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12-86 70F7-078- M L r Im IJ I I IV is 1 2 3 Ll 10 11 12 13 14 15 16 17 18 , / S�MON I 71 3 .6 0 a - I3 - I - / - - - PROPERTY 9.7 rio it M GROUP . NATIONAL CITY CENTEF LOW L.5 L.6 3,5 N GREASE BE I I ( I I I I I I I I I W/ IHEAVY (HS -20) D T1VE MANHOLE 10.4 P.O. BOX 7033 C s, SEE o ON SHE .00 I I \ I I I I 1 t I - _ - = INDIANAPOLIS, IN 46207 I i I I I ,/ / © I I I I I I I - O O I I I I i I I _ Z-1 I / (317) 636-1600 I I I I.E =4.23 .E. -4 7 . , , / - - - - - - - J I - © LE. =3.92 I- I - I I- I I I I I /' , I o 1 X C14 FOR CONT'N. S I.E. =6.2 CML PLANS CO �� - -�� \ ' I.E. =6.75 , 1 I.E. 64 4 W �/ STORM D (30, 7 F) do I , / I \ I I •I 4" / y\ NSA TE (t 50�T N \ 1 BELOW G » - SEE CML PLANS GW 4 VENT r --I / - - - - - - --✓ -- I I I I/ I / \ - - - - - - � , I I I I � � _ I 4 7SAN ED FOR 1 1 �i / CO ' ' / I I I I I I THE CCOMRAS �OM1C �l � ll 1111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532 -0433 FUTURE U (TYP.) I " S WL RWL I I I 1 1 / - - �--� - - - - - - - - - ----------- - - - - - - I I - - - - K 14 18 11 4404 S , , /', 1/ , , / / I 11 J B -1 7 � �_ � � / ( / I I i I I I I I I I I I 1 I f�ERA I /lam , I ( I I I I 12" (25,329 SF) - - - - , / I I� I I I I I I 1 I L D.9 , / 4" SAN s , DC I I I 17 � - , 3' (650 ! , � � I I / -- r --1 CO F --I F - -- , I " 1 I I I I< \ I / �\ r I_I 4_ � I_ �/ I 13 - I- I � ---6• cwt-- I L I I (7792 SF) 10 I I O 1 (24,820 SF) 14" I v /� 13.2 I - - - --- - ----- - - -� - - -------- ' - - - - - - L _J �- J L- -J L -J L I I i CD CD 2" CID CD I 13 I F.7 1("ST (13,372) , CD 1 1 /4'UP I �, I I , 4 C NDENSATE 0 TONS) 11A 2 "DN. B -108 % BE L GRADE, FO / 0 O I I I I I TENANT-C16 SE CML PLANS CD- MAIL B -102 10" IE 3 v < I ELEV. 3 » S , I I I �, I B -101 EQUIP. I I S r 4 16 I / - - - - I - - - - 1 - - - - - - - - - - - - - - - - I I LOBBY _W5 13.8 �/ a E .9� H. 13.7 I 1 - 1 , / �/ r 10"STORM 4,01 ) do 14 I j -4"SAN CAPP FO 8C 65 SF CO I UP- B 1 104 � I I 3'(600 SF) L � � / ��\ ) � / I.2 I 4 CONDENSATE (t I p ' I ' I FUTURE USE TYP J 6•. SAN RADE, FOR C 1NT. I 1 , \ 114 E E T. A1T - f- L- SEE CM I I p © L J GW )Er GW ST -B1 UP 6 IE =9.33 IE =9.33 10" / 9 CO -/ 7 / / IE =6:56 I I I I I I ' CD ' B -105 1 B 106 I _ \ I 1 I I I I 1 1 4 UP 4" 0 RI E =6.16 IE�gj00 L \ 10" I ❑ ❑ I ' 10A 2" \ - \ / IE =8.72 B-1 9 / J - / L ` / �" RWL WL -7 , I 1" STORM I ' I I G CO 1 I / CO - / 8 ZO (11,601 - /(7304 SF) 6 0 / I 4 1 CONDENSATE (t 200 TO I I , , 1 F_ 101' (18,028 SF) E 7.8 -11VO 7 L - r T E, FOR CONT. I x I I IE�6.10 _ W CO C TENANV- / J \- / � 1' E =6.2 S CML P I I I I L J ' ' IE =8!00 ' 6" GW FO L \ l \ - -j L I I I CD RE USE. (TYP) / ` \ /� J IE 6.28 � 1 10" STORM 1 DRAIN 12,450 SF do 1 H 4• S F C r E_ .50 �. �" / J IE =7.49 .� �/\� 7 L �8" / 7 1 I )r , I /S LIMP IN J \ I I -I I DEN TE (t 170 TONS I I 11 0 I I 14 I I I I 1 I I S 4 �� cc -I I l- - -}- - - � - - 4.9 - / �s 4• n L l� , I 10" \ L F - - � I -' � _ � _ _ pEfCALATOR H�EET P6.00 � L' � J i � BELO 1 - $AN o - I.E.= 8. o SEE CML LANS I r CD CID » I I I 14" SAN I / 7.• \ ,� CO J \ ` Co �/� �,� _ - - - - -L - - - P - - - - - L I J 10 , 4 I I- L_ I- \ C / \/ i 6` �- I .L.= L -- J o L - - -J �- �. L\ / ,\ 7s-\ "\ / CO w B -111 / - / / _ _ L� I F_ -1 8" RWL L J / 4 -C13 - /� �/� L - - J 1 3 ESCA OR TO /FROM L - - J I - I I I r - - I� I (11,647 SF) 9 ( CD I /I L L - - J SEC ND FLOOR. - - - - - L I I I I I I I 13 "c� \ I_j a\ I I L 4 SAN - / CD , IE =W! / I r - , i -1� 5 2"C 1 � y � / � � J I. I �' I UP UP � I I » 14 I 1 I I I I e L -1 J � � I � � I I / � ,� , I � RWL -+- I -e-� -}- _ _ - - �-- 1- - 1 - -+- / '\ / - / - E =8.35 to , L - - 3�wL I I ' (2387SF) L_ J LCz ( , 9 - - - �I 1 2" CD CD I I I I I I I 1 13 \ �, IE =7. 0 2 II I •�' ( I 16 ? 8 SF L -I- J 4 (3451S) 15 1 1 G L I J g L -I S_4! L +I -J ��� 6"GW Nt CAPPED L- -J I o \ �\ / E =9.16 I 1 I I (I ) I I I\ \ - 0 .I r IE =8.36 FOR RE USE (TYP) / _ / = I I IE 8.77 \ / r I B 128 B -129 CO, CD I IE 8.95 r TENANT-C10 I I 4 - TENANT- 01 L �� C�- 3 6"SAN I� � -I- -1 - - - - r �{�IANJ -00N CD TENA� GQ3- -! TENANT -C 2 - CD E =8.44 GW 6•► GW GW► 4" I ��' I I I I I I I I I I 17 I 4 I I D F -� -� -- -- S - -, -T -, F -� 3 F �- --� \, I I 16. - -- - - - - - - �E} - - - - - - - - 15 / I I I co I ' �o CD I� I I I I I I I I I I I I I I E =9�i5 10 I I I I I I I \ I 2•CD ' ' " - -I - --I-- o- - - - I.4` -sAN -F- -I �- - - -� -14" - - - I ' - - ��J L - -J .c°� L _J I I L - -_J L -- WL 6" L - -J lri 4SW_ PEDJ " 17 } CD z" I I I I IE -8.90 " I I 12 (4001 SF) I FOR FUTU E USE 41 SAN GW I CD I I I IE =8.90 I I 4 SAN S I 10" _ �n ' 1 I (TYPICAL) - J L -- 5 L "- .__J L - 4 L -' -� - IE -8.46 IE�7.00 I I I I 6"GW CAPPED I IT 1 L I _ GW 19- 1 IE -8.8 II 3 1 S » 6"Gw 4 8 CD 1 /2"UP 2" NT B -116 CD r 6"GW 4" SAN 0 _ FOR FUTUR USE 6" IE =8.48 13 IE =9.04 > 17 -i- I 1 CO CD 8A DN. 9 4 2 I ST 1 -8.63 (TYPICAL) IE =8.73 1 0 4 CDr ELECT. 