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r34111 nt, <br />I <br />PARTIAL FOUNDATION PLAN <br />SCALE: I/4'-I'-0' <br />3'-6'x3'-6' A/G PAD <br />LOCATION (MIN. 3' ABOVE <br />FINISHED GRADE) <br />FOUND AT I ON PLAN <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 />(D— <br />STRUCTURAL NOTE <br />O —+ <br />HOSE BIBS <br />N.B. <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 IS DESIGNED BASED ON 2000PSF <br />SOIL BEARING PRESSURE. CONTRACTOR/OWNER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE, <br />NOTE: <br />BORACARE 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 />O FOOTING SCHEDULE O <br />MK 0 <br />SIZE <br />REINFORCING <br />DEPTH <br />FI <br />2'-0' x 2'-0' <br />(4) 45 EACH WAY <br />12' DEEP <br />F2 <br />2'-6' x 2'-6' <br />(4) A5 EACH WAY <br />16' DEEP <br />m <br />DAN SCO <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.danscoengineering.com <br />CA 25948 <br />>t <br />O <br />CD <br />N <br />Lu <br />� n <br />CD <br />I� <br />z <br />M� <br />Q Ln <br />�J <br />LIJ <br />CY <br />(.J 00 <br />N <br />~ <br />W � <br />J <br />O <br />m <br />Lu <br />QQ <br />L <br />n <br />W <br />Q <br />I ^ <br />w - <br />a— <br />� <br />X <br />LLI <br />J <br />LJ <br />�W <br />r� <br />V w <br />Q <br />Q <br />Q <br />< <br />UN <br />10 <br />Q <br />011 <br />Lu <br />u <br />L0 <br />S <br />c� <br />EO <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=±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 />OF THIS DRAWING ONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />©2018-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 />VERSION NO. 1.00 / 12.12.17 <br />W 3 uz <br />L��Y- <br />j <br />ew4" <br />Pam. <br />nw <br />f.r' <br />0 <br />coo <br />O to <br />QL <br />w N <br />Cm <br />7 <br />—� <br />w <br />(7 9 Z <br />Lu <br />N <br />Q � N <br />LY <br />w(y) 10 <br />LY <br />::)* * <br />Q � = u.i <br />c/) (L I— Ii <br />LN <br />❑ �— <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />380843 <br />DATE ISSUED: <br />06.25.18 <br />DRAWN BY: <br />JH <br />REVIEWED BY: <br />TH <br />W� <br />R11— <br />