Loading...
07-43-021FTC $. REINI, (TYP) FOUNDATION PLAN 5G14LE: 1/4' : P -0° CORNER k" 21- 614' -6' �o. FOOTNG CORNER BAR DETAM COLLTW (6) COLUMN(7) TYPE © , +3 J.N.P. * a' D.G. 'l ID TYPE 3 COL. 0 c 1.1 1 BASE PLATE -I/&' W/4 -3/4' dlax 8' A 301 HEADED A$. c FLAN NOTES: SOIL STATEMENT 1) SOIL * THIS SITE IS ROCK 4 SAND ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF AFTER EXCAVATION SIGNED t SEALED LETTER WILL BE SUBMITTED BY 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, 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 t N' 9 GALV. LADDER TYPE HORIZ JOINT R=-INF. * Iro" O.G. FOR ZONE05 PROVIDE 05 * 32" O.C. X@NE® IS DEFINED AS 5' -0' EACH SIDE OF ALL CORNERS. 5) T.E. DENOTES a' X 8' CONCRETE THICKENED SLAB EDGE W / 1 + 5 BOTT. CONT. ro) 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 155% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY COLUMN SCHEDULE MARK SIZE REINFORCING REMARK OR 15ASE It TIES OR GAP FL 1O I& ' X 16" 40-1 •3 ET *14' MA& COL. IR,ILLY GROUTED Q 8' X 12 ` 405 •3 ET• S. C X4a COL. 8' X a" 4 + 5 03 El• a' HtJ H.P *6'O.0 O 0' X 28' 608 03 d'• a" 3 J *8"OrC, 5 T54'x4 "x5/116' SEE DETAIL SEE DETAIL ® TYPE 0 6 + 5 03 d'* 8' O TYPE 0 1005 03 ['* a' S +5 8 TYPE 8 +6 •3d'•8' F50 5'X5'X14' 8" x 36" 8 + 1 03 H tJ H.P *8'a�c ( � 8" X 16' 4 • 1 03 d'* as 11 8' X 16', +1 a• *3'E.W. I5AL. * b' OTC. '- 6'x3' - 6'x12' NOTE: FOR COL. 10 ADJ TO FILLED BLOCK .S PROVIDE INTERLOCKING A FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARK 50TT TOP LW 5W LW 5W WP 24 24' X 16' 3 + 5 +4 *36' WF -16 16" X 12' 2 *5 - -- WI=-32 32' X 16' 465 +4 * 24" F30 31X31X12' 4 +5 4 +5 i =40 4' X 4' X 14' S +5 5 +5 5 +5 5 +5 F50 5'X5'X14' 6 +5 6 +5 6 +5 6 +5 T a, X V 1 +5 F -36 '- 6'x3' - 6'x12' 405 405 F -46 '- 6'x4'- 6'x14' 5 •5 505 F -40A 1- 0'x4' -0'x14 5+ 5 5+ 5 5+ 5 5+ 5 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 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 CAS PER 84409.13.5 FBC 2004) I LII COLUMN. 0 TS4X4X5/16 CONC. FILLED CAP PLATE VS" W/4 -3/4' dlax 5' NELSON 5TUP5. AT CONCRETE SEEMS PROVIDE CAP PLATE 5/8'x8'x8' W /4. 518'#x6' NELSON STUDS, iA ❑ • e, • 4 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 777 W U Z W C p zc W CC W DL 0 m 2 W ^ I W V W. BASE t CAP IE 5/8' W/4 -5/8' dlax 6' NELSON 5TUD5. COLUMN. 12 TS3x3x1/4 y DATE: 02 -13 -01 DRAWN: ALEX P - AP - J.P CHECKED: AP PROJ. NO: 20061-5052 AOro- 10-01 J.P_ 2, 3. 4. BDC: BUILDING DEPT. COMMENTS CC: COORDINATION, CHANGES AB: „� : Bl'I; '-o r4 RAC` N AFTER APPROVAL r r Pr —;)7n, 't i 0 6 -�91 Lt h' Lb0 • E'LC -A,IA }'j"AR= 008717f"f ANGEL MILANES, AIA AR- 0015845 S -1 OF i 41717--- t' . BASE t CAP IE 5/8' W/4 -5/8' dlax 6' NELSON 5TUD5. COLUMN. 12 TS3x3x1/4 y DATE: 02 -13 -01 DRAWN: ALEX P - AP - J.P CHECKED: AP PROJ. NO: 20061-5052 AOro- 10-01 J.P_ 2, 3. 4. BDC: BUILDING DEPT. COMMENTS CC: COORDINATION, CHANGES AB: „� : Bl'I; '-o r4 RAC` N AFTER APPROVAL r r Pr —;)7n, 't i 0 6 -�91 Lt h' Lb0 • E'LC -A,IA }'j"AR= 008717f"f ANGEL MILANES, AIA AR- 0015845 S -1 OF i