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3601 S Orlando Dr - BC08-001628 (KENTUCKY FRIED CHICKEN) (NEW COMMERCIAL) (A) SITE UTILITY PLANPERMIT ADDRESS 10 Lkamato CONTRACTOR V ADDRESS PHONE NUMBER PROPERTY OWNER - 4< ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT .. �'� DATE (0 110 to 1 PERMIT' DESCRIPTION f\e-4.3 �!1'! r1�`1► PERMIT VALUATION C.o Q 9 SQUAREFOOTAGE- 3004b lal fl 6"0 PVC TO CATCH BASIN A. NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN FOR LOCATIONS. B. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES. C. STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4" PER HOUR. ADJUST ROOF DRAIN (RD -1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL REQUIREMENTS AND BY THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DRIVE-THRU ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. D, INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR EXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKET THAT CAN BE PAINTED. E. 4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL. SEE ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT LOCATION OF DRAIN OUTLET. F. COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES PRIOR TO INSTALLATION. WASTE &VENT PLAN NOTES C 6" SAN. FOR CONTINUATION SEE CIVIL DRAWINGS NEW SEWER SAMPLING BOX I ❑ PROVIDE FLOOR SINK, IN LIEU OF HUB DRAIN, IF REQUIRED BY LOCAL CODE. Q PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE, WASTE & VENT PLAN 1/4"=1'-0" (ajD RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL ORG. TO OUTFALL AT FS BENEATH Det DRINK MACHINE.. 12 UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON FOR THE FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS -2. ❑3 PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. 13 NOT USED ❑4 PROVIDE 3/4" PVC OR COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO RUN INSIDE WALL AND OUTFALL AT MOP SINK/HUB DRAIN (HEAT ROPE IS SUPPLIED 14 WATER HEATER CONDENSATE. SEE DETAIL 2/P6.0. WITH FREEZER CONDENSATE). EXPOSED PORTION OF CONDENSATE SHALL BE COPPER. 15 4" ROOF LEADER DOWN FROM ROOF DRAIN. INSULATE ALL HORIZONTAL ❑ 5 PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN ABOVE RUNS OF STORM DRAINAGE PIPING. CEILING TO MOP SINK, PIPING SHALL SLOPE 1/4" PER FOOT AND SHALL BE INSULATED WITH 1" CLOSED CELLULAR INSULATION. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR 16 4" STORM DRAIN PIPE DOWN IN WALL PIPE SIZES. Q ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTLET OF INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, O NOT USED CD 4" VENT UP THROUGH ROOF, COORDINATE W/ STRUCTURAL. PIPE 3 -COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE. 10 NOT USED KEY NOTES 0� Kt= GROUP INCORPORATED engineering. architecture @planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558-4124 FAX: (305) 826-0619 EB##0004432 (D SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 6-18-08 CITY -UTILITY DEPT. 0 0 0 0 CONTRACT DATE: Kms/ J�� BUILDING TYPE: K -y07 f� 2007-D SITE NUMBER: 297909 STORE NUMBER: W750279 DRAWING DATE: 3-11-2008 J I ❑ PROVIDE FLOOR SINK, IN LIEU OF HUB DRAIN, IF REQUIRED BY LOCAL CODE. Q PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE, WASTE & VENT PLAN 1/4"=1'-0" (ajD RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL ORG. TO OUTFALL AT FS BENEATH Det DRINK MACHINE.. 