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0 <br />ALL WORK SHALL COMPLY WITH PREVAILING tv <br />CODES FLORIDA BUILDING CODE, <br />NAT!ONIAL ELECTRRCODE <br />AND THE CITY OF Zi�PHYRkLS <br />INDICATES (1) 15 VERT. WEAR IN MASONRY CELL <br />A/C PAD FILLED SOLID-1111 CONCRETE VERT. KINF. SHALL <br />BE HOOKED INTO BEAM ABOVE 4 BELOW. PROVIDE <br />I <br />25'MR LAP WHERE SPLICED 4 WIRE TOGETHER 501-01 <br />3'-6'X3'-6' A/C PADS <br />LOCATION (MIN, VA13OVE <br />51-41 41-21 61-41 51-01 1'-4- Y-4- 31-81 <br />FINISHED GRADE) <br />lo <br />05 <br />CONC. PAC) <br />ELEVATION <br />M <br />HB, <br />A/C PAD <br />W 04 <br />S3t <br />0 Ell <br />■ 0 0 <br />65 SLAB RY. W <br />...................... ............ .. .. .. . ................. . .. . ....... <br />I 1/2'xbAT SGD . .. . . ........ --------- - <br />iII0— <br />J" <br />.. ....... <br />..... <br />§TInI�j <br />_7 <br />■ <br />OL ELEVATION AT <br />■'r <br />(ASNMED) <br />. ................................ . ------------ - <br />31/2'MIK (4' NOMINAL) CONC. SLAB ON GRADE <br />W1 6x6 WIA x WIA MESH IN TOP OF 11/2' OF SLAB <br />OR 4' FIBER MESH CONC. SLAB OVER POLY <br />. .... .... ..... . .. ... ......... .... .... .... ... <br />.... .... .... .... .... .. <br />VAPOR BARRIER ON COMPACTED AND TERMITE <br />TREATED GRANULAR FILL <br />.... ..................... .............. ....... o <br />ELECTRICAL <br />4 - - - - - - - - - - - - - - - - - - --- <br />- - - - - I CONTROL JOINT <br />- - --- <br />- - - - - - - - 4 -■ <br />I" DEEP <br />DEEP <br />INSTALL WEWAA�MOW PVC T <br />FOR ELECTRICAL WIRES TO I . ............ <br />ISLAND CABINET <br />I I <br />I - <br />.............. <br />............ <br />7 <br />■ <br />4 <br />(SIM) CC ELEVATION <br />53I W 0'-4' <br />................... <br />... ............ <br />CONTROL JOINT <br />11 DEEP <br />(SIM) <br />rcc <br />■ <br />............. . ..... ........... ....... .... ........... .............. <br />............. ................ ................ ................ ........................ <br />14' STEP <br />ccA <br />oil <br />CONTROL JOINT <br />- - - <br />- - - - - - - - - - - - - - - <br />W.C. <br />....... ..... LAY. <br />HB.-�- <br />0 <br />.......... ............................................ <br />........ ... .. .............. ............... ........... ...................................... <br />■ <br />- - - - - - - <br />CONTROL J OINT ! <br />- - - <br />ol <br />2'-O'l 2'-1' e <br />-- <br />1/2'xB 1/2' <br />N RECESS ■MEN ml <br />1'-4' 31-41 11-4- L' 1:101 jl-V <br />Xl <br />A ELEVATION -(-) 1-1/2' FfP. <br />ELEVATION CAN BE NO MORE <br />u- <br />THAN 1-1/2"BELOW TOP OF <br />REVIEW DATE EGRESS DOOR THRESHOLD. <br />CITY OF ZEPHYRH 0-01 "Ill-41 _7 e FIELD VERIFY. <br />PLAN EXAMINED 13'-4' TO END WALL 11-41 Ir 29'-4' TO GARAGE WALL <br />E <br />Cz <br />J— --- — — — — - - - - L - - - - — — — <br />r L c1% <br />1/214 1/2, <br />—m--m—jReEGE55MEN] <br />NOTE: PROVIDE 11/2' PEP x 13' <br />L WIDE RECESS, AND EXTEND 6' <br />BEYOND AT EA END <br />rA 41 31-41 of e "It <br />-"S. [ - b <br />10 -1 <br />d ELEVATION <br />\.r ELEVATION CAN BE NO MORE <br />1777 7— -7-3 V3: <br />THAN 1-1/2' BELOW TOP OF <br />i: EGKS5 DOOR THRESHOLD. <br />FIELD