE "RODENT PROOF ". 8.) CONTRACTOR SHALL USE METAL STUDS EXCEPT WHERE INDICATED ON PLANS. USE 22 GAUGE STUDS FOR PARTITION WALLS & FOR CURTAIN WALL 0 24" OC W/ 54" OC HORIZONTAL BRACING. 9.) CONCRETE CURBS IN STOCKROOM AREAS TO BE INSTALLED AFTER WALLS, COOLERS AND FREEZERS HAVE BEEN ERECTED. DRAIN LINES AND CONDUIT SHALL BE PROTECTED IN CONCRETE CURB AS APPLICABLE. ONLY ON STUD WALLS AND PRE -FAB WALLS. SEE LOCATIONS IN FLOOR PLAN. 10.) OMIT 11.) PROVIDE TRASH RECEPTORS AT EACH RESTROOM & HANDSINK. (BY WINN DIXIE) 12.) ALL STUD WALLS TO BE 6" STUDS UNLESS OTHERWISE NOTED. 13.) ALL STUD WALLS TO RECEIVE CERAMIC TILE SHALL HAVE A SUBSTRATE OF 1/2" WATER PROOF CEMENTOUS BOARD. STOP CERAMIC TILE 12" BEHIND COOLERS AND FREEZERS. 14.) ALL WALL PENETRATIONS THROUGH REAR STOCKROOM MAIN CORRIDOR WALL SHALL BE SEALED AIR TIGHT & "RODENT PROOF ". THIS SHALL INCLUDE ALL OPENINGS FOR REFRIGERATION AND ELECTRICAL LINES ENTERING THE MACHINE ROOM. 15.) ALL OUTSIDE WALL CORNERS WITHOUT THE PROTECTION OF STEEL PIPE RAIL OR CONCRETE CURB FLOOR BUMPER SYSTEM SHALL RECEIVE A 2 "x2 "x2 1/8" ALUMINUM ANGLE ADHERED ( EXPOY ADHESIVE) TO CORNER 0 6" AFF UP TO 4' -0" A.F.F. FOR PROTECTION OF FINISHES (CERAMIC TILE, PANELING, ETC.). 1 , I ADDITIONAL INFORMATION 110 p I ' I EXI! 1 PAINT 8" WIDE STRIPE ; j I I _ - - - - _ - - _ o_ 99 A501 wOALWL A206 ON CURB TOP & FACE. _ TRAFFIC YELLOW. (TYP.)--,-' TYP.) ;..U: .,...".,,..TM........... -- - - - - - - - - - - - - - - - - - -- - -- -- ---- - - - - -- _ EXISTING LA DSCAPE AREA � ' S4 3 ' - - - -- -- - - - - -- S 3 3 --- - - - - -- ' ............. «.... «.... «. �2. -... » „.. «.._ « «_.. ' ... «�____ Q N-- - - - - -- ' -- --- - - - - -- -- - - - - -- - - - - -- --- - - - - -- ----------------- S_3 I I 11 -5 ! y ' IAREAS (NEW LANDSCAPE A22� 1 22, 22 N 1 22 1 22' ALUMINUM S -3 QHANDRAILS. ON SP -1 SEE DETAIL PAINT CURB TOP &FACE. NEW H.C. ACCESSIBLE PAINT 8" WIDE STRIPE TRAFFIC YELLOW. (TYP.) RAMP WITH DETECTABLE ON CURB TOP & FACE. 19.) ALL DOORS MUST BE A MINIMUM OF 2' -10" (EXCEPT FOR CLOSET & MECH. SHAFTS). 20.) PROVIDE DRAFT STOPS ABOVE EVERY 10,000 S.F. 21.) ANY WOOD PARTITION G.C. TO PROVIDE FIRE STOPS AT MAX VERTICAL SPACING OF 8'. 22,) NEW CONCRETE BLOCK WALLS SHALL RECEIVE COREFILL 500 FOAM INSULATION IN ALL CONCRETE BLOCK CAVATIES BETWEEN FLOOR AND ROOF. VERIFY THAT EXISTING WALLS ARE INSULATED AND IF NOT ADD /RETROFIT COREFILL 500 INSULATION FROM FLOOR TO ROOF IN EXISTING CONCRETE BLOCK CAVITIES 23,) FINISHED COOLER /FREEZER FLOOR TO BE +2" A.F.F. AS PER SOUTH FLORIDA BUILDING CODE CHAPTER 4606.2 (b)(4) 24.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER FOR OPERATIONS TO SECURITY SYSTEMS/ FIRE ALARM SYS. AND LIGHT INDICATOR TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 25.) G.C. TO COORDINATE AND VERIFY FINAL COOLER SLAB DEPRESSIONS WITH I nnI FR MANI IFArTI IRFR CI IRMIT CHnP FIRAWINI:C FnR APPPnVAI 26,) CONTRACTOR TO REQUEST MEETING WITH THE REFRIGERATION CASES REPRESENTATIVE AND ARCHITECT PRIOR TO THE LAYOUT OF UNDERGROUND UTILITIES VERIFY FINAL LOCATIONS WITH CASE TEMPLATE. 27.) ALL GLASS ON STORE FRONT SHALL BE 1/4" CLEAR (TEMPERED GLASS) GLASS SIMILAR TO PPG CLAER "TWINDOW" UNITS. ALL GLASS SHALL BE TEMPERED. SEE SPECS. FOR APPROVED MANUFACTURERS. 28.) PROVIDE FLOOR DRAINS ON ALL REFRIG. TUBING TRENCH. 