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07-43-020_0 o o rn o �-o U N V u S'a`o � � o Q Q) o �. U U T 4 ?% w -- _ST) V m 6 lb ��vor Q°, uo o ] U Q) E Q) V >a��. n v O " ) 6 a 6 6 �-10. u- Q) U j -�j Q o z m N z 0 " OL Lu tv) z -off �z Fo Oty_ou -1 ZoS) .L w O U D7 _ o w� �z > ° U � Ci1 p CA cq 2 � E a, o v Q) � 'S= C N 2 u C -6 E -6 z;u�n o o VAN lu o r-- 1� :6�U z U f-- u Lu o O c � © a-M +yV - 11dw 1' -4' o'L. 9' -ra" 1' -6'4, WF -16 ' -16 I WF 1 -40 A - ■■ I �E—I ■■ ■ w: �� I ;t T F_40 WF -32 � m TOP OF TCsS. ELV. 1' -4' - 0" 6' -4' ro' -4' 3' -�' 4' -2' 1' -4 �Q 6 ; X 04 * 12 T ■ TE X a, ol F cv 12 3 } STEEL C L. -4@ a W/BASE 4 G P It 1/2'xro'x6' w W/2- 5 /8' +xro' NELSON 5TUD5 15 O N N 15 x 4 5 TOP 1@ �@ TE I 0 u- _O OS IN FTC. L J MM IN S �✓ O X '�♦ . _ UP-32 - N ®� rt 04 • O Q R I �M t-o N ha _ I 0 in 12 ��'� � � c4 '� � q0 'Q " X w I -40 G F -40 A 0 : X 61 j CJ I x, X ,n X 40 ■ ■ ?. 505 *8'T I Q CJ 11' @' ADD in I X L. J O IS F -46 �1 . � 5 T FTC. UNDER WF FTC. ELV. ■ @ � -@ (TYP) U.ON. — — T.O. SLAB 14 5 -5 w t- �I� #I FTG . iplEINf (T1'P) FOUNDATION PLAN SCALE: 1/4' = P -0" -145 COPzIER 5AR5 2'47'x2'47' FOOTING CORNER BAR DETAIL w w w LTE_� I I 4' CONC. SLAB REINFORCED W/ FIBER MESH ON S&%' WELL COMPACTED FILL. L- — J (SOIL TERMITE TREATED) F- @ F — — — CJ CJ rt I I- � � w cJ L T J m �I �I • F -50 5 rt F -40 X11'@' ■ w rt 0 I ■■■■ ■ ■ 1 ■ ■ CJ 17 _ WF -32 � 3 • F -4@ S 5 F- •l F -40 MARK I ■■ N 05*12T N I I T 0 X11'@" / 4' -4m F -40 1' ■o I 5 I _LF 43* 5.5 *BIT L u H4J H- P*a'o.0 I 8' X 28' + X Ill @'ADD 0 ■ ■ � � I —* ■ ■ w 21-0p. i SEE DETAIL ® I ' 03 E'* 0' x_32 �, ■ ■ ■ T.O. SLAP � a1 x O TYPE ■ sI `— --�' T 505 *8'T 8 0 1 1� -14" 4' -I TTT F -40 � X11' @'ADD � r----- _....— _ � I 2 I tQ 6 0 i a AL. 0 6" Or. '- 6'x3' -6 'x12' w " 1' -1' 1' -6' + ELV. - -0-[V 05012T Z -1¢L ■ F T.O. SLAP X8'0' I• 5 0 5 5 0 5 5 0 5 5 0 5 L J O 5 PE, *8'T " 2 X11'0'ADD ' I ■ SHOWER DEPRE55 _F -40 ,I F_ 1� F -3@ �- Tr Nk E 0 TE ■■ L _J 7n L J N ■ ■ ■ TTTT71 I I ■ FTG . iplEINf (T1'P) FOUNDATION PLAN SCALE: 1/4' = P -0" -145 COPzIER 5AR5 2'47'x2'47' FOOTING CORNER BAR DETAIL w w w LTE_� I I 4' CONC. SLAB REINFORCED W/ FIBER MESH ON S&%' WELL COMPACTED FILL. L- — J (SOIL