12 UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON FOR THE FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS -2. ❑3 PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. 13 NOT USED ❑4 PROVIDE 3/4" PVC OR COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO RUN INSIDE WALL AND OUTFALL AT MOP SINK/HUB DRAIN (HEAT ROPE IS SUPPLIED 14 WATER HEATER CONDENSATE. SEE DETAIL 2/P6.0. WITH FREEZER CONDENSATE). EXPOSED PORTION OF CONDENSATE SHALL BE COPPER. 15 4" ROOF LEADER DOWN FROM ROOF DRAIN. INSULATE ALL HORIZONTAL ❑ 5 PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN ABOVE RUNS OF STORM DRAINAGE PIPING. CEILING TO MOP SINK, PIPING SHALL SLOPE 1/4" PER FOOT AND SHALL BE INSULATED WITH 1" CLOSED CELLULAR INSULATION. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR 16 4" STORM DRAIN PIPE DOWN IN WALL PIPE SIZES. Q ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTLET OF INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, O NOT USED CD 4" VENT UP THROUGH ROOF, COORDINATE W/ STRUCTURAL. PIPE 3 -COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE. 10 NOT USED KEY NOTES 0� Kt= GROUP INCORPORATED engineering. architecture @planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558-4124 FAX: (305) 826-0619 EB##0004432 (D SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 6-18-08 CITY -UTILITY DEPT. 0 0 0 0 CONTRACT DATE: 10-28-2007 BUILDING TYPE: K -y07 PLAN VERSION: 2007-D SITE NUMBER: 297909 STORE NUMBER: W750279 DRAWING DATE: 3-11-2008 KFC 3601 S ORLANDO DRIVE SANFORD , FLORIDA K -y0 7 I Me PLOT DATE: 2008 1/2" CW----' 1/2" TW S 4 3 1-1/4" DOMESTIC WATER SERVICE. FOR CONTINUATION, SEE CIVIL DRAWINGS. 1/2" CW 1/2" HW WATER ISOMETRIC N.T.S. 4" VTRJ I (� 4" V 1-1/2"V -� l 4" V S 1 FS 1 2" SS -� 1-1/2"V 9O ED (2 U) CO 1 6" GW (5 FU) FCO 1 FD 1 3" GW (2 FU) � e Col 1 4" SS ' (2 -WAY) FD 1 1 (17 FU) e 3" GW J \��-3`GW ( --• l (2 FU) \ (2 FU) 3„ GW e I HD 1 (2 FU) �� ECO 1 �I 2" V 6" GW \ 3" GW e (2 -WAY) (9 FU) �-�— (2 FU� 4" SS �' 6" GW (17 FU) FD 1 /)"oo' / (4 FU) \ (11 FU) 3" GW 2 SS I 2" V FD 1 (2 FU) (2 FU) e 4" VTR J I I, I / (1 FU) 3" SS 2" V 1 1/2" CONDENSATE WC 1 (8 FU) 1-1/2"V Imo? x/ 21/2" V / 3OGFV DRAIN DOWN TO MOP 3" SS i 1 6.. GW \ \ •� / II ( ) SINK (4 FU) 2 1/2 V, (17 FU i 6 GW / 4 V� J 1-1/2V 2.. SS CO 1 \ i 3" GW (18 FU) 1-1/2"V 2 V (6 FU) C 1 ��� 2 (V FU) 21/2"V�,' /I � 611 GWY ��`� I FD 1 12 i 1-,i I 2 V� (2 FU) (30 FU) I 211 V l ' 4 SS FD 1 FD 1 l 4" U (9 FU) 2 V FS 1 6.. GW j l (2 FU) I l L 1 l I 3" SS( ) (4 FU � / (6 FU) S 1 r 3 GW 2" SS (2 U) (5 FU) I 21' V /3 GW FS 1 (4 FU) 4" V � CO 1 CO 1 l / (2 FU) 12 �g (1 FU) FS 1 gS 2 l e (2 FU) FD 1 HD 1 3" GW (2 FU) CO 1 6" SANITARY TO SEWER. FOR CONTINUATION SEE CIVIL DRAWINGS.