29.) OMIT 30.) WALL DIVIDING BACKROOM FROM SPECIALTY DEPT. MUST CONTINUE TO ROOF DECK WITH 5/8" GYPSUM BOARD ON BACK SIDE. (TYPICAL) 31.) PROVIDE DETECTABLE WARNING AT EXIT RAMPS AS REQUIRED. (TYPICAL) PROVIDE DETECTABLE WARNING IN SLAB. 32.) SLOPE SLAB TO DRAINS IN NEW CONFINE AREAS & SPECIALTY DEPT. WITH A MIN. OF 2" MUD BASE AND SLOPE TO DRAIN UNLESS OTHERWISE SHOWN. 33.) COOLER FREEZER MANUF. MUST VISIT SITE; COORDINATE AND VERIFY AVAILABLE SPACE BEFORE ORDERING OR FABRICATING COOLERS /FREEZERS. MANUF. MUST INFORM ARCH. & G.C. OF ANY DISCREPANCIES THAT MAY ARISE AND OR ANY ADJUSTMENTS REQUIRED. 34.) WRAP COLUMNS AND ENCLOSE ALL VTR 0 EXPOSED COLUMNS. (VERIFY WITH PLUMBING PLANS) 35.) OMIT 36.) OMIT 37.) OMIT 38.) OMIT 39.) WINN DIXIE WILL PROVIDE NEW VENDOR COMPUTER CABINET. INSTALLED BY G.C. 40.) ALTERATIONS OF EXISTING WORK BEING OF SUCH NATURE THAT ALL FACETS OF THE WORK ARE IMPOSSIBLE TO DETAIL AND SPECIFY, IT IS, THEREFORE, THE CONTRACTORS WARNINGS IN SLAB. TRAFFIC YELLOW. (TYP.) NOTE: 1. SEE RAMP DETAILS ON SHEET SP -1. 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. 3. PROVIDE RAILING, DETECTABLE WARNINGS AND THICKEN EDGES AT ALL EXIT RAMPS. 43.) DEMOLITION OF EXISTING WORK SHALL BE DONE IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH NORMAL OPERATION OF THE STORE, AND CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING STRUCTURES, FIXTURES ETC. FOLLOW OSHA REQUIREMENTS 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. INSTRUCT STORE MANAGEMENT OF ALL PLANNED PRECAUTIONS AND ENLIST EMPLOYEES TO STRIVE TO CONTINUALLY BE AWARE TO REPORT HAZARDOUS CONDITIONS THAT MAY RESULT IN INJURY. 44.) ALL EXPOSED EXISTING AND NEW PIPE COLUMNS IN SALES AREA SHALL BE WRAPPED WITH STAINLESS STEEL FROM FLOOR TO 6' -0" A.F.F. AND BE PAINTED WHITE ABOVE 6' -0" TO CEILING. ALL COLUMNS WITHIN SHELVING TO BE PAINTED WHITE FROM FLOOR TO CEILING. 45.) OMIT 46.) PATCH & REPAIR FLOOR PRIOR TO INSTALLING NEW FLOOR TILE. 47.) PROVIDE SIGNS ON ALL EMERG. EXIT DOORS "THIS DOOR TO REMAIN UNLOCKED Yu WHEN BUILDING ��'1 ; OCCUPIED 1" A,S REQUIRED BY CODE. , u „L' I ' , all'-n ,+Z cLC%,,. METER, WATER METER, GAS METER, ETC. OR ANY GAS LINES THAT MAY NEED TO BE RELOCATED; IF G.C. FINDS ANY DISCREPANCIES AN PLANS HE IS TO CONTACT ARCH. ENGINEER AND ADVISE HIM OF CONDITION. IF G.C. FINDS THAT ANY ADDITIONAL WORK IS REQUIRED HE IS TO INFORM ARCH./ ENG. AND INCLUDE THE NECESSARY WORK IN BID. 49.) TEMP MOTOR ROOM GENERAL CONTRACTOR SHALL RELOCATE ALL EXIST. REFRIG. COMPRESSORS UNITS FROM EXIST. MOTOR ROOM TO TEMP LOCATION ON GROUND PROVIDE 8' HIGH CHAIN LINK FENCE AROUND TEMP. AREA WITH 5' ACCESS GATE AND PAD LOCK FOR SECURITY. ERECT TEMP. SHED STRUCTURE CONSISTING OF 4 x 4 WOOD POST COLUMNS 0 8' -0" O.C. AND 2 x 8 BEAMS CONTINUOUS ALONG COLUMN LINE, 2 x 6 P.T. LEDGER ON EXTERIOR MASONRY WALL WITH POWRED ACTIVATED FASTENERS 0 24" O.C.: G.C. SHALL BE REQUIRED TO EXTEND POWER TO UNITS. REFRIGERATION TUBING WORK WILL BE DONE BY WINN DIXIE. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WEATHER PROTECTION FOR ELECTRICAL WORK. 50.) EXISTING STUB -OUTS, DRAINS AND PULL BOXES FOR EXISTING CASES BEING REMOVED AR RELOCATED ARE TO BE TAKEN OUT OR CAPPED BELOW SLAB BY ELECTRICAL AND PLUMBING CONTRACTOR. 51,) G.C. TO INSPECT DOOR OPENINGS WITH EXISTING CONDITIONS - IF ANY EXISTING COLUMNS INTERFERE W /OPENING INCLUDE RELOCATION IN BID PRICE.. 52.) PROVIDE R -19 INSULATION OVER NEW ACOUSTICAL CEILING. 53.