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07-43-022�-6 o o rn .-Y DPI � C N N y+ N o u � o u u aui � o�ou u f u 10-7 ° a�Ez o)u >u:d �ivuL >� u -6 'u) u Q) LLLI o " a �o O Lu ' z (3-0 7 z �ti 7 o [L :77d)�� I-L E o o w •v 0 > C LLJ '- u om�� Q) •� �� u S U 9 •� q 7 4 N Q u _y I u L � Q) K, L R6 O t� Q7 ^ z u 5 m 2 -A V Q 'f � u N �uQo • z tp Q oN 0 L IJ � U7 •J CIS L, o_ TLS u �% 1' -4' 5' -0' �An 1541 ■ !i Np 8' -S" '4'1' -6" 9' -6" 6�4� ■ _ -40A T F_ F-30 TE ■■ F -40 WF -32 T .CD I 6 x4,121 X 8' ON N Ir �'ti 3 "0 STEEL C%.. Q IW/BASE 4 G P 1E 112'x6'x6' w - W/2- 5/8'0x6' NELSON STUDS l UPI -' r- - 16 I WF 1 M - ■ ■ ■ ■ I ;r ■ ■ ■ ■ ' L1 ■ ' TOP OF TGS. a 1=Lv. 1' -4" 1 , 1- 11 -I 6 -0 11 6 -4 61-41 .31-11 4 -2 I -4 ' ■ I TTET W N y.. 'q llu� ANIIII III" I X 11' ON r �• WF -32 F-40 — G jI l T I I� 9 I _LF -40 T2 5U J� O T 11 14 - S -5 �2 1 #5a12T X tS ON MARK 11 46 ci �..�" S 7a r S OR CAP FL "l•Y« i 16' X 16' - S 0 7 1A 405 r3 d,+ a" '� x Ok U 5' X 5' CJ I SHOWER DEPR 5S I I. ON X 25' 6 •6 F -40 CJ -40 I ■ 5 O T .A CJ 6 f I 1 F ■ 6 + 5 ■ o ft TOP OF ISOLATED y FTG. UNDER WF FTG. S T L ■■ TE ■■ L 505 � 0 ID it l +o TYPE O _J (TYP) U.O.N. K li_ /��` �. T -' U — —1 F_46 X L.... ■ C L J 401 N UP -32 EL V. = 0'-0' 5' X 16' ! � -' Ln x 405 i T.O. SLAB W I CJ I I I ■ CJ F -40A '- Vx4' -0'x14 of t , T . cry S �' 505 I -t 5 I 4' GONG. SLAB REINFORCED W/ FIBER 1 Mr� "4 *12T X 8' 0" MESH ON e8% WELL COMPACTED FILL. 7 pn F74' L LI (SOIL TERMITE TREATED) F -r 05 612 T 1 .`'. 7. 3 F -- x T771 I in I ■ L�J- m 2 x� +x M tu I :� �2 1 #5a12T X tS ON FTG . REINI (T1'P) ., FOUNDATION PLAN 5C/ALE.- 1/4" I'-01I "1+5 COIgN1 =R BARS 2'- 6'x2' -6' FOO11NG CORNER BAR DETAIL ' -5' lw w' LTE__� MARK 11 REINFORCING ci F S OR CAP FL "l•Y« i 16' X 16' F -40 S ■ 24" X 16' ON X 12' 405 r3 d,+ a" 2 —I CJ 5' X 5' 4 0 5 I SHOWER DEPR 5S ■ ■5 5 ON X 25' 6 •6 F -40 CJ -40 I t- T _LF F I TE ■ 6 + 5 ■ o ft O TYPE ■■ TE ■■ L 505 u TYPE O _J I O T O 6' X 36' 501 L.... � ..-_- I L J 401 N UP -32 11 5' X 16' ! � -' Ln FTG . REINI (T1'P) ., FOUNDATION PLAN 5C/ALE.- 1/4" I'-01I "1+5 COIgN1 =R BARS 2'- 6'x2' -6' FOO11NG CORNER BAR DETAIL ' -5' lw w' LTE__� fiI d, COLUMN TYPE 1 /a i nII CJ MARK 11 REINFORCING 1 F S OR CAP FL T 16' X 16' F -40 S ■ 24" X 16' ON X 12' 405 r3 d,+ a" CONC. COL. CJ 5' X 5' 4 0 5 ■ ■ ■5 5 ON X 25' 6 •6 F -40 CJ O I t- T Io.■ ■ ■ 6 + 5 ■ o ft O TYPE UP-32 L 505 u TYPE O _J I O T O 6' X 36' 501 u HtJ H.P•8'O�c � I 401 -- + UP -32 11 5' X 16' ! � -' Ln x 405 i F -� W I '- 6'x4'- 61X14' I ^, c C4 I� F -40A '- Vx4' -0'x14 of 5 +' 5 505 1 5 •5 -t rt 1 Mr� "4 *12T X 8' 0" F V ■ LI -- 1 .`'. 7. 3 ■ T771 I in I ■ L�J- fiI d, COLUMN TYPE 1 /a i nII CJ © "' uliJ11111111111�1f #11111111100 C�C�C 093 '40710 1 ELv. c: T.O. SLAP I I F -40 L--------- — — NI ■ ■ r.