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Ln 30 18'-8" 11'-4" 3'— 4" 2' -! ® ®------- ®------ ®------® ® 1 ❑ 1 4" CONCRETE SLAB I E2) GRESS 25 SH23 i 2, I DA4TUM I I I i I -----------------------I I I I DATUM 1 o-0 3068 I I I I 00 i I OD I I I I ®I I I I I I I I I I I I I I I I SH23 I I I 20"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH #5 (5/8) RODS CONTINUOUS ON „CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12 FROM GRADE I I I I I I ® i I I I SH25 1 EGRESS ®i 4" CONCRETE 3000PS1 WITH #10 2) SH24 1 6X6 MESH ON �6 MIL POLY VAPOR BARRIER OVER CLEAN 1 COMPACTED POISON TREATED SOIL. VAPOR BARRIOR ' MATERIAL TO BE LAPPED 1 6"WITH SEAMS TAPED ®; FIBERMESH CAN BE SUBSTITUED i 1 I I I i I I I I I I I I I � I I I I ® I I I I I I I 1 I I I I I I I 1 I I I I I 1 I I ® I I (2) SH24 SH25 1 EGRESS I I I ® I I I 1 1 I I 1 1 I I I ®1 I I I DATUM I 00 1 0-o I I I I -------------------------------------------- I® O I I I I I I I I 1 I DATUM I I ® 1 -4. 3-0 i 3068 I I 1 1 J-----------J 1 000 L » I I I I w j oN i 4" CO ETE SLAB 1 O 00 DATUM r-- � \ I -4" 1 I ® 1 I 1 I I I 1 I I I � I I I 1 I I I I I I 1® ®1 I I I I I I I I I I I 16' X7' GARAGE DOOR I I I I L--------------------------------T -------- 0 SET —,3'— 4" 22'-8" 30' NOTE: 0 INDICATES 1/2 )) X8" J BOLT SPACED 24" O.C. MAX. LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS. 1 2"X8" WEDGE ANCHORS MAY BE SUBSTITUTED I PLACE OF J BOLTS NOTE. - INDICATES 1—ATEL. REBAR IN FILLED CELL FROM FOOTING TO LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS 6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS � 8RTED REROD IN GROUTED CELL 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 20"H (X 1))2"W MONOLITHIC FOOTINGS WITH 2 EACH OTT5//0M "OFROFOOTERDS NSHALLUBE012"CFROM GRADEAL TYPICAL MONOLYTHIC FOOTING DETAIL (18�5 REROD IN GROUTED CELL L ATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PS1) WITH #10 6X6 MESH ON 6 MIL POLY w 1. VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED ,ALPORBERIPP> SOIL. LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED CONCRETE TYPE DESIGN ft) MODULES OF ELASTICITY ESIGN (E C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 PSI 3,122 KAI C4-P GROUT 3,000 Psi 3,122 Kai CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS WILL BE PERMITTED METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) 3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIB RMESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. CONCRETE MASONRY : FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. LOAD BEARING COppNNNCCTTRRRETLLELLEEMASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II AOLN �t PnT JRECACVITIESOBELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. SOIL: MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4" CON C. SLAB W/ 6X6, 1OX10 W.W.M. MONOLITHIC POUR 2X4 PT SOLE PLATE: ANCHOR TO FTG W/1 /2DIA X 8 AB @ 24' O.C. OR 1/2 WEDGE ANCHOR FOR BARING WALL NON -BEARING TAPCONS @ 24 O.C. 4" CONCRETE (3000PSI) 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 GARAGE SLAB : ;'- y = - ##20"(W //X 1))2"H STEMWALL FOOTINGS WITH 2 EACH BOTTOM "OF FOOTERNSHALLUBEON 2"CFROM GRADE OPTIONAL S TEMWALL FOOTING DETAIL 5 VERTICAL WALL REINFORCING ACI 90 STANDARD GROUTED CELL HOOK -EMBED 6" 1 ,BOND BEAM W/(1) #5 REBAR GARAGE FOOTING DETAIL I- J C� = N FILLED CELL O o ' Q w J w 5 DOWEL ACI STANDARD HOOK Ld LQ ' ' IMOED 10" MIN LAP Z 25 MIN W/ VERT. & HORIZ. REINFORCING Ln N , .q..:. �r-��:��CONCRETE FOOTING f . " REINFORCING REBAR (SEE FOUNDATION PLAN) 25" MIN LAP MASONRY WALL FILLED CELL DETAIL 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 WITH #5, (5/8") 'RODSONGS CIONTINUOUS2ONACH CHAIRS -TYPICAL EDGE OF FOOTING z 1 111 1 1 1-#5 DOWEL IN CORNER =0Id 25" LAP M I N CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT Vj0N Z, ,p N' 4 ENGINEER LICENCE #53608 TERMITE PREVENTION NOTES: COMPLY WITH FBC 2017 6TH ED. SECTION R318 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 u ;ALL 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 TMATE�IAB. TRAP BOXES, FORMS, OTHER 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. MISSING ANCHOR BOLTS @ BEARING WALL EXTERIOR BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5(8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAX MUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O.C.. IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTEN I L`l OMITTED FROM DOWN POUR LOCATIONS DRILL 5" INTO CONCRETE (NO CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S RECOMMENDATIONS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINFORCEMENT IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE. REINFORCING STEEL: REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS C-I-P CONCRETE FORMED AGAINST EARTH „ 3 C-I-P CONCRETE EXPOSED TO EXTERIOR 2" C-I-P CONCRETE NOT EXPOSED 1' GROUT FILLED MASONRY :�° WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 5 DOWEL HORIZ. REBAR EAM REINFORCING z 111"T"/_WA,LL REINFOR�INGITH N HIN'H \`-#5 CORNER REBAR GROUTED CELL NOTE: ALL LAPS SHALL BE 25" MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT B UTTER FI ELD INVESTMENTS I N C 5967 14TH STREET ZEPHYRHILLS, FLORIDA D.W. SMITH,M.S.,P.E. #53808 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE1813-469-2289 E-MAIL: dwsflpe@earthIInk:net TERI BUTTERFIELD CDC1332445 RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com FOUNDATION PLAN SCALE DO NOT SCALE DESIGNIDRAWN R. GOLLHARDT DATE 26 SEPT 2020 CHECKED D.W.S.,p.e. SHEET OF 3 OF 10 JOB NO. 2020-0831