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02-830-012DRAWING NOTES I TEMPERATURE AND RELI EF D RAIN PIPE AN D D RA IN P AN PIPE FROM WATER HEATERS TO TERMINATE OVER FLOOR DRAIN. COORDINATE DRAIN LOCATION W/ EQUIPMENT PRIOR TO INSTALLATION. PHARMACY SINK FURNISHED BY TENANT AND INSTALLED BY CONTRACTOR, PIPE TO DRAIN TO CD W/ INDIRECT CONNECTION. O ROUTE 3" VENT UP W/1 WALL AND OFFSET ABOVE FINISH CEILING CEILING. z ca NOTE: LOCATION SHOWN FOR EXISTING PLUMBING FIXTURES, DOD, FLOOR DRAINS, ETC. ARE APPROXIMATE, IT IS CONTRACTOR RESPONSIBILITY TO VERIFY EXIST, LOCATIONS IN FIELD, ADJUST OR RELOCATE IF REQUIRED FOR NEW LAYOUT OR EQUIPMENT, IF EXISTING IS NOT THERE PROVIDE NEW. VERIFY ALL EXISTING CONDITIONS IN FIELD AND INCLUDE IN BID ANY NECESSARY ADJUSTMENTS. INFORM 19' -9" 14' ENGINEER AND ARCHITECT IF ANY MAJOR DISCREPANCIES ARE FOUND.. ...,..,,• ...................... ........ .I N I DCD ST. i .... ...................... D63 � D63 12' -0° D63 8' -D" D63 1 GENERAL NOTES 12' -0' D63 � 12' -D" D63 � 1. CONTRACTOR SHALL NOT POUR ANY PORTION OF CONCRETE FLOOR SLAB UNTIL -0'� VSV34 72' -6" M M4A3 1 12' -0" M UNDERGROUND UTILITIES ARE CHECKED BY WINN- DIXIE'S MAINTENANCE 12' -0" M M4A3 1 12' -D" M4P.3 8' -0" ta14A3 ' SUPERINTENDENT. ALLOW A MINIMUM OF TWO (2) WEEKS NOTICE PRIOR �^ 1 EXIST. DCD E XISTING TO CHECKING. � 1 � 1 2. IT IS RECOMMENDED THAT THE SUB - CONTRACTOR ARRANGE A PRE -JOB .L...- CONFERENCE W /WINN- DIXIE'S CONSTRUCTION SUPERVISOR FOR REVIEW AND 0 Q IY EXIST DCD 2 CLARIFICATION BEFORE STARTING WORK, CALL: PETE ONORATI (954) 783 -2836 co z r7 In 3. THE DRAINAGE SYSTEM AS SHOWN IS FUNCTIONAL AND MOST DESIREABLE. IF SUCH I_I O �J 9 IS NOT LOCALLY ACCEPTABLE, THE CONTRACTOR SHALL INSTALL OTHER DRAINS AS O REQUIRED. HE SHALL INSTALL ANY VENTS WHICH ARE REQUIRED BY CODE LEGEND (WHETHER SHOWN OR NOT). ANY PROPOSED SYSTEM OR CHANGES SHALL BE APPROVED BY WINN -DIXIE BEFORE ANY WORK IS STARTED. THE ENTIRE PLUMBING ABBREVIATION SYMBOL DESCRIPTION SYSTEM SHALL CONFORM WITH ALL STATE AND LOCAL CODES. STUB UP NOTE 4. PVC SHALL BE USED FOR SALES AREA DISPLAY CASE CONDENSATE DRAIN LINES. CARE SHALL BE USED WHEN LAYING PIPE OVER FILL. FILL SHALL BE MECHANICALLY GW GREASE WASTE COMPACTED. WITH EQUIPT. SPECS AND OR TEMPLATES PRIOR TO COMMENCING ANY WORK. ADJUST 5. PIPE NOTE: A. INSTALL 1/2" C.W. AT RIGHT SIDE OF FIXTURE. B. RUN 1 1 /2" PIPE @ 1 /4 " /FT. FIXTURE ARM. 2. IF EXISTING UTILIIES BEING CALLED TO BE REUSED OR RELOCATED. CAN NOT BE REUSED STORM C. RUN 2" PIPE @ 1 /4 " /FT. D. RUN 3" PIPE @ 1 /8 " /FT. OVERFLOW SECONDARY DRAINAGE PIPING E. RUN 4" & 6" PIPE @ 1 /8 " /FT. 3. CONTRACTOR MUST CONTACT EQUIPMENT REP OF REFRIG, CASES AND EQUIPMENT AND OBTAIN F. PROVIDE CLEANOUT AT BASE OF EACH SOIL AND WASTE STACK. EXISTING 0 EXISTING FLOOR DRAIN TO REMAIN 6. ALL DRAINS SHALL BE P- TRAPPED AT THEIR ORIGIN (WHERE CODES IN THE STORE AND COORDINATE LOCATION OF EQUIPMENT WITH ARCHITECT. ARCHITECT WILL PERMIT). 