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LL 1 S-Nrd <br />i ?gAHd'-3z .40 ,U10 <br />53ONVNICrdO <br />SMIHNAk1 !"°77 JO A.11.10 3Hi aw <br />'300J JI ..I.03131VNOI VN <br />'3000 miI(1 me vuNmA 5w00 <br />ON111VASNd HAM J ldIN03 1.1VHS A40M TIV <br />0 <br />■ ■ 1/2'x91/2' ■ ■ <br />Fl b RECESS <br />53 <br />30'-0' <br />TO GAR WALL <br />91n, <br />s ❑ <br />IN <br />ELEVATION-(-)1-1/2' ff. <br />ELEVATION CAN BE NO MORE <br />THAN 1-1/2' BELOW TOP OF <br />EGRESS DOOR THRESHOLD. <br />FIELD VERIFY. <br />■ <br />------------� <br />13'-4' I , <br />S3 12'-0' <br />FAfRTf AL FOUNDATION FLAN - ELEV. 11511 <br />SCALE: 1 /4' = I' -ID' <br /><r <br />AN <br />_4- <br />r. <br />A. <br />50'-0' <br />4'-4' 5' 4' 5' 4' 4'-0' 01 2'-10' oo 6'-2' 3'-8' 3'-0' <br />A/C PAD <br />GONG. PAD LOCATION (MIN. 3' ABOVE <br />H.B. ELEVATION A NC PAD FINISHED GRADE) <br />S3 53 <br />■ ■ ■ ■ o ■ ■ ■ ■ ■ ■ - - ____ -_ ■ ■ <br />-- -------I---- - - - - - �--- - -------------_----i-_--_----------, <br />o z o R>:CESS SLAB o f I e <br />1 I/2'x8' AT SGD <br />Flo U-4 <br />I <br />■ I GG 1 — <br />I s3 I � <br />A , <br />OIL ELEVATION T 04' <br />■ <br />I �I <br />Lu <br />1 <br />1 <br />1 <br />_wnirwti vvn♦i�I <br />■ I -- - - - - - - - - - - <br />- --i----------- --- I'DEEP A 4�--,1�f.2 <br />A I N 1---, <br />S3 I ■ ■ REC SS ■ ■ - DEEP <br />iR01 JOINT <br />I <br />I -wl2 <br />ol 31'-4' Y- ' 0' I 13'-4' <br />I -- FI -01 <br />co I v I ■ - . <br />NOTE: PROVIDE 1 In' DEEP x 13' o I ■ ■ - - I S3 <br />WIDE FECEK AND EXTEND 6' <br />BEYOND AT Ea END I' I�E1!ATION� <br />I -� ELEVATION) CAN E E NO MORE I `" <br />THAN 1.1/2' 5ELCR TOP OF <br />-------- -- -- --- -- --- -- --J :¢a EGISSDOORT IZESHOLD. <br />------ 1 <br />■ ■ ■ mom ■ ■ ■ ■ - I _� FIELD VERIFY. ■ <br />S3 S3 NO <br />N. ■ ■ N w _- _.. __ �■ ■ N <br />L A <br />16'-0' -0' '-0' 2'-0' 5' 4' S3 4 9 S3 1 3' 10' 4'-9' <br />29'-4' 1' 4' 13'-4' <br />50'-0' <br />FOUNDATION FLAN <br />SCALE: 1/4'=1'-O' <br />INDICATES I - 5 VERT. REBAR <br />IN MASONRY CELL FILLED <br />SOLID IN CONCRETE. <br />VERT. RE NF. SHALL BE HOOKED <br />INTO BEAM ABOVE 4 FTG. BELOW <br />PROVIDE 25' MIN. LAP WHERE <br />SPLICED 4 WIRE TOGETHER <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 />�— <br />(Detail No. over Sheet No.) <br />0 <br />WINDOLU SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />�-� <br />STRUCTURAL NOTE <br />O -+ <br />HOSE BIBS <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 BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING 6TRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />3. THE FOOTING IS DESIGNED BASED ON 2000PSF <br />SOIL BEARING PRESSURE. CONTRACTOR/OUINER <br />SHALL VERIFY 501L BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />50RACARE TREATED LUMBER IS AN ALTERNATIVE <br />TERMITE PROTECTION TO 501L 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 FELATED 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<" <br />SIRE <br />REINFORCING <br />DEPTH <br />F1 <br />2'-0' x 2'-0' <br />(4) 05 EACH WAY <br />12, DEEP <br />F2 <br />2'-6' x 2'-6' <br />(4) 05 EACH WAY <br />16' 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.danscoengineedng.com <br />CA 25948 <br />o <br />0 <br />['V <br />Z LLJ <br />O�5 <br />o^ <br />0 V) M <br />z <br />a(nMLf1 <br />W LL <br />n <br />T <br />ZF_ <br />°-;Q <br />0' <br />Z <br />W <br />Z� <br />Lu <br />J <br />O <br />O <br />tD <br />LLJ <br />r <br />W <br />Z <br />Q <br />c� --- <br />O <br />3 <br />CL <br />Q <br />Q <br />� <br />Q <br />Lu <br />_ <br />� <br />�pL� <br />Lu- <br />Q <br />Lu <br />J <br />'wn <br />V w <br />0 <br />Q � <br />Q <br />Q <br />U_ '0 <br />N <br />Q <br />0 <br />L J <br />U <br />�o <br />c'7 <br />(y) <br />Q <br />r <br />u <br />C <br />TO THE BEST OF THE <br />ENGINEER'S <br />�r <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />I� <br />PLANS AND SPECIFICATIONS <br />COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />u <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd=108MPH), 3 SEC. GUST, <br />C <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />C <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />u <br />THIS DRAWING AND DESIGN IS VALID FOR <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />12 MONTHS <br />r <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02018-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 DESCRIPTION <br />12 12 17 1 ()D 6TH ED. (017 FBC <br />VERSION NO. 1.00 / 12.12.17 <br />^yam' <br />k: / <br />J a5 <br />F <br />U <br />o' c� <br />z <br />�1 W <br />S <br />W <br />Z <br />Lu <br />Lu <br />W <br />20 <br />Z Q Uj <br />-D LU <br />"o <br />� a: <br />W ❑ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />380842 <br />DATE ISSUED: <br />06.25.18 <br />DRAWN BY: <br />JH <br />REVIEWED BY: <br />1 <br />TH <br />