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07-43-023L 1piu_ SIZE REMFORCIN ES REMARK VERT. OR BASE iL .x � o 16" X 16' 4 0 1 I F L S' X 12' O D% F. F. ELY. CONC. COI.. .� F -46 ELV. = 0' -(0' fL 0 o 03 [:'* ON HtJ wr,o8'o.G D 8' X 28' Q I 7 71 T54'x4'x5AIro- SEE DETAIL N I 3 - 151 -4' / h v 0 4' CONC. SLAB REINFORCED W/ FIBER c3a% F -40 TYPE O 10 0!5 03 d'* a' MESH ON WELL COMPACTED FILL. '6 L — - — I U'N U O F -- 8' X 36 � O � *3 d,• OR ■■ rt ■ ■■ 4111 93 ET's a' �6 1 0 5 i ■ ■ 2' -0v 1 I '- h "x4'- &'x14' 5 0 5 v -40A F -40A '- 0'x4' -0'x14 5 0 5 5 05 F_� 5 0 5 �'73 O 6 I� 04a12T Q) d) ■ ■ ■ ■ I ITTIm w ■ Q) n I L X8'0" u��a) Q) in I __L__ �%_ 0,2 Q) F -40 WF- 24 � SLP. -1' I 9 ' m -4 rt ■ X C14 3'0 STEEL COL. n a W/BASE t CAP It- 112 x6 " xro 3 I w W/2 - 5/8' +x6' NELSON STUDS SHOWER DEP 16 cla C14 12 T ■ IL Q)) W_ �) mooV", �3 - X11'0` I F F F -30 I -1 -6 �wuo 07 00� �? Q -i P-40 A N � � ■ ■ TE F -40 G GJ v o O 6 �. UJF -24 - MO - ' I ■. I L f L TOP OF ISOLATED J n -ouol) N y Q)� �6 !) o��o 3) •- o U L Q) u > o Q) — V/ L z�or) (D ��I FTG. UNDER U.F FTG, (TYP) U.O.N. T I I N CJ w t- II "5 *12T X il' OR yr -LF -40 O ?� WF -24 � 8' -5' `4' i' -6' 9' -6" 1' -Fa' " WF -fro -16 I .V� WF i a. �Q " cC4 04 * 12 T X 8' ON I -46 N a � L ■ I �TE—] u1 o WF -24 1piu_ SIZE REMFORCIN ES REMARK VERT. OR BASE iL .x 10 16" X 16' 4 0 1 I F L S' X 12' 4 0 5 F. F. ELY. CONC. COI.. .� F -46 ELV. = 0' -(0' fL 0 o 03 [:'* ON HtJ wr,o8'o.G D 8' X 28' Q I 7 71 T54'x4'x5AIro- SEE DETAIL N I 3 F -40►/ / WF -24 J 4' CONC. SLAB REINFORCED W/ FIBER c3a% F -40 TYPE O 10 0!5 03 d'* a' MESH ON WELL COMPACTED FILL. 1j i L — - — I U'N U O F -- 8' X 36 60-1 *3 d,• OR ■■ rt ■ ■■ 4111 93 ET's a' 1 0 5 i ■ ■ 2' -0v 1 I '- h "x4'- &'x14' 5 0 5 5 0 5 (u_° n' y - g 9) F -40A '- 0'x4' -0'x14 5 0 5 5 05 5 0 5 5 0 5 �'73 I� 04a12T d rn� X8'0" M z �+ W SLP. -1' SHOWER DEP SS ■ Q)) W_ �) �F -40 F F F -30 I -1 F- �wuo 07 TE- ��� Q 0 I ■ ■ TE ■ ■ v o O 6 UJF -24 - u� = I L f L J o[Llm? J _ �u T O N El 11ml ■ I i I I 7T77m-17 -cj- rn9Qj ss L) - � o °sue o� Q) "6 O I � L I Q) L `� " `i M5 !T, 0 z J)- FC)UNDA.TION PLAN SCALE: 1/4" = V-011 r ^ 0 m z�° U FTG . REINF. m U � V n .