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4' 8' 5'-4' 5'-4' 3'-0' <br />3'-b'x3'-b' A/C <br />LOCATION (MIN. 3' ABOVE <br />CONG. PAD <br />FINISHED GRADE) <br />A/C PAD <br />A <br />ELEVATION <br />C-753 <br />S3 <br />(-) 0'-4' <br />------------------ <br />----- <br />INDICATES I - 5 VERT. REBAR <br />IN MASONRY CELL FILLED <br />z <br />zr RECE55 SLAB <br />SOLID W/ CONCRETE. <br />I (31 <br />I 11/2'x8' AT SGD <br />VERT. KINK SHALL BE HOOKED `" <br />I gig- <br />Q_ <br />INTO BEAM ABOVE 4 FTG, BELOW <br />I ► �' <br />n <br />>u <br />a <br />PROVIDE 25' MIN. LAP WHERE <br />I <br />I <br />SPLICED 4 WIRE TOGETHER <br />I <br />I I <br />I <br />I <br />I I <br />ELEV <br />I <br />TION AT 04' <br />I <br />an <br />( <br />D) <br />31/2' MIN. (4' NOM <br />NAL) CONC, SLAB ON GRADE <br />I W/ bxb 111.4 x WIA <br />I 1E5H IN TOP OF 11/2' OF SLAB <br />■ <br />OR 4' FIBER ME5 <br />CONC. SLAB OVER POLY <br />`t <br />; <br />VAPOR BARRIE9 <br />ON COMPACTED AND TERMITE <br />ALL 1N K SHALL 001mmy WITH PREVAILING <br />CODE FLU )A SUi .UIN� CODE, <br />E1.ECTR1� osl� E. <br />NA'f 10 CITY 3P : I iirAYR %LS <br />AN® _ IT <br />PARTIAL FOUNDATION PLAN ® ELEV. 11 11 <br />A ,A <br />SCALE: 1/4'=I'-O' <br />I I <br />I <br />-. <br />I _. <br />I I I <br />I I <br />■ I I I <br />I <br />I <br />I <br />I <br />I <br />2'-10' 4'-0' I, 5'-4' <br />5'-4' 1, 4'-4' <br />■ ■ o ■ ■ ■ ■ <br />—zp- ----- zl <br />Lu 8 gl� <br />wI O w <br />CA <br />i s3 r I I <br />I I <br />B <br />:A <br />� <br />I <br />IN <br />2'-10' 2'-11' '-2' <br />I I ■ <br />zl ' <br />o I <br />�I I <br />I I <br />I I <br />0 <br />— <br />— — — — — — — — — — <br />�' <br />4'4' <br />I'DEEP <br />50'-0' <br />(D FOUNDATION FLAN <br />SCALE: 1/4' = I'-O' <br />5)'MSOLS <br />BUILDING SECTION KEY <br />(Section No. over Sheet No.) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet No.) <br />DETAIL KEY <br />(Deta i I No. over Sheet No.) <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />0— <br />STRUCTURAL NOTE <br />O -+ <br />HOSE 5155 <br />H.B.. <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 9, E ON THE <br />SITE FOR THE BUILDING INSPECTORS UuE. 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 IS DESIGNED BASED ON 2000P6F <br />SOIL BEARING PRESSURE. CONTRACTOROUJNER <br />SHALL VERIFY SOIL BEARING PRESSUt'= OF THE <br />PROPOSED SITE. <br />NOTE: <br />BORACARE TREATED LUMBER IS AN ALTERNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />15WANCE 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 DESIGNER5 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 />O FOOTING SCHEDULE O <br />m< 0 <br />SIZE <br />REINFORCINCx j <br />DEPTH <br />FI <br />2'-0' x 2'-0' <br />(4) 05 EACH WAY <br />12' DEEP <br />F2 <br />2'-6' x 2'-Fi' <br />(4) 05 EACH WAY <br />ib' 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.donscoengineering.com <br />CA 25948 <br />i <br />O <br />0 <br />N <br />z w <br />Ln <br />ON <br />^ <br />0 <br />Z <br />V) M <br />awIj <br />L <br />^ <br />HaaM <br />00 <br />zc~nF-- <br />W <br />ZLu <br />w <br />J <br />O <br />O <br />0 <br /><C <br />_W <br />Q:� m w <br />LL1 z <br />— � <br />O <br />m <br />wa]= <br />w— U <br />�O—u ZQ <br />Q � x <br />Z��w p <br />U1� <br />� N Q LU <br />Lu U LU <br />i <br />12 M V <br />Q `o <br />O <br />c� <br />r <br />O <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 />M <br />BUILDING CODE, SECTION R301 FOR <br />00 <br />140 MPH (Vasd=108MPH), 3 SEC. GUST, <br />"C" <br />^ <br />EXPOSURE ENCLOSED (INTERNAL <br />` 4 <br />PRESSURE COEFFICIENT=±0.18) WIND ZONE <br />Lf) <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 />OF THIS DRAWING ONLY. <br />© 2020 LENNAR CORP.—THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02020—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 />1.00 6TH (017) FBC <br />ES <br />UPDATES <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />CLARIFICATION <br />02.07.19 <br />1.03 USE SIMPSON H10A ILO <br />USP RT16A <br />06.12.19 <br />1.04 ELEV. B. ADDED SALES <br />OFFICE OPTION <br />VERSION NO. 1.04 / 06.12.19 <br />LL p S i1 0 <br />O <br />m <br />° I0 <br />? <br />_O •— <br />J <br />U <br />W U' <br />Vf <br />3 <br />JN <br />Q� <br />J'q <br />>— <br />ujuj � <br />W <br />Z QLLi <br />Nu; <br />W <br />❑ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />390743 <br />DATE ISSUED: <br />05.14.20 <br />DRAWN BY: <br />JH <br />REVIEWED BY: <br />SG <br />1 <br />