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1� <br />FART I AL FOUNDATION <br />SCALE. I/4' = I' -0' <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL. ELECTRI� "ODE, <br />AND THE CITYkF 'EPHYRHILLS <br />ORDINANCES <br />ATE <br />ZEPHl <br />PLC "AIWI S <br />3'-(o'x3'-b' A/C PAD <br />LOCATION (MIN. 3' ABOVE <br />FINISHED GRADE) <br />.1AMSfl <br />5YM5CLs <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 />O <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. ) <br />C)-- <br />STRUCTURAL NOTE <br />O -+- <br />HOSE BIBS <br />H.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 2000P5F <br />501L BEARING PRESSURE. CONTRACTOR/OWNER <br />SHALL VERIFY SOIL BEARING PRESSURE OF THE <br />PROPOSED SITE. <br />NOTE: <br />50RACARE TREATED LUMBER 15 AN ALTERNATIVE <br />TERMITE PROTECTION TO SOIL POISONING <br />ISSUANCE OF PLANS FROM THIS DESUCRS 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 N NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DES13NER6 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 />F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DE6&fR SHALL NOT BE HELD RESPONSIBLE. <br />O FOOTING SCHEDULE O <br />MK • <br />SIZE <br />REIwORGlw_% <br />DEPTH <br />FI <br />2'-V' x 2'-V <br />(4) 15 EACH WAY <br />12' DEEP <br />F2 <br />2'-6' x 2'-W <br />(4) 05 EACH WAY <br />16' DEEP <br />•�3�£ r��/.'w�;. :��s�:�� ��:i��ssl3vis%siiss� �r<y: <br />�_;„ is ~''�.:':> •`ui <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.danscoenginee6ng.com <br />CA 25948 <br />o <br />0 <br />N <br />Z W <br />o� <br />Z <br />aU)MLn <br />W LL <br />ce <br />0- <br />Z <br />H d M <br />00 <br />� <br />W <br />Z <br />W <br />ZC) <br />J <br />O <br />J <br />W <br />Hry muj W <br />V) ^ p <br />t% <br />CL <br />Q <br />G w V) <br />W _1 — .J <br />w Q W U m <br />W ° W <br />z��V m <br />0 <br />U0 v <br />N Q <br />� <br /><W cU <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 = 30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER TH E DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORITON <br />OF THIS DRAWING ONLY. <br />® 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, 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 ED. (2017) FBC <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 HIOA ILO <br />LISP RTl 6A <br />VERSION NO. 1.03 / 02.07.19 <br />41 ° <br />(01 J.. : <br />w < y. <br />I`k: <br />Cam. <br />w <br />m J <br />z 0 <br />W <br />Q = U <br />W z 3 <br />QCCV � <br />=N N <br />W w� _� }00 <br />Lu } w * <br />`NW <br />Q <br />= W W <br />n ; <br />V <br />W ❑ ❑ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390442 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />1 <br />0000 <br />O <br />CV <br />M� <br />00 <br />04 <br />V J <br />r <br />