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER FOR OPERATIONS TO SECURITY SYSTEMS/ FIRE ALARM SYS. AND LIGHT INDICATOR TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 54.) ALL COOLERS AND FREEZERS FURNISHED AND INSTALLED BY WINN- DIXIE. SERVICES BY CONTRACTOR. 55.) CONTRACTORS REMOVE ALL WATER & CONDENSATE LINES, CONDUIT, WIRING, VENTS, DRAINS, ETC. FOR ALL AREAS WERE EQUIPMENT IS BEING REMOVED. REMOVE COMPLETELY DO NOT ABANDON IN PLACE. 56.) CONTRACTOR TO REMOVE & DISPOSE OF THE COOLERS, FREEZER, CUTTING ROOM, ETC. PANEL SECTIONS THAT HAVE SHEETROCK OR SIMILAR ATTACHED TO THEM BEING USED AS A DIVIDING WALL. 57.) CONTRACTOR SHALL RELOCATE EXISTING "F.E." AND FURNISH NEW "F.E." OR "S.F.E." WHERE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL PAINT IN RED BACKGROUND WITH TOP MOUNTED AT 5' -0" A.F.F. FOR EACH FIRE EXTINGUISHER. MOUNT F.E. AND S.F.E. AT 4' -3" A.F.F. 58.) OMIT 59.) WINN -DIXIE FURNISHES, INSTALLS AND REMOVES ALL COOLERS AND FREEZERS. CONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, METAL FLASHINGS AND CONCRETE SLABS. CONTRACTOR RESPONSIBLE FOR DISCONNECTING ELECTRICAL & PLUMBING AS REQUIRED IN ORDER TO INSTALL NEW COOLER & FREEZER PANELS FOR RE- CONNECTING. 60.) GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT INCLUDING ALL DIMENSIONS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 61. EXISTING FIRE SPRINKLER .SYSTEM SHALL BE MODIFIED AS REQUIRED TO COMPLY WITH 3 -1 1� Y7IYIWM'1�1f A'A111�H'MY ING RAMP RAIL 41-11_TRENCI EW CURB SEE DTL. ON SP -1 EXISTING RESTROOM TO REMAIN € 1 4 sC'E I �I I I z X W Cr w L_ z Q EXISTING DOOR TO F REMAIN ,r �1 EXISTING MEZZANINE / MACHINE ROOM SCALE 3/32" = 1' -0" r � � M "� � PB_f"i� t�� 1� & .5 Val P�0400Q""" •� F 0 U 01 ' APPROVED FOR BUILDING PERMITTING PURPOSES BY DADE COUNTY FIRE DEPARTMENT FIRE PROTECTION CONTRACTOR'S WORKING PLAN AS PER NFPA 13.1.9.1 SHALL BE SUBMITTED FOR APPROVAL TO METRO DADE FIRE DEPARTMENT BEFORE ANY FIRE PROTECTION SYST h1 IS IN ALLED IREI-JE E D DATE �� 3 0 �BY D �p ;(� l r_ I I O I V ALUMINUM PAINT CURB TOP & FACE. U U V` o �� Il HANDRAILS. TRAFFIC YELLOW. (TYP.) SEE DETAIL ON SP -1 FLOOR PLAN � SAFETY � _ I (0 Z LIFE FEATURES SCALE: 3/32" = 1' -0" SHALL Qg PROVIDED AT TIME OF OCCUPANCY4 EXTERIOR COOLER f FREEZER SUPPORT NOTES & REQ.: ALL COOLER SUPPORT REQUIRED BY COOLER MANUFACTURER. I E - A- F-PPNI F � s ono i � )LIFE .. Y FE ^.TU"ES SHALL BE PROVIDED AT TIME OF OCCUPANCY4, STORM SHUTTERS NOTES: 1. SHALL BE INSTALLED OVER ALL GLASS LOCATIONS TO COMPLY WITH APPLICABLE LOCAL CODES & WITH PRODUCT CONTROL APPROVAL. 2. SHUTTERS TO BE CORRAGATED METAL WITH TOP TRACK AND BOTTOM ANCHOR. VERIFY AND COORDINATE DIMENSIONS IN FIELD. S " -544FeT 9 -/03 FOf, I C- A-L-A R N S7-/A M j' LIFE SAFETY FEATURES SHALL BE PROVIDED AT TIA ^E OF OCCUPANICY. FLOOR PLAN NOTES 1. REFERENCE A -602 FOR DOOR SCHEDULE- XX 2. ROOM NUMBER- XXX O INSTALL 2 1/4"0 SS PIPE CASE PROTECTIVE BUMPERS W /CAPS AS MANUFACTURED BY LOAD KING MODEL # SSP -39 -POST W/ 1310123. CORE DRILL SLAB AND INSTALL AFTER CASES HAVE BEEN SET. [EXISTING PORTIONS OF BUILDING SHALL' COMPLY WITH THE PROVISIONS OF EXISTING LNG, DCCUPANCIES, AS SET FORTH IN THE NFPA 101 LIFE SAFETY. CODE. PROVIDE ONE CERTIFIED 2A IOBC FIRE EXTINGUISHER For each 3000 sq. ft. and with a maximum travel distance to reach of 75'. Top not to exceed 5' above the floor. zi w a t' CHANGE OF ELEVATION NOT TO EXCEED 1/2" 1 r .h. ` INTERIOR FINISH REQUII EMENTS EXITS ACCESS TO EXITS OTHER SPACES