Laserfiche WebLink
(51M.) � <br />IN m 1/2-4 1/2', 0 0 <br />RECESS <br />rE <br />53 <br />301-01 <br />TO GARWALL <br />31-41 <br />b1.61 <br />91111 <br />RL <br />MF- <br />ELEVATION -(-) 1-1/2'FF. <br />ELEVATION CAN BE NO MORE <br />THAN 1-1/2' BELOW TOP OF <br />b EGRE-65 DOOR THRESHOLD. <br />FIELD VERIFY. 4 <br />- — — — — — — — — — — — — - <br />NJ 0 <br />3'-10' <br />121-Al <br />�� 12'-0- <br />IIFII <br />PARTIAL FOUNDATION FLAN - ELEV. <br />SCALE: 1/4'=I'-O' <br />53 <br />I <br />Im <br />LEW <br />0 <br />I <br />I <br />�&mo <br />.................... <br />............ . . ..... : ............. .............. <br />201-1- <br />I'DEEP 2 <br />41-41 <br />A <br />CONTROL JOINT <br />Is RE C E56 0 T 6E-Ep- -T <br />31'-4- 31-4. �1-0 13'-4' <br />t2/01 01 lo <br />> <br />-01 rA <br />I m , u, <br />NOTE. F ROVIDE 11/2' DEEP x 13' 0 <br />BEYOND AT EA END ELEVATION 1-1/2' M. <br />WIDE F ECES5, AND EXTEND V <br />P' ELEVATION CAN EE NO MORE <br />THAN 1-1/2' DELM TOP OF <br />EGRE56 1) <br />L - - - - - - -- - - - - - - - - -- - - OOR T 6HOLD, <br />ri --- J-1 <br />FIELD VERIFY, <br />j- No IN - V 0- 1 % <br />- - - - - - - - - - <br />4) 7 <br />11-131 ut-016. 161-01 at-ok 24' 5'-4- 31-101, 41-91 <br />2�'-4' 1'-4 131-41 <br />501-01 - <br />(D FOUNDATION FLAN <br />SCALE: I/4'=I'-0' <br />3'-b'x3'-&' A/C PAD <br />LOCATION (MR 3' A50VE <br />FINISHED GIRADE) <br />I <br />INDICATES I - 15 VERT. REBAR <br />IN MASONRY CELL FILLED <br />SOLID W/ CONCRETE. <br />VERT, REINF. SHALL BE HMD <br />INTO BEAM A50VE 4 FTG. BELOW <br />PROVIDE 2�'MIK LAP WHERE <br />SPLICED 4 WIRE TOGETHER <br />5YM5OL5 <br />5UILDM 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 />UJINDOUJ SCHEDULE KEY <br />(SEE WINDOW SCHEDULE SHT. <br />STIRUCTURAL NOTE <br />0-+ <br />HOSE 5155 <br />FOUNDATION NOTES: <br />I. 61HE SHEET SN FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL 5E PERPOFZMED <br />AND A COPY OF THE SURVEY SHALL 5E ON THE <br />SITE FOR THE 5UILDING INSPECTORS USE. ORALL <br />PROPERTY MAWER& SHALL 5E EXPOSED AND A <br />STRING STRECTCHED FROM MAWER TO MARKER <br />TO VERIFY REQUIRED 6ET15ACK5. <br />3. THE FOOTING 16 DE61GNED 5,48ED ON 20001=&F <br />SOIL 5EARING PRE55URE. CONTRACTOR/OLLNER <br />$HALL VERIFY 501L 5EARING PRESSURE OF THE <br />PROPOSED 51TE. <br />NOTE: <br />5ORACARE TREATED LUM5ER [SAN ALTERNATIVE <br />TERI'1ITE PROTECTION TO 601L P0160NING <br />16NANCE OF PLANS FROM THIS DESIGNER'S MCE 614ALL 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 ANT CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, I)MMION5, OR ADHERENCE To APPLICA13LE I5U1LDIWj <br />CODES SHALL 13E BROUGHT TO Tit ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 56-M <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVI51ONS OR CHAa6, NOT RELATED TO THE CORRECTION OF ERROF6 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 13E HELD RESPONSIBLE. <br />FCCIT�JNG SCHEDULE <br />M<= <br />SIZE <br />REINFORCING <br />or=f-Tw <br />F1 <br />2'-0' x 2'-0' <br />(4) 05 EACH WAY <br />12' DEEP <br />;=q <br />- '7--ro. <br />(A) 05 EACH UJAY <br />iro, r->r=r=p <br />ALL wc%c <br />s IL CC)Afpy V <br />VAkft <br />01S <br />P1 <br />L: <br />......... ......... ............ <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.danscoengineen . ng.com <br />CA 25948 <br />CD <br />C:) <br />C14 <br />uj <br />Z F- <br />0 <br />ur) <br />�� 53, <br />ul) m <br />Cn (y) Ln <br />tun --j <br />.j LL <br />Ce LP <br />z.:t <br />�; ;� 00 <br />w <br />z <br />Z LLJ <br />LLI <br />Lu <br />fl� <br />Lu < <br />V) —0 <br />< <br />> <br />uj < <br />Lu D- <br />1121:� o <br />C) ,q. LU <br />Lu <br />(D Lxu <br />z < <br />< "'b < <br />< <br />0 01) <br />U 00 <br />E C�' <br />< 00 <br />Lu U L0 <br />(y) CY) <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=l 08MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) 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 2019 LEN NAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WffHOUTWRrrrEN <br />CONSENT FROM LEN NAR CORPORATION. <br />0 2019-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 />6TH ED. (2017) FBC <br />1.00 UPDATES <br />07.31.18 <br />ELEV. A TRUSS LAYOUT <br />1.01 REVISED <br />VERSION NO. 1.01 07.31.18 <br />�Mt <br />F <br />C*-j <br />Lu <br />fn <br />ui <br />ftf <br />ui <br />:z) CN <br />= <br />C4 — <br />t 0 <br />Lu LU 10 <br />Lu :D 41- <br />Z :�E :D <br />Ld j <br />z <br />ILU <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390079 <br />DATE ISSUED: 01.16.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />I <br />00" <br />ftim <br />014 <br />co <br />1qq- <br />C',4 <br />LO <br />r- <br />