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I I 1 1— ---- 11 1-- 1----1 1 1 I 1 1 ! II I 1_ -' 11,1 I TERMITE PREVENTI❑N NOTES: COMPLY WITH FBC 2020 7TH ED. SECTI❑N R318 1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PR❑VIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL C❑VERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES APPLIED DIRECTLY TO F❑UNDATI❑N. 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED, 4, S❑ILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED, INCLUDING SPACES BOXED OR FORMED, 5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATI❑N 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 S❑IL AFTER THE TREATMENT, 6, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTI❑N, RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT, 7, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE F❑UNDATI❑N PERIMETER MUST BE REMOVED BEFORE EXYERI❑R S❑IL TREATMENT. 8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-C❑NSTRUCTI❑N TREATMENT, 9, NO WOOD, VEGETATI❑N 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 CELLULOSE CONTAINING TMATE�2IAL TRAP BOXES, FORMS, OTHER 11. A CERTIFICATE OF C❑MPLIANCE MUST BE PR❑VIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF C❑MPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICE. EXISTING CONC. FILLED TIE BEAM MISSING ANCHOR BOLTS @ BEARING WALL EXTERI❑R BEARING WALL: EXTERI❑R BEARING WALL: IN ADDITI❑N TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" D.C. INTERI❑R BEARING WALL: IN ADDITI❑N TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" ❑.C„ IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTENTLY ❑MITTED FROM DOWN POUR L❑CATI❑NS, DRILL 5" INT❑ CONCRETE (N❑ CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S REC❑MMENDATI❑NS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINF❑RCEMENT IN PLACE, USE EITHER HILTI C-100 OR SIMPS❑N EP❑XY-TIE, REINFORCING STEEL: REINF❑RCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, f'y = 40 K51 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25', #4 BAR 20', #3 BAR 20", ALL DIMENSI❑NS PERTAINING TO THE L❑CATI❑N OF REINF❑RCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSI❑N IS SHOWN TO THE FACE OF THE CONCRETE. REINF❑RCING DETAIL DIMENSI❑NS ARE OUT TO OUT OF BARS, REINF❑RCING MECHANICAL COUPLERS ARE TO DEVELOP 135 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 EXTERI❑R : 2" C-I-P CONCRETE NOT EXPOSED : i;j! GROUT FILLED MASONRY 1 �41 WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) CONCRETE TYPE DESIGN (f) MODULES OF DESIGN (E C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 KBI C-I-P GROUT 3,000 Psi 3,122 Kai CONCRETE SHALL C❑NSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6' AND 7' AT TIME OF PLACEMENT, SEE SPECIFICATI❑NS FOR ADDITI❑NAL CRITERIA, GROUT SHALL C❑NSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8' AND 10' AT TIME OF PLACEMENT. SEE SPECIFICATI❑NS FOR ADDITI❑NAL CRITERIA, C❑NSTRUCTI❑N J❑INTS WILL BE PERMITTED METHOD OF CONCRETE F❑RMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATI❑NS AS STATED, EARTH SUPPORTED SLABS (EXCLUDING EXTERI❑R WALKWAYS & DRIVEWAYS) : 3 1/2' MIN. THICKNESS W/ MIN, REINF❑RCEMENT OF 6,0 x 6,0 W/ 1A x 1A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I,L,❑, WWF @ CONTRACTORS DISCRETI❑N, CONCRETE MASONRY : FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II N❑N-M❑ISTURE CONTROLLED, ALL CELLS & CAVITIES BELOW 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 C❑NSTRUCTI❑N SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATI❑NS AS STATED. MORTAR SHALL BE ASTM C270 TYPE 'S' FOR ALL MASONRY C❑NSTRUCTI❑N, DOWEL INT❑ EXISTING TOP TIE BEAM MIN, G" SET IN EPDXY GR❑L. CORNER CELL @ EXISTING MASONRY WALL IS FILLEE CELL W/(1)#5 VERT, S❑IL: MINIMUM S❑IL BEARING PRESSURE CAPACITY OF 2000 PSF, F❑UNDATI❑NS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF ALL S❑IL IS TO BE CLEAN & P❑IS❑NED FOR TERMITES PER FBC 7th ed, (2020), RESIDENTIAL SECTI❑N R318, NEW TO EXISTING CELL SULID W/ C❑NC, C❑NT, VERT, C❑NT, #5 @ TOP TIE BEAM SET IN C❑NC, LAP SPLICES MIN 25" 16" LONG) #5 REBAR - DOWEL 8" INT❑ EXISTING AND NEW WALLS - SET IN EPDXY GROUT (2) #5's @ NEW F❑❑TER TO BE DOWELED INT❑ EXISTING F❑❑TING MIN 8" - SET IN EPDXY GROUT MASONRY WALL CONNECTION NOT TO SCALE (1)#5 RER❑D IN GROUTED CELL LOCATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY W ` = VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED Q S❑IL. VAPOR BARRIER > MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"W X 12"H STEMWALL F❑❑TINGS WITH 2 EACH #5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12" FROM GRADE STEMWALL FOOTING DETAIL #5 VERTICAL WALL REINS❑RCING ACI 90 STANDARDA IN GROUTED CELL HOOK -EMBED 6' -BOND BEAM W/(1) #5 REBAR = a H Z.i w _ FILLED CELL N o .. /LL z - o - Q > W w ¢ #5 DOWEL ACI STANDARD HOOK J d EMBED 10 MIN LAP w Z 25" MIN W/ VERT, & H❑RIZ. REINF❑RCING w N CONCRETE F❑❑TING REINF❑RCING REBAR ' (SEE F❑UNDATI❑N PLAN) 5' MIN LAP MASONRY WALL FILLED CELL DETAIL TING #5 DOWEL H❑RIZ, REBAR z BEAM REINF❑RCING L IN CORNER Q 1 //-WALLLRE NFORCING H CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT EN 53g06 \`#5 CORNER REBAR GR❑UTED CELL N❑TE1 ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT NEW SLAB TIED TO EXISTING SLAB WITH #5 REBAR IMBEDDED 6' INT❑ ❑RIGINAL SLAB AND 12' INT❑ NEW SLAB 4' ❑C MAX NEW ADDITI❑N WALLS TIED TO EXISTING WALLS WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL WALL AND 12' INT❑ NEW BLOCK WALL (EVERY OTHER COURSE) NOTE: INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL, LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS 6' ❑,C, MAXIMUM SPACING. SEE DETAIL FOR L❑CATI❑NS "'OUNDATION PLAAA _p u I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P,E, #53608