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NOTE: <br />® INDICATES 1—INTEL. <br />5 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 />#5 DOWEL HORIZ. REBAR <br />BEAM REINFORCING <br />Z <br />n DOWEL -LAPPED WITH <br />g WALL REINFORCING <br />N ! <br />V'5 CORNER REBAR S <br />GROUTED CELL S <br />NOTE: ALL LAPS SHALL BE 25" MINIMUM <br />CORNER DETAIL — BOND BEAM <br />AND WALL REINFORCEMENT <br />EDGE OF FOOTING <br />1-#5 DOWEL IN CORNER <br />CORNER DETAIL — FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />00 <br />I <br />(1) 5 REROD IN GROUTED CELL <br />LL ATED PER PLAN <br />25' DOWEL LAP MINIMUM <br />4" CONCRETE (3000PSI WITH #10 <br />6X6 MESH ON 6 MIL P LY <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 />ONOLITHIC FOOTINGS WITH 2 EACH <br />3 CONTINUOUS ON CHAIRS -TYPICAL <br />)TER SHALL BE 12" FROM GRADE <br />TYPICAL MO NOL YT HIC <br />FOOTING DETAIL <br />(I��5 REROD IN GROUTED CELL <br />LL ATED PER PLAN <br />25" DOWEL LAP MINIMUM <br />4" CONCRETE (3000PSI) WITH #10 <br />6X6 MESH ON 6 MIL POLY <br />w VAPOR BARRIER OVER CLEAN <br />SOIL. POISON <br />VAPOAIO <br />MATERIAL TO BE LAPPED <br />f I / 6 WITH SEAMS TAPED <br />FIBERMESH CAN BE SUBSTITUED <br />20"W X ,J�2"H STEMWALL FOOTINGS WITH 2 EACH <br />5 5 8 RODS CONTINUOUS ON CHAIRS -TYPICAL <br />OTTOM F FOOTER SHALL BE 12" FROM GRADE <br />OPTIONAL STEMWALL <br />FOOTING DETAIL <br />ACI 90 STANDARD <br />HOOK -EMBED 6" <br />E- <br />5 <br />= <br />Z <br />w <br />N <br />0 <br />z <br />0 <br />a <br />> <br />w <br />J <br />w <br />w <br />5 <br />w <br />#5 VERTICAL WALL REINFORCING <br />IN GROUTED CELL <br />BOND BEAM W/(1) #5 REBAR <br />FILLED CELL <br />OK <br />S�EMIN1 W,AIV�"& HORIZO REINFORCING <br />Y� ..•.:<�_�:::;::'>, CONCRETE FOOTING <br />REINFORCING REBAR <br />isr,.t <br />(SEE FOUNDATION PLAN) <br />—1 25" MIN LAP I+ <br />MASONRY WI ALL <br />FILLED CELL DETAIL <br />FOUNDATION PLAN <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 />ENGINEER LICENCE <br />08 <br />TERMITE PREVENTION NOTES: <br />COMPLY WITH FBC 2017 6TH 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 />CELLULOSE COGRADE <br />TAIN NGTMATEI�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 DIAMETEF� X 6" <br />EMBEDMENT BOLTS SPACED A MAX MUM 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 LOCP�T(ONS 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 />REINFORCING STEEL: <br />REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi <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 <br />FACE OF THE CONCRETE. <br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. <br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED <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 � <br />C-I-P CONCRETE EXPOSED TO EXTERIOR : 2" <br />C-I-P CONCRETE NOT EXPOSED 1' <br />GROUT FILLED MASONRY : <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) <br />CONCRETE TYPE <br />MIN. <br />1EN.S.IGN (f) <br />MODULES OF <br />DE -SIGN <br />C-1-P CONCRETE (NORMAL WEIGHT) <br />2,500 Psi <br />2,850 Kai <br />C-1-P GROUT <br />3.000 Psi <br />3,122 Kell <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 />CRITERIA. <br />GROUT 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 />METHOD OF CONCRETE FORMING PLACEMENT AND CURING SHALL BE CONDUCTED IN <br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED. <br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR 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 MMBEASSRIINGE CCOpNNCCTRREETLELEMpASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II <br />APL CERLST&R CAVITIESOBELOW 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 />SOI L: <br />MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. <br />FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF <br />ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION <br />R 318. <br />BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN <br />5985 14TH STREET 813-781-3651 <br />ZEPHYRHILLS, FLORIDA rgollhardMampabay. rr.com <br />D.W.SMITH,M.S.,P.E.#53608 FOUNDATION PLAN SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3 OF 9 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO, <br />PHONE:813-469-2289 E-MAIL, dwsftpe@earthtlnk, net DO NOT SCALE 30 AUG 2020 <br />DESIGN/DRAWN CHECKED 2020-0818 <br />R. GOLLHARDT D.W.S.,p.e. <br />7777 <br />