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l�3 � 2 �eble 81,E sl <br />ALL WORK S ALL COMPLY WITH PREVAILING <br />CODES FLO.. 0A BUILDING CODE, <br />NATIONAL fi <br />AND THE C1 <br />.ORDINANCE :7i-_,'1'YRHILLS <br />'SUN 9 <br />Lm <br />:;r J'-V' , I'-f 14' Y4 01 <br />63 <br />, ELEVATION -(-) Hn'R <br />ELEVATION CAN BE NO MOIRE <br />THAN I -In' BELOW TOP OF <br />5GIR556 DOOR THRESHOLD. <br />FIELD VERIFY. <br />---------- <br />Y-10' <br />131-41 <br />301-0' 7 \ 53 I2'-0. <br />TO CAR WALL 204' <br />vLj <br />EFI <br />I <br />Ln <br />EA <br />Ln <br />1z <br />I I WE <br />I <br />ff! <br />I <br />.nll fi <br />4 <br />41-41 5'-41 41-01 T-10' 31-81 31.0' 51-41 0 51-41 41-81 <br />CONC. PAD <br />ELEVATION rA <br />H.B. AC PAD <br />t <br />0 <br />— <br />r - — — — — — — — — — — — k1 — — — — -- — — — — — -------I-----------, <br />AP <br />I WxV AT SW <br />53 <br />OL ELEVATION) IT 01-01 <br />m 'f (A%M) <br />31/2'MIK (4'NOMNAL) CONC. S AB ON GRADE <br />W1 6xb WL4 x WIA MES14 IN TOP r 1 V2' OF SLAB <br />OR 4'FIBER ME W CONC. SLAB OVER POLY <br />VAPOR BARRIER ON COMP AC ED AND TERMITE <br />TREATED CRAWLAR FILL <br />■ 21. <br />t CONTROL JOINT <br />. ............. I'­D E E—P <br />LIV LAV <br />INS WEIRGROW <br />TALL <br />PVC FOR ELECTRICAL <br />\J <br />22'-4- <br />ELECTRICAL <br />11 1 <br />34'64' A/C PAD <br />LOCATION (MR VABOYE <br />FINIS O GRADE) <br />Ln <br />I <br />+ <br />CONTROL JOINT <br />.. .................. ... ... . ........ ..... <br />... .... .................................... <br />.......... <br />s DEEP <br />I <br />..... <br />....... . ... <br />........................ ... ......... .................. ... ................. <br />.................... .................. <br />.... ......... .... . ......... <br />.... <br />i........_..........._._........_......_............. .......... .... . ...... ...._.__..._.__..__.......I._............. .................. <br />I <br />I <br />i <br />,_ I <br />.............................I <br />......................... .................... <br />. . .. <br />2Y? 2'-10- <br />.......... <br />D. W. I <br />....... .... - ------ <br />1 34.!*P <br />W . ......... <br />................... ........................ <br />. . . . . . . . . . . . . . . <br />71-7 <br />Spm JOINT <br />LAV �! ­�:.­ i : . PAN <br />ELEVATION <br />ELEVATION <br />7 F I, DEEP <br />I "J <br />1@14. <br />W <br />.......... ............. ................. .. <br />........... <br />0 <br />L <br />J <br />OFOOTING <br />ONLY Wa <br />TUB21-01 <br />Wt OFT. GAS WK <br />I <br />4 PIPE BOLLARD <br />151-10, <br />14'-8' <br />6-11 I51-11, <br />V <br />-------------- <br />I' DEEP I 41-41 <br />.......... <br />CONTROL JOINT <br />MUSS T ciifi_ _T <br />% <br />31'41 31-11 131-41 <br />t>i i ■ <br />NOTE: F WADE 11/2' DEEP x 13' U, <br />WIDE f ECESS, AND EXTEND 6' <br />ELEVATION -)I W'R. <br />BEYOND AT EA DO <br />S9 <br />ELEVATION CAN I E NO MORE <br />LI t THAN I -In' BELOU TOP OF <br />L M86 DOOR SIOLD. <br />FIELD VERIFY. i ■ , <br />L-- — — — — — — — — — — - J <br />53 63) <br />r% <br />L <br />63 <br />r-8, �,_o 21-01 514 Y-10' 41-91 <br />29'4' 1 11-41 13'-41 <br />501-01 <br />FOUNDATION PLAN <br />SCALE- 1/4'c1'-O' <br />INDICATES I - ri PERT. IREBAR <br />IN MASONRY CELL FILLED <br />SOLID W/ CONCRETE. <br />VERT FEW SHALL BE 400QD <br />INTO 5W ABOVE 4 FTC. BELOW <br />PROVIDE 25'Mk LAP WHERE <br />SPLICED 4 WIRE TOGFM <br />SYMBOLS <br />5UILDIWs SECTION KEY <br />(Section No. over Sheet No) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet No) <br />DETAIL KEY <br />(Detail No. over &mwt No) <br />0 <br />WIND01.111 SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. <br />0— <br />STRUCTURAL NOTE <br />0-+ <br />HOSE 5155 <br />FOUNDATION NOTES: <br />I. SEE SWEET SN FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />3. THE FOOTING 15 DESIGNED BASED ON 2000PSF <br />SOIL BEARING PRESSURE. CONTRACTOR/OUNER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />50RACARE TREATED LUMBER 15 AN ALTERNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />16611MCE OF PLANS FROM THIS DESIGNERS OFFICE WU NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, PM61ON5, AND APFERENCE TO APPLICABLE <br />BUILDNrs CODES PRIOR TO Cat'IENCEI'M OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, D111ENSIONS, OR ADW0110E TO APPLICABLE BUILDWs <br />CODES SHALL BE BMW TO THE ATTENTION OF n DESIGNERS OFFICE FOR CORRECTION BMW <br />catVICEW OF MY C06TRCIM <br />ANY IREVISIONS, OR CHANGES, NOT RELATED TO n CORRECTION OF ERRORS THAT ARE MADE <br />AFTER n FINAL PLANS HAVE BEEN COMPLETED WALL BE SUBJECT TO ADDITIONAL FEES <br />IF MY MODIFICATIONS ARE MADE TO n6E PLANS BY ANY OTHER PARTY O"RIERIMM THE <br />DESMIRS OFFICE, n DESIGNER WALL NOT BE HELD RESPONSIBLE. <br />0 FOOTING SCHEDULE <br />W, a <br />SIZE <br />Rilwow--im. <br />DEPTH <br />m <br />12'-0'x2'-0' <br />1 (4)'3 EACH WAY <br />12, DEEP <br />1-2 <br />I 2'-&'x 2'-b' <br />1 (4) 03 EACH WAY <br />*v DEEP <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.donscoengineefing.com <br />CA 25948 <br />CD <br />Z Lu <br />0 17. <br />In <br />Z <br />HaaM <br />00 <br />W <br />z <br />Lu <br />uj <br />Lu <br />uj <br />0 <br />P= <br />EL < C/) <br />< C/) <br />Lu <br />uj Cm <br />wo�p <br />Lu -0� uj <br />x <br />uj _j <br />Inn <br />Z Ica <br />'NO 0 <br />U0(D 0 <br />04 N <br />W U (y) <br />m 1-0 <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=IOBMPH), 3 SEC. GUST, <br />EXPOSURE"C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM UENNAR CORPORATION. <br />0 2019-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 15 PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12,12,17 <br />ED. r2U— <br />1 1UU 6THAT17)-FW <br />ES <br />07.31.18 <br />ELEV. A I RUSS LAYOUT <br />1.01 REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />CLARIFICATION <br />02.07.19 <br />11.03 USE SIMPSON H I OA ILO <br />USP RT I 6A <br />I <br />— <br />VERSION NO. 1.03 02.07.19 <br />41 <br />4 <br />4" <br />cV <br />Lr) <br />C= <br />Irk: <br />Qt* d <br />uj le <br />zco <br />Lu 0 <br />Lu Z <br />V) .�'20 <br />0C14 <br />Lu du <br />Lu *A <br />*DO U, <br />S <br />uj uj <br />w ,, <br />"): x: . w . <br />F- 0- 0- Q- <br />z <br />Lu El 1:1 <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390441 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />1 <br />,15 1 <br />N <br />00 <br />LO <br />r— <br />