1 , CO SAN I SAN 8" 1 1 IE =8.481 I 6"RWL F _ .54 TE C' _ B- 14 E =8.39 ROOM B 4 ��92 SF GW 6" GW IE =8.73 6" • (4224 SF GW 4 sAN CORRIDO I I 8" 17 B3 r - r F_ 82 ' Co IE�7.85 - I - _ _ / IE -7.00 L 6'RWL 1 - 8'(54589F r - 7 - -I- IE -8.21 _ _ _I _ _ I I I I I I _ iIT 11 4•/� _- - I 4 -�- - I I - - - � I I _ I 4" L I -j TE E0 1 L -- CO L - -J4• I I' _ _ 18 I I I I I 4- 8F) I I I I I I UP C'p SAN- - 4" / I L J L --J L J ( &L S I 6'RWL J o o 122 B -123 IN GW - I � UD RE is B Im I - VAULT L --�- L L -- N° ' r CO > I I B -1 8 I B -119 > 5 (4212 SF) -I- I , EL ELE. MAIN CO CO S 4 SAN I 5960 S.W. 57TH AVE. I L » I I I- r -I- r -I- -1 00 o TELE. 1 1 82 ti I I MIAMI, FLORIDA J 4 SAN IN CAPPED CORRI OR r -t I " ' 4" 4! SAN do 6" GW ' 4" �/ _ TYPICAL) E USE I - I I - I I - I I i B_t t 2" NT CAPPED FOR FUTURE CD y I 33143 UP 151 I USE (TYPICAL) 2'CD IE= .07 I (305) 666 -5474 ( F) U P 1- E 19 I I 3" 923 S 7B r IE =9.30 ST -B2 LOG IA - - J L -I- J ST -B3 1 vE -124 LEV. 11 16 2 -WAY CO I FAX (305) 666 -4994 - - - - - -1 - - - - -J - - - - - - - - - - - - - - - 1 - - - - - - T-� i _ E =6.30 L - - I �L J I » S I I I - -" , L 6 "RWL , 4 FDA 1 I I 2-WAY 1 1 I A.A.C. 000404 I I 14 SAN COLONNADE 4 (182 F r- 1 CD S I - 4 -RWL L -r -� CO 19.8 I I 8 7A (5774 S) C LONNA E 2 "CD I 4 SAN (1513 SF) 12A I I I I I I Ell - _ I _ _ - - - - -6.05 IE= .8 I MARIO H. GUTIERREZ, P.E. - - - - - - - - - - - - - - - FL. MECHANICAL ENGINEER 1 REG. NO. 0a19687 6' SANff do 6" I GREASE I ' I D 2'CD 5 3" I I WASTE BEL G E, FOR ' r 1 1 ' 1 CONT. SEE HEEIC -P3.01 " I 1 I I I 1 1/4 » I I I I I I I I I UP 2 "oN. Q ;, A A.1 B C D E F G H I J K K.1 L M N 0 P Q R S.1 T w or �. GENERAL NOTES: 1. ALL DRAINAGE PIPING 4" AND LARGER SHALL BE SLOPED AT 118" PER FOOT MINIMUM. 2. ALL DRAINAGE PIPING 3" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM. 3. 2 AND N= NOT USED. 4. COORDINATE WITH ELECTRICAL To AVOID ELECTRICAL DUCTBANKS BELOW FLOOR BLDG. B UNDERGROUND PLUMBING PLAN SCALE) /16 "_1' -0" i I z GREASE TRAP CALCULATIONS CALCULATIONS FOR MINIMUM GREASE TRAP CAPACITY REQUIREMENTS ARE BASED ON 1600 GALLONS FOR EVERY 150 SEATS, AS OUTLINED IN THE 'MINUMUM DISPOSAL FACILITIES - FOR EATING AND DRINKING ESTABLISHMENTS" TABLE OF THE 1993 SOUTH FLORIDA PLUMBING CODE 4615.5 MAXIMUM PERMITTED SEATING CAPACITY FOR RESTAURANT ESTABLISHMENTS IS 2,250 SEATS. 2,250 SEATS / 150 = 15.0 x 1600 GAL= 24,000 MINIMUM CAPACITY REQUIRED. EACH GREASE TRAP TO BE 3,500 GAL 24,000 / 3,500 = 6.86 SAY 7 MINIMUM NUMBER OF GREASE TRAPS TO BE PROVIDED NOTE: TOTAL OF 11 GREASE TRAPS ARE INDICATED ON THESE DOCUMENTS To PROVIDE FLEXIBILITY FOR FOOD ESTABLISHMENT LOCATIONS 7 � 8 KEY PLAN 9 10 12 13 14 15 16 17 A -P3,00 '4V 1 s �� ' OF 1 ' ISSUE 7 ATE -O -o c : ° REVISION DATE PRICING DOC. 01 8 -27 -96 ' ADDENDUM. #1 O = z GENERAL REVISION 02 09 -12 -96 - I- - U . w B � CADD FILE NAME BP300 -RT DRAWING TITLE BLDG B PLUMBING SHEET NUMBER A -P3,00 '4V 1 s �� ' OF 1