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12-86 70F7-072
Y M L K NJ I H I G I F I E D I C Is well 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I I KEY PLAN A A.1 B B.8 C D D.8 E E.6 F.2 F.3 G.2 G.8 H.1 H.2 H.8 I.5 I.7 I.8 J.2 J.6 M D I NATIONAL CITY CENTER I I I I I I I I P.O. BOX 7033 cw ( e I I I I I I I INDIANAPOL IN 46207 I %7E///" , (317) 636 - 1600 4 W/ xC 1 /2"CW RE -SEAL DiOP R$ TO BELOW FL B ' 1.1 4 E 1 E 2 A I I I I ELEC. L I -1 I I I I L I.E. =7.50 4 "RWL 260SF RO M " F 4 I.E. = 9.80 -\ I1 SAN " 14 1 SAN I i I 6"SANfTARY BELOW GRADE, C � T 4 LO BY I I e FOR CONT. SEE CIVIL PLANS - A -1 4 II S SLEEVE I ELEV. I I UP I.E. = 7.6 0 ST -A2 ( i i 2 _ _ � _ AC -�- 4 1 - - i - - - -�- - - I- - - � - - --+-- --�- - - -�- - r I.EI . =7.90 , -1- 1 - ;- - - - - -r- I I I I I I - -� - - - - e cD 2cp I i I I I ll H� COMRAS ICOMPANY 1 111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532-0433 (66005{F) SAN I I S _ (880S 105 F DOMESTIC W I MAIN RISE I TENANT -A 3 _ _I I I I I I K I I - - MES - I I J I o - -I -J I � 6" D TIC CW B L L -I_ �-- -I --� - I V L I I I I I I 3.1 CD D CD � I CORRIDOR _ FOR FONT. SEE CM L f�LANS I 2" I I I I I 16" �WL or 81 /8 1 I GW I I 2" CD RISER I I I (31'40SF) - ( 600SF) 10.85 e 6" I I I I I CD I I I I I F_ FFj�` v� F � FI L�e I I I I I I I I - 1 I I 3" I I I I I I ST -A4 74- L J L- �� " L- -1 4" L 1 J g uP I I I T I I V I I I r I „ 4" SAN c� I I ' 5' RWL I 2 I I I L.I (605OSF) I I I I I I I Q -10 -� " r- - --� o I� - -� -� I UP II I IL t I I s" 4 v I F�� 5 - - + T - 02- I- -�- - I -- I " - I 1- I I- -I - - - - = t -a-t -- ' - - ' - - - -�- ' - �I� I I I I4 I I I I 6" ®1/8 -- - - i 0 I _ ' t 7, CD-�` - _ _ I _ _J D ' - 3" (31 SF I I C J I F I -I F_ -1 ' FT 1 ®1/81 CD �, I �► I I I I I I I I 2650S CD I I I F -I ( ) e I 1 I I I II II w l I I I I , I I A-111 I I I I I c7 ' I ORRID01 I I I I I I I I ST -A3 _ 01/ /� CORRIDOR UP ' I ( 60S I I I I I I I I I " I 4" ( I I L_J L J L_J 1(1800$ CD F- II- 8 ' v I A -112 4" RWL ' I ORRIDQ (1145SF) ' $ 4 "WASTE VENT STACK G 16" GV� ;�:iI -+- -n - RWL 12050SF CD 2"CD - - - " 26500SF) - _ - - - - - - - - - 1 - - - - - - - 6.2 1 10" I CO i " I CD I C I CD I C 4TRASH RM. TO BELOW FL DROP Zr S 4 4 i 4 8" ®1 /8 /FT I e I ( A- I GENERAL NOTES I " 1. ALL UNDERGROUND PIPING 4" AND LARGER I a SHALL BE SLOPED AT 1/8" PER FOOT. I w I 2. ALL UNDERGROUND PIPING 3" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. 