z4 ®� PER. ASTM E - 84 N FPA - 255 APPROVED BY MIAMI -DADE COUNTY FIRE DEPARTMENT SPK _BLDG. PERMIT WATER M Ito SI DATE 1 Z 13 oc3Y o os4-o WOW W • O w o PRODUCE 1348 WV i � UTENSIL _0 " HELIUM TANKS SINK F-13-4-1 �oz I I to (CONNECT TO 0) - Q 0. QQI �a m FLORAL) BY G.0 PRODUCE 1 r(, to W 000 A� z _w (n do.. O PREP AREA 11 A205 Ca BI -LEVEL ACCESSIBLE I I It V 134A DRINKING FOUNTAINS QD UP TO 6' -0" AFF SS SHALL 6- HS „ III: it 11'- 4;11/2" j' °t 1 120A ; = FE9 = 11 N. T. S. 11 2" SPACE I 1 1 5" BE ONE CONTINUOUS PIECE (VERTICAL) II 33A COOLER =; EXISTING �'1 1 -1�- - - - Z I WITH INTERLOCKING JOINT. WRAP EXPOSED RFE8 SEAFOOD iI II I I I 2' -1t t /2" I COLUMNS ONLY, (TYPICAL) I 1 I I 1 r -9" x r -9" ,, 4" REINF. CONC. SLAB a• W (TYP) '' I I - - II _ I; P��� r1= '==== = = = = == 11 7' -3/ <" 2' ' - ®- - ®- - ®- - ®- - ®- 1 oe 132 t, W /6x6 -10/10 W.W.M. ON a' r 2•_0" WELL COMPACTED FILL 1 #4 CONT. TE.--/ W -8 TYPICAL THICKENED EDGE N. T. S. 2' -0" 1' -0" NEW CONCRETE SLAB EXIST. CONC. SLAB 4" x 4" z W1.4 x WIA W.W.F. (MIN.) e a < IA #6 VISQUEEN VAPOR BARRIER --J� #4 x 3' -0" 0 18" O.C. 15" COMPACTED GRAVEL BASE IMBEDDED 12" INTO EXIST. SLAB IN HILTI EPDXY. SLAB EXTENSION DETAIL SCALE 1" - V -0" GENERAL NOTES 6" CL 5 -3 I io n I D Ip FE 5 I I I I I I 1 I I I I I '• `• CONCRETE ` ' " ` CURB (TYP). " (•YP,) 136 <i �,------- - - - - -- #I WRAP COLUMN W/ 24 GAUGE SS II 133 1 I' 11 I I €_ UP 6" ABOVE FINISH CLNG. SS SHALL II SEAFOOD F�pD FREEZERi BE ONE CONTINUOUS PIECE (VERTICAL) I` 1 WITH INTERLOCKING JOINT, II PREP Y I IN €€ It ' , O » « «.... «.._..... „. » », € H.S. z I `25' -11 1/2" c Mt II 0 L - I 1 I = 117 ;I: :.,,.: (T ABOVE I) Qw I €€ I LINE OF SOFFIT I' EXISTING I LOBSTER C80KER 1 WCL WCX HANDICAP i I 4 1 .RESTROOM i 1 37, 6" 24' -3 / 2" 6" EXISTING COLUMNS TO W /EXHAUSjI H00 jK. �i A307 « / I I REMAIN (TYPICAL) I I REF SCHED M -511 -a ' � -,� -2 I ' « ............. , - - - -- ...� (TYP.) 1 &2 I I I I 11 € I d OR SWING. € , -- ,, LINE OF SOFFIT 30 1 O ; (3 WIDE DOOFI)' --NEW DOOR TO MATCH EXISTING SIZE SIMILAR ABOVE -I ( 115g 115A 1' 1 € 1 , 30 TO DOOR 125A -J- .. « ».. .. «.... ..... „. ..._... i �... -- '� - ----- - -____ _ - - - -- , , , , ; «... TYP I - r , , € , I : I : ' 11 o I XISTING " SIMILAR " - -- _ _ _ _ , € , , , € ' it••= t, t � 1 :..., '` j 0 REMAIN ESTROOM 1 104 MOP STATION PHARMACY ; O# _,I I I » "I I I I I 1 125 S i'I' ::: °.,,..a::`; 1 I DA RY COOLER t I � I r_ -- �.__.1 � I. „ «.i �__ «_. �_....! ' �.... «I 1 I> h' ' -s 1 2" x DE OLER SEE 7 A503 115 �" �""" ' _ 123 0_`L , , , , , , , , , , , , € , ;±' / € 11 7" x ' 1 " w z 3 I FE3 , € , I € I € € i € I I 11 , CI;: "..... «...t € 5' 11 1 /2 I - 8 - o, Vl 106 SEE SHEET A -204 FOR «..s « «. t.....s. «.. t......a. «.. ,. «...c..... ,.... »c..... € € ,' ; «.! I , I , ADDITIONAL INFORMATION , I» , I I , , I , , tI € , , 122 I ; _,°; I HS DELI- BAKERY „ „ _ _ ",1 ' , , , , , € I CHANGE EXISTING , ....:..... „_ „ ................ �.,� PB PANEL „ „ „__ ». «.__ «.. «...... « »_...... « «....... ' I 4 ;,; ; pd ❑ SEE SHEET A -206 FOR DOOR SWING. ; / 103 p 14A 1 &2 (3 WIDE DOOR) _ I «; 1 BAKERY ADDITIONAL INFORMATION '1 I S -3 7 I I DELI FREEZ FE2 30 07 I I 11' -7" x 10' 9 Z/1-1 0 8 ��----- - - - - -- I 113 FE6 FE7 EXISTING COLUMNS -11" 6' -3" 8' -4" 6' -3" ' -11" I v IMILAR j HOOD ABOVE I �� ��'' I I TO REMAIN VERIFY 105 S OR GE 116 EXACT LOCATION 1 TYP. EXISTING BLOCK WALLS 1 0 ©S REF SCHED. M- 501 -;--• ,, ><�,` I, __� COMPUTE 113A 0 I I 109A 101 B TO REMAIN (TYPICAL) - 0 IN FIELD. (TYPICAL) O II O II I II 101 A II 114 RO M 8 ,_ „ „.._ » « « «.... » »..._ ....... ............................................. «"....................