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04-52-0380 I to 00 1 04 CV o0 1 CV I 2 I ' 93' -8" I I ' 24' -8" I 5' -2" 5-8" I ' 20' -0" 24' -8" 24' -4" I I I I I I I rw 4%� 4" 23' -8" 4%-N 4" 23' -8" 8 OF 19' -4" , 18w 23 -8 COL. II 10' -4" 13' -4" I 6 SEE NOTE 3 I I I (TYPICAL) I I 3 I I I r. 0 I Ft O 00 I N I EL. -5' -6" M uP uP uP SEE NOTE 3 = T.o. sLAB (TYPICAL) I CD I S_� EDCsE OF - - SLAB - -- EL. -5' -6" WF -36 T.O. FTC-s. SEE 200 j I NOTE 3 T.O. SLAB �., I S -6 8 F1x10 - _ - - -F1x16 1 - - 3' -4" 3' -4" Fbxi6 �?� - ; 9 � - = t1� -3_b - - - -1 0 Lid � -- 1 3' -4" F � I 6 1 9 1 6 I 2 3 I 2 5 I r_ - -_ - -- _ - - - - 5' -0" 1 I I I I rr 4' -0" I I �- _ J3'--4' _ - _ _ - J L - - J I I \—Irb"Ab" MASONRY 2' -Ow " COL. W/ 4 05 VERT. r w 2 -0 4' -6" I I I 16' -4" 8 16' -0" r r 16' -0" _13 '-4"t 2�_8w 1 I I I "J 3 -4 3 0 1r_4" 101 2 �" 2 -0 I I EL. -5' -8" I EL. -5' -4" I I E NOTE 6 1 I EL• -I -2 T.O. S AB 1 _ 1 S T.O. SLAB I I 1- EL. -5' 10" 3 I SL. DN. O T.O. SLAB -� I I � I � I A I I � N $ -4 1 -4 T.O. SLAB I I S -5 I I r " i I E .-5'-2" OOLL 3 " T.b. SLAB 8" 15' -6" .3'-4"j,3'-2,. " S- 16' -0" 2' -0 " "� 3' -4" 3' 0" 1 r 2' -0 " "� 3' -4" 3' -4" �2r " 16' -0" 2_8 4'_6wI 14 I I I F1x16 Fbx16 Fr1 - --1 1 I 1 I I 1 FIx10 4 1 i__ 2 3 I L 2 - -- Q J1 SEE NOTE 3 J _ r (TYPICAL) �, 1 1 3 Z Q 1 010 �, co 6 T.O. SLAB UP Q U T.O. SLAB I S -2 S -$ 00- I _ N 3' -4" 3' -4" 1 1 1 � I I I EDGE OF SLAB o � I c I 1 ' 1G I I j l u3 2 � 3' -4" - - - - - - - � I I I 1 _ EL. -5' -6" _ ' 4 I I 1 I N I CV it SEE NOTE 3 T.O. SLAB \ I i i I S -5 (TYPICAL) = 1 I 00 I I I P P �, I I I I SEE NOTE 5 I _ I 1 (TYPICAL) Io EL. -5' -41/2 `t I 1 i is T.O. SLAB _ - J 1 - I D - - - - - -- - - - - - -- r - -- - C>o I WF -24 I T.O. FTG- 1/2" EXP. JOINT al 1 N I I SEE NOTE 3 ' (TYPICAL) I cJ -� I I 1 s -� I I 23' -8" 8" ' 23' -8" 8w1 1 ' 3' -8" 16' -4" 8" 23' -8" 8" ' I ' I I I L! !j SEE NOTE 5 I STEP FTCs I I I I AS REQ'D I � 20' -0" 73' -8" ' 5' -6" 1 1 FOUNDATION PLAN NORTH SCALE: 1/80 I -O NOTES: G.G. NOTE: KEEP ALL BLOCK WALL5 AND GONG. WALL5 LATERALLY BRACED UNTIL SLAB ABOVE HAS REACHED 14 DAYS OLD. I.