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I I III I -r 11 1 F `F I ! it1 II + +. 1 1. 1 1 1 _ I I III I w 1 11 111 111 11 i OIPll"111"NI �IAILAw I Y I I I 1 1' ' 1 <br />I I' _ _ I, I I 141II Hr1 <br />1 11 ptgl III <br />EL- 24'-8' <br />TOP/WALL <br />2X8 P.T. PLATE ATTACHED <br />W/-1/2"0 ANCHOR <br />BOLTS <br />AT 32" O.C. MAX <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />I <br />I <br />I <br />5-20 <br />3.0 , <br />I <br />I <br />EL = 18' -2 1 2w <br />U.S.M.D. I ' <br />I <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />HANGER PER ARCH��/'` <br />TSN STIFF CLIP CL600-4A <br />W/-(14)-#12 SCREW, <br />(PATTERN 8) PER,NUF. <br />SPEC. L (H) PLATE <br />W/-1 /2 EXP ANCHOR <br />INTO GROUT,,LED CMU - <br />Yc- <br />Q40P/BOND BEAM <br />46GA MTL STUD CANOPY <br />AT 1�" O.C. <br />--------------------- =- <br />{ <br />;/Fi <br />TRIPLE 8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />EXTEND BARS TO THE <br />NEAREST VERTICAL <br />REINFORCEMENT EACH <br />END OF CANOPY <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 />i, ELffi (0'-0") <br />TOP/FIN FLOOR <br />U M <br />N <br />N O <br />a. <br />w <br />0 <br />+ I <br />1 <br />1 <br />_ I <br />GROUT CELLS SOLf6_`m, � T_ <br />BELOW CONCRETE SLAB—i <br />I <br />II Ili= 'll�� 11I 111�-111= <br />hIII_III_ ili <br />11IIIIlil-III Iil` <br />Ilhili-L; li1II - I!I IIL- <br />77 - <br />EIL_ - ._ . <br />TOP/CONC. FOOTING a I 1 <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR as <br />SIZE AND REINF.-.::-_:._ <br />'r__ v �. <br />s13 building section <br />�01 <br />scale: 3/4"= P-0" <br />0 <br />'w <br />2X10 P.T. PLATE ATTACHED <br />W/-1/2"0 ANCHOR BOLTS <br />AT 32" O.C. MAX--_ <br />i1 EL= (18'-4") <br />TOP/WALL <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />HALF HIGH BLOCK <br />AS NEEDED <br />METAL ROOF DECK <br />SEE PLAN <br />EL.- (14'-10 1 /2w' <br />U.S.M.D. <br />8" BOND BEAM W <br />(1)- #5 CONT BA <br />STEEL JOIST / ks <br />SEE PLAN <br />8" LIGHTGAGE MTL <br />STUD RAFTERS, SEE PLAN <br />8" CMU WALL. SEE <br />PLAN FOR REINF. - <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />`x�iIfTam4m][AFAtfflawl 7 <br />W/-1/2-0 ANCHOR BOLTS <br />AT 32" O.C. MAX <br />22'-8" <br />TOP/CMU WALL <br />' 8" BOND BEAM W/ <br />j (1)- #5 CONT BARS <br />VERT. REINF. W/ <br />i STD. HOOK AT TOP <br />I �I <br />8" CMU WALL SEE <br />PLAN FOR REINF. <br />JOIST BRIDGING <br />SEE PLAN <br />i METAL ROOF DECK <br />SEE PLAN <br />E .= VARIES <br />U.S.M.D. <br />_ i <br />-___ _: ; I 8 BOND BEAM W/ <br />(1)- #5 CONT BARS <br />SEE PLAN <br />U.S. METAL DECK <br />STEEL JOIST & BRIDGING <br />SEE PLAN <br />TRIPLE 8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />CONT. L3x3x1 /4 DECK <br />CLOSURE. WELD TO JOIST <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />I <br />= 11'-4" <br />BOT/LINTEL <br />8" PRECAST LINTS <br />SEE 4-031 /S3.02 <br />YYY Y IjYY� <br />------- -- - <br />OL EL- 2'-8" <br />TOP/BOND BEAM <br />I <br />o BEND 1VERT. REINF. INTO <br />CONC. SLAB AT M.O. <br />VERTICAL DOWELS TO i ,,• W <br />MATCH WALL REINF. <br />CONCRETE SLAB ON (n I ! <br />GRADE. SEE PLAN I _ a 3 n- '� I I i I l CONIC ETE SL/MB ON <br />I <br />'GRADi SEE PLAN <br />1 /2" THICK PREMOLDED w w <br />JOINT FILLER MAT'L. T" o _ I I EL= -0 <br />TOP/FIIV-FLOOR <br />EL- 0'-0" <br />� TOP/FIN FLOOR a -a..X.`Ai° <br />a aa, <br />I <br />GROUT CELLS SOD /711 <br />BELOW CONCRETE SLAB <br />G� <br />RO�_I U� .T _I. <br />CELLS OLID <br />BELOW CONCRETE SLAB <br />III <br />I_-�► i E w 1 ==1 I I_�I I l I '- _- I I. <br />I I h 'III —I I ��• I I( III — I <br />OL EL_ - ' -0w I I _ — I , I EL- -2'-0" <br />TOP/CONC. FOOTING I I-�y Y A I TOP/CONIC. FOOTING <br />CONT. CONCRETE WALL "a I I —III a a l CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR d ea ea FOOTING. SEE PLAN FOR <br />SIZE AND REINF. ) I I___ (I I =I, ! j- SIZE AND REINF. <br />s14 building section S15 building section <br />S4.07 Sr:ale: 3/4"=1'-0" S4.07 scale: 3/4"=1'-0" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LI C. No. 43453 <br />'2 I <br />LO <br />(D <br />O <br />LI) LO o <br />0 <br />LO <br />� <br />co') <br />O O <br />v <br />x <br />c <br />0 <br />s <br />O <br />c <br />.c <br />c <br />U0 <br />C1 <br />(1) <br />-I- <br />c CV <br />0(y) <br />a� <br />U <br />o <br />} <br />c <br />� <br />O <br />-� -a <br />_�e <br />u <br />c <br />�_ C) <br />O <br />1_0 in <br />U <br />Z_ <br />0 <br />w <br />OQ <br />C N O <br />J Lv <br />N <br />LLI <br />in^N <br />pi Cj <br />Z <br />�(nM00 <br />< 0 z <br />- <br />9zo aLa <br />�ULw <br />UQp <br />JO�pocr <br />N <br />S <br />I73 0<_ CC-04 <br />W <br />NQ, V diIAHOD2 <br />W <br />(D copyright <br />revisions: <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4.07 <br />Signature ote <br />PA2000 Prajects12002 R K CollaboratNe\2002-010 Sonnys Prototype - Zephyrh111s\Sdwg1S4.01 thru S4.06.dwg, 2008-02-27 1:38:58 PM, Noel <br />