1►1 I x I I � ' H rn 10 ®1 8 L 3 I ( _ / 1 1 � 4 Cp I I I (5685SF) ' 7 A -114 ' 0 R I b - -- 47 FD W/ I ' _ 4450SF) ' 8"RWL I _ I I - � - 08 r - - , � - -� r - - � (5685SF)_ _ _ - I I F.P. &L r RE -SEAL 7 r - / i I 1 4 " r - I I I I I- F- -I- V ALT 4I I I 4 1 1 - uB - -1--- o3 -1 �- - - - - - - E -r__ � _�- - � - T A 9 = 1 L, - i- J I I I I I ( I I I I I V I L- ELEVATOR 8 J - J L -t_ I L - -J L -- 113 -J OJ OR A- I I 8"A118/ I CORRIDOR i WC I I I < I / 4 "VE ISE I RESTAU -A06 I I , I (8825SF) ' ' ' I _ F.F.E.= 10.85 4" 1' ®1 8 /FT i ( 4 " ®1/8) (6760�F) I ! I I A -115 � A -120 5SF) G 4" NT LINE ' � / � t I � I , I I 01 BE W GRADE - - - - -'- _ - 6" ®1/8/ _I MAIN JMERG. - - - 0 / I" r I F � (402515 r I 1 1 DROP i r -1 I % I - I 114 RWL I I + - - I - - I -}- - _ I TO BELOW I I I I I 1-7 \ . 9 840SF) -t-- I I I I I 01 / L _ I __ I- I- .-I L _J I A -121 A -1 2 LI�ICTRIC L J L O / / ' i. L I J L AroiI/8 /FT J 6" RWL A 116 I J N ITO R E U I. H WA Ijr,ll I�I I I I / C L- I. -63 J 1 8405 (4025SF) I " 0 I / ,( � r . P P 4 � I / / O I � r l0" ®1 8 4 p 6055 F) F rRDETAJLED DESIGN OF THIS SUMP PUMP I I ' � / A 128 SF 1 I AREA, SEE E GED PLUMBING IN ELEVATOR PIT, •5 L.6 L.9 I .2 M.5 M.8 N.1 N.6 0 0.3 0.6 0.9 P 2 0 CO J _ /- E U ( ) 8" 1 /8 /FT E / RISE ' ' P ON SH A -P4.01 DETAIL ON SHEET r � r II - -I r � r - r -I -- r- _1 ___ __ r -� - (7 OOSF) g� _ - - - - - - - - -- -- - $ 7- - - - Q L EL A3 12" ®1 /8/ � A -1 � - -.! ,7 (/ ri 3,500 -GALLON GREASE TRAPS ' I ' 4. r -' - ' -' - 005Q,SF� 1 _ � r OR r -� 3' RWL J L J L - J , L , -„� A,Clr i- J L J L J L J L J r BELOW GRADE W/ HEA DUTY 0 12" 760 SF) I�AO� 12" Ir ®1/8/FT 4 A -1 A -1 5 / 4 L ON GREAS BLOW 10 Tp�IuLANHOLF -(� _ _ _ I _ I v _ _ _ _ _ I _ I _ I ( p$F 1 -1 I_ _ 5 r -I r -I r r -I r I , - - - �- - - L_ - - >- - - I- - W/ HEAVY CO THE / SEE DETAIL ON SHEET 6.00 I I.E. =5.30 %, y I II I I I I I A 13 O - - -1-1- - I + - I - - - - - O AIL ON J I \ L -- J �25 - I L - J MIL I I® / // " /S /FT L I J L J ' L J ' L J LawING P��E SH EEi( P6.00 I TEN N L I J ' " 0® I \ 3 "A1 8 FT 1 6"SANITARY BEL W GRADE,, /MAX `30 ONS-� I / ,\ 17' ®1 / /FT 18" RWL , ® / - / r r / I r - - ' ' _' FM ' U PUMP (26820 F) 6770 I A -14 \ (255SF x L _ _ _ _ >- _ _ I_ _ _I _ JI I.E.