7. DO NOT POUR CONCRETE WITHIN 2' OF FLOOR DRAINS UNTIL DRAINS ARE INSTALLED. FINAL AND EXACT LOCATION OF UTILITIES (ELECTRICAL, PLUMBING REFRIG. ETC.). 8. TOP OF FLOOR DRAINS IN AREAS WITH SLOPED FLOORS SHALL BE SET BY FLOOR SLOPE OF 1/16" MIN. PER FOOT IN THOSE AREAS. 9. ALL EXPOSED COPPER IN FOOD PREP AREAS (PRODUCE, MEAT, SEAFOOD, DELI MEETING. BAKERY, ETC.) SHALL BE POLISHED WITH EMERY CLOTH AND ONE COAT CLEAR LACQUER APPLIED. EXISTING TO BE REMOVED 10. ALL CASE HUB DRAINS SHALL BE 3" BELL FITTINGS. 11. HUB DRAINS FOR COOLER CONDENSATE SHALL BE INSTALLED TIGHT TO WALL AND IN CONCRETE CURB. ONE FLOOR DRAIN. 12. SLEEVES IN CONCRETE BLOCK WALLS, FOUNDATIONS AND FLOORS TO BE PROVIDED BY PLUMBING CONTRACTOR. 13, ALTERATIONS TO EXISTING WORK BEING OF SUCH NATURE THAT ALL FACETS OF THE WORK BEING IMPOSSIBLE TO DETAIL AND SPECIFY,IT ( GREASE INTERCEPTOR SIZING: GREASE INTERCEPTOR SIZING: IS THEREFOR. THE RESPONSIBILITY OF THE CONTRACTOR TO i CAREFULLY EXAMINE THE BUILDING AND FAMILIARIZE HIMSELF WITH THE CONDITIONS AND RELATE THESE CONDITIONS TO THE SCOPE OF THE 2) 3 COMP. SINK = 2x22,5 GPM = 45 GPM PROPOSED WORK. 14. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING DRAIN LINES AND SEWER LINE. HE MAY ROUTE NEW WORK THROUGH THEM IN THE MOST 1) 1 HAND SINK 1x4.2 GPM = 4.2 GPM 3 HAND SINK = 3x4.2 GPM = 12.6 GPM ECONOMICAL MANNER . IN THE EVENT THE PLUMBING SYSTEM SHOWN A CANNOT BE INSTALLED PROPERLY . IT IT IS THE RESPONSIBILITY OF THE 2 CONTRACTOR TO INSTALL A WORKABLE SYSTEM WITHOUT EXTRA COST TO REQUIRED 1204.2x0.5 = 602.1 GALLONS 8 DCD @ 3FU = 8x3x7 = 168 GPM L ���� WINN DIXIE AND CONFORMS TO ALL STATE AND LOCAL CODES. 15. ANY PROPOSED SYSTEM OR CHANGES SHALL BE APPROVED BY WINN -DIXIE BEFORE ANY WORK IS STARTED. EQUIPMENT LOAD 16 ALL DIMENSIONS ON THIS DRAWING ARE CUMULATIVE AND ARE TAKEN FROM FINISH FACE OF MASONRY AND FINISHED WALLS, UNLESS NOTED �--� OTHERWISE. DIMENSIONS INDICATED FROM THE WALL SEPARATING THE PROVIDE 1200 GALLON GREASE INTERCEPTOR SALES AREA FROM THE STOCKROOM AREAS ARE TAKEN FROM THE FINISHED FACE OF WALL ON THE SALES AREA SIDE. THE WALL ON BE REUSED. EACH SIDE OF CUTTING ROOM IS FIGURED AT 7" INCLUDING FINISHES. CONTRACTOR SHALL VERIFY DIMENSIONS W /DRAIN DETAIL AND ACTUAL JOB CONDITIONS. 