— F2 * S-512 * S-512 Fy P-001 S-532 S-532 * \ 1/2" FF2 \ 1/211 10 Q 8 'NO JOINTS UNDER P-- 7-2 _1> FLOOR P-721 BUNN HOT WATER DISPENSERS -I- v _ WATER 1 ENTIRE RUN OF DRAIN LINES ON INLET TO GREASE TRAP SHALL BE SCHEDULE 40 PVC OR NO HUB CAST IRON AS REQUIRED BY CODE. 1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK/ LAVATORY 0 1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK. ® THERMOSTATIC MIXING VALVE. REDUCED PRESSURE BACKFLOW PREVENTER PER LOCAL UTILITY REQ'S. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER. VERIFY LOCATIONS WITH CIVIL DWGS. © EMERGENCY GAS SHUT-OFF VALVE SHALL BE A MECHANICALLY OPERATED VALVE ACTIVATED BY THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM IN ACCORDANCE WITH IBC AND NFPA. (:D FACTORY GAS PIPING AT ROOF TOP UNIT FOR THROUGH THE BASE PIPE CONNECTION. SHUT-OFF VALVE SHALL BE LOCATED OUTSIDE OF THE UNIT. ® 1/2" FILTERED WATER UP THROUGH FLOOR CAP PIPE 1" A.F.F, FOR CONNECTION TO HEATED DISPLAY UNIT. 0 1/2" FILTERED WATER TO HOT WATER DISPENSERS P-721. STUB OUT 1/4" LINE W/ BALL VALVES. REFER TO INTERIOR ELEVATIONS. 10 GAS SHUT-OFF VALVE IN CEILING SPACE BY G,C. `-6" SS (47 FU) NEW SEWER SAMPLING BOX 6" SS (30 FU) WASTE AND VENT ISOMETRIC N.T.S. FILTERED EQUIPMENT AND LINES: S-592 - WATER FILTER FILTERED LINE (COLD WATER) S-512 - ICE MAKER - ABOVE SELF -SERVE BEVERAGE DISPENSER * S-512 - ICE MAKER - ABOVE DRIVE-THRU BEVERAGE DISPENSER * S-532 - DRIVE-THRU BEVERAGE DISPENSER * S-532 - SELF -SERVE BEVERAGE DISPENSER * FILTERED LINE (COLD WATER/HARD PIPING) P-001 - HEATED DISPLAY UNIT P-721 - BUNN HOT WATER DISPENSER P-721 - BUNN HOT WATER DISPENSER * FILTERED WATER SUPPLIED VIA SYRUP BUNDLE. SEE SCOPE OF WORK FOR RESPONSIBILITIES. FILTERED WATER ISOMETRIC N.T.S. 11 PIPE T&P RELIEF VALVE TO OUTSIDE OF BUILDING OR TO HUB DRAIN. RUN FULL SIZE PIPE FROM VALVE WITH TYPE "K" COPPER TUBING. 12 PROVIDE TRAP PRIMERS AS REQUIRED PER CODE. KEYNOTES GROUP. INCORPORATED engineering *architecture . planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: L305) 558-4124 FAX: (305) 826-0619 EB#0004432 SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 02 6-18-08 CITY -UTILITY DEPT. 0 0 0 0 CONTRACT DATE: 10-28-2007 BUILDING TYPE: K -y07 PLAN VERSION: 2007-D SITE NUMBER: 297909 STORE NUMBER: W750279 DRAWING DATE:: 3-11-2008 KFC 3601 S ORLANDO DRIVE SANFORD , FLORIDA K -y0 7 k 91 PLOT DATE: 2008 2 WAY C.O. TEE 2 WAY C.O. 6 SINGLE ONE MANHOLE PER COMPARTMENT — MANHOLE COVER & FRAME In INLET DESCRIPTION 0 4-16-08 CITY 2 1/2- MIN. CITY -UTILITY DEPT. 0 cY 4 6» D 04 `0 O I -tz I I � � I L------ r---- ---- J 2/3 LENGTH 1/3 LENGTH BAFFLE REQUIRED TOPS OF INLET AND OUTLET TEES SECTION ARE LEFT OPEN FOR VENTING TEES SHALL BE TWO-WAY CLEANOUT TYPE ALL MAN HOLES AND CLEAN OUTS MUST BE BROUGHT TO GRADE /'_�' OIL &GREASE INTERCEPTOR DETAIL Q (PER CITY OF SANFORD UTILITY DEPARTMENT) 2 WAY C.O. TEE 2 