- 8 FOR CONT. SEE ML P S \ IIyy1IPP SAN ARY BELOW GRADE, I.E.- 6.1 Ill/ ES IT, SEES ( I ® ® I - I� N N �--1- -�- � I- 1 t ---- -- - - - -� - - - � - \ FOR C NT. SEE CIVIL PLANS DETAIL 0 SHEET P6.00 A -1 4 I D UP VEST. dKWATER I��YE BfiL _GRADE I +J L J L J W� R I CO O / / _ / \� _� _ T. 5960 S.W. 57TH AVE. I CORRI OR 112 1 (1 WL ® I A 6"RWL I f IT W/ RE OVABLEgOVER I I I I I ' 4" 1 LINE ' , / , �I \ _ MIAMI, FLORIDA 12 "STORM D N dt 4 CONDENSATE 1. E. 8. , CD I A -13 I (3140S r I I r I r'- r I . . . . I r - - T -r r r r r GRADE �kE! 7.90 I IrS R OW GRADE, \ \ 33143 BELOW GRADE FOR CO . SEE CIVIL P S I �) 3iCD I - / _ _ E / _ _ - FOR CONT. S CML PLANS /p- / -� 11 4 SAN LOUNGE \ 1 - I (305) 666 -5474 r r - -I- F_ I - J_ / -13R J L J I � I r 1 � � I I � L- J I� L J L J L _ 141 L J L J L J L J L J / - \ \\ I FAX (305) 666-4994 I I A- 3 �P / I I I I I I 6"GW I I \ - --- - - �� 1� rt rt I E.- 7.70 I A.A.C. 000404 I I �GWI I I L�J -J 6" / CORRIDOR A 36 °G� -' I I � ' ' 700 F/U " 1 I 3"® 8FT I _ " I I 2"CD I I a I / L - -J L -J S L -- 3" / \ L J -_ I GW L J 9 4 118 SF OR L (�4 F \ I I I I(385SF)I I I Air V(T SE ' I � -I I � e � I $ - - r �I r- - - � r � - •r � - I - r � a w - ° , - \ � MARIO H. GUTIERREZ, P.E. \ I.E. =7.50 / 3 A -127 10 I 579 SF r .1 t I w _ _ � \` _ I I FL. MECHANICAL ENGINEER 6" TENANT -A1 Cb N I CD ACK -A6 ` ' J J_ 14 i , I REG. N0. 0019687 ii ell I GW GW " � 6" _ �" RWL � 'C I I t \'F6 0 F U I / 4/ / -, -, 6"RWL (2735SF) X / / I • • 6" ' 6" T� , 4" (2475SF) `�' I " SA 4" \ i - Lou G // _, ( r �- I I I 4 4 4 i' ,/ 10 -I , 4 RW __7 /I / % ' 4" D / - -} II I Cr L 33 S SAN FIRE CO AND SAN - \ 1090 F) I I / I _ -I- I L -I - RW ( 4o s" ®1 /8 /FT C� ,1� � 1 1 1 I 2890S - - R00 / "y �± ' 12 I%/ I I I TEN T -Al2) I �. ' v _ 4 r -F 10.50 6" ®1 /8 /F'T 3 "RWL 4" / '$ L\ -I- J 4 $ I- J L - - / �f / _ TEN 15 I I I I I (2735SF - -} _ s" 1 Er - - 3" s7osF i - (1 5 9A1 8 FT ' ST ��-- I • 8" ®1/ FT 11 _ I I ( ) S CO I I I I I I // W I I II I I I �J- / ITARY BELO E, 6970S 4 I �_ 12 I I O. .i • - f I.E.= . 0 �� 8" ®1 FT ( - - -�- - -L - - - L- - -- - I _ I _ _ \ i FCONT. SEE PLANS 8" RWL /1 10.50 / , I / / . 4 I ( I.E.