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#5 VERTICAL WALL REINFORCING JINN GROUTED CELL BOND BEAM W/(1) #5 REBAR FILLED CELL 5 DOWEL ACI STANDARD HOOK MDED 10" MIN LAP 25 MIN W/ VERT. & HORIZ. REINFORCING CONCRETE FOOTING REINFORCING REBAR (SEE FOUNDATION PLAN) MASONRY WALL FILLED CELL DETAIL (1)#5 REROD IN GROUTED CELL LOCATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PS1) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6' WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 16"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH BOTT50M OFR�OOTERDS NSHALLUBEO12'CFROM GRADE TYPICAL MO NOLYTHIC FOOTING DETAIL TERMITE PREVENTION NOTES: COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE—INSP AND TREATMENT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM. EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATION 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 INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE TREATMENT. 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. 7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXYERIOR 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 MATENIAL. 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. z J I N� 2'— 6' NOTE: ■ INDICATES 1— 5 REBAR IN FILLED CELL FROM FOOTING TO LINTEL. LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS 6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS 21'-4" 21'-4" FRONT VIEW DOOR DETAIL G.C. TO CONFIRM OPENING SIZE FOR DOGGIE DOOR WITH OWNER EDGE OF FOOTING 1-#5 DOWEL IN CORNER 25" LAP MIN. CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT #5 DOWEL HORIZ. REBAR BEAM REINFORCING . ■■ 011 1 r ■ •'11 Ln N VA 5 CORNER REBAR S OUTED CELL 1 NOTE: ALL LAPS SHALL BE 25" MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT 21'-4" -1 �t- 32"X32" 321PX32 ' Mr------- --------------------- ---------- I O DATUM 1 1 I I - DATUM 0-0 4" CONCRETE (3000PS% WITH 6X6 MESH ON 6 MIL P LY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED #10 I� I 1 I I ®j FIBERMESH CAN BE SUBSTITUED I �1 I 32"X32 j ° EXPANSIONJOIST 0 I 1 3" DRAIN 3" DRAIN 1 I _ N I 4" CONCRETE { SLAB04 j q- I I a_ I I �� I I q- j I o- I I o= I I o= I I o� I j 00 cJn\ I I =--j u00 Ji\ �\ cJn\ I I 3 I. I I I I j � I —6„ I I ,-2„ I 1 ,-2 , 1 I ,-6„ t A I I I I L__ __J 1__ __ _ _1 L__ __J (4)PET DOOR 9.75"X17" 16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH - #5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL %.% `,o W T E � !�/ �o ........ oti No 53608 '• " i STe vv. _ 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 21'-4" 12" W (X1)6"H MONOLITHIC FOOTINGS WITH 2 EACH OTT5//0M 'OFOFOOTERDS NSHA OUBEO 2„CFROM GR DEAL 00 32"X32" 00 d- ')"UNDATION PLAN FRONT VIEW DETAIL A - A NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION OF KENNELS, CHAIN LINK FENCING MAY BE SUBSTITUTED. IF CHAIN LINK FENCE IS USED THE FOOTERS FOR BLOCK WALLS MAY BE REMOVED FROM FOUNDATION PLAN.