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07-1196-071i Ii `" `^ .+ 1. w Y 4 • S PLAN NOTES ` ` ` • • . i • a. I W U • • „ • • •' ` i s " • ' • i • • • • • 'i ❑1 2" WASTE DN WITH 11/2" VENT UP FOR WALL MOUNTED HAND SINK -ITEM 149. • • • • • • • .. I 2 • • • • w • Y w s 4 "(70) 4 "(71) 2" WASTE DN WITH 11/2" VENT UP FOR BEVERAGE COUNTER W/ DUMP SINK - ITEM #80. • • • ` ° • i • ' 2" WASTE DN WITH 2` ISLAND VENT DN TO BELOW FLOOR FOR UNDERDAR HAND SINK - FEW 4107. too.: • • a �4 3" WASTE DN WITH 2" VENT UP FOR MAT WASH /MOP WIN - ITEM #15. •` ore• Y ••••• u •a ••e• v - ... _ .............. _.,. ,..... ..._..._.._...- .,___..�_._...._......_..__.._— — _.— ..._..... -------- _ —_ - • fowco, lT OF 2) 10 97 2 27A 4 1 4VTR 1 49 5 49 1 5 2 VENT DN TO BELOW FLOOR WITH WCO ON DROP - INSTALL WCO • +6 A F.F. (MIN). n 3" VENT DN TO BELOW FLOOR WITH WCO ON DROP - INSTALL WCO 0 +6* A.F.F. (MIN). w 3"V(sa) 3V(76), 4V(12D), 4"VO 2 1B 2"V(14) 2"V 12 2 (B)� 2"V 6) �(� 7 TITICAL THROUGHOUT ALL KITCHEN AND DAR AREAS. » L - - wCD a NEW WATER HEATER. wco IF-- � ` 1 "�`' 4 I� il! - „ ZVBF -� ROUTE T.P.R.V. FROM WATER NEATER TO FLOOR SINK WITH A LEGAL AIR GAP. RA SUSHI CORPORATION FS � i I� PIW� 2 '(2j' ; ' 3" '(2 SCOTTSDAL, AZ -.. O- �- W W RINAL QR ABOVE THE CEILING. 3 „ „ _ c o 10 DO NOT INSTALL WCO FOR URNIAL ABOVE URINAL INSTALL CO BELO U 11/2"V(5) 4 (5) 11/2V(6) �4 (1:) L. �..� �.�.. L II - L I IE - FCO =( -)2 " u 2"V(16) 4 "(71) T4 "(63) I 4 "(19) 4 "(16)T 4 "(14) 4 "(12) " I 4"(a) =4 "(4) 11 NEW 4" VENT UP THRU ROOF - VENT SHALL RISE UP THRU ALL PARKING LEVELS TIGHT AGAINST STRUCTURAL I 2'(4) COLOMUN - VENT SHALL TERMINATE 10'-0- MIN FROM ANY OUTISDE AIR INTAKES & 1'-0' MIN FROM ANY u 2 4 »(u) 14 �- 3V(4i) ' �- 3"V(44) O 2"VDF I -- VERTICAL SURFACES. ( ) ( K FIC T - 2 -43 i = fC« - J __- _ _ _____ I 12 POC OF NEW 4" WASTE INTO EXISTING 4" SEWER BELOW GRADE - REQUIRED INVERT AT POC = ( -)26" (MIN) I (4 4" 34 �- 2-(4 I CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, AND CONDITION OF EXITING 4" SEWER PRIOR TO * � r i THE START OF ANY NEW WORK AND SHALL IMMEDUTLEY NOTIFY THE ARCHITECT OF ANY DISCREPACNIES. - 4' 13 { *7 T - - rt FS POC OF NEW 4" WASTE INTO EXISTING 4" SEWER BELOW GRADE - REQUIRED INVERT AT POC N ( -)3a" (MIN) mar J. a� __... CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, AND CONDITION OF EXITING 4 SEWER PRIOR TO 91 to 93 E- 3V(3B) FS 7 3 THE START OF ANY NEW WORK AND SHALL IMMEDIATLEY NOTIFY THE ARCHITECT OF ANY DISCREPACNIES, A D 82 POC OF NEW 4" GREASE WASTE INTO EXISTING 4" GREASE WASTE BELOW GRADE - REQUIRED INVERT AT POC = I aG I I FD ( -)40" (MIN) - CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, EPTH. 7 5 D AND CONDITION OF EXITING 4 49 1 62 61 1 1 49 GREASE WASTE PRIOR TO THE START OF ANY NEW WORK AND SHALL IMMEDIATLEY NOTIFY THE ARGHffECT OF ANY V(46) I 1 DISCREPACNIES. " " moom000 i 4'(10)- i� 4 "(3a)...:' -� 3 "(2) y �.. W6>` 3 "(2) INV ( -)18" 8 QJ i "I FD A !� - » 2 �� " l -r„v() (32) 3V(3o) (4) ❑ i F -- I - - - - -- �--- .�.. lam— l .._ a 441 3 40) •a.w CW &v - • cwxV L—• — ^1 C — ■ 1 2 - 2 2 O 6 2 (2) 14-(34) - �. 4 (34 „ z " 4) 4 (20)— ('14) 3" .�� " VI 4 (4) 4 (12) I ; 2 a0 2*V(4 IN LO-_ _ (2) ��1d _ - - -- J Z. FS FS 11/2V(1) "(1) 2V(fi) 3"V(34) W. �� 4 � �-- 3V(22) 3 »(4) � 1 i6 66 1 1,� (4) � L WC W - � WC v (TYP OF 2) 4-22) Q I � 77 72 '� . 72 %77 — I 00 0 0 0 0 0 0 0 0 I 0000 � _00 ._ -- _ -_- � I- 3"V(22 0 0 - -� O I L O ° „ ( ° _ 0 0 _ - - - -_� ° 0 o j 10� 3 114 106 1 1_ I 00 I- 5 r2 I F � 2VDF JJi � �� t-3-V(62) C o0 � ) O O _ 3V(22) 3 "(4) '2 O O � -O ' O F 3"VDF ._. 00 .. 4„ ' 3 2 cwv J cwv "(2z) a 4"(22) 4 %19) I �� 3 "(2) 102 105 106 1 ' 105 102 � I � 3 »(4) - 109 A77 IW- ( -)72" -� - r ■ REVISIONS • ❑ 00. 15-07 15t LANDLORD SUBMITTAL 0 Fs i .___ O O O 0 ❑ 08.21.07 1 L� °o 0 o 0 0° 15t CITY SUBMITTAL 0o 0 0 0 0 00 0 0 o I�I ❑ 02.07.08 0 0 0 0 0 0° 000 0 0 1 _ 2nd CITY SUBMITTAL 00 ❑ DATE _ 0 f - - -- 0 ° o...__.o.. oTo 0 0o 0 0 � n °o 000 I GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS k EXACT SIZE, DEPTH, LOCATION, & CONDITION OF ALL EXISTING UTILITIES PRIOR TO THE START OF ANY NEW WORK - CONTRACTORS BID SHALL REFLECT 5829 SW 73RD 5T ALL EXISTING SITE CONDITIONS. SOUTH MIAMI, FL 2. CONTRACTOR SHALL RE -USE ALL EXISTING UTILITIES AS MUCH AS POSSIBLE. 3. SLOPE ALL NEW SEWER PIPING 1/4" PER FOOT (2X). i 4. ALL NEW FLOOR SINKS SHALL BE INSTALLED WITH SEDIMENT BUCKETS. 5. ALL NEW INDIRECT WASTE PIPING SHALL SPILL TO OPEN PORTION OF FLOOR SINK GRATE. 6. ALL DRAIN, WASTE, AND VENT PIPING SHALL BE TESTED PRIOR j FIWNGTTHENENTIRE SYSTEM WITH WATER. WHEN DONE WEATHER CRO ENGINEERING SH PRECLUDE G WRY EM GROUP , I N C . HALL BE PUT UNDER AIR PRESSURE AT LBS FORA -- NORTH PERIOD OF FIFTEEN (15) MINUTES. / 18652 Florida Street, Suite 150 WASTE & VENT 7. ALL VENTS THRU ROOF SHALL TERMINATE it ABOVE & 1' -0" Huntington Beach, CA 92648 P13M PLAN SCALE FROM PARAPET WALL is 10' -O" FROM ANY OUTSIDE AIR P �714�847-7100 INTAKE. F 714841 -6000 WASTE & VENT PIPING PLAN 1/4" 1 _o •