Laserfiche WebLink
93 <br />I <br />ON <br />CART I AL FC�N' =-ION <br />SCALE: 1/4'=1'-O' <br />3'-b'x3'-b' A/C PAD <br />LOCATION (MR 3' ABOVE <br />FINISHED GWE) <br />1=579 <br />OI�NI�>�T ION FLAN <br />SCALE: I/4' = I'-0' <br />5`r'M50LS <br />BUILDING: SECTION KEY <br />(Section No. over Sheet No) <br />^ <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 />a i <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 200OP5F <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 DESK, M OFFICE FOR CORRECTION BEFORE <br />CO tfNCEMENT 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 DES61fR SHALL NOT BE HELD RESPONSIBLE <br />O FOOTING SCHEDULE O <br />MIG. • <br />SIZE <br />REINFORCING, <br />DEF'TI-I <br />FI <br />2'-C' x 2'-V' <br />(4) 45 EACH WAY <br />12' DEEP <br />F2 <br />V-6' x 2'-6' <br />(4) 05 EACH WAY <br />16' DEEP <br />ALL WnR.v <br />1"! V VITH PR VAILING <br />N, <br />lil�1 � ...F � p�"'.. •1 t'l:h1hP_ <br />"4ANCEIS L <br />`T 1 1j= 1= r HYRHVr <br />n; V/�, <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.danscoengineering.com <br />_ CA 25948______ __ <br />0 <br />N <br />Z w <br />Ln N n <br />O <br />z <br />Q V J Ln <br />aW�^ <br />ZIQCLaM <br /><�a <br />o <br />W <br />Z U) <br />Lu <br />ZLu <br />J <br />O <br />CD <br />w <br />Q <br />z <br />n <br />Q <br />Lu <br />I <br />w <br />CL <br />Q <br />X <br />uj <br />J <br />'LLJ <br />v LJLJ <br />Q�1OQv <br />Q <br />U <br />'0 <br />o <br />cr) <br />(y) <br />CV <br />Q <br />01%, <br />LLB <br />U <br />M <br />S <br />M <br />0 <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= I 08MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=10.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY_ <br />0 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 1.00 6TH ED. (2017) FBC <br />UPDATES _ <br />07.31.18 1.01 �L� A RU $LAY UT <br />REVEQ <br />VERSION NO. 1.01 / 07.31.18 <br />1 <br />C <br />C) <br />CV <br />� �• <br />111 <br />m � <br />Z _ <br />J t1J <br />Q a <br />W b ® Z <br />N Qv <br />N Z <br />W wM S10 <br />W )4t :it <br />Z Q L1i = u.w <br />Lu LJ <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 381320 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />04 <br />L0 <br />O <br />00 <br />CV <br />LO <br />r-- <br />