Loading...
04-52-039o-i 0 I co I N N �I I N I N : Cn � Q a ■ ■ �__•� // t11t111ttItI1111111tIt111111tIttt1111111ttltlttllr■■ �t1111i�Itt11t1111t111111t111tt111111ttlttt IIIItt11t1�ltltlt11111 IIIILI' IIIItItIIItt111t111111111111t1 -__ �� • MCMMM ii?ii - © - - - -IIL : - • ■ �A- • CMM-. ENE _ 1111111- O11n11u11tr11n1111w i li■■t r 1 � 1= t ■.i�II!' :4 r>l■ ►IIIIPin_11�11= g miss . I _«■: _■�= (III �' , _ •' � _� , Q �1111� O,�tIt1� �• i Is ■' ■; ( N • ■ � ii1t1 ::1 tttttml �� �� Q • ss Iss 40 0 Lill • ♦ \ ® _ '� • • • 11-11,1110 • ELI ..�: '\ ;;� �' ,\ ►�� ►' ®(III �� • 1\ � � �11niuue�:•� -ti 1111111(1 1 +Itttt�ttttt■ ulttt l�ltll�lltltlttttttllllttltttttllllltrlmi tttr.:�uttttll�t111111 = t = Itttttttltttttlllll�!!! �= tt�illlittt l�litlilllf i.� lilllllllllllll�ltttttt = t = Iltttltl� _ �� 1 1 �' _ - _ • 1111 iI . _ C • - II �, 1 1 � 111 ■' ■,,," , � � in II ® • - In "111111 ■', • -�_ ' Iss • I : 11 : _ate II II � =w� II • - :y: . _ Ills ON THICKENED EDGE ALL AROUND. SEE DETAIL ON S -6 EQ:' 05 0 32" O.G. IN FILL THE IS7 CELL CELLS FILLED W/ CONT. W/ GHROUT GROUT. 113 0 16" TOP (TYPICAL) WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE 1 05 CONT. SL. _ 2" TOPPING; OVER 1 /4 "/FT. „ 1 - 2" TOPPING OVER g� � WATERPROOFING 1/2 n 03 16 T. N E WATERPROOFING 1/2" SEE NOTE 3� N SEE NOTE 3 211 _ = 2 CV I ltl U N N EL. VARIES ELEV: + V -6" 16 • • TOP OF SLAB �13 000 00 0 14 CONT. WIRE r, 3 1/2 "- 18-9 MESH EXTEND WIRE MESH 0 11 1TB -2 AND HOOK INTO 411 411 G.G. KEEP THIS BM. SHORED ELLS FLED W/ BEAM. [all UNTIL 2ND FL. SLAB ABOVE GROUT. HAS REACHED 14 DAYS STRENGTH - SECTION SECTION 1/2' = Y -0' S -2 1/2' = 1' -0' EL. + -1' -011 • 8 "x8" CONC. CAP W/ 2 05 CONT. (PROVIDE CORNER BARS-) ELLS'FILLED W/ 6 CONC. SLAB ON WELL COMPACTED FILL REIN. GROUT WITH 04 0 14" EACH WAY OVER 8 MIL VAPOR BARRIER 6" CONC. WALL W/ 04 + 12" EA.� THICKENED EDGE WAY. ALL AROUND. SEE DETAIL ON S -6 2" CL: 6x6 CONT. CONC. CURB - SEE 3/S -2 »4014" EA. WAY -v V -0" _ in ' SEE PLAN w Q v - - WATERPROOFING —� _ _ITB_ -I __9, x_ ___ I _ITS_ -1 __ _ _ _ IT_5_ -1 _ x I cJ_>j I MEMBRANE SEE NOTE 1 ON 6-1 ----------- - - -L -- - - - - -- - - - -- -- C-- = - -� -- - - - -- - - - -- I UP UP S.J. SJ. ELEV: +I' -5" _ 6 „ GONG. SLAB ON WELL TOP OF COMPACTED FILL REIN. -- - - - - -- -- - - - - -- - - - - -- - - -- - 11 — LANDING WITH 04 0 14” EACH WAY 1y �� SEE li /S -5 SEE I OVER 8 MIL VAPOR SECTION - -- - -- BARRIER W/ SAW -CUT - 00 - ---------- - - - - -- I I 9 -24 JOI WAY12' -0" O.G. MAX. 1/2' = 1' -0' S x'3012" T._/ x 41-011 I I S-4 I � (TYPICAL 3 -- - - U.ON-) S_4 1/2" EXP. JOINT THICKENED EDGE G.G. NOTE: *COORDINATE SHORING REQUIREMENT WITH HOLLOW - GORE SLAB MANUF. At COURT YARD AREA TO SUPPORT BEAMS 28 -2, 2 - 2B- t 28 -6 AT 2ND 2ND FLOOR (LINES G , B , TI < �) SEE SECTIONS FOR ADDITIONAL INFO A ON. IN BLK WALL ALL AROUND. A 8 S -5 8" 23' -8" 8" 23' -8" 8" 23' -8" 8" 1' -0" 11' -4" 8 lrlr 74' -8" FIRST FLOOR FRAMING PLAN Nom SCALE: 1/8" = 1'-0" NOTES: 1- FIRST FLOOR CONSISTS OF 2" FIBERMESH CONCRETE TOPPNG REINFORCED WITH bxb- U.4xWl.4 WUUF. OVER b" PRECAST HOLLOW -CORE SLAB BY PRECAST MANUF. AS SHOWN ON PLAN TYPICAL LION. (f'c =5000 PS.I) 2- FIRST FLOOR AT COURTYARD BETWEEN LINES © AND © FROM LINE Q TO Q CONSISTS OF WATERPROOFING MEMBRANE OVER 4" TO 2" 'FIBERmESH" SECONDARY CONCRETE TOPPING REINFORCED WITH 4 "x4 "- W2.9xW29 W1UR ON WATERPROOFING MEMBRANE ON 2" CONC. TOPPING REIW. W/ bxb -UAxL4 WUUF. OVER 8" HOLLOW CORE SLAB AS SHOWN ON PLAN. SEE ARCH. AND MECHANICAL DRAWINGS FOR SLOPES. PROVIDE SAW -CUT JOINTS 6 V -0" O.G. MAX EACH WAY AT SECONDARY TOPPNG. SEE DETAIL A/6-2. 3- FIRST FLOOR (AT TERRACE) BETWEEN LINES ®AND FROM LINE 01 TO� CONSISTS OF WATERPROOFING MEMBRANE OVER 2" 'r- 150I'1ESH" SECONDARY CONIC TOPPING REIN. UV 4 "x4" W294)29 W.W.F. ON WATERPROOFINF MEMBRANE ON 2" CONIC. TOPPING REINF. W/ 6 "xb" WL4xWl.4 W.W.F. OVER HOLLOW CORE SLAB AS SHOWN ON PLAN. PROVIDE SAW CUT JOINTS a V -0" O.C. MAX EA WAY AT SECONDARY TOPPING. SEE DETAIL A/S -2. 4.- ALL CONCRETE TOPPING AT THIS LEVEL F'c a 5000 PSJ. SEE ARCH. DRAWINGS FOR WATERPROOFING DETAILS. S. SUPERIMPOSED LOADS: UAN. APARTMENTS AREA: L.L. = 40 P.S.F. DL = 40 PSF. COURTYARD AND TERRACE AREA: L.L. = 100 PSF. DL. = 20 P.S.F. (N ADDITION TO SECONDARY TOPPING, CURBS, ETC.) JOINT SEALER 1/8 "xl /4" DEEP S.J. BY MANUR 0 8' -0" O.C. MAX. EACH WAY. WATERPROOFING MEMBRANE 11 SEE ARCH. DRAWINGS. v8 N - £w0 cv tt)1- w TYPICAL SAW -CUT JOINT DETAIL �\ N.T.S. (AT TERRACE AND COURTYARD) WALL BE b: VERIFY ALL DIMENSIONS AND DETAILS WITH ARCH. DRAWINGS. EL. +3' -6" Qvb I.- COORDINATE ALL SLAB OPENINGS WITH ARCH. AND MECHANICAL DRAWINGS. 5.-ALL 8" OR 12" BLOCK WALLS AND BLOCK WALL BELOW WINDOWS ARE REINFORCED WITH 05 0 32" O.G. IN CELLS FILLED WITH GROUT AND 09 GA. 14ORIZ REINF. LADDER TYPE AT 16" O.G. SEE TYPICAL REINF. MANSONRY DETAILS ON S -6 FOR ADDITIONAL REIN. EACH SIDE OF OPENING AND AT CORNERS. TYPICAL U.O.N. S.-S" HOLLOW CORE TO BE DESIGNED FOR AN ADDITIONAL BLOCK WALL LOAD AS SHOWN ON PLAN OF 1 W1 10.