«„......„..«....._....«....«......«...._....__ «.._ « «.... «.... «...... «.. «_...� r... „ „...... «...._.. » « „.... „ «.� ..... ... « ................. « «............ _ „.. „.... _` ............. ...... ...._.................. „______. ... - - - � - _ - - - _ _««««....«««_..«««_.. „.... « « «.................. «..., = EXISTING BLOCK WALLS I 1 111 F 4 I ' ` 1'- 1 € ,- - - - - - - - - - - - - TO REMAIN (TYPICAL) - - - - - - - - I 111 B I SEE ONET A- 03 FOR -�� \ NEWT CONC. r NEW CONC. «.� „..i., 8" BLK. WALL 8 /2" OFFICE AD AL INFORMATION CURB. (TYP) CURB. (TYP) I I,= ... «„ ......... „« ............ « ....... .... ._„..„«„«««....«............_«......««.._....««»„........««««......__ .._ «.._.. «.. »........... « «.. COURTESY AREAI FE5 I \ _ » »» t' SPACE , ,; SEE SHEET A -203 FOR 4A I ` 1 1A COVERED ENT CE 1 ' 1.) FE INDICATES FIRE EXTINGUISHERS - 10 LB. ABC DRY CHEMICAL. PROVIDE A 12" x 36" AREA ON WALL PAINTED RED. MOUNT FE IN BACKROOM AREAS. PROVIDE FE CABINET (RFE) (REF SPECIFICATIONS) WHERE INDICATED IN SALES AREA. TOP OF FE MOUNTED 0 4' -3" A.F.F. RE USE AND RELOCATE EXISTING ONES AS REQUIRED. PROVIDE ONE FIRE EXTINGUISHER FOR EVERY 3,000 S.F. 2.) DO NOT INSTALL ONE OF THE OFFICE WALL UNTIL SAFE HAS BEEN INSTALLED. (EXISTING SAFE RELOCATED BY G.C.) 3.) THE REAR SALES AREA WALL SEPARATING THE SALES AREA FROM THE BACKROOM SHALL BE 6" METAL STUDS 0 24" O.C. WITH 5/8" GYPSUM BOARD ON THE SALES AREA SIDE AND 1/2- FIRECODE GYPSUM BOARD FROM FLOOR TO ROOF DECK ON BACKROOM SIDE. WITH 1/2" WATER PROOF GYB. BOARD TO 10' -6" WAINSCOT BETWEEN PREFAB MEAT ROOM, MEAT COOLER AND SALES AREA. ..� nno•.•OC •1 1 o.•.VOC o.•.L44•.,IIIICD MCLD \MnC o1-, 1•I010C or r_^ I I,ICr, -,L 9TV00 O 24" O.C. FROM TOP OF FREEZER, COOLER & MEAT CUTTING ROOM TO BOTTOM OF ROOF DECK. 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 0 24" OC, VERTICALLY UNLESS OTHERWISE NOTED. REF: 2/A -302 6.) ALL TRENCHES AND PULLBOXES SHALL HAVE SEALED CONCRETE BOTTOMS & SIDES. COORDINATE W/ MECHANICAL AND ELECTRICAL AS REQUIRED. 7.) ALL EXTERIOR OPENINGS, ROOMS, CHASE & ATTIC SHALL BE "RODENT PROOF ". 8.) CONTRACTOR SHALL USE METAL STUDS EXCEPT WHERE INDICATED ON PLANS. USE 22 GAUGE STUDS FOR PARTITION WALLS & FOR CURTAIN WALL 0 24" OC W/ 54" OC HORIZONTAL BRACING. 9.) CONCRETE CURBS IN STOCKROOM AREAS TO BE INSTALLED AFTER WALLS, COOLERS AND FREEZERS HAVE BEEN ERECTED. DRAIN LINES AND CONDUIT SHALL BE PROTECTED IN CONCRETE CURB AS APPLICABLE. ONLY ON STUD WALLS AND PRE -FAB WALLS. SEE LOCATIONS IN FLOOR PLAN. 10.) OMIT 11.) PROVIDE TRASH RECEPTORS AT EACH RESTROOM & HANDSINK. (BY WINN DIXIE) 12.) ALL STUD WALLS TO BE 6" STUDS UNLESS OTHERWISE NOTED. 13.) ALL STUD WALLS TO RECEIVE CERAMIC TILE SHALL HAVE A SUBSTRATE OF 1/2" WATER PROOF CEMENTOUS BOARD. STOP CERAMIC TILE 12" BEHIND COOLERS AND FREEZERS. 14.) ALL WALL PENETRATIONS THROUGH REAR STOCKROOM MAIN CORRIDOR WALL SHALL BE SEALED AIR TIGHT & "RODENT PROOF ". THIS SHALL INCLUDE ALL OPENINGS FOR REFRIGERATION AND ELECTRICAL LINES ENTERING THE MACHINE ROOM. 15.) ALL OUTSIDE WALL CORNERS WITHOUT THE PROTECTION OF STEEL PIPE RAIL OR CONCRETE CURB FLOOR BUMPER SYSTEM SHALL RECEIVE A 2 "x2 "x2 1/8" ALUMINUM ANGLE ADHERED ( EXPOY ADHESIVE) TO CORNER 0 6" AFF UP TO 4' -0" A.F.F. FOR PROTECTION OF FINISHES (CERAMIC TILE, PANELING, ETC.). 