�._.._�..._... —. - -� 2 I I ELV. = -0' 9' T.O. SLAP I I F -36 •r x � 3*5 3*5 3*5 I ■ ■ 10111 14-1 I-IL 1011111 i ■ ■ ■ O J COLUMN TYPE 2 6 -4' -11 CiY � 03 J.H.P. • 8' O.G. � e I -30 F T I 61 61 I �t 24' b •11 16" TYPE 3 COL. 8 I O■ ■ L J c rt �r FLAN NOTES: SOIL STATEMENT 1) SOIL • THIS SITE IS ROCK 4 SAND ADEQUATE TO SUPPORT THE DE516sN LOAD OF 2000 PSF AFTER EXCAVATION 6IGNED 4 SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS )=SEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON 2) ALL CONCRETE FTG'S. MONOLITHIC W / CONCRETE SLAB U.O.N. 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_ON_ ON PLATE 4) DENOTES 8' MASONRY BEARING WELL REINF. W 5 * 40' O.C. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL 4 N' 9 GALV_ LADDER TYPE WORM JOINT REINF. w W16' O.C. FOR ZONES PROVIDE +'S + 32" O.G. ZONES IS DEFINED AS 5' -0" EACH SIDE OF ALL CORNERS. 5) T.E. DENOTES 8' X 8' CONCRETE THICKENED SLAB EDGE W / 1 k 5 BOTT. CONT. (p) 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 989. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK 11 REINFORCING REMARK F S OR CAP FL Q 16' X 16' -40 •3 d' +14' ■ 24" X 16' ON X 12' 405 r3 d,+ a" CONC. COL. 5' X 5' 4 0 5 ■ ■ � ON X 25' 6 •6 03 [:T+ all 3 Jorac, O L SEE DETAIL TE Io.■ ■ ■ 6 + 5 03 C:'+ a" ft O TYPE UP-32 03 L'+ an 505 505 TYPE O _J I O T O 6' X 36' 501 03 CT+ 8' HtJ H.P•8'O�c � 5' X 16' 401 03 C:'+ a' 11 5' X 16' 6 •-1 a 07T 03' RE. UL + 6' Or_ Ln x 405 i W F -46 '- 6'x4'- 61X14' I ^, c F -40A '- Vx4' -0'x14 5 0 5 5 +' 5 505 1 5 •5 -t rt 1 Mr� F V 1 .`'. 7. CJ L�J- m tu I :� F -50 5 ■ 1 05 ° 12 P -40 X I1' ON 1 - 1 ■, II ■■ I I ■ ■ ■■ 0 1� IN -32 1 F..F ELY. = 46 1 I I I ,g I F -40 IU/ WF -24 F-40 © "' uliJ11111111111�1f #11111111100 C�C�C 093 '40710 1 ELv. c: T.O. SLAP I I F -40 L--------- — — NI ■ ■ r.�._.._�..._... —. - -� 2 I I ELV. = -0' 9' T.O. SLAP I I F -36 •r x � 3*5 3*5 3*5 I ■ ■ 10111 14-1 I-IL 1011111 i ■ ■ ■ O J COLUMN TYPE 2 6 -4' -11 CiY � 03 J.H.P. • 8' O.G. � e I -30 F T I 61 61 I �t 24' b •11 16" TYPE 3 COL. 8 I O■ ■ L J c rt �r FLAN NOTES: SOIL STATEMENT 1) SOIL • THIS SITE IS ROCK 4 SAND ADEQUATE TO SUPPORT THE DE516sN LOAD OF 2000 PSF AFTER EXCAVATION 6IGNED 4 SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS )=SEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON 2) ALL CONCRETE FTG'S. MONOLITHIC W / CONCRETE SLAB U.O.N. 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_ON_ ON PLATE 4) DENOTES 8' MASONRY BEARING WELL REINF. W 5 * 40' O.C. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL 4 N' 9 GALV_ LADDER TYPE WORM JOINT REINF. w W16' O.C. FOR ZONES PROVIDE +'S + 32" O.G. ZONES IS DEFINED AS 5' -0" EACH SIDE OF ALL CORNERS. 