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II 1 1 1 1_1 '' " 111 1' 1 i _ ' I 1C'1 'tom 1 : I'! 1 II 1 _ 1 1 ' ' 1 i I, , i m-m", -mii I, , ,,n I ! qI I I I -. — I _ 1 1 1 _ _1 1 1 ' 1 71 ' 1111111 11PQ W, _. I _ _ I I _ 5 VERTICAL WALL REINFORCING ACI 90 STANDARD GROUTED CELL HOOK -EMBED 6" BOND BEAM W/(1) #5 REBAR = z = N FILLED CELL O O > w 5 DOWEL„ ACI STANDARD HOOK w a APED 10 MIN LAP �w Z 25 MIN W/ VERT. & HORIZ. REINFORCING g 1n ; N � `�.',•. � � CONCRETE FOOTING REINFORCING REBAR • �: '' •= f= (SEE FOUNDATION PLAN) 25" MIN LAP MASONRY WALL FILLED CELL DETAIL (1)#5 REROD IN GROUTED CELL LOCATED 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 16"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH BOTT50M OFR�OOTERCONTINUOUS BE� 2'CHAIRS—TYPICAL TYPICAL MO NO L YTHIC FOOTING DETAIL TERMITE PREVENTION NOTES: COMPLY WITH FBC-2304.12 2019 6TH ED. BUILDING 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 SHALL 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 COGRADE TAIN NGTMATE�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. 2,_6,: NOTE: ■ INDICATES 1— 5 REBAR IN FILLED CELL FROM FOOTING TO L NTEL. LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS 6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS FRONT VIEW DOOR DETAIL G.C. TO CONFIRM OPENING SIZE FOR DOGGIE DOOR WITH OWNER EDGE OF FOOTING I I 1-#5 DOWEL IN CORNER gm 25" LAP MIN CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT 5 DOWEL HORIZ. REBAR EAM REINFORCING z DOWEL -LAPPED WITH Q I WALL REINFORCING 1 I N : VA 5 CORNER REBAR OUTED CELL NOTE: ALL LAPS SHALL BE 25" MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT 21'-4„ '3, _ 8„ �t- 3,-8„ 32"X32" 32"X32 ® r------— — — — — — — — — — — — — — — — — — — — — ---------� 4" CONCRETE (3000PSI) WITH #10 I� 6X6 MESH ON 6 MIL P LY VAPOR BARRIER OVER CLEAN I o0 DATUM I - COMPACTED POISON TREATED I� I -4" I I SOIL. VAPOR BARRIOR a I DATUM M,QTERIAL TO BE LAPPED I I I 32"X32" 4" CONCRETE SLAB 0 0-0 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 4'— 0 EXPANSION JOIST o I „ 3" DRAIN 3" DRAIN I 32 X32 I I I I wN I I w� I I wcV I I w4 I I Ivr I I I I j OJ0 I 10 _j°D I I OO 00 I I j0 j V) \ I I =J cn \ I I cn \ I I cn I I I I 4, I L__ __J 1__ __ Ll 1 W_1 1 L - _-J (4) 5ET DOOR 9.7"X17" 16"W X 12"H MONOLITHIC FOOTINGS WITH 2 EACH - #5 (5/8") RODS CONTINUOUS ON CHAIRS —TYPICAL vyELT0N 0 zz No.53608 aw : -0 %• * OF ��0 6 .O IfoP •��# •r• /0 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 12" W (X1)6"H MONOLITHIC FOOTINGS WITH 2 EACH OTT5//0M „0 FFOOTERRODS NSHALL TINUOUS BE012"CFROM GRADEAL F u"" UNDA TIO 1\1 TILAN 21'-4" FRONT VIEW DETAIL A - A IIlAY1EI//�•i� NOTE: IN LIEU OF BLOCK WALLS WITH SEPARATION OF KENNELS, CHAIN LINK FENCING MAY BE SUBSTITUTED. IF CHAIN LINK FENCE IS USED THE FOOTERS FOR BLOCK WALLS MAY BE REMOVED FROM FOUNDATION PLAN. ENGINEER LICENCE 5# 3608 CITY FDEPARTMENTS RICK GOLLHARDT - DRAFTSIYIAN 6118 8TH STREET 813-781-3651 Z E P HYR H I LLS FLORIDA rgollhardt@tampabay. rr. com D.W.SMITH,M.S.,P.E.#53608 FOUNDATION SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3 OF 6 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. PHONE: 813-469-2289 E-MAIL; dwsf Ipe@earthI, ink, net DO NOT SCALE 1 OCT 2019 DESIGN/DRAWN CHECKED 2019 — 091 6 R. GOLLHARDT D.W.S.