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HomeMy WebLinkAboutJai Alai 15311\� } L :.0 ft RA,LINCti - r SEE NJ?E oN �rioN e iH��, -- — - - - - a . I= i9 j WALKWAY NO.3 1 �--- I SECTION INGjA{2r,A)and I �k5 COV1: ID�- I Ii - @u4�1ilc;lc-1 � �_ / FILL Cp2E5 W/GC)hG, N. ('f� X! 1 II 3/4 PLYI^14rD GT! 35/8' M'fV, I < CO�iPvr L F!t,LIvi ICL - O' �2XCo wc. JG5�i0 C� -- 1 V � �VNP .•-)4' � s v� T � Rir�ry aA (ALL, 6VGVD To idE vol>vv/ Y 2A v� RMIGIII-I-rE �� 4a, /�II gOIhJU -XF i w a -'� FIRST DINING LEVEL E. +I�oLpl/4u - A-^ -THIS � L NE- G?= (5Av E Ac-, I LAYS¢ I/211 . wpZ< V-4, 'ez Ap-r' q l As rZ=-�' I✓. . SI/s n 241i o.c. RAID �I.,dss ram! r�.vvtc�A�'(' V2 NEFZGU�!'= GI�A` IN �ou `cam T L • RG �Ilx c SF+G�' GF�w,hIG�"ro BLv��xncr- N � fOty?f�G �G�� iG �r�!J-✓IDS S rc L- ' PLATE' � F{AIL Iv1GVN71NG 4U IyU' I j 2 � J i I.GuI wA�v AIRS I LAYErz 6iP 1 TYPE 4X 124 GAR�T "��✓ ,", CI i� WD. IGKI-s no 2 pii NFCX=tiT©) - No. ( - It EL.+ 1'-61/4" {�Rd/iCEONE rc.T. WT3x8 IdL+tu AY 3 Q T — �' � I �o c� w �-FF�11G UTe EX;ST . G 311 An +orzeD To eYQ,5 4r I I; 1 FxP vsoTs S:��ED f i —---------- T�, f3cr'+"1 2 Wipes �d GAT I #-4 e41 -� ac, �j _ k A� V�EELD I #4 �/�, REIN;, vA r, e �VL F� tlt ara R�'v ltiTo coNGrzETia GaF' F2is Z�'A2pA`r f(z=ATcl�✓� Paq @ 4-0Ilo:o, (M.rvl, G- --- - - - - --- 2 SECTION r3SECTION 4 SECTION -- 5 SECTION r6 SECTION --- —� 1: � w,d•w �.-roar✓ �r.� � `� � I = - ___� _ l - I 8 HANDF?AIL--1"-fP � i , —�I 1 T I 2 v �II kNAY I it C-a�+lYl@ hl�Era AS S Gi 0,1 AM i WALKWAYi -- - - - - - -- - No.3 EL.+13'-61 4" f III n 888 BRICKELL AVE. MIAMI, FLORIDA 33131 (305) 377 -0621 CONSULTANTS REVISIONS (I �• �kISTG _ y S'FRU�T I CONTRACTOR SHALL e VERIFY ALL DIMENSIONS Q¢ . AT SITE BEFORE PROCEEDING WITH WORK ISSUED 2/ ll/80 w I KITCHEN EL.t 211- 61/4 _ LOBBY No. 2_ EL. +21'-61/41. S ECT I 0 N A- A STAIR SECTION at NEW DINING ROOM I Q 0 1 • S o W Q UZ OO p Q Z> = a0 Q F- w Qcr- L Ld a X LL JOB. NO. 0280 CONT. DATE DRAWN BY CHECKED BY • APPROVED BY SHEET A'IIIIIIIIII' 2 L/CgHTOG /em CAT. * / //0O0 W/4 �Qo cW I— �I�F=1T�:tEL t2& Esso ens - pa F3Q \3 iPARTIAL PLAN POWER BREAKR FEEDER VOLT/AMPS VOLT/AMPS FEEDER BREAKER CKT LOAD POLE AMF WIRE COND ` O B C C 0 El0 A COND WIRE AMP POLE Nr, NE ''YPF MAINS MCA ` 22:5 PANEL LOAD/ NIOUN'iNG:rwt2�gGE BUS RATING: 225 AMP KVA : j/4,2 /7/4', . r / LOCATION : lIEW VOLTAGE /20�?�S> BqS, -gW AMP: 3l7 =fin �Eti dmv 1pPPtJ EL5C7-lZ'GF 2 . .50 4 5 6 9 �& �/�1' 3�100 oao 4" 3� 4� I0 _ 12 13 3GG .35A2 G 5HWg5/1�2 14 5 / 16 Li Z w.. G/2oa 2 18 -s ;r 3-`/0 //2. !'Lt Q97 l/2'J 3 i 9 GOMt £E ae 22 L23 0 /?129 0?7 24 2 7 �„ *, ��:r�j2 /�` Q; T r, 28 9 30 32 33 34 35 36 37 _ y 38 39 40 41 ,: 42 SUB - TOTALS _ SERVED FROM TOTALS FEEDER SIZE _ /O l /O BREAKER FEEDER VOLT/AMPS VOLT/AMPS FEEDER BREAKER CKT TNo, LOAD OAD No POLE AMP WIRE COND 0 A 8 C C B A COND WIRE AMP POLE PANEL TYPE n MAINS L,O. PANE'_, LOAD MOUNTING RATING . 4MP kVA LOCATION _ VOLTAGE �" 4 i w 674, 10 14- 1 5 _ �_ �EP2CU47' / ZG 124 4�5C;� Go�� %�2a 2312 =� .� 16 17 `"_.e -' —_ 8 ..22 23 '— ?4 25 (a:a7: �_ — r', T 26 27 28 29 30 31 32 at 34 37 38 O 40 -_ ILI 1iR15 SERVED FROM FEEDER SIZE 808 BRICKELL AVE. NIIAMI, FLORIDA 33131 (305) 377-0621 CONSULTANTS y REVISIONS Eta. Utt Y O [r � O � W LL QY� U z -i O_ Q ®� Q � Z mow/ L LL W W x LL JOB. NO. O2$O CONT. DATE DRAWN BY L-5A - l-IZ CHECKED BY EQ— 25 iv APPROVED BY j rrz Hrrz, --- yreG I— , , , v_, GU h W s ev 2 I /'/GoN1� i Cole. (dY f vv �D 13 TgA�'oo0 %o Fn �, �� A � r�&� 50 �a tA FLU �02 yW �Ap G6rz. Al/TOM47YC 7r2.4A= rk 464 '&-L°00CZ b. e :� /.107 fz&cam/�i�c, S�+FE W r pppy g 'R taaS t e 8 mm Ll MARK DESCRIPTION w WAS'7E RAP REMARKS � WRTE,2 CLOSET r� j _.— •�',� 1.. ..�24L FLC[,. /3 SCRAP S/.vK _ 02r1 ,2„ !4 POT SGt/OG %2" / /Z /% 0.2 C,ENERAL PLUMBING NOTES t MATERIALS AND WORKMA,CCORDANCE WITH ALL LOCAL pyL z P TO BE I' FREE OF DEFECTS AND OF pES AND' ORDINANCES. � "��.TER7'\T,S RICAN MANUFACTURE. AND VENT PIPING TO BE CAST—IRON CLASS A, NO HUrs 3. WATER PIPING TO BE TYPE 'ILI COPPER WITH WROUGHT COPPF,R FIiCINGS 4. PROVIDE STOPS AND AIR CHAMBERS AT ALL FIXTURES IPING SHALL BE SUPPORTED IN APPROVED L DIELECTRIC COUPLINGS AT ALL DISSIMIL (. C CTOR TO COMPLETELY FAMILIARIZE HIMSLEF WITH ALL EXI' ON4 0 SITE AND SHALL NOTIFY ARCHITECT OF ANY DEVIATION TO :WI 7. TE ALL WATER PIPING AT 100-PSI HYDROSTATIC PRESS FOR A MINIMUM OF HOURS. 8. TEST ALL WASTE AND VENT PIPES WITH A 10 FOOT HEAD OF WATER. WATER LE,. ` TO REMAIN UNCHANGED FOR A MINIMUM OF TWO HOURS. 9. CO TOR SHALL PAY R� ALL?E1?TS,$E�S",.INSPECTIONS AND TESTINGS 1/2" DIA. HOLE BRASS C.O. PLUG CONNECT TO DISHWASHER WASTE HERE r! w DISSOHWASHER SAFEWASTE DETAIL, N.T. S. a! 1 asc INVE. R:" �3i31 CONSULTANTS _.._._ 1TRACTOR SHALL IIFY AL I. MlMFT610NS L i O' O N 5 of J w �. Y U N z Q 0 O Q 1 Q O Q�z Lli Qcr � rg' F— Ld Ir I. L-ONT, DATE DRAWN BY �A ''=CKED BY. oY SHEET, p- 1 l