- SLAB ON GRADE CONSIST OF 16" MIN. CONCRETE SLAB REINFORCED WITH #5@)10" W EA. AY TOP 4 BOT. CONT (16" N IN. SLAB AROUND THE SUMP PUMP A A 15" GONG. SLAB AT LINES B 4 G AND 20" GONG. SLAB AT LINES A . BOT. OF SLAB EL. -7'- ". HOOK TOP 4 BOT. RE I NFORC I NCG AT SCO> NUOU5 EDGE AND PROVIDE STAGGERED SPLICE AS REGU I RED) OVER PRE APPLIED WATERPROOFING BENTON I TE SHEET MEMBRANE AS PER VOLCLAY MANUF. RECOMENDATION5 ON TREATED FILL COMPACTED TO a5% OF MAX. DENSITY (A.5.T.M.D1551) COORDINATE ALL ELEVATIONS, SLOPES, ETC, W/ ARCH. AND MECH. DRAAINC-75. SEE PLAN AND 5ECTION5 FOR ADDITIONAL BASEMENT SLAB REINFORCEMENT. 2.- THE CONTRACTOR 15 RESPONSIBLE FOR RETAINING THE SERVICES OF A CGEOTECHN I GAL ENC71 NEER REG 15TERED IN FLORIDA TO DES 1 GN A DEAATER I NG SYSTEM TO ALLOA INSTALLATION OF FOUNDATIONS IN THIS AREA IN DRY CONDITIONS AS REGQU I RED. TH 15 DE51 GN SHALL BE SUBMITTED TO THE A/E PRIOR To IMPLEMENTATION FOR REVIEW. 5.- ALL 8 I' CONCRETE WALLS ARE REINF. W #5 a 12" E.W. CENTERLINE. SEE TYP. GONG. WALL DETAILS ON S -6 FOR ADDITIONAL REINFORCEMENT AND DETAILS. 4.- ALL INTERIORS 8 BLOCK WALLS AND BLOCK WALL BELOW WINDOWS ARE REINFORCED WITH #5 0 52" O.G. IN GELL5 FILLED WITH GROUT AND #q GA. HORIZ. REINF. LADDER TYPE AT 1611 O.G. SEE TYPICAL REINF. MAN50NRY DETAILS ON S -6 FOR ADDITIONAL REINF. EACH SIDE OF OPENING AND AT CORNERS. TYPICAL U.O.N. 5.- ALL EXTERIOR 5" BLOCK WALL5 HAVE ALL CELLS FILLED A/ GROUT FROM FOOTING TO TOP OF GRADE AND ARE REINFORCED WITH #5 ®24" O.G. SEE SECT IONS AND DETAILS FOR ADDITIONAL INFORMATION. 6.- SLAB ON GRADE AT TH15 RAMP AREA CONSISTS OF 16" TO 5" GONG. SLAB REINF. W/ #5@10" E.W. TOP OVER PRE APPLIED WATERPROOFING BENTON I TE SHEET MEMBRANE AS PER VOLCLAY MANUF. RECOMENDATION5 ON TREATED FILL COMPACTED TO 95% OF MAX. DENSITY (A.S.T.M.D1557) COORDINATE ALL ELEVATIONS, SLOPES, ETC, W/ ARCH. AND MECH. DRAWINGS. SEE PLAN AND SECTIONS FOR ADDITIONAL SLAB REINFORCEMENT. STEEL FRAMIWa BY MANUF. SEE MECH. 04 014" E.W. TOP EL. -1' -2" DRAWINGS. VIA- a-N 05 010" EJJJ. TOP • V • 8,l (oil Z. 49 7 WATERPROOFING BENTONITE SECTION SHEET MEMBRANE 3/4' = V -0' C * COORDINATE ALL DIMENSIONS AND DETAILS W/ ARCH. 4 MEGH. DWCsSa 012" EA. WAY 1 S -1 4 SECTION - 1/ C- = 1 - -V - -- - 1 05 CONT. I 03 TIES 0 8" 8° 3._g•• all T.O. ROOF F1x8 1'- 0 "x8' -0 "x18" ADD 601 5OT. 010" RT5-3 , RT5-4 F1x10 8 "x8" CONC. CAP W/ ADD 601 50T. 010" OR RTB -6 ELEV: + 1' -0" F6x16 04 012" 05 CONT. PROVIDE ADD 15% 50T. 010" TD. WALL COLUMN ' '_ 'I 1 -0 x16 0 xl8 e112 CORNER BARS. TC OR A WF -24 24 "x12" 2 05 BOT 05 0 32" O.G. IN O8 WF -32 32 "x14" 3 04 TOP 4 BOT ff *SEE SECT. 9/5-5 CELLS FILLED W/ 36 "x12" N J N 80 x_.48 4811 asROUT. 05 0 12" SOT w „x20” 406 0 12" O.G. © W_ Q WATERPROOFING MEMBRANE _ ul U MASONRY COLUMN Sallx12" FILL THIS CELL 405 > TC 81140" 606 CONT. WITH GROUT ' 2" TOPPINCs OVER � per.. Q 8" O.G. FROM 1 EL- +14' -4" t0 EL. +24' -10" SEE ELEVATION DETAIL A 18-1 TG 2ND FLOOR WATERPROOFING C-4 � FROM EL• +14' -4" TO EL. +24' -10" SEE ELEVATION DETAIL A /5 -1 TAC 205 CONT. N SEE NOTE 3 ON S -2 8"x12 "x18" 105 0 8" O.G. EL. VARIES SEE PLAN TOOL 4 SEAL. 3 1/2" BEARINCa (TYPICAL) CHIP -OUT I "t ALOWS LENGTH OF STAIR U c� 04 9 12" DOWELS DRILL 4" INTO CONC. WALL AND SET IN EPDXY 0 9 J 1/211 L EL. +5' -8" TOP OF SLAB H.P. 3" CONT. KEY W/ VOLCLAY ;NTONITE STRIP WATERSTOP 'STEM. RxIOIT (BY CETCO MANUF) rPIcAL) SECTION - 1/ C- = 1 - -V - -- - COLUMNS O.O.OAND 4 01 TOP 74 05 "I" EARS r- 2 01 50T C4 N -RTB -2 12 05 HOOKED INTO RTB -2 ABOVE. 4 05 DOWELS. EXTEND HOLLOW -GORE 1 1/2" ONLY INTO COL. EA. SIDE. qw- Co 1TB -1 OR GONG. WALL. 8 % DWLS. FROM COL. BELOW. 2' -0" 1,81, 1._4.. (2' -4" FO TC -2A) DETAIL COLUI- NS TG OR A 1/2' = 1'-0' 3' 05 0 32" O.G. IN CELLS FILLED W/ GROUT. TOOL AND SEAL CTYPJ 04 0 12" DOWELS DRILL 4" INTO GONG. WALL AND SET IN EPDXY -% 2 S -1 IS ELEV: +3' -6" WIC-I POINT SEE ARCH. ELEV: t0' -0" CHIP -OUT 1 "t ALONG LENGTH OF STAIR 8" CONC. WALL W/ 05 a 12" EA. WAY CENTERED. (TYP.) PROTECTION BOARD OVER PRE APPLIED WATERPROOFING BENTONITE SHEET MEMBRANE AS PER VOLCL.AY MANUF. RECOMENDATIONS. SEE ARCH. WATERPROOFING MEMBRANE SEE NOTE 1 (TYF9 D A S -1 FOOTING SCHEDULE 1 05 CONT. SIZE W x L x D 03 TIES 0 8" EL. +25' -6" LONGITUDINAL T.O. ROOF F1x8 1'- 0 "x8' -0 "x18" ADD 601 5OT. 010" RT5-3 , RT5-4 F1x10 1' -0 "x10' -0 "x18" ADD 601 50T. 010" OR RTB -6 * WITHIN 18" SLAB F6x16 04 012" ADD 501 TOP. 010" A 601 T.'10° ADD 15% 50T. 010" *WITHIN IS" SLAB COLUMN ' '_ 'I 1 -0 x16 0 xl8 ADD 501 TOP. 010" ADD 101 POT. 010" TC OR A WF -24 24 "x12" 2 05 BOT w O8 WF -32 32 "x14" 3 04 TOP 4 BOT 04 TIES 14" * *SEE SECT. 9/5-5 WF -36 36 "x12" 4 05 BOT J N 80 x_.48 4811 5 05 50T 