5) T.E. DENOTES 8' X 8' CONCRETE THICKENED SLAB EDGE W / 1 k 5 BOTT. CONT. (p) 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 989. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE REINFORCING REMARK vERT. OR BASE It S OR CAP FL Q 16' X 16' 40-1 •3 d' +14' _ FULLY G %MTrzD 24" X 16' ON X 12' 405 r3 d,+ a" CONC. COL. 5' X 5' 4 0 5 03 L'+ 8' 144J W P *S'O.0 p ON X 25' 6 •6 03 [:T+ all 3 Jorac, O T54'x4'x5AI6' SEE DETAIL SEE DETAIL ® TYPE 0 6 + 5 03 C:'+ a" ft O TYPE F 4 03 L'+ an 505 505 TYPE O aS • 6 03 E'+ 8. F50 O 6' X 36' 501 03 CT+ 8' HtJ H.P•8'O�c � 5' X 16' 401 03 C:'+ a' 11 5' X 16' 6 •-1 a 07T 03' RE. UL + 6' Or_ '- 61x3'- 6'x12' .Al' lc : Fed. G.1.. Q'caJ, �� �/ /, wl 4 /!f FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARK 13077 TOP LW bW LW bW WF 24 24" X 16' 3 " 5 04 +36' W WF -16 16" X 12' 2 05 --- j WF -32 32' X 16" 405 +4 w 24' F 30 3' X 3' X 12" 405 4 "5 ft Q F 4 41 X41 X14' 505 505 b 0 5.5 F50 DIX5'X14' 6.5 ON 05 6 *5 6 *5 � TE 8 "X8' 1�5 F -36 '- 61x3'- 6'x12' 405 405 i W F -46 '- 6'x4'- 61X14' 5 1' 5 5 5 c F -40A '- Vx4' -0'x14 5 0 5 5 +' 5 505 1 5 •5 SOIL TEPtMH`E STA 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 PRECONSTRUCTION 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 T ATM NT FO T1-IE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT J 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 i DATE: 02 -13 -01 DRAWN: ALEX P - A.P - J.P CHECKED: A.f' PROJI. NO: 20061-5052 i 2. 3. I RE E R IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA SDC: BUILDING DEPT. COMMENTS j DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES CAS PER 84409.13.5 CC: COORDINATION CHANGES F15C 2004) AB: AS r BUILT .;. 12' 12' 1/2" 9' 1/2 2' 8' 2' • • N • • ♦Y BASE PLATE 1/8' CAP PLATE 1/8' W/4 -3/4' diax 8' A 301 W/4 -3/4' d1ax 5' HPAD3 =D AJ5. N3 =1-50N STU05. COLUMN. AT coNCF;MT1= 5mr=ms PRovm T5 4 X 4 X 5/16 GAP PLATS= 5/8'x8'xV W /4. 5/8'#x6' CONC. FILLED NEL50N STU 05. RAP `E�I$I�II� E AP.P .OVAL CJPO`LD ELLOL+; As S a Aj (D2 7s t ANGEL MILANES, AIA AR- 0015545 S-1 W U W j ft Q fj) aa: O W LL � � Q i W c I W 1 Mr� V 1 .`'. 7. i DATE: 02 -13 -01 DRAWN: ALEX P - A.P - J.P CHECKED: A.f' PROJI. NO: 20061-5052 i 2. 3. I RE E R IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA SDC: BUILDING DEPT. COMMENTS j DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES CAS PER 84409.13.5 CC: COORDINATION CHANGES F15C 2004) AB: AS r BUILT .;. 12' 12' 1/2" 9' 1/2 2' 8' 2' • • N • • ♦Y BASE PLATE 1/8' CAP PLATE 1/8' W/4 -3/4' diax 8' A 301 W/4 -3/4' d1ax 5' HPAD3 =D AJ5. N3 =1-50N STU05. COLUMN. AT coNCF;MT1= 5mr=ms PRovm T5 4 X 4 X 5/16 GAP PLATS= 5/8'x8'xV W /4. 5/8'#x6' CONC. FILLED NEL50N STU 05. RAP `E�I$I�II� E AP.P .OVAL CJPO`LD ELLOL+; As S a Aj (D2 7s t ANGEL MILANES, AIA AR- 0015545 S-1