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I <br />5 Ir <br />ubbie_ <br />Bs,— <br />1/2'x9 I/2' <br />�. ■ <br />■ RECESS <br />■ ■ ■ ■ ■ <br />4 <br />I <br />1'-4' Y 4' <br />1'-4' <br />-V <br />o <br />� I <br />e <br />@ <br />A <br />Fl� <br />I L .n <br />53 <br />A <br />L <br />ELEVATION-(-)1-1/2' f , <br />53 <br />53 <br />ELEVATION CAN BE NO MORE <br />THAN 1-1/2' BELOW TOP OF <br />EGRESS DOOR THRESHOLD._ <br />FIELD VERIFY. <br />13'-4' TO END WALL <br />1'-4' <br />ol 29'-4' TO GARAGE WALL <br />PARTIAL <br />FOUNDATION <br />FLAN - ELEV, 11511 <br />SCALE: 1/4' =1' -0' <br />3'-E <br />LOCATI <br />I <br />INnlrA1T:A (1)+5 vl:RT IPRAR IN MAa N12Y r1 1 I <br />AC PAD <br />FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL <br />BE HOOKED INTO BEAM ABOVE 4 BELOW, PROVIDE <br />25' MIN. LAP WHERE SPLICED 4 WIRE TOGETHER 50'-0' <br />'X3'-b' A/C PADS <br />N (MIN. 3' ABOVE <br />5'-4' <br />5' 4' 5'-4' 1 2'-8' 4'-2' oo 6'-4' 5'-0' 3'-8' 00 3'-10, 1'-4' 3'-4' 3'-V <br />FINISHED GRADE) <br />3104'-8' <br />CONC. PAD <br />J <br />ELEVATION <br />M <br />H$. <br />J <br />A/C PAD <br />(4 0'-4' <br />S3 <br />Sb <br />■oil■ <br />■ <br />■ ■ <br />■ O <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />r z <br />—I <br />z <br />— <br />;: <br />RECESS SLAB I W <br />— --- <br />REF <br />- <br />0 <br />0 <br />�IIIIII,Lou <br />'I <br />--- -::: - <br />�in <br />ELEVATION AT 04' <br />Lu i <br />■ <br />I (ASSUMED) _ <br />- ::_�■ <br />_._..........:......_.. _..... ;.._.._..r <br />Lu <br />31/2' MIN. (4' NOMINAL) CONC. SLAB ON GRADE <br />W/ bxb WI.4 x W1.4 MESH IN TOP OF 11R' OF SLAB <br />v <br />I OR 4' FIBER MESH CONC. SLAB OVER POLY <br />To <br />..... .... ............................. ...................._._<--- <br />.... _..............._ _......... <br />_ <br />VAPOR BARRIER ON COMPACTED AND TERIITE <br />II'-0' <br />r <br />TREATED GRANULAR FILL <br />I......................................................................... ` <br />ELECTRICAL <br />I CONTROL JOINT <br />— -----------= <br />----4 <br />■ <br />('DEEP <br />INSTALLUNDRORODPVc <br />■ <br />I------—-------—___ <br />;. <br />I FOR ELECTRICAL WIRES TO x......._....�.._..._.... <br />I I <br />I <br />ISLAND CABINET ` <br />I -STY. FTG. Ilk 2-STY. LTG, <br />l <br />_ <br />■ <br />tT;%,T��T J _. <br />.._.._.. <br />■ <br />Zr <br />CC ELEVATION <br />ell <br />I <br />(SIMJ <br />53 <br />VIA <br />d <br />_ <br />01 <br />— -----I—— — — — — — <br />CONTROL JOINT <br />F3 ST <br />I <br />�— I <br />I DEEP <br />ISIMJ <br />IN OPT" GAS WA <br />CC <br />i 4 PIPE BOLLARD I <br />■ <br />S3 <br />II'-0 3/4' TO FOOTING <br />■ <br />_ __.............:..........:.._......................................._..._ _......:._., <br />0 <br />A <br />z I <br />0 <br />M <br />_ I <br />I I <br />4' STEP <br />I0- <br />'- <br />I <br />53 - <br />is <br />I <br />CONTROL JOINT <br />w <br />w <br />■._ <br />('DEEP <br />--------I-------- <br />_ <br />--- 1- NOTE.----- I <br />■ <br />I W.C. ,........._................._..._ ...... _..: <br />:......, <br />� <br />— <br />i PROVIDE GAS DROPS (IF REQUIRED) I <br />FOR ALL GAS APPLIANCES. <br />LAV.\; <br />(VERIFY LOCATION OF ALL GAS <br />W.B. <br />$. <br />0 <br />...--...-_..._ ......................:. <br />I APPLIANCES ON FLOOR PLAN <br />0 <br />■ <br />................._........._....................... <br />................