17. ANY EXISTING DRAINS IN SALES AREA AND BACK ROOM NOT TO BE RE- USED, SHALL BE PLUGGED BELOW FLOOR AND FINISHED PER FINISH SCHEDULE. 18. CONTRACTOR TO CLEAN OUT ALL EXISTING DRAIN LINES TO INSURE PROPER FLOW, FLUSH DRAIN AS REQUIRED. 19. ALL NEW AND EXISTING SOIL LINES SHALL BE PROPERLY VENTED AND HAVE A FLOOR CLEAN OUT (F C /O) AT THE END OF ALL RUNS. 20. ALL NEW DRAIN LINES TO BE A MINIMUM OF 4" IN DIAMETER. 21• ALL DRAINAGE PIPING SHALL BE PVC. DWV SCH. 40 IF ALLOWED BY \�\JV L. %L rlJ 1 11 \%JIV J\lIL 1 it L YYI 111 1 V.JI I vV11V IJ VIVVLI \l71 \VVIVV P11VV NO -HUB JOINTS ABOVEGROUND MAY BE USED. CARE IS TO BE COMPACTED MECHANICALLY. 22. CONTRACTOR SHALL FURNISH AND INSTALL ANY NECESSARY CLEANOUTS NOT SHOWN ON PLANS. CLEANEST SHALL NOT EXCEED 50' -0" UN CENTERS. 23. CONTRACTOR SHALL VERIFY DIMENSIONS W/ DRAIN DETAILS ACTUAL JOB CONDITIONS, AND ACTUAL CASE ROUGH -IN REQUIREMENTS. 0 24. CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BIDDING, TO FULLY FAMILIARIZE HIMSELF WITH SCOPE OF WORK, WORKING CONDITIONS, AND EXISTING UTILITIES. W 25. ANY CONFLICT NOT ADDRESSED IN THESE DRAWINGS SHOULD BE BROUGHT TO THE ENGINEERS ATTENTION IN A TIMELY MANNER TO LET THE ENGINEER MAKE AN ASSESSMENT OF THE PROBLEM < AND MAKE A DECISION ON THE COURSE OF ACTION TO TAKE. 26. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL TRADES, AND WITH EXISTING CONDITIONS. o_ a 27. CONTRACTOR SHALL COORDINATE ALL WORK WITH WINN -DIXIE AUTHORITIES TO MINIMIZE DISRUPTION T OF NORMAL STORE OPERATIONS. 28. CONTRACTOR SHALL SAW CUT OR CORE DRILL EXISTING SLABS TO INSTALL NEW WORK. PATCH SLAB a TO MATCH EXISTING ONCE PLUMBING IS INSPECTED, AND FIRE SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS TO MAINTAIN FIRE RATING. v 0 r- r, c Q, 0 N If) 0 n_ N r` N 0 N O a co N 0 tn co N 0 i 1 z ca NOTE: LOCATION SHOWN FOR EXISTING PLUMBING FIXTURES, DOD, FLOOR DRAINS, ETC. ARE APPROXIMATE, IT IS CONTRACTOR RESPONSIBILITY TO VERIFY EXIST, LOCATIONS IN FIELD, ADJUST OR RELOCATE IF REQUIRED FOR NEW LAYOUT OR EQUIPMENT, IF EXISTING IS NOT THERE PROVIDE NEW. VERIFY ALL EXISTING CONDITIONS IN FIELD AND INCLUDE IN BID ANY NECESSARY ADJUSTMENTS. INFORM 19' -9" 14' ENGINEER AND ARCHITECT IF ANY MAJOR DISCREPANCIES ARE FOUND.. ...,..,,• ...................... ........ .I N I DCD ST. i .... ...................... D63 � D63 12' -0° D63 8' -D" D63 1 12' -0' D63 � 12' -D" D63 � 12 " -D" D63 1 12' -D" VSV34 X -0'� VSV34 72' -6" M M4A3 1 12' -0" M M4A3 1 12' -0" M M4A3 1 12' -D" M4P.3 8' -0" ta14A3 ' ' -D" �^ 1 EXIST. DCD E XISTING EXIST. DCD * � 1 � 1 EXIST. DCD E X10' - .L...