= I (7350Sr / Y F.F.E. , " (806 SF c - 1 ST t_ ( ' ' I I I I I MAX 55,400SF ®/ /FT r - / /� z � 6" ®1 /8 /FT� � I � � ' I I -i- J " L -I- J , • -I- -I _ , ' 11 Tq 8 FT 34170SF / °� /� (1 0 I - S-01/8/Fr 4 r ' - - - - - -� _ -L �- - - - - - I _ 4 _ I 34 - I I - / LL 4 SAN 12.5 I I - LINE �, / I I I 1� // cD I I 1 I , I © , - I I ( / I 5625SF 7'CD I I - I I I I I TS o / TENANTLAI , ' L - J L - - J I - - - - )' CD 14 - - ' ISSUE DATE 1TORM DRAIN B OW RADE, ,/� � I / D• 9 CONT. SEE C P S , �/ / �% I , I ' � \/ \ L- o I " L- / I I � / 01/ / / \ I I 10.50 .4 SAN STACK 4� L ` /'� / / i ' 1 1400 F)� < iC I > �\� / ` /� / / / / /// / ' t F.F.E ( I I I I - CV 5 GW �� _ 9�///// // / _I_ REVISION DATE 13- -Ep q r ,� - - 9 - 6"RWL / , S7�' /8/ r I- �' \ - X3.2 I- _ '��� iii`/ - / - 1 - I 1 - I - - 1 - I I - - I I - s" 1 - I S } -1- - 1 - - - - PRICING DOC / (4145SF) / 141 SF I 1/ -- / I I I 1 I I 1 I I 13 - 44�45SF) L\ I /_ =_ - - / � I \�Y ��� �L -�� ��iii/ I -J L - -J L - -J A -139 L - -J L A -140 L I I J I I �1 8 -27 -96 / G.7 J I -30 OOOsf I- - _ - __ - - _ 0 TENANT -A20 TENANT -A22 ' I GENERAL REVISION • 4 L 4 RWL �� - _ A -138 I'.7 / H.3 43 TONS v (274oS - _ _ - I i I TENANT A17 I I v I (426 SF) r I I H. H.5 'E.= 8.10 \ C/� , I �F) i - I I GROTTO 0 I ( ®1/8/FT ' 8- 01/8/F I 6" ®1 8 FT I ( I - I - I - Q2 09 -12 -96 L I J I I " 6295SF� I (7260SF) I 8" (4260SF -I - U .E.= 5.75 I ° i 4 (I "RWL I I I 1 I w H.7 _ ' 6"RWL " I _ _ G-3 , / 1 DRAIN & 4 CONDENSATE 2545SF B GRADE, FOR CONT. S P I • DCE I , ' ° 0 I I 1 - - I ( ) i (3810SF) (- -1 4 r I , _ 0 - ' 0 °- - - i - - - - - - - If I- - -ill w 13.8 H.6 I 13. 0 1 1 1 s" ®1 /8 /Fr I s' ®1 /8 /Fr I 4 RWL B / G.6 / / I I ' I v L - - (2545SF) L - (3810SF) L - 11 OSF� J Q / , I I (111 OSF) \ 430 TONS MAX.�� I ST r I = 14 I i I.E.- 8.45 \ \ I.2 I I I.E.= 8 45 r - - r - , 8 "A1 /8 /FT .E . 5 r , r I / I I ( , o I I I ` CADD FILE NAME It- I AP300 RT 4 "CONDENSATE BELOW G E. L _/ L -' L ' ' L J 1,9 I I FOR CONT. SEE CIVIL PLANS�� J 1q-1 �8 FT MAX 43 TONS I I DRAWING TITLE (5S� � BLDG A PLUMBING " \ \ ' P I I I MAX 18, OOsf 10"STOR DRAIN do 4 CONDE ATE __j I �/ L p J BELOW G E, FOR CONT. S I CML PLANS I SHEET NUMBER I I I I I I Q I I ' I I I I 1 Aj A 14.7 / BLDG. 1� V DERGROU D�L�JMBI G PLAN I I I II SCALE:1 /16 " -1' -0" \ 4, i 10 o I I A-P3,00 1 2 3 1 4 5 1 6 7 1 8 J 10 11 12 13 14 15 16 17 18 OF