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DETAIL A- A <br />8'X16' CONCRETE COLUMN <br />WITH (2) #5 REBAR FROM <br />FOOTER TO LINTEL BLOCK <br />STANDARD 90 DEGREE BEND <br />WITH 25' LAP MINIMUM <br />DETAIL B- B <br />4' CONCRETE SLAB W/ 6X6 <br />MINI 3000 PSOIR CONCRE MRSH" <br />ACI 90 STANDAI <br />HOOK —EMBED 6' <br />L3 <br />w <br />Z <br />� <br />Of <br />0 <br />LL <br />z <br />a <br />a <br />W <br />J <br />W <br />J <br />W <br />W <br />i <br />#5 VERTICAL WALL REINFORCING <br />IN GROUTED CELL <br />BOND BEAM W/(1) #5 REBAR <br />8'X8'X16' CMU TYP <br />DECORIATIVE CEMENTUOUS <br />FINIS <br />4'X4' INSPECTION POR <br />FILLED CELL AT EACH FILLED CELL <br />TYPICAL <br />NOTE: EXTEND <br />DECO FINISH 4' TO 6' <br />BELOW GRADE <br />25$EM1 oW NERTP & HORIZaREINFORCING �~ <br />GRADE <br />CONCRETE FOOTING <br />REINFORCING REBAR <br />,SEE FOUNDATION PLAN) <br />—1S' PKIN LAP I— <br />MASONRY WALL <br />FILLED CELL DETAIL <br />`IT BEAMOREINFORCING�BAR <br />24"X24"X24" CONCRETE FOOTER WITH a DOWEL —LAPPED WITH <br />(8) #5 REBAR REINF MAT J WALL REINFORCING <br />REBAR DETAIL NS CORNER REBAR <br />GROUTED CELL <br />PIER FO O TER DETAIL NOTEo ALL LAPS SHALL BE 25' MINIMUM <br />CORNER DETAIL - BOND BEAM <br />AND WALL REINFORCEMENT <br />PING <br />_ IN CORNER <br />(U z <br />'x: <br />20'H X 2212'W55 MONOLITHIC SLAB <br />KNT3'(CHAIRSRYBAPR CONT. <br />TYPICAL <br />FOOTING <br />CORNER DETAIL - FOOTINC AND <br />FOUNDATION WALL REINFORCEMENT <br />I <br />N <br />TYPE 'S' MORTAR <br />#5 VERTICAL WALL REINFORCING <br />IN GROUTED CELL <br />MIN OVERLAP 25' <br />STANDARD 90 DEGREE BEND <br />WITH 25' LAP MINIMUM <br />MONOLYTHIC <br />DETAIL E-E <br />F.F. <br />4'CONwCRRET SLABB�W/ 6X6 <br />J&03000 FP C�NICRETESH' <br />6 MIL VAPOR BARRIER <br />CC&MPACTEMD ATO E95%OMODIFIED <br />PROCTOR ASTM D1557) <br />TERMITE TREATED <br />BOTTOM OF FOOTER SHALL <br />BE 12' BELOW CCGRADE <br />ON 3 S CHAIRS TOYP. <br />a <br />8'X8'X16' CMU TYP, WITH <br />#5 VERTICAL WALL REINFORCING <br />IN GROUTED CELL <br />MIN OVERLAP 25' <br />(2) #5 CONT. ON 3' <br />CHAIRS (TYP.) <br />r-4'-4'-1 <br />TYPICAL INTERIOR <br />DETAIL D- D <br />- - <br />IW.W.F <br />BERMESH <br />TYPICAL DROPPED SLAB <br />DETAIL C- C <br />OR FIBERMESH <br />N <br />WALL <br />NOTE. g INDICATES 1-#5 REBAR IN FILLED CELL FROM <br />F❑CC❑TINEEGDD T❑ LINTEL <br />ANDADOORA0PENINGS ID 6' OC AMAXIMUM OTHERWISE, <br />SEE F❑❑TING DETAIL <br />FLOOR PLAN <br />TERMITE PREVENTION NOTES: <br />1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER <br />AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE <br />PROVIDED. THE SIGN SHALLL BE POSTED NEAR THE WATER HEATER <br />ELECTRICAL PANEL FBC 104.26 <br />2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL <br />COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM. <br />EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES <br />APPLIED DIRECTLY TO FOUNDATION. <br />3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL <br />EXCAVATION AND BACK FILL IS FINISHED. <br />4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE <br />RE —TREATED, INCLUDING SPACES BOXED OR FORMED. <br />5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT <br />INSTALLATION OF TRAPS ETC, SHALL BE MADE IN PERMANENT <br />gMgEDDTAL ORTTPLASTIC LLLLFOEERWS. PERMANENT FORMS MUST BE OF A SIZE <br />AF%PTTHEHTREATMENTLIMINATE THE DISTURBANCE OF SOIL <br />S. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT <br />AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF <br />RAINFALL.ETTECOVERPOUR BEFORE <br />MORTOR ALONG ETHE FOUNDATION <br />PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT. <br />8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION <br />TREATMENT. <br />9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL <br />BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED <br />BUILDING. <br />10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST <br />BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS <br />INCLUDES ALL GRADE STAKES TIB TRAP BOXES, FORMS, OTHER <br />CELLULOSE CON AIMING MATEt�IAL. <br />11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE <br />gBgUILQpDING DEPARTMENT BY A LICENSED PEST COENTROL COMPANY <br />CERTIiFICATEE OF COMPLIANCE SHALL CSTATE THE ISSUED. THE <br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF <br />ACC0RDANCEAVITHRTHE RULES AND LAW OF THE FLORIDANDEPT. <br />OF AGRICULTURE AND CONSUMER SERVICE. <br />I hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />