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0 E IAJ 7'-4' 2' 2' ,I 4" CONCRETE PAD 4" CONCRETE PAD ,I v I � I If3' ■ ■ ■ ■ ■ r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r _F I SH35 6' SUDING GLASS DR I I I EGRESS I I I I I I I I I I 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 I I I I I I I I I I-,7,-8, I I I I I I I I■ I I I I I I 4'-4' 1 1 SH35 01 in ■ Ell -in 6' S DING GLASS DR SH35 EGRESS %D I ON I I ■ I Cu I I I I I I I C D D C I I I �4" 1■ I 4� I 3-0 I C I I C i 3-0 I I I 1� I 414 0` 1 16, 4 1 I I I I 1 C I C i■ i C I C 4'-4 (D) 62'-8 4" CONCRETE PAD 01 ■ ■ -------- - - ■ -------------------------------- SH35 6' SUDING GLASS DR EGRESS 2'- 4" CONCRETE PAD ♦I d- I ■ ■ ■ ■ - - - ---------------------------- 6' SL IDING GLASS DR SH35 I EGRESS I I I I I 1 ■ I I I I I I I I I ■ 0% I T I I -8' '-4 T I 4'-1 4" CONCRETE PAD I + I I �4' SH35 EGRESS 6' SUDING GLASS DR 4'-4 2'-8 I� IV k_/ 1 .L . 0 INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL LOCATED AT EACH SIDEOF ALL WIND❑WS AND DOOR ❑PENINGS. 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL 4" CONCRETE PAD ,I ■ ■ - - - ----------------------------- 6' UDING GLASS DR SH35 I EGRESS I I I I I I I I I I I I � I I I I I 7, I I I 8' I I I I I I E -8' 8' I I■I I I ♦ I N I■I I I I I I I■I I I I Cu I I I C D I I I I I I D C D I I I I I I D C D I I I I D C I � 4"� I I I■1 3-0 1 C I I 1■I I C 1 3-0 I I I■I I 3-0 1 60- I C 3-0 I I 1 1 1 I♦ I I I� 14 1 I 4 I 1 ♦ I I 1 1 1 I. 1 I� 14 1 � 1 414 o, 1 1 I I a, I I I 1 1 � I 1 04 a, I I 1 I I a, 4 I I 1 I I C I C I■ I I 1 I I C I I■ C I I I 1 I 1 I C 1■ C I I I 1 I C I C I 4' I I 2'-4' I I 2'-4 4' 1 I 1 4' I I 1 2'-4' I I I I 2'-4' 4' I I I I 4' I 1 I 1 2'-4' I I 1 SH35 3068 I I I I 3068 SH35 I I I SH35 3068 I I I I 3068SH35 j j SH35 3068 1 L----------------- I I ---------------- ---------------- I I ---------------- ---------------- ■ is ■ ■■ I I ■ I I ■■ ■ ■ ■ ■ ■ ■ ■ ■ I I ■ I I ■■ ■ ■ ■ ■ ■ ■ ■■ 8c F 4" [---Go- I 2'- -7• 4' 8 2,_ 8 3'-3 1 I I I I I I I I ` I I I I I I I I I I I I I r-1 I 10' GARAGE DOOR I I 10' GARAGE DOOR I I I I 10' GARAGE DOOR I 1 10, GARAGE DOOR I COVERED FRONT PORCH I I COVERED FRONT PORCH I 10' GARAGE DOOR L------------ -�- 1-------------J I I------------ -� -� --------------� 1 1 L------------ 1 ► ■ Ell ■ IR ■ 01 ■ El I im ■ ■ ■ ml I I ■ L J L J 6' CONC BLOCK COLUMN 4' 0' AI 3' 0' 3'-4' 3'-4' 0' 3' 0' 3'-4' 0'--i A '-10• '-10' '-10' '-lo' '-l0' 8'X16' CONCRETE COLUMN WITH (2) #5 REBAR FROM F❑❑TER TO LINTEL BLOCK STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM 4' CONCRETE SLAB W/ 6X6 10/10 WWF OR FIBERMESH I I I I MIN 3000 PSI CONCRETE DETAIL A -A DETAIL B-B ' 24"X24"X24" CONCRETE FOOTER WITH (8) #5 REBAR REINF MAT k--4'-I REBAR DETAIL `GROU