WAY C.O. NO SMALLER THAN INLET PIPE MIN. 4" GRADE OUTLET TO SEWER BITUMINOUS EPDXY COATING ON INTERIOR SURFACE TANK MUST BE RATED TO WITHSTAND VEHICULAR TRAFFIC COMMERCIAL ESTABLISHMENT SEPARATOR OR INTERCEPTOR PLAN VIEW NOTE: DEPTH WILL VAY ACCORDING TO THE DEPTH OF THE SEWER SERVICE. SEMINOLE CENTRE PLAT BOOK 62, PAGES 39-40 SEWER SAMPLING BOX Eo MANHOLE COVER LABEL AS "SAMPLING BOX" .c° .Q L 24' a .a °d 6" RUBBER BOOT TYPE 00 ° 36' 48' SECTION VIEW 0 SEWER SAMPLING BOX CENTERLINE 15' WATERLINE kran CITY OF SANFORD RIGHT OF WAY VARIES EASEMENT, ORB 1795, PG.1429 UTILITY DEPARTMENT) AMERICANA .w BOULEVARD y; . ... ASPHALT PAVEMENT o_ ER o CONCRETE CURBING A CRETE.,..WALK.•... 2 v FOC �' �� / v __ FOC FOC OH ` ` F0 � o FOC W 0`P/ob6F+ —•jy OHyy OHWw— Wmwvv �� --_._— _• 'ltill � �i / vG \ iI EXISTS` IRR. METER - _ - _ EXIST. SAN MH / o� TO REMAIN _ = Q / /��o. s ❑ ZQ ov 1 / i TO CO s£R�/C FOR -- O ©/ _ - EX Iq 'NO CC ooyepz 00 co� "v h9ry / O o2,Q 6 Nc � ISTINGi ' � C ¢ / / '�,► SEMINOLE CENTRE '� / _ .L" 2 / PLAT BOOK 62, PAGES 39-40 l / l / MFR •� � ;•�• LOT 2 Q� ISFIOR OR Ery 0 ; . �v� '� Q'o / c, /�v r � Q. o� `� °�` �. / l �' `Q ,6FNT DRAIN�w h R8 2 8g P Qv o 138' pC '809 ��G,�`� // Q �� /� VV 9 • Q� 0 / / - _ • • .. • • ,.: 2 O / ooh / /,� 4 Qz�- CIS ' 11 Asp�A�e Fxl' ` 11 • , h�£r R 0 / w� / �N 4j4 'V / C CIN' ST WIr` • \�• `�4 Q/ v /•• OORDE- /NA G!7 Tp-HNew \� Wj _ `'; ,.'.• . T4s £N R TO � J-347-0 / / ® EXIST. 6" SAN 7�•�3,O�h r. £� cNsFcRM SEWER LATERAL W �``�� T. POINT OF o _ gfOR'.• a a / / CONNECTION AT EXIST. FIRE 199. EXIST. LATERAL os' / HYDRANT TO / AS'°Nq�T Co,CRE•/£ REMAIN / R� 20.00s / ! / / TRASH ENCLOSURE SLAB TO BE 6" MIN ABOVE /"`•• / SURROUNDING GRADES - NOT PLATTED / ,O e � GRAPHIC SCALE / SITE UTILITY PLAN 20 10 2D 4D / 1 "=20'-0» ( IN FEET ) 1 inch = 20 ft. NOTES: 1. ALL HYDRANTS TO FALL WITHIN 2 FEET OF CURB, STEAMER CONNECTION TO FACE ROADWAY. 2. LANDSCAPING SHA L NOT OBSCURE FIRE HYDRANT NOR SPRINKLER / STANDPIPE WYES. 3. BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM ROADWAY. 4. ALL CLEAN-OUTIN RIVEWAYS TO HAVE TRAFFIC BEARING CAPS USG 7605 VALVE BOX). 5. ON-SITE SANITARY SEWER TO BE PRIVATELY MAINTAINED. 6. CONTRACTOR TO VERIFY INVERTS AND EXACT LOCATION OF UTILITIES PRIOR TO COMMENCING WITH WORK. 7.. MINIMUM SLOPE OF SANITARY WASTE = 1%. 8. CONTRACTOR TO PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION OF SEWER LINE AND AT INTERVALS NOT TO EXCEED 70FT. 9. NO SOLVENT WELD SHALL BE USED. INCORPORATED engineering. architecture .planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558-4124 FAX: (305) 826-0619 EB#0004432 SEAL EDUARDO L. CARCACHE CIVIL ENGINEER -PE 31914 JACK D. RAUDENBUSH ARCHITECT -AR 2808 NO. DATE DESCRIPTION 0 4-16-08 CITY Q 6-18-08 CITY -UTILITY DEPT. 0 n� L� D O O CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: DRAWING DATE: 10-18-2007 K -y07 2007-D 297909 W750279 3-11-2008 KFC 3601 S ORLANDO DRIVE SANFORD, FLORIDA SITE UTILITY PLAN AWNS PLOT DATE: 2008