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i <br />" <br />L i <br />a <br />TERMITE PREVENTION NOTES: <br />COMPLY WITH FBC 2020 7TH ED. SECTION R318 <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 />EL UOOSE 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 />MISSING ANCHOR BOLTS @ BEARING WALL <br />EXTERIOR BEARING WALL: <br />EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL <br />PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" <br />EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O.C. <br />INTERIOR BEARING WALL: <br />IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE <br />5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A <br />MAXIMUM OF 24" O.C.. IF RESISTING UPLIFT LOADS <br />MISSING DOWELS: <br />IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED <br />FROM DOWN POUR LOCATIONS DRILL 5" INTO CONCRETE <br />(NO CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS <br />OF CAP WALLS), REMOVE DUST PER MFG'S RECOMMENDATIONS <br />AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINFORCEMENT <br />IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE. <br />1'-3" <br />EXISTING <br />CONCRETE <br />I______ _____ <br />j 4" CONCRETE (3000PS0 WITH #10 3068 I <br />6X6 MESH ON 6 MIL POLY <br />VAPOR BARRIER OVER CLEAN 7 —9 —� <br />COMPACTED POISON TREATED <br />SOIL. VAPOR BARRIOR <br />MATERIAL TO BE LAPPED <br />6 WITH SEAMS TAPED <br />FIBERMESH CAN BE SUBSTITUED <br />4'X8' FRENCH DR <br />I I <br />12"X20" CONCRETE FOOTER WITH (2)#5 REBAR <br />REINF CONT. ON 3' CHAIRS SPACED 48' O.C. <br />I I <br />I I <br />1 2868 SH23 SH23 SH23 <br />L----------------------------------------------------------------------------------- i <br />13 <br />'-10". <br />N <br />I <br />N <br />SLAB <br />REINFORCING STEEL: �/ O UAID A T 1 1N A N <br />T <br />REINFORCING STEEL SHALL BE ASTM A615 / A615M- - 12 MIN. GRADE 40, f'y 40 Ksi NOTE: <br />r7-� <br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". <br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE <br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 0 INDICATES 1 2" X8" J BOLT SPACED 24" O.C. <br />FACE OF THE CONCRETE. MAX. LOCAT D AT EACH SIDE OF ALL WINDOWS <br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. AND DOOR OPENINGS. 1 2"X8" WEDGE ANCHORS <br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED MAY BE SUBSTITUTED I PLACE OF J BOLTS <br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF <br />RECORD. <br />DESIGN COVER REQUIREMENTS <br />C—I—P CONCRETE FORMED AGAINST EARTH : 3" <br />C—I—P CONCRETE EXPOSED TO EXTERIOR 2" <br />C—I—P CONCRETE NOT EXPOSED 1 12"X20" CONCRETE„ FOOTER WITH (2)#5 JREBAR <br />GROUT FILLED MASONRY :�' EDGE OF FOOTING REINF CONT. ON 3 CHAIRS SPACED 48 O.C. <br />WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 <br />DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) <br />ACI 530-16 (MASONRY STRUCTURES) /--1—#5 DOWEL IN CORNER <br />CONCRETE TYPE <br />DESIGN (f) <br />MODULES OF <br />DESIGN (E <br />C4-P CONCRETE (NORMAL WEIGHT) <br />2,500 Psi <br />2,850 Ksi <br />C4-P GROUT <br />3,000 PSI <br />3,122 Ksl <br />CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP <br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL <br />GROUTIA. <br />SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX <br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR <br />ADDITIONAL CRITERIA. <br />CONSTRUCTION JOINTS WILL BE PERMITTED <br />gMCCETTHOoOD,,gqOF��EECOWWN��TTCHHRETTEEFSORMINFIG,, gPTILANCEMgESNTSAqNDE�CURING SHALL BE CONDUCTED IN <br />E/�RTH DO ORTED SLABSPCIFXCLUDINGSEXTERITORT WALKWAYS & DRIVEWAYS) : <br />3 1 /2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF <br />MID —DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ <br />CONTRACTORS DISCRETION. <br />CONCRETE MASONRY : <br />FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. <br />LOAD MMBEASSRINGE CONCRETEMASONRYBLOCK SHALL BE ASTM C90-0601, TYPE II <br />A�L CEPLST& CAVITIESOBELOIN GRADE WILL BE FILLED W/ CONCRETE IN ALL <br />STEM WALLS. <br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI <br />MINIMUM. <br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE <br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. <br />MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. <br />SOIL: <br />MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. <br />FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 P F <br />ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7th ed. 2020), RESIDENTIAL SECTION <br />R 318. <br />25" LAP MIN. <br />CORNER DETAIL - FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />"-4" CONCRETE (3000PkLY <br />WITH #10 <br />6X6 MESH ON 6 MIL <br />VAPOR BARRIER OVER CLEAN <br />COMPACTED POISON TREATED <br />SOIL. VAPOR BARRIOR <br />M,QTERIAL TO BE LAPPED <br />6 WITH SEAMS TAPED <br />FIBERMESH CAN BE SUBSTITUED <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition <br />David W. Smith, P.E. #53608 <br />