05 0 12" SOT O12 „x20” 406 0 12" O.G. © 16 "x16" 405 Q MASONRY COLUMN Sallx12" 405 ® all O.C. TC 81140" 606 a 8 O.C. 8llx481� EL. +15' -0" Q 8" O.G. FROM 1 EL- +14' -4" t0 EL. +24' -10" SEE ELEVATION DETAIL A 18-1 TG 2ND FLOOR 12"5 8" O.C. FROM EL• +14' -4" TO EL. +24' -10" SEE ELEVATION DETAIL A /5 -1 TAC COLUMNS O.O.OAND 4 01 TOP 74 05 "I" EARS r- 2 01 50T C4 N -RTB -2 12 05 HOOKED INTO RTB -2 ABOVE. 4 05 DOWELS. EXTEND HOLLOW -GORE 1 1/2" ONLY INTO COL. EA. SIDE. qw- Co 1TB -1 OR GONG. WALL. 8 % DWLS. FROM COL. BELOW. 2' -0" 1,81, 1._4.. (2' -4" FO TC -2A) DETAIL COLUI- NS TG OR A 1/2' = 1'-0' 3' 05 0 32" O.G. IN CELLS FILLED W/ GROUT. TOOL AND SEAL CTYPJ 04 0 12" DOWELS DRILL 4" INTO GONG. WALL AND SET IN EPDXY -% 2 S -1 IS ELEV: +3' -6" WIC-I POINT SEE ARCH. ELEV: t0' -0" CHIP -OUT 1 "t ALONG LENGTH OF STAIR 8" CONC. WALL W/ 05 a 12" EA. WAY CENTERED. (TYP.) PROTECTION BOARD OVER PRE APPLIED WATERPROOFING BENTONITE SHEET MEMBRANE AS PER VOLCL.AY MANUF. RECOMENDATIONS. SEE ARCH. WATERPROOFING MEMBRANE SEE NOTE 1 (TYF9 D A S -1 FOOTING SCHEDULE MARK SIZE W x L x D REINFORCING REMARKS LONGITUDINAL TRANSV. F1x8 1'- 0 "x8' -0 "x18" ADD 601 5OT. 010" ADD 5% BOT. 010" CENTERED W/ COL. *WITHIN 18" SLAB F1x10 1' -0 "x10' -0 "x18" ADD 601 50T. 010" ADD 506 BOT. 010" CENTERED W/ COL. * WITHIN 18" SLAB F6x16 6' -0 "x16' -0 "x18" ADD 501 TOP. 010" A 601 T.'10° ADD 15% 50T. 010" *WITHIN IS" SLAB Flxlb ' '_ 'I 1 -0 x16 0 xl8 ADD 501 TOP. 010" ADD 101 POT. 010" ADD 15% BOT. 010" * WITHIN 18" SLAB WF -24 24 "x12" 2 05 BOT 05,6 36" 50T O8 WF -32 32 "x14" 3 04 TOP 4 BOT 04 TIES 14" * *SEE SECT. 9/5-5 WF -36 36 "x12" 4 05 BOT 05 0 12" BOT 80 x_.48 4811 5 05 50T 05 0 12" SOT O12 „x20” 406 0 12" O.G. © 16 "x16" 405 05 WIRE 016" MASONRY COLUMN Sallx12" 405 ® all O.C. TC 81140" 606 a 8 O.C. 8llx481� 12+5 Q 8" O.G. FROM 1 EL- +14' -4" t0 EL. +24' -10" SEE ELEVATION DETAIL A 18-1 TG 8 "x52" 12"5 8" O.C. FROM EL• +14' -4" TO EL. +24' -10" SEE ELEVATION DETAIL A /5 -1 TAC TC 8"x12 "x18" 105 0 8" O.G. COLUMN SCHEDULE REINFORCING • MARK SIZE REMARKS VERTICALS #3 TIES U.O.N. lO 8 "x38 "XI(o" 14% 8" O.G. Oallx2 11 606 0 all O.G. O8"x36 "X16" 14% a all O.C. O8 "x16 "X16" 12% 606 8" O.C. a 8" O.C. Og��x2b" O8 "x32 "X16" 11+6 m all O.C. O8"x18" 4% 0 