- EXIST. DCD E 0 Q IY EXIST DCD 2 EXISTING MCASE DRAIN TO F EXISTING REFRIGERATED CASES i f REMAIN VERIFY LOTION IN I TO BE REPLACED WITH NEW. I EW 3 "0 • ••••• ••••••••• } (TYPICAL THROUGH THE STORE I I (TYPICAL FOR ENTIRE STORE) i REUSE EXISTING DRAIN EXISTING 3 "0 EXISTING 3 "0 MEAT FREEZE '- IF ACCESSIL�LF. VERIFY 10" TO REMAIN TO REMAIN r _ VERIFY IN FIELD. VERIFY IN FIELD. ( I� o I C NIEW CD D • • ' I o (TYPICAL) (TYPICAL) 2 DGp T FOR MEAT " FREEZER i NEW i:- F DCD R - DCD R - - - - - - - �- - - HA I K NEW 3 °0 F- } ISTING REMAIN 17- -TRAP TO REMAIN -� _ < NEW �- EXISTING 4 "0 NEW 3, " NEW, ; Itz00 GALLONS '7 < 2v CONNECTION EXISTING 4 "0 R. i NEW "0 CONNECTION/ i L- TO REMAIN VERIFY TO REMAIN VERIFY -/ 1 (TYPICAL) �, 19' -6" (TYPICAL) N EXISTING 3' a nNEW N IN FIELD. (TYPICAL) IN FIELD. (TYPICAL) NEW 4 "' w SFD i NEW N - EXISTING 4 "0 TO REMAIN DCD 3 CAMP: NEW 0 i c M �. 3 ; TO REMAIN VERIFY VERIFY IN FI a a N SINK. ° (TYPICAL) ° ' > i E NEW CD i NEW i3`0 IN FIELD. (TYPICAL) o iF v, a O O O O O p - :::;a i:C}:':.e:::.:a:,:::. ii FOR MEAT i i i i N w z� N' w DCP REUSE EXISTING DRAIN ii COOLER IF < M IN FIELD. ACCESSIBLE. VERIFY NEW 1S" VFR 4 it < Qz12' -5' 18 11" 29' -11 EW z N 1' -6" - w CD�w z D ° �w W NEW 3 "0 c�° C �i'• \ i • e a c.� D� FX o m w NEW MOP. woo N wo SERV SINK i i M w w g ° p w MEAT COOLER I `' 3' zw4 oz N m jx(m a NEW 4 "0? NEW : I o7w x pp < ' z < W w N EX ING 4 "0 w DCD it ° TO MAIN VERIFY 4 IN FLD. (TYPICAL) o N,.;,,,., I EXISTING 4 "0 EXISTING e " "- EXISTING AHU TO TO REMAIN �w TO REMAIN a I NEW o �U,� ELOCATED (TYPICAL) z ...... • EX i oz EWD e b EXISTING 3'0 - DCD L XIST AH RECONNECT TO ..........•••.. ...•.• it EXISTING COND. AIN. : �w io N _APPROXIMATE LOCATION OF iE D D EXISTING CASE DRAIN TO 3' -4" it it - "� REMAIN VERIFY TION IN I VERIFY LOCATION: I FIELD it z O ll,QQ O O 0 O a O NEW 3" R o, ? FIELD ADJUST IF REQUIRED. it M� < z < (TYPICAL THROUGH THE STORE) o N ___ APPROXIMATE LOCATION OF i' `° i EXISTING ASE• DRAIN TO • it . ow ¢ - .,�...�.� REMAIN VERIFY LOTION IN NEW W A n EW 3 0 1 FIELD ADJ ST IF REQUIRED. DCD _ - SFD 3 COMP SINK (TYPICAL HROUGH THE STORE); _ ac P -102 w NEW "0 NEW 3.0 n NEW 4 "0 WHENEVER POSSIBLE, UTILIZE EXISTING NEARBY DCD DRAINS, EVEN to I p IF NEW DCD DRAINS ARE SHOWN ON THESE DRAWINGS. IF THAT 12' -10 s' -11° EXISTING PRODUCE li i EXISTING N a M ti ' COOLER TO REMAIN I i EXISTING 4 °0 TO REMAIN IS NOT POSSIBLE, THEN INSTALL NEW DCD DRAINS WHERE SHOWN :REUSED EXISTING } VERIFY IN FI o °' "'z _ - - - AND CONNECT TO NEARBY DCD DRAINS TU MINIMIZE FLUOR CUTTING. --FD :E CONDENSATE DRAIN ii To REMPuN S D i o I_ (TYPICAL) ` �` ?VERIFY LOCATION i t 1 (TYPICAL) / l AVOID AS MUCH AS POSSIBLE TRENCHING FLOOR TO CONNECT DRAINS el LEVEL ; ;+ i i NEW " VF ' ° P D,F. D SINK r t N FIELD. NEW wco i NEW "� ; TO MAIN LINES. NO EXISTING AS -BUILT DRAWINGS WCO wco a it - PPROxIMATE LOCATION of WERE AVAILABLE DURING THE COURSE OF DESIGN, CONTRACTOR WILL -� T °' t N ac - XISTING CASE DRAIN TO °'• 1 EXISTING 'o NEED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. NEW 3 "o NEW 3 vrR• NEW 3" VTR. • • D 0-`REMAI - MAIN VERIFY LOTION IN SELF CONTAINED VERIFY LOCATION it I i i i t ro N FIELD ADJUST IF REQUIRED. FLORAL CASE i ( PICAL THROUGH THE STORE) IN FIELD WITH NEW 3 "0 is i j m D D O i_ O O O O O (TYPICAL)-- O SEAFOOD '+ CASE SPECS. rT -� DC COOLER - NEW CD It oz I ` - N DCD D D LT m - 13' -4" N 3" i - NEW WCO it NEW 3 "0 C1 �C �^ R u SFD a « SEAFOOD �R 1i NEW 3 "0 e N _ NEW N 3 "0 NEW 3 "0 i SINK I e "> a N 3 "0 0 I EXISTING FREEZER 1' -3 "° NEW 4 "0 ° D D NEW 3" VIR i REPLACED W/ NEW i ` ° W HAND SINK REUSED EXISTING P�SF I i CONDENSATE DRAIN T' VERIFY LOCAL VERIFY LOCATION i I • i f WITH CASE SP N DCD NEW DCD C/ NEW I4 "0 w NEW 4 "0 NEW 3 "0 F O NEW 3 "! F C\ o IN FIELD. EXISTING i 3E (TYPICAL} 1 30' -8 VERIFY LOCATION i it t i1 H.C. RESTROOMii WITH CASE SPECS it i 27' -9" 1 ' -2 it TO REMAIN - i I i NEW 3 "0 EXISTING 4 "0 (TYPICAL) D D NEW E 3, It i ,•. °•• °• ' DCD IN FlELD. { ),CAP OFF ALL EXISTING IN REMAIN VERIFY n pp CD i E TYPICAL STEAMER 1' 4 NEW VIR .' ' SFD = i Q O ¢ D 0 0 0 O 0 0 ............. ". "..... TO I REMAIN "0 .�, UB UPS NOT BEING REUSE P :z NEW 3 "0 = ' VERIFY LOCATIONS IN FIELD .................. i.....EW..W�.,,... NEW 4 "f9 „4.,. : i 2. -1,. NEW 4 "0 NEW ... ... .y.. .,, N .,, `.,.i i (TYPICAL) (TYPICAL TROUGH THE STORE) 7-1 ' ISTING 4" CONNECTION I i (TYPICAL) ;NEW 3" VTR C -I IN L VERIFY . i Jj ---II IN L TYPICAL) EXISTING _ 4 "0 i z� z: I 8' -9" 17' -10" F C/0 25'_g" 33' -9" o a i♦'NEW CONNECTION ...'...' Exl .. C E......, i :......I ., ., ,. R `EXISTING C 4 cr 1 (Twa, WAY) R NEW DCD NEW D - - - - - - _ _ EW LAV C/O F i NEW CO NEW DCD R f A/C -I sFD w' NEW 3" VT i i . i NEW R -.e °D ovaad ,0 -s �n6Ws o -,a � in6cs �� E i E ' -, I __ r Lt UNIT J I I .. .. i CAP OFF ALL EXISTING `° NEW ' N S D :°• ......... .....__o F C 0 e. '� SFD I ° i OFF AL EXISTING PLUMBING NOT N SFD;"' , , ' ° NEW CONDENSATE i ! i i STUB UPS NOT BEING REUSED BEING REDS . ,VERIFY IN FlELD (TYPICAL) WATER N i SFD rn e 9 -- 2 LINE ON • oor "' " VERIFY LOCATIONS IN FIELD Al 1..: I.:. I.. I.. 1 LEAVE END OF PIPE 1" FROM NEW A%C UNiTI (TYPICAL TROUGH THE STORE) a z NEW rJ"Ew z z z z z NEW DAIRY HEATER i j OPEN OPEN ABOw „ , ,, ,, LAV. m -f-NEW URINAL ") z z : SINK. 1 z BELOW OVER NEW PHARMACY ° °' °° COOLER REPLACING u ABOVE ARY DRAIN) \ ° ; z EXSITING. I NEW DELI NEW VTR I 1 CEILJNG (SECOND ' F R NEW 3" VTR FREEZER I & WCO (TYP.) l [i NEW o j p NEW 4 "O F /0 EW 4 "0 HAND SINK 3 4 S ~ wco (1WYP.) t i) 3 COMP. INK t; H.5 M M M B M NEW WC• [-EXISTING REFRIGERATED PRODUCE NEW LAV F, � NEW 3" VTR CASES TO BE REPLACED WITH _ N WCO z z z z NEW REUSE EXISTING PLUMBING ' Y' Iz' VERIFY IN FIELD. (TYPICAL). �- NEW DELI I SFD 3' -1 SFD 3' -4 COOLER 40' 7" 3 -7" 2' -1" 25'- 10 -6" `1 sFD z NEW ;NEW WC 4 "m z ..... ....... ..�...•... ... F.1 .......... ...... _ �..,��.�..�.��•....�. ..,..•. •••.,.•.�.�.����..�.�...•.�..•. ,'. H •��•...•..�.����.•.���......... .................. m I 2 2 - T - - T - _ T - ^ 1 i W VTR & WC 4 NEW13" VTR & WC0 - r - - + - - - - NE...,..3 NE1+( 'EXI SING NEW DCD - i F C O L ........................................................................................................................................................................................................ ............................... - - - - - - - _ . .,............................. F -i + + �� EXISTING 4" SANTARY PIPE - . ° . ............................... I............i EXISTINQG CO. ------ L_ - - - - - �- - - J C]- CD LO M (N N EXISTING GREASE TRAPTO REMAIN !; ;, o ................................ ...::......................... • ..... .,...........,............... .:.'� I 111.111 1 >, J1 1200 GALLONS I CONNECT NEW 4" SANTARY J PIPE TO EXISTING 4 SANITARY PIPE i :...., e ......................................... .................................. ...1 XISTING 4" SANITARY PIPE , i I- X .L...- ......... ....................................................................... .............................. ........ 0 Q IY U 2 �EXISPNG 4" SANITARY PIPE co z r7 In o 0 = I_I O �J 9 y O LEGEND ABBREVIATION SYMBOL DESCRIPTION STUB UP NOTE 1. ALL NEW UTILITIES (DRAINS, WATER, ETC.) FOR NEW EQUIPMENT MUST BE VERIFIED GW GREASE WASTE WITH EQUIPT. SPECS AND OR TEMPLATES PRIOR TO COMMENCING ANY WORK. ADJUST SAN SANITARY IF REQUIRED. INFORM ARCH /ENG. OF DISCREPANCIES AND INCLUDE IN BID. 2. IF EXISTING UTILIIES BEING CALLED TO BE REUSED OR RELOCATED. CAN NOT BE REUSED STORM PRIMARY DRAINAGE PIPING CONTRACTOR TO PROVIDE NEW AS REQUIRED. OVERFLOW SECONDARY DRAINAGE PIPING 3. CONTRACTOR MUST CONTACT EQUIPMENT REP OF REFRIG, CASES AND EQUIPMENT AND OBTAIN SPECS AND SHOP DRAWINGS OF THE ACTUAL EQUIPMENT BEING DELIVERED TO BE USED EXISTING 0 EXISTING FLOOR DRAIN TO REMAIN IN THE STORE AND COORDINATE LOCATION OF EQUIPMENT WITH