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A B C D E F G H <br />SEE DETAIL 'STEPPED CONC. <br />/// BEAM AT CORNER OF WALL' <br />1"/ SHEET SD3. (TYPJ <br />C <br />4 <br />I I <br />a� <br />Q <br />ORAWIN65. CANOPY HANGER <br />o <br />STRUTS a 'WT' CONNECTOR ARE TO <br />BE ATTACHED TO C.MU. WALL. <br />— <br />COORDINATE FINAL LOLTAIN WITH <br />I <br />AR'CHITELTllRAL DW65. <br />Po, <br />SEE DETAIL STEPPED COW, <br />RNER TIE BEAM AT COOF WALL' <br />ON SHEET SD3. (mJ <br />-. b" STEPS <br />HATCH INDICATES <br />ARCHED CONC. BEAM <br />TAB. c 16'cb' (SEE <br />DETAIL B/552. <br />LATES <br />BEAM <br />H <br />o <br />- <br />- <br />553 <br />b <br />b <br />I ai <br />4 <br />TO.B. = 13 <br />Io <br />NOTE. THE MA,:CJRI7Y OF THE <br />PLAN DIMENSIONING IS PROVIDED <br />ON THE ARCHITEC <br />AND ARCHITECTURAL <br />DRAWINGS. USE BOTH STRLCTURAL <br />PRMIN55 TOGETHER FOR BA51C <br />LAYL7iT AND CONS <br />TION OF TH15 PROJECT. ANY <br />OBSERVED OESCREP <br />IE5 BETYfEN ARCHITEC11.R4 DRAWING <br />ssss� <br />DIMENSIONING AND 5 <br />TURAL DRAWING SCALE LAYOUT <br />i <br />SHOULD BE BRO16HT <br />0 THE ATTENTION OF THE <br />ARCHITECT IMMEDIATI <br />LY UPON DISCOVERY. <br />J <br />O <br />a <br />STEEL JOIST FRAM <br />16 PWV <br />L <br />r <br />NOTES AW LEGS! <br />w • INDICAT <br />SEE DE <br />5 HELDED TIE -0157. <br />IL ON SHT. 503. !TYPJ <br />• <br />U LL <br />v 0 <br />• INVICATI <br />5 BOLTED STRUT <br />SEE DETAIL ON <br />Q <br />w m <br />-01515. <br />SHEET SM. <br />(TYP UN O) <br />w <br />JI • INDILAT <br />S A I"xl'xT/64' CONT. SOT. <br />w <br />a <br />CHORD <br />CHORD <br />061N6. LOCATE AT BOT. <br />XTERIOR PANEL POINT. <br />Q <br />i <br />(TYP, LN <br />J SEE DETAIL ON SHT. SOS. <br />y <br />O• INDICATE <br />(U ROW OF HORIZ.4 INNI/64' <br />CONT. T <br />1 BOTTOM CHORD BRIDGING. <br />' <br />' ` <br />V <br />O• INDICAT <br />(2) EGUALLY SPACED ROWS <br />r <br />OF HORIZNTAL <br />4 I'xl'x71b4' CONT. TOP 7 <br />w <br />BOTTOM <br />RD BRIDGING. <br />Q <br />F <br />O OF HD <br />OF NORIZ <br />(3)EO4 N SPACED T, TO <br />AL 4 I°xl'x1/64" CONT. TOP 1 <br />� <br />BOTTOM <br />BRIDGING. <br />q� <br />STEEL <br />Z <br />SI = SEE OET <br />L 'SLOTTED BEAM CONN. <br />O <br />$ $ < <br />AT <br />ON SHEE <br />OR MASONRY' <br />504. (TYP. UN.OJ <br />n <br />ggg E o <br />O= SEE DEI <br />AlIL STEEL BEAM LONN. WERE <br />fS, 3 <br />STEEL <br />COLUMN' <br />ES AM FRAMINTO WEB OF STEEL <br />ON SHEET 504 <br />N —" ^� E 4. o <br />a s m Z <br />O= SEE DETA <br />L STEEL BEAM COMECTION <br />S a h <br />ir <br />WHERE STEEL <br />COLUMN <br />BEAM FRAMES INTO STEEL <br />KE5 AT ROOF" ON SHEET 5D4. <br />w <br />>.__._._..._._...._.._. __....._.............. _. <br />94 5EE OETA <br />L 'COMECTION AT BEAM SPICED <br />ABOVE <br />OLUMN LAP PLATE.' ON <br />SHEET <br />4. <br />Oc SEE DETA <br />L 'BEAM COMIELTIO:V AT END <br />a <br />MASONRY <br />WALL WITH DOUBLE <br />a <br />FIN <br />FIN PLA <br />E." ON SHEET 504. <br />Z <br />W <br />J <br />— — — — — — — — — SEE DETAIL _ <br />a� z� I. <br />t€� /� <br />wibz35 (7A.5. • I4'-6 3/4') N Z IV V i <br />-- - -- - - <br />- 8" 7E �•----.._.....__...._......_...� <br />A-b' %5 (Comm NO: 1101 Q,QQ <br />Date. Q1�16�14' <br />SEE DETAIL 'STEPPED (ANC. <br />TIE BEAM AT CORNER OF WAIL' ;Drawn: SF/ RMT i <br />ON SHEET SD3. (TYPJ <br />Revised. J <br />i <br />f B.: 14'4' <br />INDICATES EXTENT OF [ <br />PRE-ENGINEERED. PRE -FABRICATED <br />CANOPY. SEE ARCHITECTURAL <br />DRAWIN65. 'CANOPY HANGER - <br />N STRUTS a "WT' CONNECTOR ARE TO <br />J BE ATTACHED TO C.ML. WALL. <br />COORDINATE FINAL LOLTAIN WITH ------------------,------------- <br />, ARCHITECTURAL DW65. t TO —OF n''r..l7r <br />(� JI AN sreclemA wl'�r Wmrl <br />J' Q — — �— ;*n11w1Pu4 euunlNa wxs. A <br />/ a p <br />£i Ej <br />SEE DETAIL STEPPED LONL. ROOF <br />A T�m20T3 HARVARD JOLLY, INC.; <br />B' STEP 2 TIE BEAM AT CORNER OF WALL' OO F F 1CR/1M I I V PLAN <br />q........................................................t <br />�^ 551 SSI ON SHEET SDB. (TYP) Scale. I/4' • I'-0" � """'"`"'"" r a <br />I TA.B.= la'-o" ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TIN EN, P.A. STRUCTURAL ENGINEERS. 9 <br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. `: S2 <br />