-SEE BEAM SCHEDULE t STRUCTURAL NOTES ON S -1 11.- HOLLOW GORE MANUF. NOTE: EXTEND HOLLOW -GORE 1112" ONLY INTO COLS. EL. +0' -0 11t OO O ® © BELOW SEE ELEVATION A/5-1 GROUND FL. TOP OF SLAB SEE ARCH. N O N ADD 203 0 4" EACH SIDE OF OPENING. TYPICAL SLAB OPENING OVER HOLLOW -CORE DETAIL NOT TO SCALE 8 TREADS 0 11" = -1' -4" U N x x 00 X RN111112111111 05 CONT. 2 05 CONT. 16" w Ov 04 0 12" EA. WAY '1r HOOK OR DRILL 4" EACH END G.G. NOTE: INTO CONIC. WALLS. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECT DRAWINGS. f WELL COMPACTED PROTECTION BOARD OVER PRE APPLIED WATERFROOFING BENTONITE SHEET MEMBRANE AS SECTION PER VOLGLAY MANUF- SECTION RECOMENDATIONS. SEE ARCH. 1/2' = 1' -0' EL. VARIES SEE PLAN 05 0 12" - EA. WAY 6 "x6" CONC. CURB .(wj VARIES W/ 1 05 CONT. AND 04 0 12" VERT. T.O. RAMP EL. VARIES SECT[ON 1/2' = 1' -0' 8 "x8" GONG. CAP W/ 2 05 CONT. = PROVIDE COMER • BARS. 'D U 03016 "T.J ■pp ■ N 111 05 0 32" O.G. IN - - - - -- C CELLS FILLED f \ M1 ELEV: + Y -6" B FILLED W/ GROUT. 4" t0 2" ' jh ELEV: TOPPING ELEV: + V -5 1/2" WATERPROOFING D 1 04 CONT. `^Q' SEE NOTE 2 ^ t- �`^ �;� MEMBRANE SEE IIIt111111� NOTE 2 SIM. +3010" E.W. TOP cj. w DC d w m ADD 504 BOT AND 5 03 TOP 0 4" O.G. • -.LEV: + 1' -0" Y T.O. PARAPET T.O. 5" SLAB EL. +3' - 11/2" ob ELEV: +2'- 81/211 BOT OF BEAM EL. VARIES EL. -l' -2" 50T OF SLAB LINE OF 8" BLOCK WALL BEYOND. WATERPROOFING MEMBRANE SEE ARCH. DLUGS. 4" TO 2" SECOND. CONC. TOPPNGs OVER WATER PROOFING MEMBRANE SEE NOTE 2 ELEV: + V -6" 04 tt TOP OF SLAB dJ ELEV: + 2' -3 1/211 BOT OF 8" N.C. SLAB — FILL THE 1St CELL CONT. W/ GHROUT = (TYPICAL) • i 'D U 03016 "T.J ■pp ■ N 111 (L ciU cv Emilio mill0 f \ M1 ELEV: + Y -6" TOP OF SLAB No jh ELEV: ELEV: + V -5 1/2" D 1 04 CONT. `^Q' 0 1211 f� ^ t- �`^ �;� 2 S -, 14" CONIC. CURB ALL AROUND W/ 04016" E.F. VERTA 205 HORIZ (W/ CORNER BARS) WATERPROOFING TYR. ALL AROUND. MEMBRANE. SEE ARCH. 14" Is • • �. A . • . NO A A . 1 411 �1 Q11 • 111 i i = '�i • i ■pp ■ N 111 .- • . Emilio mill0 \ M1 ' No _ �`^ �;� IIIt111111� - • _ A:.,& SECTION (AT 12" BLK WALL) 1/2' = Y -0' 3' -6" 05 0 32" OWLS. x 6' -0" 05 0 32" DWLS. 3' -6" FROM WALL BELOW. x 6' -0" FROM �- „ HOLLOW CORE ADD 03016" TOP EQ WALL BELOW. ADD +►3016" TOP 3 -6 SLAB CHIP -OUT TOP EQ. EQ. 0 11 IL ADD '3016" TOP 31-g,11 CHIP -OUT TOP EQ. ADD 03016 TOP PORTIONgN. WIRE CHIP -OUT TOP _ �— PORTION OF MESH �'3 12 TOP x 6 -0 CONT. WIRE CONT. WIRE MESH CONCRETE TOPPING H.C. AT EA. REBAR PORTION OF - CONT. WIRE MESH H.G. AT EA. REBAR. EXTEND AND HOOK 5" SEE PLAN FOR 3/4" At INT. AREAS H.G. AT EA. REBAR 3/4" AT INT. AREAS -' EXTEND AND NOOK 5" 3/4" AT INT. AREAS INFORMATION. 