ARCHITECT. ARCHITECT WILL PROVIDE TAKE OFF POINTS FOR CONTRACTOR TO LOCATE EQUIPMENT AND COORDINATE FINAL AND EXACT LOCATION OF UTILITIES (ELECTRICAL, PLUMBING REFRIG. ETC.). SFD ® NEW FLOOR DRAIN (TYP.) PLEASE CONTACT ARCHITECT AND ENGINEER WITH AND PROVIDE A WEEK NOTICE FOR MEETING. EXISTING TO BE REMOVED "- ** -►- CONTRACTOR TO MANIFOLD TWO CASE DRAINS PER ONE FLOOR DRAIN. ( GREASE INTERCEPTOR SIZING: GREASE INTERCEPTOR SIZING: i DC CMG R CR!` �nn1 -1 nn� �. 1 nn� 1 A.c ncn Too nnoa � oo-7.a A a SYSTEM W1 SYSTEM 2 2) 3 COMP. SINK = 2x22,5 GPM = 45 GPM 55) DCD @ 3 FU=- 55x3x7 GPM= 1155 GPM 1 3 COMP SINK= 1x22.5 GPM =22.5 GPM 1) 1 HAND SINK 1x4.2 GPM = 4.2 GPM 3 HAND SINK = 3x4.2 GPM = 12.6 GPM A 1204.2 GPM 1 MOP SINK = 1x9.4 GPM = 9.4 GPM 50% EQUIPMENT LOAD 5 FD (3FU) EACH = 5x3x7 = 10.5 GPM 2 REQUIRED 1204.2x0.5 = 602.1 GALLONS 8 DCD @ 3FU = 8x3x7 = 168 GPM L ���� PROVIDE 1200 GALLON GREASE INTERCEPTOR. 17.5 GP EQUIPMENT LOAD EXISTING 1200 GALLON GREASE INTERCEPTOR TO BE REUSED. REQUIRED REQUIRED 317.5 GPMx0.5 = 158.75 GALLONS �--� PROVIDE 1200 GALLON GREASE INTERCEPTOR EXISTING 1200 GALLON GREASE INTERCEPTOR TO BE REUSED. PLANS WERE PREPARED FROM EXISTING DRAWINGS BY F. EARL LEGGET ARCHITECT -- TAMPA (UNDATED) GLASSER ASSOC. ARCH. DATED 6/30/72 IT IS CONTRACTOR RESPONSABILITY TO VERIFY AND COORDINATE ALL EXISTING CONDITIONS IN FIELD AND ADJUST OR PROVIDE' NEW AS REQUIRED. 1 �_ 1� N �1 W v L � C0 O (0 I- ro O W O wo W O (.,O �� n H Q 00 � " � � Lo p W Y Lo � � z � O O _ �- U 0� � I\Q Lo S EAt r ® y u.. �r x REVISIONS: WINN DIXIE - COMMENTS RED LINES /CLARIFICATIONS) d -2 - L �z ) ZBUILDING DEPT COMMENTS SEPT. 2002 (GREASE TRAP CALCS.) J COMMENTS FROM CITY FIRE DEPT. NOV. 19; 02 4 NEW HANDICAP BATHROOMS / \ ,IANI IAPY ?M3 Y cn c E�z Ui 0 0 ♦♦AA t0 OD A� Z (n O o LEI r W 0) V 0J Ld O ~ O O 0 ® o _ 00 N C]- CD LO M (N N I= ry �o o � � U x W w w' 1,° I� w 0 I- X J z ci7 LL M c� z I� _ w z Z E 0 Q IY U 2 co z r7 In o 0 = I_I O �J 9 REVISIONS: WINN DIXIE - COMMENTS RED LINES /CLARIFICATIONS) d -2 - L �z ) ZBUILDING DEPT COMMENTS SEPT. 2002 (GREASE TRAP CALCS.) J COMMENTS FROM CITY FIRE DEPT. NOV. 19; 02 4 NEW HANDICAP BATHROOMS / \ ,IANI IAPY ?M3 Y cn c E�z Ui 0 0 ♦♦AA t0 OD A� Z (n O o LEI r W 0) V 0J Ld O ~ O O 0 ® o DRAWING TITLE PLUMBING LAN DATE: JUNE 17, 2002 DRAWN BY: CHECKED BY: DIVISION MIAMI LOCATION NO. 285 W.D. GUIDE PLAN 0704 .DRAWING N0. P -102 OF ____ SHEET N0. OF w I= O W I- X 0 Q IY U 2 z Z o 0 = w O DRAWING TITLE PLUMBING LAN DATE: JUNE 17, 2002 DRAWN BY: CHECKED BY: DIVISION MIAMI LOCATION NO. 285 W.D. GUIDE PLAN 0704 .DRAWING N0. P -102 OF ____ SHEET N0. OF