_.._._._.............................._....... ; <br />I <br />PRIOR TO ANY CONSTRICTION) I <br />�" <br />CONTROL JOINT <br />I <br />I W-0 3/4' TO FOOTING <br />2-STY" <br />G" <br />I -STY. FTG.2 <br />■ <br />-10I <br />'0'2-1' <br />i <br />r <br />I <br />I <br />10'-0' <br />01 <br />5b <br />I I <br />I <br />I <br />■ <br />2 <br />I <br />J <br />I <br />e <br />jI--^--- <br />� ; <br />--------1--------� <br />—---------1 <br />to x91n <br />NAV <br />"' <br />■ <br />N ■ ■ <br />RECESS ■ ■ <br />■ ■ ■ <br />■ <br />■ ■ <br />_ <br />I ■ <br />NOTE: PROVIDE 11/2' DEEP x 13' <br />PF <br />L <br />NOTE: PROVIDE 11/2' DEEP x 13' JWIDE <br />WIDE RECESS, AND EXTEND b' <br />S3 <br />RECESSAND E�� b S3 <br />BEYOND AT EA END <br />�, <br />BEYOND AT ESA END <br />A@ I 1'-4' - <br />Y 4' <br />114 "1 ' <br />I.O, <br />`r <br />@ <br />I.O, <br />l <br />,-01 <br />S3 <br />0' <br />0' <br />53 u, <br />L. J <br />ELEVATION -(-)1-1/2 FFF. <br />— — — — — — — — — — <br />ELEVATION CAN BE NO MORE <br />u rL THAN 1-1/2' BELOW TOP OF <br />� <br />■ <br />■T-- 101 IN — <br />— — <br />n EGRESS DOOR THRESHOLD. <br />- <br />— <br />FIELD VERIFY. <br />FI <br />53 <br />F1 <br />2'-10' <br />Ile Y-10' <br />3'-10' <br />1'-6' <br />1'-4' <br />414' <br />T-0' <br />'-0' <br />16'-0' <br />2'-8' <br />le 8'-0' <br />1'-8' <br />jr <br />12'-0' <br />8'-8' <br />29'-4' <br />50'-0' <br />_ v ,. � APB <br />SCALE: 1/4' =1F� p <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 />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />STRUCTURAL NOTE <br />O — <br />HOSE BIBS <br />H$. <br />O FOOTING SCHEDULE O <br />1"IIC.a <br />sl X,E <br />� INFORCINCx <br />DEPTH <br />D P <br />FI <br />2'-0' x 2'-0' <br />C4) B MAGI -I IUAY <br />12' pE1=P <br />F2 <br />3'-0' x 4'-&' <br />(5) 45 (SHORT DIR.) <br />(Z) S (LONG DIR-) <br />20' DEEP <br />i=3 <br />3'-0' x 5'-6' <br />(5) +5 (SHORT DIR.) <br />(8) 05 (LONG DIR.) <br />I6' DEEP+ <br />1=4 <br />2'-6' x 2'-W <br />(5) 45 EACH WAY <br />Ih' DEEP— <br />* INDICATES DEPTH 5ELOW THE GARAGE FINISHED FLOOR <br />FOUNDATION NOTES: <br />1. 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/OUJNER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />50RAGARE TREATED LUMBER IS AN ALTERNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />ISSUANCE OF PLANS FROM THIS 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 BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION 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 />DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <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.danscoengineedng.com <br />CA 25948 <br />i <br />O <br />0 <br />N <br />Z <br />O? <br />o^ <br />ZW <br />LL <br />z <br />HIt <br />d M <br />00 <br />a <br />H <br />Luz3 <br />w <br />J <br />O <br />O <br />.o <br />Lu <br />m W <br />V) ZLu <br />Q > cn <br />ui W — J <br />O`U in <br />LLJ o- J <br />w <br />ca <br />Z <br />Q '� O <br />00 U <br />U <br />O. <br />Cie L0 <br />�NQ r— <br />CLL.I co 110 <br />L <br />Q <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=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=t0.18) 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 />m 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />m 2019-THESE DRAWINGS AND DESIGNS ARETHE <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 />12.13.17 <br />l.Op 6TH ED.(2017) FBC <br />UPDATES <br />12.29.17 <br />I.OI PLAN REVISIONS TO HVAC <br />SPACE & ELECTRICAL <br />04.30.18 <br />1.02 REV. FLOOR TURSS LAYOUT <br />02.07.19 <br />1.03 USE SIMPSON H101LO <br />USP RT16A <br />VERS101 (N T3 a>.07.19 <br />E. <br />011 <br />65 <br />w O <br />w <br />m � <br />z O <br />w <br />Q at = U <br />W Lot rN <br />Q=N nv <br />W wM _� }� <br />W ZD �4 w* <br />Z <br />Qui =w �w <br />(' N0-- a a <br />W ❑ ❑ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390443 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />1 <br />