1 , I ADDITIONAL INFORMATION 110 p I ' I EXI! 1 PAINT 8" WIDE STRIPE ; j I I _ - - - - _ - - _ o_ 99 A501 wOALWL A206 ON CURB TOP & FACE. _ TRAFFIC YELLOW. (TYP.)--,-' TYP.) ;..U: .,...".,,..TM........... -- - - - - - - - - - - - - - - - - - -- - -- -- ---- - - - - -- _ EXISTING LA DSCAPE AREA � ' S4 3 ' - - - -- -- - - - - -- S 3 3 --- - - - - -- ' ............. «.... «.... «. �2. -... » „.. «.._ « «_.. ' ... «�____ Q N-- - - - - -- ' -- --- - - - - -- -- - - - - -- - - - - -- --- - - - - -- ----------------- S_3 I I 11 -5 ! y ' IAREAS (NEW LANDSCAPE A22� 1 22, 22 N 1 22 1 22' ALUMINUM S -3 QHANDRAILS. ON SP -1 SEE DETAIL PAINT CURB TOP &FACE. NEW H.C. ACCESSIBLE PAINT 8" WIDE STRIPE TRAFFIC YELLOW. (TYP.) RAMP WITH DETECTABLE ON CURB TOP & FACE. 19.) ALL DOORS MUST BE A MINIMUM OF 2' -10" (EXCEPT FOR CLOSET & MECH. SHAFTS). 20.) PROVIDE DRAFT STOPS ABOVE EVERY 10,000 S.F. 21.) ANY WOOD PARTITION G.C. TO PROVIDE FIRE STOPS AT MAX VERTICAL SPACING OF 8'. 22,) NEW CONCRETE BLOCK WALLS SHALL RECEIVE COREFILL 500 FOAM INSULATION IN ALL CONCRETE BLOCK CAVATIES BETWEEN FLOOR AND ROOF. VERIFY THAT EXISTING WALLS ARE INSULATED AND IF NOT ADD /RETROFIT COREFILL 500 INSULATION FROM FLOOR TO ROOF IN EXISTING CONCRETE BLOCK CAVITIES 23,) FINISHED COOLER /FREEZER FLOOR TO BE +2" A.F.F. AS PER SOUTH FLORIDA BUILDING CODE CHAPTER 4606.2 (b)(4) 24.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER FOR OPERATIONS TO SECURITY SYSTEMS/ FIRE ALARM SYS. AND LIGHT INDICATOR TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 25.) G.C. TO COORDINATE AND VERIFY FINAL COOLER SLAB DEPRESSIONS WITH I nnI FR MANI IFArTI IRFR CI IRMIT CHnP FIRAWINI:C FnR APPPnVAI 26,) CONTRACTOR TO REQUEST MEETING WITH THE REFRIGERATION CASES REPRESENTATIVE AND ARCHITECT PRIOR TO THE LAYOUT OF UNDERGROUND UTILITIES VERIFY FINAL LOCATIONS WITH CASE TEMPLATE. 27.) ALL GLASS ON STORE FRONT SHALL BE 1/4" CLEAR (TEMPERED GLASS) GLASS SIMILAR TO PPG CLAER "TWINDOW" UNITS. ALL GLASS SHALL BE TEMPERED. SEE SPECS. FOR APPROVED MANUFACTURERS. 28.) PROVIDE FLOOR DRAINS ON ALL REFRIG. TUBING TRENCH. 29.) OMIT 30.) WALL DIVIDING BACKROOM FROM SPECIALTY DEPT. MUST CONTINUE TO ROOF DECK WITH 5/8" GYPSUM BOARD ON BACK SIDE. (TYPICAL) 31.) PROVIDE DETECTABLE WARNING AT EXIT RAMPS AS REQUIRED. (TYPICAL) PROVIDE DETECTABLE WARNING IN SLAB. 32.) SLOPE SLAB TO DRAINS IN NEW CONFINE AREAS & SPECIALTY DEPT. WITH A MIN. OF 2" MUD BASE AND SLOPE TO DRAIN UNLESS OTHERWISE SHOWN. 33.) COOLER FREEZER MANUF. MUST VISIT SITE; COORDINATE AND VERIFY AVAILABLE SPACE BEFORE ORDERING OR FABRICATING COOLERS /FREEZERS. MANUF. MUST INFORM ARCH. & G.C. OF ANY DISCREPANCIES THAT MAY ARISE AND OR ANY ADJUSTMENTS REQUIRED. 34.) WRAP COLUMNS AND ENCLOSE ALL VTR 0 EXPOSED COLUMNS. (VERIFY WITH PLUMBING PLANS) 35.) OMIT 36.) OMIT 37.) OMIT 38.) OMIT 39.) WINN DIXIE WILL PROVIDE NEW VENDOR COMPUTER CABINET. INSTALLED BY G.C. 40.) ALTERATIONS OF EXISTING WORK BEING OF SUCH NATURE THAT ALL FACETS OF THE WORK ARE IMPOSSIBLE TO DETAIL AND SPECIFY, IT IS, THEREFORE, THE CONTRACTORS WARNINGS IN SLAB. TRAFFIC YELLOW. (TYP.) NOTE: 1. SEE RAMP DETAILS ON SHEET SP -1. 2. SEE THICKEN EDGE DETAILS ON THIS SHEET. 3. PROVIDE RAILING, DETECTABLE WARNINGS AND THICKEN EDGES AT ALL EXIT RAMPS. 