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I __ 11 L1 1 1 <br />,fl,5' VERTICAL WALL REINFORCING <br />ACI 90 STANDARD GROUTED CELL <br />HOOK —EMBED 6" 1 -BOND BEAM W/(1) #5 REBAR <br />,. <br />T J <br />V <br />w FILLED CELL <br />N <br />O <br />O <br />t= <br />Q <br />J <br />Ld 5 DOWEL ACI STANDARD HOOK <br />LiMPED 10" MIN LAP <br />�w Z 25 MIN W/ VERT. & HORIZ. REINFORCING <br />to <br />N <br />i'".,•: CONCRETE FOOTING <br />REINFORCING REBAR <br />(SEE FOUNDATION PLAN) <br />25" MIN LAP <br />MASONRY WALL <br />FILLED CELL DETAIL <br />(1)#5 REROD IN GROUTED CELL <br />LOCATED PER PLAN <br />25" DOWEL LAP MINIMUM <br />4" CONCRETE (3000PS1) WITH #10 <br />6X6 MESH ON 6 MIL POLY <br />VAPOR BARRIER OVER CLEAN <br />COMPACTED POISON TREATED <br />SOIL. VAPOR BARRIOR <br />MATERIAL TO BE LAPPED <br />6' WITH SEAMS TAPED <br />FIBERMESH CAN BE SUBSTITUED <br />1##((6"HXX1 )2"W MONOLITHIC FOOTINGS WITH 2 EACH <br />BOTT5/0M "OFRFOOTERNSHALLLUBE012"CFROM G ADEAL <br />TYPICAL MO NO L YTHIC <br />FOOTING DETAIL <br />TERMITE PREVENTION NOTES: <br />COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING <br />1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER <br />AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE <br />PROVIDED. THE SIGN SHALL 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 />METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE <br />& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL <br />AFTER THE TREATMENT. <br />6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT <br />AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF <br />RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. <br />7. CONCRETE OVERPOUR AND MORTOR ALONG THE 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 <br />COGRADE <br />TAIN NGTMATE�IAB. TRAP BOXES, FORMS, OTHER <br />11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE <br />BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY <br />BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE <br />CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS <br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF <br />SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN <br />ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT. <br />OF AGRICULTURE AND CONSUMER SERVICE. <br />2'-6" <br />NOTE: <br />■ INDICATES 1 — <br />ATEL. <br />REBAR IN FILLED CELL FROM <br />FOOTING TO LOCATED AT EACH SIDE <br />OF ALL WINDOWS AND DOOR OPENINGS <br />6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS <br />FRONT VIEW <br />DOOR DETAIL <br />G.C. TO CONFIRM OPENING SIZE FOR DOGGIE <br />DOOR WITH OWNER <br />EDGE OF FOOTING <br />1-#5 DOWEL IN CORNER <br />25" LAP MIN. <br />CORNER DETAIL - FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />#5 DOWEL HORIZ. REBAR <br />t EAM REINFORCING <br />1 1 ��n .•• � rr-■ <br />to <br />N <br />�5 CORNER REBAR <br />GROUTED CELL <br />NOTE: ALL LAPS SHALL BE 25" MINIMUM <br />CORNER DETAIL - BOND BEAM <br />AND WALL REINFORCEMENT <br />21'-4„ _1 <br />3t_8„ 3,_8„ <br />32"X32" 32"X32 ' <br />® r-----------------------------------� <br />4" CONCRETE (3000PSI� WITH #10 <br />I� 6X6 MESH ON 6 MIL P LY <br />VAPOR BARRIER OVER CLEAN <br />DATUM I COMPACTED POISON TREATED I� I <br />-4" QD SOIL. VAPOR BARRIOR <br />O I DATUM MATERIAL TO BE LAPPED I I <br />I 0-0 6 WITH SEAMS TAPED I <br />®I FIBERMESH CAN BE SUBSTITUED I <br />I � I <br />EXPANSIA JOIST <br />32"X32 I 3" DRAIN 3" DRAIN <br />I I I <br />I N I <br />4" CONCRETE ®I® <br />SLAB I W N I I W N I I W N I I W iv I <br />(9 ?75 T DOOR D <br />16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH ZZ <br />1� <br />#5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL <br />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 />12"W(( X// 1)6"H MONOLITHIC FOOTINGS WITH 2 EACH <br />OTTSdM "OFROOOTERDS NSHALOUBE012"CFROM GRADE <br />7- 1- <br />00 <br />32"X32" <br />00 <br />I- <br />Ful'UNDATION 11'__-'LAN <br />21'-4" <br />FRONT VIEW <br />DETAIL A -A <br />15'— 4" <br />DETAIL B-B <br />NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION <br />OF KENNELS, CHAIN LINK FENCING MAY BE <br />SUBSTITUTED. IF CHAIN LINK FENCE IS USED <br />THE FOOTERS FOR BLOCK WALLS MAY BE <br />REMOVED FROM FOUNDATION PLAN. <br />