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I <br />ol 501-01 <br />31-01 31-51 <br />3'-b'x3'-b' A/C 3'-O'xb'-b', <br />LOCATION (MR 3' A13OVE CmNC. PAD <br />FNI614ED GIRADE) iA m <br />AIC M ELEVATION <br />0'-4- <br />LE Is 0 01 % I <br />INDICATES I - to VERT. MBAR - - - - - - - - - - - I - - - - - - - --- - - - - -4 <br />IN MASONRY CELL FILLED liCE;5 <br />SOLID W/ CONCIRM. I 1/2'xb' AT 55D <br />VERT. MINF. SHALL BE HOOKED <br />INTO BEAM ABOVE 4 FTG. BELOW Klu <br />PROVIDE 25'MIK LAP WHERE <br />SPLICED 4 WIIRE TOGETHER <br />20-o' TO GAR. WALL <br />PARTIAL FOUNDATiON FLAN ELEV, 11511 <br />SCALE. 1/4'=I'-O' <br />EI-Ev <br />IiTION AT 04' <br />—(&aa <br />IED) <br />31/2'MIN. Wisla <br />NAL) CONC. BLA13 ON GRADE <br />W/ bxb 1111.4 x 1111.4 <br />IE614 IN TOP OF 11/2' OF SLAB <br />4 <br />OR 4' P15ER ME,% <br />I CONC. SLAB OVER POLY <br />VAPOR BARRIEF <br />ON COMPACTED AND TEWITE <br />TREATED GRANUL <br />AIR FILL <br />Lu <br />CONTROL JOINT <br />INSTALL UNDE5nROUND <br />PVC FOR ELECTRI CAL. <br />zo <br />\11- <br />WIWS To ISLAND CAB NET. <br />-lo <br />ELECTRICAL <br />CONTROL JOINT <br />- - - - - - - - <br />- - + - - <br />- - - - - <br />--- <br />- - <br />I' DEEP <br />.............................. <br />......................... .......... <br />.......... <br />REP. <br />....................... - <br />----------- <br />.......... <br />��Tl;g JOINT <br />- - - - - <br />- - - --- - - - <br />V. <br />STEP <br />W.C. <br />- ---- -------- --------- <br />L <br />T-10' 1, 41-01 1, �1-41 <br />H.B. <br />5'-4' 1, 4T-41 <br />0 0 NJ <br />— — — — — -- — — — — — — — — <br />Lul <br />20'-1' <br />7o' <br />W. D. <br />. ......... <br />NOTE, <br />PROVIDE GAS DROPS <br />(IF REWIRED) FOR ALL <br />GAS APPLIANCES. <br />(VERIFY LOCATION OF <br />63 <br />H.B. ALL GAS APPLIANCES ON <br />--------------- --- <br />........... <br />A- 0 FLOOR PLAN PRIOR TO <br />C04TROL JOINT <br />oe, 41-41 1' DEEP <br />21'-b' <br />T-10- T-11' 2. <br />----- ---------- --------------------- - -------------- <br />. . . ............. ------------- <br />LAV <br />PAN <br />6K <br />ms <br />0-+ <br />......... . <br />CONTROL JOINT <br />1/25 <br />/2 <br />Fl.-DEE-P - - - <br />- <br />ES5 <br />13'-4' <br />31'-4- <br /><9> <br />�3 <br />NOTE: PROVIDE 11/2' DF <br />EP x 13' <br />WIDE RECESS, AND EXn-ND <br />6- <br />ELEVATION <br />1-1/2 <br />C) <br />BEYOND AT EA END <br />ELEVATION CA <br />q BE NO MORE <br />THAN 1-1/2'BELOW <br />TOP OF <br />EGRESS DOOR <br />THRESHOLD, <br />i: <br />L-- <br />- - - - - - <br />--i <br />FIELD VERIFY. <br />OEM <br />L <br />0 <br />+ <br />53 <br />(�)5"-41 <br />(�)4'-�' <br />1 <br />4'-9' <br />31-10, <br />1 <br />- I, <br />at-0. <br />1'-8' <br />131-41 <br />1 <br />11-41 <br />1. <br />29'-4' <br />501-01 <br />(D FOUNDATION FLAN <br />SCALE- 1/4'=I'-O' <br />�A <br />I <br />I <br />RV <br />'4AILING <br />:' -)063 F�Lo 41 f� Cok' <br />G <br />OR011� <br />0 <br />Pj A <br />SYMOL5 <br />5UILDIWj SECTION KEY <br />(Section No. over 84-eet No) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet No.) <br />DETAIL KEY <br />(Detail No. over &vet No) <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SC14EDULE SHT. <br />0— <br />STRUCTURAL NOTE <br />0-+ <br />140-af 5155 <br />H.5. <br />FOUNDATION NOTES: I <br />I. SEE SHEET 5N FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL 5E PERr-ORMED <br />AND A COPY OF THE SURVEY SHALL 5E ON THE <br />51TE FOR THE WILDING INSPECTORS USE. ORALL <br />PROPERTY MARKERS SHALL 5E EXPOSED AN[) A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SET5ACKS. <br />3. THE FOOTING 15 DESIGNED 5,45ED ON 2000PSF <br />SOIL 5EARING PRESSURE. CONTRACTOR/OWNER <br />SHALL VERIFY SOIL 5EARING PRESSURE OF- THE <br />PROPOSED SITE. <br />NOTE: <br />50RACARE TREATED LUM5ER 15ANALTEFRNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />ISSUMCE OF PLANS FROM TH16 DE60M OFFICE $HALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />13UILDNG CODES PRIOR TO COMMENCEMENT OF MY CONSTIRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE 5ROUGiHT TO THE ATTENTION OF THE DE6006 OFFICE FOR CORRECTION 5FiM <br />COMMENCEMENT OF ANY CONSTRICTION, <br />ANY REVINONS OR CWAMS, NOT RELATED TO THE COFMCTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGWIRS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE <br />r-OOTING SCHEDULE <br />mr, 0 <br />SIZE <br />IRENFORr-1ws <br />DEPTH <br />r-1 <br />2'-0' x 2'-0' <br />(4) S EACH WAY <br />W DEEf* <br />F2 <br />2'-&' x 2'-6' <br />(4) wo EACH WAY <br />16, DEEP I <br />0, <br />.......... <br />................... <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoenginee�ng.com <br />CA 25948 <br />C� <br />cli <br />z <br />un <br />'COD 'No <br />mm <br />z <br />Lu LL <br />Z00 <br />w <br />z <br />Z Lu <br />uj <br />C) <br />NJ <br />kD <br />Lu <br />w <br />LLJ 7- <br />C/) —0 <br />T: - <br />:::> CL F— <br />< <br />Lu CL <br />Lu <br />C) — <br />ui <br />Lu <br />x <br />uj <br />z < 0 <br /><Q:� < <br />< <br />V) <br />0 <br />0 -.0 (D C10 <br />0-4 fle 0.1 <br />< 00 <br />Lu C) 11-0 <br />CY) CY) <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd=1 08MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = +-0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWING ONLY. <br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02D19-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12.12.17 <br />6TH ED. (2017) FBC <br />1.00 UPDATES <br />07.31.18 <br />ELEV. A TRUSS LAYOUT <br />1.01 <br />REVISED <br />01,25.19 <br />BEARING WALL NOTE <br />1.02 <br />C'R"'CA'ON <br />02.07.19 <br />1.03 USE SIMPSON H I OA ILO <br />USP RT16 <br />I <br />VERSION NO., 1.03 02.07.19 <br />Y, <br />-7 <br />j, '0 <br />d <br />Lu �z <br />Ca -J <br />Z <br />Lu >- <br />LO <br />< Z) & < <br />-J 0 -0 <br />Lu Lu '0 <br />(y) 00 <br />Lu 7) * * Lu * <br />z :2 W ZD Lj r14 LLI <br />F3 " <br />z <br />uj El El -f� <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390221 <br />DATE ISSUED: 02.20.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />I <br />L <br />00 <br />'IT <br />04 <br />t-0 <br />r— <br />