VERIFY. <br />53 <br />53 <br />FOOTING ONLY REa <br />W1 OFT. GAS, W.H. <br />4 PIPE BOLLARD <br />11'-0 3/4' TO FOOTING <br />-----------I <br />J <br />.5. <br />H_+ <br />O <br />114 3/4' TO FOOTING <br />_w. FTG. . I ■ <br />lo <br />---------- <br />FoLim <br />NOTE: MADE 11/2' DEEP x 13' <br />WIDE RECESS, AND EXTEND 6' <br />BEYOND AT EA END <br />53 <br />T-10' Y-10' Y-10' 11-61 11-41 0' 41-81 21-01 V_01 161-01 21-81 6_01 <br />51-81 1 e, 29'-4' -q 19 <br />501-01 <br />FOUNDATION PLAN <br />I <br />C4 <br />SYMBOLS <br />BUILDING 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 Sheet No.) <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT, <br />STRUCTURAL NOTE <br />0-+ <br />HOSE 5155 <br />N.B. <br />0 FOOTING SCHEDULE <br />M <br />SIZE <br />REINIF-ORCM3 <br />FI <br />V-0, x V-0, <br />(4) S EACH WAY <br />12, DEEP <br />F2 <br />3'-V' x 4'-&' <br />(5) 05 (SHORT DIRL) <br />(-I) 05 (LOWG DIRL) <br />20, DEEP <br />F3 <br />3'-0' x 5'-&' <br />(5) 05 (SHORT DIR.) (8) <br />1 05 (LOWS DIPJ <br />16, DEEP, <br />EF4 <br />V-6, x 2'-6' <br />1 (s) s EACH wAy <br />191, DEEP. <br />INDICATES DEPTH BELOW THE GARAGE FINISHED FLOOR <br />FOUNDATION NOTES: <br />I. SEE SHEET 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/OLLNER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />BORACAR!E TREATED LUMBER 16 AN ALTERNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />IM14a OF PLANS FROM T1415 DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE DRAW TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 56-M <br />COMMENCEMENT OF MY CONSTRUCTION, <br />ANY KV16I0NI5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT A;E 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 />DE61G*W5 OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />. ............ . . <br />101m,", <br />I wmwl <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 />WW W' n . danscoengineeng.com <br />CA 25948 <br />o <br />C) <br />Z Lu <br />0 D <br />(n <br />Z <br />L? <br />CL 4- <br />Z <br />_2 <br />00 <br />t; <br />w <br />z <br />Z Lu <br />u i i <br />O <br />C) <br />mm! <br />uj <br />< <br />Lu Lu <br />— Lu <br />0 <br />V) <br />:2 < <br />V) <br />< > <br />Lu <br />Lu _j <br />0 uj 00 <br />Lu Lu <br />Z < Cf1 <br />< <br />00 <br />,'(D <br />0 <br />WCV iy 01 <br />00 <br />UCY) <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=l 08MPH), 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 LENNAR CORPORATION. <br />02019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12.13.17 <br />1.00 6TH ED. (2017) FBC <br />UPDATES <br />12.29.17 <br />1.01 PLAN REVISIONS TO HVAC <br />ELECTRICAL <br />--SPACE& <br />04.30.18 <br />_ <br />1.02 REV. FLOOR TURSS LAYOUT <br />02.07.19 <br />1.03 USE SIMPSON H10 ILO <br />USP RT1 6A <br />VER51.6 NOj.G3:'/-0:2.'07.19 <br />41 <br />< <br />0 <br />7 <br />C�) <br />01 <br />C=) <br />C") <br />CL- <br />Lu d <br />co <br />z 0 <br />Lu <br />z <br />WV) , < <br />N V, <br />Lu Lu <br />cr) 10 :E 00 <br />Lu z:) Lu * <br />z :�i <br />Lj ZD uj 1-41.6 <br />< <br />F3 <br />z <br />Lu <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390445 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />1 <br />(D <br />011 <br />CD <br />