8" O.G. 80 8"x44" 8% all O.C. O12 „x20” 406 0 12" O.G. © 16 "x16" 405 05 WIRE 016" MASONRY COLUMN Sallx12" 405 ® all O.C. TC 81140" 606 a 8 O.C. 8llx481� 12+5 Q 8" O.G. FROM 1 EL- +14' -4" t0 EL. +24' -10" SEE ELEVATION DETAIL A 18-1 TG 8 "x52" 12"5 8" O.C. FROM EL• +14' -4" TO EL. +24' -10" SEE ELEVATION DETAIL A /5 -1 TAC TC 8"x12 "x18" 105 0 8" O.G. ::a::�:; 10SZE4 Sic Pa. isal SLW04 aab 00 :: :C wit ��� :1 - ... _ • ,- • - • �. _ � � • 111► 38" to I' 1 aide rl • .fIW O 36" c0 I1 a fAll APPLIED WATERPROOFING ALL AROUND. T.O. SLAB 18 "x18" u LOW POINT N u ao N 12" 1 12" 1 18" it 1:411 IL COLUMNo STEEL FRAMING BY MANUF. SEE MECH. DRAWINGS. 12" 1 12" WELL COMPACTED � FILL 05810" E.W. TOP 4 BOT. SECTION r3 3/4' = Y -0' C * COORDINATE ALL DIMENSIONS AND S -1 DETAILS W/ ARCH. 4 MECH.- DWCssJ 1� JCHAS & ASSOCIATES, PA ARCHITECTURE PLANNING INTERIORS 4361 S.W. 17TH STREET Miami, Florida 33146 TEL: (305) 989 3149 FAX: (305) 447 1501 JACHASTANET @ ad.com A R 0 0 1 2 6 1 1 .:�iyl1Jh BRILL RODRIGUEZ SALAS 8a A560CZATE6. INC. C.A. No. 00000802 9360 S.W. 72 ST. SUITE 262 MIAMI, FLORIMA 33173 PHONE: 30S- 273 -4204 FAX: 30S- 273 -6578 OWNERS: PALMS OF SUNSET J.V. 5835 Blue Lagoon Drive, Suite 200 Miami, Florida 33126 T 786.275.8480 F 786.275.8474 VJ U) D LLI OT c 7: M g r Z wM Q LL w vi 2 Q O CO LO O DATE: 12 -17 -03 REVISION J 1Q BLDG- DF_ 4TH .T •03 -,09 =04 PROJECT,N-0. 03 -060 DRAWN BY: A.J. CHECKED BY: A.S. SCALE: AS SHOWN SHEET No. M OF 7 • v r • WELL COMPACTED � FILL 05810" E.W. TOP 4 BOT. SECTION r3 3/4' = Y -0' C * COORDINATE ALL DIMENSIONS AND S -1 DETAILS W/ ARCH. 4 MECH.- DWCssJ 1� JCHAS & ASSOCIATES, PA ARCHITECTURE PLANNING INTERIORS 4361 S.W. 17TH STREET Miami, Florida 33146 TEL: (305) 989 3149 FAX: (305) 447 1501 JACHASTANET @ ad.com A R 0 0 1 2 6 1 1 .:�iyl1Jh BRILL RODRIGUEZ SALAS 8a A560CZATE6. INC. C.A. No. 00000802 9360 S.W. 72 ST. SUITE 262 MIAMI, FLORIMA 33173 PHONE: 30S- 273 -4204 FAX: 30S- 273 -6578 OWNERS: PALMS OF SUNSET J.V. 5835 Blue Lagoon Drive, Suite 200 Miami, Florida 33126 T 786.275.8480 F 786.275.8474 VJ U) D LLI OT c 7: M g r Z wM Q LL w vi 2 Q O CO LO O DATE: 12 -17 -03 REVISION J 1Q BLDG- DF_ 4TH .T •03 -,09 =04 PROJECT,N-0. 03 -060 DRAWN BY: A.J. CHECKED BY: A.S. SCALE: AS SHOWN SHEET No. M OF 7