(Y— (TYP) N O ILI C 3 � o2 -0 w a 05 CORNIER 0 3 BARS 2'- rWx2' -b' 0 U i�'`° r_ FOOTING CORNER BAR DETAIL o O u O �w U O_ [A �o 8' -5' `4' i' -6' 9' -6" 1' -Fa' " WF -fro -16 I .V� WF i a. �Q " cC4 04 * 12 T X 8' ON I -46 N a � L ■ I �TE—] u1 o WF -24 CJ CJ 3 3 F -40 CJ I 'o 5 t- I— - I .o I L 3 U o I, r- I I ELV. - -0' -1' TOP OF TGS. * ELV. V -4' 61 -4' 9,' -4" 31 -1' 4' -2' 1' -4 F 30 F --1 -40 111111101 ■ ■ 1 jjm� ■ ■ ■ ■ 0 L _J TE to ■■ N WF -24 �, � I O F7 rr X F ■ I 5 O I* CJ ■ L�J - m F -50 5 ■ rt " 4 12 � F-40 x8'0" iY i 1 w w 1 MARK SIZE REMFORCIN ES REMARK VERT. OR BASE iL .x 10 16" X 16' 4 0 1 I F L S' X 12' 4 0 5 F. F. ELY. CONC. COI.. .� F -46 ELV. = 0' -(0' C 03 [:'* ON HtJ wr,o8'o.G T.O. SLAB 8' X 28' I I 7 71 T54'x4'x5AIro- SEE DETAIL N I 3 F -40►/ / WF -24 J 4' CONC. SLAB REINFORCED W/ FIBER c3a% F -40 TYPE O 10 0!5 03 d'* a' MESH ON WELL COMPACTED FILL. 1j i L — - — I F — — - (SOIL TERMITE TREATED) F -- 8' X 36 CJ CJ 3 3 F -40 CJ I 'o 5 t- I— - I .o I L 3 U o I, r- I I ELV. - -0' -1' TOP OF TGS. * ELV. V -4' 61 -4' 9,' -4" 31 -1' 4' -2' 1' -4 F 30 F --1 -40 111111101 ■ ■ 1 jjm� ■ ■ ■ ■ 0 L _J TE to ■■ N WF -24 �, � I O F7 rr X F ■ I 5 O I* CJ ■ L�J - m F -50 5 ■ rt " 4 12 � F-40 x8'0" iY i 1 w w 1 T.O. SLAP I P -40 22 + I L--- - - - - -- — 2 C-- �— —� ■ _ ,�. I N � ■ ■ I ■ ■ S F -40 ( r- ..- - ..._...._. _.... _ 2 L J 2. F TD� I T O I 77 ELY. _ -0' S T.O. SLAP I rt I"i" 1-6' 2' -10"_ ■ I I *4 *12T x s' ON ■ a L — __ " X �L-24 2 0 3*5 305 3#5 3"5 I ■ I ■ ■ w ■ III 111ml ■ 11 1-1-H Iml IM1111 ■ ■ ■ ■ ■ I -' L — J 8' -5" 6' -4' 7 -1' 5' -0" '12' -2' \1" WALL ZONE TYP. ALL CORNERS V a, co COLUMN TYPE 1 COLUIVIN TYPE 2 03 J.H.P. * 8' O.G. m� 24' 16" TYPE 3 COL. 6 rt 12' 1/2" N �p PLAN NOTES: SOIL STATEMENT 1) SOIL * THIS SITE 15 ROCK t SAND ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF AFTER EXCAVATION SIGNED t SEALED LETTER WILL BE SUBMITTED 15Y THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN 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.ON. IN PLAN 3) PLACE ALL CONCRETE SLABS OVER 8 MIL. VAPOR _ BARRIER OVER TERMITE TREATED, GLEAN t WELL COMPACTED FILL TOP OF ISOLATED FOOTING UNDER WALL FTG. TYP. U.ON. ON PLATE 4)►' DENOTES S' MASONRY BEARING WELL REINF. W 5 * 40' O.G. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL t N' S GALV. LADDER TYPE HORIZ JOINT REINF. * 1ro" O.G. FOR zONE@PROVIDE "5 * 32' O.G. zONEQ 1S DEI =INED AS 5' -0' EACH SIDE or-ALL CORNERS. 5) T.E. DENOTES 8' X S' CONCRETE THICKENED SLAB EDGE W / 1 0 5 BOTT. CONT. 6) 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 g8i. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE REMFORCIN ES REMARK VERT. OR BASE iL I 10 16" X 16' 4 0 1 I MAS. COL. HILLY GROUTED O S' X 12' 4 0 5 F. F. ELY. CONC. COI.. 30 8' x a- 405 03 [:'* ON HtJ wr,o8'o.G N 8' X 28' 6 0 8 t 7 71 4015 T54'x4'x5AIro- SEE DETAIL N I 1J 30 F -40►/ / WF -24 J F -40 TYPE O 10 0!5 03 d'* a' 5+'S 1j i TYPE O a@& -30 50 � 8' X 36 60-1 *3 d,• OR ■■ rt ■ ■■ 4111 93 ET's a' 1 0 5 ■ ■ ;f ■ ■ 2' -0v 1 I_46 '- h "x4'- &'x14' 5 0 5 5 0 5 F -40A '- 0'x4' -0'x14 5 0 5 5 05 5 0 5 T.O. SLAP I P -40 22 + I L--- - - - - -- — 2 C-- �— —� ■ _ ,�. I N � ■ ■ I ■ ■ S F -40 ( r- ..- - ..._...._. _.... _ 2 L J 2. F TD� I T O I 77 ELY. _ -0' S T.O. SLAP I rt I"i" 1-6' 2' -10"_ ■ I I *4 *12T x s' ON ■ a L — __ " X �L-24 2 0 3*5 305 3#5 3"5 I ■ I ■ ■ w ■ III 111ml ■ 11 1-1-H Iml IM1111 ■ ■ ■ ■ ■ I -' L — J 8' -5" 6' -4' 7 -1' 5' -0" '12' -2' \1" WALL ZONE TYP. ALL CORNERS V a, co COLUMN TYPE 1 COLUIVIN TYPE 2 03 J.H.P. * 8' O.G. m� 24' 16" TYPE 3 COL. 6 rt 12' 1/2" N �p PLAN NOTES: SOIL STATEMENT 1) SOIL * THIS SITE 15 ROCK t SAND ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF AFTER EXCAVATION SIGNED t SEALED LETTER WILL BE SUBMITTED 15Y THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN 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.ON. IN PLAN 3) PLACE ALL CONCRETE SLABS OVER 8 MIL. VAPOR _ BARRIER OVER TERMITE TREATED, GLEAN t WELL COMPACTED FILL TOP OF ISOLATED FOOTING UNDER WALL FTG. TYP. U.ON. ON PLATE 4)►' DENOTES S' MASONRY BEARING WELL REINF. W 5 * 40' O.G. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL t N' S GALV. LADDER TYPE HORIZ JOINT REINF. * 1ro" O.G. FOR zONE@PROVIDE "5 * 32' O.G. zONEQ 1S DEI =INED AS 5' -0' EACH SIDE or-ALL CORNERS. 5) T.E. DENOTES 8' X S' CONCRETE THICKENED SLAB EDGE W / 1 0 5 BOTT. CONT. 6) 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 g8i. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE REMFORCIN ES REMARK VERT. OR BASE iL I 10 16" X 16' 4 0 1 I MAS. COL. HILLY GROUTED T.O. SLAP I P -40 22 + I L--- - - - - -- — 2 C-- �— —� ■ _ ,�. I N � ■ ■ I ■ ■ S F -40 ( r- ..- - ..._...._. _.... _ 2 L J 2. F TD� I T O I 77 ELY. _ -0' S T.O. SLAP I rt I"i" 1-6' 2' -10"_ ■ I I *4 *12T x s' ON ■ a L — __ " X �L-24 2 0 3*5 305 3#5 3"5 I ■ I ■ ■ w ■ III 111ml ■ 11 1-1-H Iml IM1111 ■ ■ ■ ■ ■ I -' L — J 8' -5" 6' -4' 7 -1' 5' -0" '12' -2' \1" WALL ZONE TYP. ALL CORNERS V a, co COLUMN TYPE 1 COLUIVIN TYPE 2 03 J.H.P. * 8' O.G. m� 24' 16" TYPE 3 COL. 6 rt 12' 1/2" N �p PLAN NOTES: SOIL STATEMENT 1) SOIL * THIS SITE 15 ROCK t SAND ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF AFTER EXCAVATION SIGNED t SEALED LETTER WILL BE SUBMITTED 15Y THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN 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.ON. IN PLAN 3) PLACE ALL CONCRETE SLABS OVER 8 MIL. VAPOR _ BARRIER OVER TERMITE TREATED, GLEAN t WELL COMPACTED FILL TOP OF ISOLATED FOOTING UNDER WALL FTG. TYP. U.ON. ON PLATE 4)►' DENOTES S' MASONRY BEARING WELL REINF. W 5 * 40' O.G. MAX. VERTICAL BARS IN FULLY GROUTED BLOCK CELL t N' S GALV. LADDER TYPE HORIZ JOINT REINF. * 1ro" O.G. FOR zONE@PROVIDE "5 * 32' O.G. zONEQ 1S DEI =INED AS 5' -0' EACH SIDE or-ALL CORNERS. 5) T.E. DENOTES 8' X S' CONCRETE THICKENED SLAB EDGE W / 1 0 5 BOTT. CONT. 6) 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 g8i. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE REMFORCIN ES REMARK VERT. OR BASE iL OR CAP FL 10 16" X 16' 4 0 1 03 E:' *14' MAS. COL. HILLY GROUTED O S' X 12' 4 0 5 03 El* a' CONC. COI.. 30 8' x a- 405 03 [:'* ON HtJ wr,o8'o.G 8' X 28' 6 0 8 03 E TO a' 32' X 16' 4015 T54'x4'x5AIro- SEE DETAIL SEE DETAIL 1J 30 TYPE O 6 0 5 03 E �,* ON O TYPE O 10 0!5 03 d'* a' 5+'S 8 TYPE O a@& 03 ET* as 50 � 8' X 36 60-1 *3 d,• OR HtJ HP *8'O�C L/ to x 16' 4111 93 ET's a' FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARK 150TT TOP LW SW LW SW UJF 24 24' X 16" 3 0 5 *4036' WF -16 16' X 12' 2 0 5 - -- G WF -32 32' X 16' 4015 4* 24' 1J 30 3' X 3' X 12' 4 0 5 405 l 040 4'X4'X14" 5+'S 505 5.5 505 50 51 X5'X14' 605 605 6.5 605 T E 8' X S' 1 0 5 0 -36 '- h 'x3'- 6'x12' 405 4 0 5 I_46 '- h "x4'- &'x14' 5 0 5 5 0 5 F -40A '- 0'x4' -0'x14 5 0 5 5 05 5 0 5 5 0 5 SOIL TERMITE 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 TEi- MITES. 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 R440S.13.5 FBC 2004) BASE PLATE 5/8' CAP PLATE 1116' W /4 -5/8' dr.x s' A 301 W/4 -5/8' dr.x 6" HEADED A$. NEL50N STUDS. COLUMN. AT CONCRETE SEEMS PROVIDE TS 4 X 4 X 5166 CAP PLATE 5 /S'x8'x8' W 14. 518'+x6' GONG. FILLED NELSON STUDS. 4 v V {"I i Y W • V Y i U V V i Y• y y Y • u V V Y •Vpu YWW Y G - S N y V Y 4 V V W y V Y G J l V 5url Building D;"1iii1"i 7 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 U z W 0 U) W a o w aj a GL 0 U) c©o J w Z) 0 IF~ [ �.I r° Y DATE: 02 -13 -01 DRAWN: ALEX P - AP - JP CHECKED: AP PROJ. N0: 2006L80!22 1. 2. 3. BDC: BUILDING DEPT. COMMENTS CC: COORDINATION CHANGES AB: AS-- BUILT ;4 -,w RAP :'REVISIOi AM APPROVAL LEOP6LDO1,,RELL0N,' , AIA AR- 0O873i' Y ANGEL MILANES, AIA AR- 0015845 V r ,