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DETAIL A- A 8'X16' CONCRETE COLUMN WITH (2) #5 REBAR FROM FOOTER TO LINTEL BLOCK STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM DETAIL B- B 4' CONCRETE SLAB W/ 6X6 10/10 WWF OR "FIBERMESH" MIN 3000 PSI CONCRETE ' 24"X24"X24" CONCRETE FOOTER WITH (8) #5 REBAR REINF MAT I � REBAR DETAIL PIER POUTER DETAIL CORNER DETAIL - FOOTING AND CORNER DETAIL - BOND BEAM FOUNDATION WALL REINFORCEMENT AND WALL REINFORCEMENT ACI 90 STANDARD HOOK -EMBED 6' = J L7 Z Ld tU 0 Z 0 w J w J w w Z 62' #5 VERTICAL WALL REINF❑RCING IN GROUTED CELL TYPE 'S' MORTAR '—BOND BEAM W/(1) #5 REBAR 8'X8'X16' CMU TYP, DEC❑RATIVE CEMENTU❑US FINISH #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' 4'X4' INSPECTION PORT FILLED CELL AT EACH FILLED CELL TYPICAL NOTE+ EXTEND DECO FINISH 4' TO 6' L STANDARD 90 DEGREE BEND BELOW GRADE `WITH 25' LAP MINIMUM #5 DOWEL ACI STANDARD HOOK E EN0W%IVT& H❑RIZ, REINFORCING CONCRETE F❑OTING REINFORCING REBAR :SEE FOUNDATI❑N PLAN) —1 25' MIN LAP j� MASONRY WALL FILLED CELL DETAIL f ING _ IN CORNER 22�//0II'H X 221))2'##W55 MONOLITHIC SLAB ❑NT3'(CHAIRSRTYPR CONT, 1 TYPICAL MONOLYTHIC FOOTING DETAIL E-E #5 DOWEL HORIZ. REBAR z BEAM REINFORCING z J E DOWEL—LAPPED WITH WALL REINFORCING \`#5 CORNER REBAR 1 GROUTED CELL 1 NOTEi ALL LAPS SHALL BE 25' MINIMUM F.F. 4' CONCRETE SLAB W/ MIN 3000 PSIRC❑NCRETESH6 C6 MIL � ED VAPOR BARRIER CC❑MPACTT❑ E95- ❑61FIED PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE (2) #5 REBAR CONT, ON 3' CHAIRS TYP. a 8'XB'X16' CMU TYP, WITH #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' (2) #5 CONT. ON 3' CHAIRS (TYP.) �_'/-4'_l TYPICAL INTERIOR DETAIL D-D W.W,F �BERMESH TYPICAL DROPPED SLAB DETAIL C- C 6 x 6 W,W.F OR FIBERMESH N WALL ft 0 I a--1 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P,E, #53608 NOTE. ■❑ INDICATES 1—#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS, 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL FLOOR PLAN IERMITE PREVENTI❑N N❑TESL 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTION, C❑RRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED, 4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE —TREATED, INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT &M&EDTDEAEPLP MOHRTTPgLqTATSTTwIIICLLFOERShiSEP&MANENTBFORMS MUSTPBEMOFEATSIZE AF%E TTHEHTREATRENTLIMINATE THE DISTURBANCE OF SOIL 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF OCTECEORADPANGT7,CNREOVRPUNMORTGR LOHE F❑UNDATI❑N PERIMETER MUST BE REMOVED BEFORE EXYERI❑R SOIL TREATMENT. 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT, 9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 10, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES TIB TRAP BOXES, FORMS, OTHER CELLULOSE CONTAINING MATERIAL. 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICE,