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■ -- I I t t 1 111111114111111 11 1 1 f f 't 1i I I II I I 11 IMF, I I I ! I lll>Qtll <br />SEE ARCH FOR <br />FASCIA INFO - <br />2X8 P.T. PLATE ATTACHED <br />W/-1/2*0 ANCHOR BOLTS <br />AT 32" O.C. MAX <br />EL= 22'-8" <br />TOP/WALL <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />STEEL JOIST <br />SEE PLAN <br />METAL ROOF DECK <br />SEE PLAN <br />EL= 18'-21 2" <br />U.S.M.D. <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />CANOPY BEYO, SEE <br />BUILDING SECf1 N 5 FOR <br />ADDITIONAL .*ALL REINF. <br />8" BOND BEAM AT <br />LOCATION OF CANOPY <br />BEYOND ONLY. SEE <br />NOTE ON S13 SHEET <br />S4.07 FOR BALANCE <br />OF INFO. <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1 /2" THICK PREMOLDED <br />JOINT FILLER MAT'L. <br />OL EL- (0'-0") <br />TOP/FIN FLOOR.. _-- ---�- __-- <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />_ (-2'-0" <br />Y TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />G <br />i <br />i <br />i <br />I <br />i <br />I <br />a <br />{ <br />i <br />4 <br />1 <br />r <br />I <br />k <br />I <br />1 i <br />P <br />I <br />Y <br />I <br />i <br />i <br />t <br />i <br />i <br />d. <br />.} i. + <br />C 1 4 }. <br />. <br />+ �. <br />+ <br />N <br />i 1- + <br />1- <br />+ I- i <br />J <br />W <br />+ <br />t 1 <br />i_ ti I <br />I <br />M <br />tl. N <br />O <br />+ + <br />+ + + <br />+ <br />+ <br />+ <br />+ + <br />+ L <br />+ + <br />+ <br />+ + <br />+ + <br />.}_ <br />1 <br />+ + <br />+ <br />i <br />+ + <br />i- <br />i- <br />+ + i.i- <br />1 <br />i <br />W <br />+ + i- <br />+ <br />+ + r <br />+ i- + <br />of <br />Nil <br />S8 <br />S4.04 <br />hi iilrlinri cArtinn <br />'IWO 0 T Of ATE" ATTAlILJ«1 <br />3"-20GA MTL. STUD <br />4T 16" O.C., SEE PLAN <br />SIMPSON TIE <br />SEE TYP. DET. 6-017 <br />3N SHEET S3.04 <br />;L= (11'-4") <br />OP/WALL <br />3" BOND BEAM W/ <br />;1)- #5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />3" CMU WALL SEE <br />'LAN FOR REINF. <br />VERTICAL DOWELS TO <br />HATCH WALL REINF. <br />"ONCRETE SLAB ON <br />3RADE. SEE PLAN <br />1/2" THICK PREMOLDED <br />JOINT FILLER MA rL <br />',ROUT CELLS SOLID <br />3ELOW CONCRETE SLAB <br />,I = In'-n") <br />OP/FIN FLOOR <br />FONT. CONCRETE WALL <br />'OOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />'I = (-9'-n") <br />'OP/CONC. FOOTING <br />NDO A. CASTELLON, P.E. <br />= L. LI C. No. 43453 <br />CT � IO <br />LO L0 O <br />•� <br />r <br />c <br />LO LO O <br />• <br />0")� `O <br />O O <br />� IT <br />c <br />O <br />O <br />s� <br />s <br />CL <br />c <br />c <br />c <br />U� <br />CL <br />_ <br />O <br />00 <br />C CV <br />O0 <br />> <br />� <br />(1) o <br />� <br />u <br />c �. <br />O <br />N <br />U <br />i <br />LO <br />� vi <br />v <br />tx) vio <br />U <br />Z_ <br />o <br />(� <br />Z (n <br />N O <br />O N <br />a c <br />of Jof <br />LIJ <br />n O <br />N n N N <br />W Lv <br />F- to ? <br />or'; E O <br />(n In z <br />V)z0 <br />0 <br />MQ1-i <br />QOZ <br />oLo a <br />N�M 9 N <br />QCOIII I <br />W <br />�Q�U m <br />© copyright <br />0 <br />L <br />revisions: <br />FAI <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4,04 <br />P:12000 Projects'`2002 R K Cofleborative\2002-010 Sonnys Prototype - Zephyrhllls%Sdwg\S4.01 thru S4.06.dwg, 2008.02-27 1:39:35 PM, Noel <br />Signature Date <br />