43.) DEMOLITION OF EXISTING WORK SHALL BE DONE IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH NORMAL OPERATION OF THE STORE, AND CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING STRUCTURES, FIXTURES ETC. FOLLOW OSHA REQUIREMENTS 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. INSTRUCT STORE MANAGEMENT OF ALL PLANNED PRECAUTIONS AND ENLIST EMPLOYEES TO STRIVE TO CONTINUALLY BE AWARE TO REPORT HAZARDOUS CONDITIONS THAT MAY RESULT IN INJURY. 44.) ALL EXPOSED EXISTING AND NEW PIPE COLUMNS IN SALES AREA SHALL BE WRAPPED WITH STAINLESS STEEL FROM FLOOR TO 6' -0" A.F.F. AND BE PAINTED WHITE ABOVE 6' -0" TO CEILING. ALL COLUMNS WITHIN SHELVING TO BE PAINTED WHITE FROM FLOOR TO CEILING. 45.) OMIT 46.) PATCH & REPAIR FLOOR PRIOR TO INSTALLING NEW FLOOR TILE. 47.) PROVIDE SIGNS ON ALL EMERG. EXIT DOORS "THIS DOOR TO REMAIN UNLOCKED Yu WHEN BUILDING ��'1 ; OCCUPIED 1" A,S REQUIRED BY CODE. , u „L' I ' , all'-n ,+Z cLC%,,. METER, WATER METER, GAS METER, ETC. OR ANY GAS LINES THAT MAY NEED TO BE RELOCATED; IF G.C. FINDS ANY DISCREPANCIES AN PLANS HE IS TO CONTACT ARCH. ENGINEER AND ADVISE HIM OF CONDITION. IF G.C. FINDS THAT ANY ADDITIONAL WORK IS REQUIRED HE IS TO INFORM ARCH./ ENG. AND INCLUDE THE NECESSARY WORK IN BID. 49.) TEMP MOTOR ROOM GENERAL CONTRACTOR SHALL RELOCATE ALL EXIST. REFRIG. COMPRESSORS UNITS FROM EXIST. MOTOR ROOM TO TEMP LOCATION ON GROUND PROVIDE 8' HIGH CHAIN LINK FENCE AROUND TEMP. AREA WITH 5' ACCESS GATE AND PAD LOCK FOR SECURITY. ERECT TEMP. SHED STRUCTURE CONSISTING OF 4 x 4 WOOD POST COLUMNS 0 8' -0" O.C. AND 2 x 8 BEAMS CONTINUOUS ALONG COLUMN LINE, 2 x 6 P.T. LEDGER ON EXTERIOR MASONRY WALL WITH POWRED ACTIVATED FASTENERS 0 24" O.C.: G.C. SHALL BE REQUIRED TO EXTEND POWER TO UNITS. REFRIGERATION TUBING WORK WILL BE DONE BY WINN DIXIE. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WEATHER PROTECTION FOR ELECTRICAL WORK. 50.) EXISTING STUB -OUTS, DRAINS AND PULL BOXES FOR EXISTING CASES BEING REMOVED AR RELOCATED ARE TO BE TAKEN OUT OR CAPPED BELOW SLAB BY ELECTRICAL AND PLUMBING CONTRACTOR. 51,) G.C. TO INSPECT DOOR OPENINGS WITH EXISTING CONDITIONS - IF ANY EXISTING COLUMNS INTERFERE W /OPENING INCLUDE RELOCATION IN BID PRICE.. 52.) PROVIDE R -19 INSULATION OVER NEW ACOUSTICAL CEILING. 53.) CONTRACTOR IS RESPOSSIBLE FOR CONNECTING, INSTALLING, AND PROVING POWER FOR OPERATIONS TO SECURITY SYSTEMS/ FIRE ALARM SYS. AND LIGHT INDICATOR TO ALL DOORS LEADING TO OUTSIDE OF THE STORES. 54.) ALL COOLERS AND FREEZERS FURNISHED AND INSTALLED BY WINN- DIXIE. SERVICES BY CONTRACTOR. 55.) CONTRACTORS REMOVE ALL WATER & CONDENSATE LINES, CONDUIT, WIRING, VENTS, DRAINS, ETC. FOR ALL AREAS WERE EQUIPMENT IS BEING REMOVED. REMOVE COMPLETELY DO NOT ABANDON IN PLACE. 56.) CONTRACTOR TO REMOVE & DISPOSE OF THE COOLERS, FREEZER, CUTTING ROOM, ETC. PANEL SECTIONS THAT HAVE SHEETROCK OR SIMILAR ATTACHED TO THEM BEING USED AS A DIVIDING WALL. 57.) CONTRACTOR SHALL RELOCATE EXISTING "F.E." AND FURNISH NEW "F.E." OR "S.F.E." WHERE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL PAINT IN RED BACKGROUND WITH TOP MOUNTED AT 5' -0" A.F.F. FOR EACH FIRE EXTINGUISHER. MOUNT F.E. AND S.F.E. AT 4' -3" A.F.F. 58.) OMIT 59.) WINN -DIXIE FURNISHES, INSTALLS AND REMOVES ALL COOLERS AND FREEZERS. CONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, METAL FLASHINGS AND CONCRETE SLABS. CONTRACTOR RESPONSIBLE FOR DISCONNECTING ELECTRICAL & PLUMBING AS REQUIRED IN ORDER TO INSTALL NEW COOLER & FREEZER PANELS FOR RE- CONNECTING. 