TERMITE TREATED) F- @ F — — — CJ CJ rt I I- � � w cJ L T J m �I �I • F -50 5 rt F -40 X11'@' ■ w rt 0 I ■■■■ ■ ■ 1 ■ ■ CJ 17 _ WF -32 � 3 • F -4@ S 5 F- •l F -40 MARK I ■■ N REMARK N I I T 4 —� r --- - - - - -I / 4' 5' X 12' F -40 1' ■o I 5 I I I 40 5 L u H4J H- P*a'o.0 I 8' X 28' a ■ ■ � � I —* ■ ■ w 21-0p. i SEE DETAIL ® I ELY. 03 E'* 0' x_32 �, Q T.O. SLAP � ' -1- x t---- - --.._ TYPE ■ sI N� ■■ ■ ■ ' -8' 8 0 1 1� -14" 4' -I TTT F -40 � I r----- _....— _ � I 2 0 0 6 0 i a AL. 0 6" Or. '- 6'x3' -6 'x12' INI I I 1' -1' 1' -6' + ELV. - -0-[V '- 6'x4' - 6'x14' Z -1¢L ■ F T.O. SLAP �b iA COLUMN TYPE 1 I ( 04 *12T F— I X 8' 0. q I L I -�X * UP-24 3*5 305 305 3"5 ■ l I I I I I I l]mj=ml Im ml ■ 12' -2" w 91 COLUMN TYPE 2 03 J.N.P. 0 S' O.C. I MARK SIZE. N REMARK N I I 1O 4 40-1 F -40 / 5 WF -24 J 5' X 12' F -40 03 E-'* 15' GONC. COL. / 8' x 8' 40 5 03 Ell 6" H4J H- P*a'o.0 O 8' X 28' a ■ ■ ■ ■ —* ■ ■ w 21-0p. i SEE DETAIL ® TYPE Q `t 03 E'* 0' Q TYPE O � 03 E TO be 505 8 TYPE 806 03E o6@ F5@ O ' -8' 8 0 1 1� -14" 4' -I • 5" X 16' 407 03 El* On 11 0 6 0 i a AL. 0 6" Or. '- 6'x3' -6 'x12' 405 4@ --i F -46 '- 6'x4' - 6'x14' 5 0 5 F F -40A I• 5 0 5 5 0 5 5 0 5 5 0 5 L J O I ' F -36 2 O � I ■■ I ■■ rt M I , (D L — J WALL ZONE 24' as 161. t� l TYPE a7 COL. c CITY Cr c0LITH VIII/` IM7 5sr,.L' -TUM'jL lc' 7-%1:J *, 1., . c PLAN NOTES: SOIL STATEMENT 1) SOIL * THIS SITE IS ROCK 4 SAND ADEQUATE t0 SUPPORT THE DESIGN LOAD OF 2 000 PSF AFTER EXCAVATION 'SIGNED 4 SEALED LETTER WILL BE 5UBMITTED BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIG=N IS BASED ON 2) ALL CONCRETE FTG'5. MONOLITHIC W / CONCRETE SLAB U.OX IN PLAN 3) PLACE ALL CONCRETE SLABS OVER 8 MIL. VAPOR BARRIER OVER TERMITE TREATED, CLEAN 4 WELL COMPACTED FILL TOP OF ISOLATED FOOTING UNDER WALL FTG. TYP. U.O.N. ON PLATE 4) �L DENOTES 8' MASONRY BEARING WELL REINF. W /,m 5 * 40' O.C. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL 4 N' 9 GALV. LADDER TYPE HORIZ. JOINT REINF. * 16' O.G. FOR ZONE@ PROVIDE 05 * 32" O.C. ZONES IS DEFINED AS 5' -0' EACH SIDE or-ALL CORNERS - 5) T.E. DENOTES 8' X 8' CONCRETE THICKENED SLAB EDGE W / 1 0 5 BOTT. CONT. 60 CJ DENOTES 2' x 1/8' WIDE SAW- CUT CONTROL JOINT TO TAKE PLACE 24 HOURS AFTER PLACEMENT OF CONCRETE SLAB. SOIL COMPACTION REQUIREMENTS: SOIL SHALL BE COMPACTED TO MINIMUM OF 98i, OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE. REINFORCIN E5 REMARK OR 13,45E it OR CAP FL 1O 16' X 16' 40-1 03 E�*14' MAb. COL. FULLY GROUTED 2� 5' X 12' 4 0 5 03 E-'* 15' GONC. COL. 3U 8' x 8' 40 5 03 Ell 6" H4J H- P*a'o.0 O 8' X 28' 6 08 03 E to So EJETIP 3 J *8'Or, 5 T54'x4'x5 /116' 5EE DETAIL SEE DETAIL ® TYPE Q 6 0 5 03 E'* 0' Q TYPE O 1005 03 E TO be 505 8 TYPE 806 03E o6@ F5@ O 8' X 36' 8 0 1 03 [-'* on H4J N.P *5'D.0 5" X 16' 407 03 El* On 11 8' X 16' 6 0 i a AL. 0 6" Or. '- 6'x3' -6 'x12' NOTE: FOR COL. ADJ TO FILLED CELLS PROVIDE INTERLOCKING BLOCK FOUKl DATION SCHEDULE MARK SIZE REINFORCING REMARK 150TT TOP LW lStU LW SW WF 24 24' X 16' 3 0 5 04 *36' WF -16 16 X 12' 2 0 5 - -- UP -32 32' X 16' 405 4. 24" F3@ 3'X3'X12' 405 405 F4@ 4'X4'X14' 505 505 505 505 F5@ 5'X5'X14' 605 605 605 605 T E S' X S' 1 0 5 F -36 '- 6'x3' -6 'x12' 405 4 0 5 F -46 '- 6'x4' - 6'x14' 5 0 5 505 F -40A ' -P, W' -0'x14 5 0 5 5 0 5 5 0 5 5 0 5 SOIL 'TERMITE STATENIENT ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINTS SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO F'RECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: ' THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES (AS PER R44 09.13.5 FBC 2004) BASE PLATE 1/8' CAP PLATE 1/8' U14 -314' dtax B' A 321 W/4 -3/4' diax 5' HEADED AB. NELSON STUDS. COLUMN, t J AT CONCRETE etramb PROVIDE TS 4 X 4 X 5/17 CAP PLATE 5 /6'xs'x:5' W /4. 5/8'#x6' CONC. FILLED NELSON STUDS. • c4, • � BASE 4 CAP le 5/8' W /4 -5 /6' diax 6' NELSON STUDS - COLUMN. 12 3 0 SCHEDULE 42 Q STEEL PIPE CONC. FILLED b 12901 S.W. 132 AVE MIAMI, FLORIDA 33186 T. (305) 278 -7776 F. (305) 278 -7473 WWW.BELLONMILANES.COM AA- 0003505 ARCHITECTURE LAND PLANNING INTERIORS CONSTRUCTION MANAGEMENT w V z w W d Ua a LL W vj IL o >_ CO J W D V `-1 DATE: 02 -13 -01 DRAWN: ALEX P - AP - J.P CHECKED: AP PROJ. NO: 2006L5052 Qm6 -18 -0-1 J_P. Q 08 -22 -01 51).G_ 3. 4. 8DC: DUILDING DEPT. COMMENTS CC: COORDINATION CHANGES M:, 'DIJILT RAP �OW4iER APP OVAL ,�� � •• G 8 _ 34 : ��i Ltd'P,OL'D4 BEL1,G9,.6)k A "AR- 008737 ANGEL MILANES, AIA AR- 0015845