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10-938-032n 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 Uw*Q •00 • • 0000• 000 Qeo i u u• Y u 006uv • 0 u 0 Y b u u i ••• YYe� • 0 r 0000 • • • PROJECT N°: 10 - 2330 i• •• . • • Y v •. �. . r i • u • Y . . r� .:v • • 0 ••3 • 0000• iii! u0 � • • u t Lu R y Y. W O co (D <,...�iy �,^ Lij M 0 Ld O ..� �ly ~. LL H iii c1 k F 00 r" d CO w�H y ST FLOOR cz 0 w o w NN TO REMAIN N ►n to {UO kn OO" O N ©Z N Zv)w s00 50 .� r-� NOz O W INw GQ %4 U E-I 44 O z ry JQ X cn Ow 07 cr 7) m� �0 O F� G �3 �i W cn wr T FLOOR W as N TO REMAIN a JZ �I w O W 10 DOSED w3 7R DRAIN c:d �— cn w �O <o "4 °Jw F <wm coS o O L <o� Q'--i z <° �Zw tn�?w O U n, p w IT, a'� d m - in ff -F--+ ,. Ld -z O „. _= w awf- N O y.. PR LL D 09/07/10 wo L1 ui O „ C cf) CONTRACT DATE: XX.XX.XX (.c) I BUILDING TYPE: K38 N OO PLAN VERSION: Jan 08 ( SITE NUMBER: XXX -XXX J TORE NUMBER: K478006 0 0 KFC L1 5826 SW 40 STREET' SOUTH MIAMI, FLORIDA R 0 K38 REMODEL, ;' PLUMBING PLAN x A f. wScale:1 /4" - V-0",± w 4 3 2 ,,�� :✓ f PLUMBING PLAN 1/4 V -0 ,,A PLOT DATE: 08-02 -10 i 4 5 2010 ffr' PROVIDE FLOOR SINK, IN LIEU OF HUB DRAIN, IF REQUIRED BY LOCAL CODE. 11 RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FS BENEATH D/T DRINK MACHINE.. PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. 12 UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON FOR THE FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS -2. PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE, 13 1 -1/2" CONDENSATE DRAIN PIPE DOWN TO MOP SINK/HUB DRAIN. PROVIDE AIR GAP AS REQUIRED BY CODE. IF REQUIRED RUN CONDENSATE PIPING TO EXTERIOR PROVIDE 3/4" PVC OR COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO DRYWELL, RETENTION AREA OR STORM SEWER AS DIRECTED BY THE AUTHORITY RUN INSIDE WALL AND OUTFALL AT FLOOR SINK/HUB DRAIN (HEAT ROPE IS SUPPLIED HAVING JURISDICTION. WITH FREEZER CONDENSATE). EXPOSED PORTION OF CONDENSATE SHALL BE 1 A WATER 1 [EATER !�(1 \IIIC \li [♦;E JLL VLTA4_ 4 /OV. V. COPPER O PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN ABOVE 15 CUT CONC, SLAB TO INSTALL NEW FLOOR DRAIN IN PROPOSED WALK IN COOLER CEILING TO MOP SINK. PIPING SHALL SLOPE 1/4" PER FOOT AND SHALL BE INSULATED CONNECT NEW 2" DRAINAGE LINE TO EXISTING DRAIN LINE TO COMPLY W/ FBC WITH 1" CLOSED CELLULAR INSULATION. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR PLUMB. 802.1.2 PIPE SIZES. 16 BATHROOM LAVATORIES TO HAVE AUTO FAUCETS AND TOILET TO BE TANK LESS ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND HANDLE. OUTLET OF INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FLOW CONTROL FITTING WITH VENT. ® 4" VENT UP THROUGH ROOF, COORDINATE W/ STRUCTURAL, PIPE 3- COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE 10 1 -1/2" CONDENSATE DRAIN DOWN FROM RTU. SEE DETAIL 13 ON DRAWING P6.0 Uw*Q •00 • • 0000• 000 Qeo i u u• Y u 006uv • 0 u 0 Y b u u i ••• YYe� • 0 r 0000 • • • PROJECT N°: 10 - 2330 i• •• . • • Y v •. �. . r i • u • Y . . r� .:v • • 0 ••3 • 0000• iii! u0 � • • u t Lu R y Y. W O co (D <,...�iy �,^ Lij M 0 Ld O ..� �ly ~. LL H iii c1 k F 00 r" d CO w�H y ST FLOOR cz 0 w o w NN TO REMAIN N ►n to {UO kn OO" O N ©Z N Zv)w s00 50 .� r-� NOz O W INw GQ %4 U E-I 44 O z ry JQ X cn Ow 07 cr 7) m� �0 O F� G �3 �i W cn wr T FLOOR W as N TO REMAIN a JZ �I w O W 10 DOSED w3 7R DRAIN c:d �— cn w �O <o "4 °Jw F <wm coS o O L <o� Q'--i z <° �Zw tn�?w O U n, p w IT, a'� d m - in ff -F--+ ,. Ld -z O „. _= w awf- N O y.. PR LL D 09/07/10 wo L1 ui O „ C cf) CONTRACT DATE: XX.XX.XX (.c) I BUILDING TYPE: K38 N OO PLAN VERSION: Jan 08 ( SITE NUMBER: XXX -XXX J TORE NUMBER: K478006 0 0 KFC L1 5826 SW 40 STREET' SOUTH MIAMI, FLORIDA R 0 K38 REMODEL, ;' PLUMBING PLAN x A f. wScale:1 /4" - V-0",± w 4 3 2 ,,�� :✓ f PLUMBING PLAN 1/4 V -0 ,,A PLOT DATE: 08-02 -10 i 4 5 2010 ffr'