EDNCELL BAR S� LAP 1 PIER FOOTER DETAIL NOTE, ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - FOOTING AND CORNER DETAIL - BOND BEAM FOUNDATION WALL REINFORCEMENT AND WALL REINFORCEMENT ACI 90 STANDARD HOOK -EMBED 6' ,. � a w ML N o✓ 0 LA_ Z E3 Q W J W J W W = #5 VERTICAL WALL REINFORCING IN GROUTED CELL z-BOND BEAM W/(1) #5 REBAR FILLED CELL 8'X8'X16' CMU TYP. DECORATIVE CEMENTU❑US FINISH 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6 BELOW GRADE E #EM5M DOWEL ACI LLSTANDARD HOOK ;D Z 25$ EMIN OW% IVERTP 8,H❑RIZ. REINF❑RCING ♦ 0 Cu (U CONCRETE F❑OTING REINFORCING REBAR .SEE FOUNDATION PLAN) -mot 25' MIN LAP t� MASONRY WALL FILLED CELL DETAIL EDGE OF FOOTING 1-#5 DOWEL IN CORNER TYPE 'S' MORTAR #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM ri v F.F. __1 f' _* :i : ;; • . �C 14�' C❑NC�RPSI/ET; RSLFAI EWRM/ 6X6 MIN103000 FC❑N RETESH' R' 6 MIL VAPOR BARRIER (C( MPACTED AfJ E95% OM❑DIFIED 20'H X 12'W MONOLITHIC SLAB PROCTOR ASTM D1557) WITH (2) #g REBAR CONT. ~ TERMITE TREATED ON 3' CHAIRS TYP. BOTTOM OF F❑OTER SHALL BE 12' BELOW GRADE TYPICAL MONOLYTHIC [IN #5 REBAR CONT. ON 3' CHAIRS TYP. FOOTING DETAIL E-E #5 DOWEL HORIZ. REBAR J zrDOWEL-iLAPPED BEAM REINFORCING a a WITH J EINFORCING ll 1 N (2) #5 C❑NT, ON 3' CHAIRS (TYP.) SH35 1 � 1 I 1 I 1 1 3068 SH35 1 I 8 �4' I � k3'- 3' I I I I � 10' GARAGE DOOR - 1-------------. I ■ I 8'X8'X16' CMU TYP, WITH #5 VERTICAL WALL REINF❑RCING IN GROUTED CELL MIN OVERLAP 25' 6 x 6 W.W,F OR FIBERMESH 0 I I I I I N ro TYPICAL INTERIOR WALL DETAIL D- D W,W.F oBERMESH 4' w / TYPICAL DROPPED SLAB DETAIL C- C I 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 8'X16' CONC BLOCK COLUMN —i 4' 1 ter. FLOOR PLAN TERMITE PREVENTION NOTESi 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, EXCEPTIONi 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 ggM,EDTDApLp HOHRTTPgLqAATS�T�/I/IICLLLLFOEER WSEP&MANENT FORMS MUSTPBEMOFEATSIZE AFTERTTHEHTREATMENTLIMINATE THE DISTURBANCE OF SOIL 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 STAKES TIB TRAP BOXES, FORMS, OTHER CELLULOSE CONTAINING MATERIAL. 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY CERTIFICATE OF FCOMPLIANCE SHALL STATE THE ISSUED. THE 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. 0 U K I F I WUU U U F L LFH Y KH I LL5 RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 r t*@ttaam� yrr.cm D.W.SMITH,M.S.,P.E 53608 FOUNDATION PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE —NUMBER 53608 3 OF 9 PROJECTS ENGINEERING CONSULTANT 109 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE ,SOB NO. X-352-521-M F0352-521-W7 EMAIL, disfIK6arthlink.ret 3/16"-1'-0" 7 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 ZEHYRHILLS 36413ISRN54 CP�FL 33541 R. GOLLHARDT D.W.S.