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ALL WORK SHALL COMPLY WITH ALL <br />PUYAING CODES, FLORIDA BUILDING <br />CoDt, NATIONAL ELECTRIC CODE AND <br />CITY OI+ ZEPHYRHILLS ORDINANCES <br />SOOZ 9 4-N�nr <br />_ iP �%�U <br />' g f <br />I <br />0 FOOTING 5C� 4ED1.11.._E x 0 <br />6IZE <br />REINFORCING <br />DEf=TH <br />FI <br />2'-0''x2'-O° <br />_ W1 (1) 0 9,' O.C_ EA UJAY <br />12' DEED' <br />F2 <br />2'-6"x2'-&' <br />IIJ/ 0) S 6 6' O./:. �A WAY�f <br />W' DEEP <br />.SCALE- 1/4' a 1'-0' <br />ENGINEERED PLANS <br />ON FILE <br />.1 <br />11 <br />a <br />a <br />5 <br />38' -S" <br />VILL CELL UUMASONRY MIX TO <br />F2 COVER PIPE. (APPROX. 3 COURSES) V-0sa. <br />NO VERT. se5AR lgsajIRE -.'P P31-10� <br />A/C AD <br />5'-rot-4"a"V o <br />We. <br />I <br />ELEYAt10NOIL <br />� c <br />ELEVATION A7 ?'-2�` (A55Uh1�C�) <br />12'-0' �,'-�° I°_g° 3 1/2' MR (4' NOMINAL) %1 IIN01 ES I -+5 VERT.IMAR <br />i CONC. SLAB ON C- RADE flN MASONRY CELL !FILLED i <br />i 1, _ S" " r1 4' - �" W/ 6x(o UJI.4xU)1.4 MESH IN TOO SOLID W1 CONCR£'iE. <br />51 OF 1 1/2' OF SLAE OR 4' VERT.1E11%F- SHALL BE HOOKED <br />FIf3ER MESH CONC. SLAB /� INTO BEAM ABOVE 4 I-TG BELOW <br />REC Sfr FOR Sta17. ■ ■ ■ <br />OVER 6 MIL VAPOR BARRIER <br />PROVIDE 25MIN. LAP WI-EfM <br />SPLICED 4 Wife TOGETHER <br />. _ _. .......... <br />ON GLEAN, U1ELL-COMPACTED. <br />/ <br />TERMITE TREATED, C:RANULAR <br />FILL. <br />slr'I. <br />uu® slr�so� sly <br />CONNECTOR 4 W i <br />� <br />I-4 AW-440R MOLTS <br />` <br />w w O.G OR HILTI <br />3/4' <br />®' <br />OCI STD FILM i <br />i <br />COTROL <br />%] BOTTOM PLATE TO CONCF&-M <br />3 <br />JOINT I <br />f 1 0 1 m <br />1 -4 F -2 <br />SIM SIMP50At 1 � OT O ' <br />�J�'�►1� A� aroR t ttv JOINT <br />{-� A�1cHOR HOLTS <br />/ IS� LAND aim • -W 0,C, OR kil-Ti / <br />/ SRJK X-CF .. NAILS OR ZCUA <br />1 • 121 O.C. 5T� FROM <br />2 - 5S6 DIAGONAL SoTTOM tars TO GOhlt�TE <br />/ AT ALL INTERIOR Mt -.°`WEE `ALL) <br />SLAB C ReR5 t lTl7T lT/" ' v. CO`rROL <br />(TYPi,1/lllf_/Glf1L/C1/111L��11�/r1rd JOINT .- <br />1 aVATKxi <br />/ FRDVif B x wb FM (-1 ¢+-3 lt1" /r 777 ° cif <br />LINE FOR ICE MAKER � � (I)( (1) vJ cm. <br />I <br />11 ■ ■ FD. �Fu,— — -I <br />/ V� <br />x <br />i al BRICK <br />i PAVERS <br />i ATION $ ;x$ 1ro l <br />'Pis <br />CONC. LK. <br />_ - ELEVATION $ X 13 <br />■ i u <br />/� - IRDER (i�1ISS 1.VL) t <br />to CARRIER wauLL_ AND S <br />' � ROOF tl�168ES ABOVE. A $. q I <br />Fl SIMILAR <br />34' C-J- <br />y, 5i SIMILAR a <br />20'{ 4' <br />iSI I i�E FOI2 �.o/ 1 ' <br />. 1 ■■ t` ■■ I ■ <br />J 1 cEss a:aR c%D.7 <br />■■ ■ <br />OPTIONAL 4'-0' GARAGE EXTENSION <br />I2' �fd ` ✓' -O' 2I'-S' <br />SCALE- 1/4' = Y-o' <br />Hs. <br />r <br />cq <br />- <br />x <br />� x N <br />rr <br />as <br />73fii <br />e <br />z <br />FOUNDATION NOTES - <br />I. SEE SHEET SNI FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL. BE PER POWED <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 />❑ SAMUEL A. GREENBERG, F.E. "34245 <br />F] THUY H. HUYNH, F E. 060122 � <br />j Fl iR,U1N J. BENSON, PE. "4-r58 <br />❑ AL I AeBAS HAKIM, F.E. wo&- eeo <br />TO T#F EEST OF TIC D6'S MU DCE AND BEJEF, TOE <br />STI?IJCT(lRC f L40 Ali 6MCNCATfaNS CalFLY UN NE <br />FI.ORIDA BIJLDWs CME, W0416% FOR 20 MN. 3 SECOND <br />GUST, EA*O&n `B' WIND XNE (2001 EDITION). <br />T45 DRAIIlNG AND DESIGN IS YALID FOR v i w( o AFTER TIC <br />DATE IS S&O AND 6E4M. <br />%NED AND SEAM FOR T1 E STR C W4 RIAMCN CF TINS <br />DRAT" ONLY <br />�Q <br />�c <br />a� <br />z <br />w <br />_ <br />cog <br />=o <br />lL � <br />�� <br />Zo <br />6 <br />z <br />w <br />a <br />®� <br />@+.-...1 <br />tp�yJ� I� <br />� (yn� tp�tl, <br />try�q <br />Iy�y <br />a <br />