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GGprc. ���E'�.S <br />�1gp' -61:5 �` S <br />�v <br />(SIM) <br />I <br />■ <br />S3 <br />■ ■ >rz ■ ■Ln <br />:r <br />In <br />- <br />I� <br />I <br />� I <br />I <br />I <br />■ <br />I <br />■ <br />ELEVATION -(-) I-U2' i�'F. <br />I <br />'r <br />I <br />I <br />ELEVATION CAN BE NO MORE <br />I <br />THAN I-I/1' BELOW TOP OF <br />a <br />a EGRESS DOOR THREW. I <br />'" <br />if FIELD VERIFY. <br />LN <br />O <br />I <br />------------� <br />N <br />r <br />L <br />I <br />'0I'- ' '-0' 3'-4' -0' 4'-9' 3'-10' 4'-9' <br />' <br />S3 <br />13'-4' <br />I <br />� <br />q <br />b'.g' \� 11'-0' <br />30'-0' <br />TO GAR WALL 20'-0' <br />2 PARTIAL FOUNDATION FLAN - ELEV. 11 <br />51I <br />SCALE: 1/4'=1'-O' <br />R+ <br />I <br />0 no <br />AA <br />\ 53 <br />3'-b'x3'-b' A/C PAD <br />LOCATION (MR 3' ABOVE <br />FNIW GRADE) <br />INDICATES I - 5 VW. FEW <br />IN MASONRY CELL FILLED <br />o SOLID IN CONCRETE. <br />VERT. REINF. SHALL BE WOOM <br />INTO BEAM ABOVE 4 FT& BELOW <br />PROVIDE 25' MM. LAP ISM <br />SPLICED 4 WIRE TOGETHER <br />I <br />■ <br />I <br />I <br />I <br />I <br />I <br />D. W. <br />I <br />( <br />I <br />■ <br />;. <br />_ I <br />f e 34'b0' <br />w <br />p <br />p pI <br />I <br />CONTROL &NOER th <br />, <br />�- <br />— <br />■ <br />ELEVATION <br />,D,Lav <br />� <br />, <br />83 <br />- <br />O0'4' <br />I <br />..... <br />■ <br />__. f:.... <br />, <br />o <br />S3 <br />L <br />J <br />I <br />I <br />FOOTING ONLY REQ <br />W/ OPT, GAS WA <br />4 PIPE BOLLARD <br />I <br />I <br />I <br />I <br />I <br />I� <br />I <br />■ <br />I <br />I <br />I <br />I <br />I- - - - - - - - - - - - - <br />WI\IIMiF WII\I� <br />-------------- I'DEEP <br />I <br />4'-4' <br />0 <br />I <br />i <br />■ RE <br />I <br />SS ■ ■ i <br />CONTROL JOINT <br />I. <br />31'-4' I <br />3'- <br />-0' I :, 13'-4' <br />I <br />I <br />QI <br />� <br />I" <br />� <br />■ <br />, <br />■ <br />NOTE: <br />DE 11/1' DEEP x 13' ~Q5� <br />I ■ <br />10 <br />■ <br />I <br />WIDE f <br />L — — — — <br />— — — — — — — — — — <br />ECESS, AND EXTEND 6' o <br />BEYOND AT EA END <br />I '- <br />— — — — — — — — — — — — — — <br />I <br />I <br />— <br />— J <br />e <br />I <br />ELEVATION <br />E NO MORE I <br />TOP OF <br />SHOLD. <br />`" <br />I `r <br />I <br />ELEVATION CAN I <br />THAN I-W' BEL <br />1: EGRESS DOOR <br />■ ■ ■ <br />■ ■ ■ <br />a <br />■ <br />L". <br />— <br />FIELD VERIFY. <br />----- <br />i <br />----J <br />■ <br />, <br />■ <br />■ ■ <br />J <br />J o <br />S3 <br />S3 `" <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />L <br />A <br />63 <br />63 <br />2' 0' <br />5'-4' <br />4'-9' <br />3'-10, <br />4'-9' <br />29'-4' <br />1'-4' <br />13'-4' <br />I �OUND�TION PL�4N <br />SCALE: I/4'=I'-0' <br />SYMBOLS <br />BUILDING SECTION KEY <br />(Section No. over Sheet No) <br />INTERIOR ELEVATION KEY <br />(Elev. No. over Sheet Noe <br />DETAIL KEY <br />(Detail No. over Sheet Noe <br />0 <br />WINDOW SCHEDULE KEY <br />(SEE WINDOW SCHEDULE $HT. ) <br />0— <br />STRUCTURAL NOTE <br />O —H <br />HOSE BIBS <br />H$. <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 TNIS DESIGNERS OFFICE SHALL NOT RELIEVE TFE BUILDER OF <br />RESPONSIBILITY TO REVIM AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDINGS CODES PRIOR TO "ENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADMOICE TO APPLICABLE BUILDINGS <br />CODES SHALL BE BROUGr•Cf TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />CO ts4cEMENT OF ANY CONSTRUCTION <br />MY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER DE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO TWSE PLANS BY ANY CM PARTY OTTER THAN THE <br />DESIGNERS OFFICE, THE DES&fR SHALL NOT BE HELD RESPONSIBLE. <br />O FOOTING SCHEDULE O <br />MK • <br />SIZE <br />RERFOW--NG <br />DEPTH <br />FI <br />2'-m' x 2'-W <br />(4) 03 EACH WAY <br />12' DEEP <br />F2 <br />2'-b' x 2'-&' <br />(4) 03 EACH WAY <br />16' DEEP <br />00 <br />CN <br />LO <br />