60.) GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT INCLUDING ALL DIMENSIONS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 61. EXISTING FIRE SPRINKLER .SYSTEM SHALL BE MODIFIED AS REQUIRED TO COMPLY WITH 3 -1 1� Y7IYIWM'1�1f A'A111�H'MY ING RAMP RAIL 41-11_TRENCI EW CURB SEE DTL. ON SP -1 EXISTING RESTROOM TO REMAIN € 1 4 sC'E I �I I I z X W Cr w L_ z Q EXISTING DOOR TO F REMAIN ,r �1 EXISTING MEZZANINE / MACHINE ROOM SCALE 3/32" = 1' -0" r � � M "� � PB_f"i� t�� 1� & .5 Val P�0400Q""" •� F 0 U 01 ' APPROVED FOR BUILDING PERMITTING PURPOSES BY DADE COUNTY FIRE DEPARTMENT FIRE PROTECTION CONTRACTOR'S WORKING PLAN AS PER NFPA 13.1.9.1 SHALL BE SUBMITTED FOR APPROVAL TO METRO DADE FIRE DEPARTMENT BEFORE ANY FIRE PROTECTION SYST h1 IS IN ALLED IREI-JE E D DATE �� 3 0 �BY D �p ;(� l r_ I I O I V ALUMINUM PAINT CURB TOP & FACE. U U V` o �� Il HANDRAILS. TRAFFIC YELLOW. (TYP.) SEE DETAIL ON SP -1 FLOOR PLAN � SAFETY � _ I (0 Z LIFE FEATURES SCALE: 3/32" = 1' -0" SHALL Qg PROVIDED AT TIME OF OCCUPANCY4 EXTERIOR COOLER f FREEZER SUPPORT NOTES & REQ.: ALL COOLER SUPPORT REQUIRED BY COOLER MANUFACTURER. I E - A- F-PPNI F � s ono i � )LIFE .. Y FE ^.TU"ES SHALL BE PROVIDED AT TIME OF OCCUPANCY4, STORM SHUTTERS NOTES: 1. SHALL BE INSTALLED OVER ALL GLASS LOCATIONS TO COMPLY WITH APPLICABLE LOCAL CODES & WITH PRODUCT CONTROL APPROVAL. 2. SHUTTERS TO BE CORRAGATED METAL WITH TOP TRACK AND BOTTOM ANCHOR. VERIFY AND COORDINATE DIMENSIONS IN FIELD. S " -544FeT 9 -/03 FOf, I C- A-L-A R N S7-/A M j' LIFE SAFETY FEATURES SHALL BE PROVIDED AT TIA ^E OF OCCUPANICY. FLOOR PLAN NOTES 1. REFERENCE A -602 FOR DOOR SCHEDULE- XX 2. ROOM NUMBER- XXX O INSTALL 2 1/4"0 SS PIPE CASE PROTECTIVE BUMPERS W /CAPS AS MANUFACTURED BY LOAD KING MODEL # SSP -39 -POST W/ 1310123. CORE DRILL SLAB AND INSTALL AFTER CASES HAVE BEEN SET. [EXISTING PORTIONS OF BUILDING SHALL' COMPLY WITH THE PROVISIONS OF EXISTING LNG, DCCUPANCIES, AS SET FORTH IN THE NFPA 101 LIFE SAFETY. CODE. PROVIDE ONE CERTIFIED 2A IOBC FIRE EXTINGUISHER For each 3000 sq. ft. and with a maximum travel distance to reach of 75'. Top not to exceed 5' above the floor. zi w a t' CHANGE OF ELEVATION NOT TO EXCEED 1/2" 1 r .h. ` INTERIOR FINISH REQUII EMENTS EXITS ACCESS TO EXITS OTHER SPACES z4 ®� PER. ASTM E - 84 N FPA - 255 APPROVED BY MIAMI -DADE COUNTY FIRE DEPARTMENT SPK _BLDG. PERMIT WATER M Ito SI DATE 1 Z 13 oc3Y o os4-o SEAL ENGINEERS WINS ISIXIE• - COMMENTS (RED LIN ES /CLARIFICATIONS) (8-21-02 FOR-BIDF- A2COMMENTS FROM CITY FIRE DEPT. NOV. 19, 02 WOW W • O w o O W WV i � I�1 Q _0 Lki OW U -*Q o �oz T- O Z _j to ci 0) - Q 0. QQI �a Lo� F- I N r(, to W 000 A� z _w SEAL ENGINEERS WINS ISIXIE• - COMMENTS (RED LIN ES /CLARIFICATIONS) (8-21-02 FOR-BIDF- A2COMMENTS FROM CITY FIRE DEPT. NOV. 19, 02 DRAWING TITLE FLOOR P LAN DATE: JUNE 17, 2002 DRAWN BY: CHECKED BY: DIVISION MIAMI LOCATION NO. 285 W.D. GUIDE PLAN l PROJECT N0. W w o O W WV i � _0 t` Co W �oz X ci w 0 H o Q 0. � to I N r(, to W 000 A� z _w (n do.. ca o wrn J Ca \ w Ca " � V J U 0w Z QD I o E a� O W v Q 0 DRAWING TITLE FLOOR P LAN DATE: JUNE 17, 2002 DRAWN BY: CHECKED BY: DIVISION MIAMI LOCATION NO. 285 W.D. GUIDE PLAN l PROJECT N0. W w o O W 0 _0 W X Q 0. � Q z L0 :D 00 0 DRAWING TITLE FLOOR P LAN DATE: JUNE 17, 2002 DRAWN BY: CHECKED BY: DIVISION MIAMI LOCATION NO. 285 W.D. GUIDE PLAN l PROJECT N0.