205 CONT. 1 1/2" At EXT. AREAS. INTO SECONDARY POOR 205 GOVT' 1 1/2" AT EXT. AREAS. 05 GOVT. INTO SECONDARY POOR 11/2" AT EXT. AREAS. HOOKED EA. ENO 205 CONT. GONG. LOPPING SECONDARY , _ C. TOPPING ^GONG. LOPPING ^GONG. TOPPING SECONDARY ^GONG. TOPPING AT TERMINATION ''SEE PLAN CONTINUOUS GROUTING POUR SEE PLAN SEE PLAN 205 GONt. SEE PLAN POUR SEE PLAN BY HOLLOW CORE SECONDARY O SEE PLAN MANUF. SEE HOLLOW • SEE PLAN SEE PLAN SECONDARY O SEE PLAN « ' SEE PLAN POUR CORE SPECIFICATIONS. 04 BAR IN CORE. POUR 4 BAR IN CORE. ONE PER PLANK H.G. SLAB e ONE PER PLANK H.G. SLAB (3'-4" SEE PLAN M4 BAR x 4' -O" LG. " i SEE PLAN MIN. O.G. N.G. SLAB MIN. l3 4 O.C. SEE PLAN MAX.) TYR. IN CORE ONE ADD 205 GONT. SEE PLAN MAX.) TYR. 05 032" P LAP PER PLANK MIN. 311 BRCS I" LAP t 6" 2' -6" 05 BAR x 4 O LG. " O O O O O " 31,211 f1/211 BRA - l3' -4" O.G. MAX.t) 05 0 12" VERT. 1 11 - - 05032 IN CELLS - - - - 6 - TYPICAL. - - - - 2 BRCx -- IN CORE ONE 05 032 FILLED WITH 11 WALL REIN. „ 31i2 "t1/ " 11 2'�' 05032" IN CELLS FILLED( WITH HOOKED - HOOKED INTO WALL REINFF. ADD 205 CONT. SLAB ABOVE. PER PLANK MIN. GROUT TYR. FILLED WITH GROUT TYR. HOOKED INTO (3' -4" O.G. MAX.0 GROUT TYR. SLAB ABOVE. TYPICAL. TYPICAL GROUTING DETAIL (H.G. BEARING ON CONC. WALL) /A-6\ DETAIL (HZ. EA. SIDE OF BLK WALL AT ROOF) DETAIL (H.C. PARALLEL TO BLK WALL) A -1 KEYWAY DETAIL /A--2\ DETAIL (H.C. AT BEARING BLK WALL) A -3 DETAIL (H.C. EACH SIDE AT BEARING BLK WALL)/ A -L� DETAIL IH.C. PARALLEL to GONG. WALL)/A-5\ \q-2 N.T.S. \§:12 N.T.S. \§12/ N.T.S. N.T.S. S_.L N.TS. S -2 N.T.S. S -2 N.T.S. TYPICAL HOLLOW-CORE SLAB DETAILS �A N.T.S. JCHAS & ASSOCIATES, PA ARCHITECTURE PLANNING INTERIORS 4361 S.W. 11 TH STREET Miami, Florida 33146 TEL: (305) 989 3149 FAX: (305) 447 1501 JACHASTANET @ ad.com A R 0 0 1 2 6 1 1 BRILL RODRIGUEZ SALAS 8,. ASSOCIATES. INC. C.A. No. 00000502 S350 !.-.VV. 72 ST. SUITE 252 MIAMI, FLORIDA 33173 PHONE: 305- 273 -4204 FAX: 305- 273 -6575 OWNERS: PALMS OF SUNSET J.V. 5835 Blue Lagoon Drlve, Su 200 Mlaml, Florida 33126 T 786.275.8480 F 786.275.8474 V, W U) W 0 VM Z W M w 0� I,,- O Q § LL w (n a) v. Q O CO 1.i. LO 0 DATE: 12 -17 -03 R E V I S 10 N&­­ ,r 1Q BLDG. DEP,A'RNt3; -09 -04 .A� P R O J E CIT,N.&.­-"`Y 03 -060 DRAWN BY: A.J. CHECKED BY: A.S. SCALE: AS SHOWN SHEET No. OF 7