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• <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />A II_II /X II <br />m <br />CONCRETE BEAM BEYOND PER — <br />PLAN. HOOK HORIZONTAL REINF. <br />INTO ARCH POUR. <br />Me= <br />PO1.R BREAK -- <br />NOTE: SEE ELEVATION 5/552 <br />..... FOR BALANCE OF <br />-tqtLI <br />IUN t N/ICD. <br />kRITE BEAM <br />NG <br />a5 CON . TOP d BOT. <br />MAX.. O/ n <br />� <br />X <br />—: -5 BOT, ROLLED <br />TO RADIUS. <br />` <br />f - <br />•5 ADD BAR DOT. AT BRICK <br />SUPPORT AN6LE. (ROLLED <br />TO RADUS) <br />�d5 a 7 0/0. EACH <br />WAY CENTERED W <br />-1 90° HOOK EA. END. <br />k <br />36" CONCRETE BEAM W 1 <br />j _ ONT. TOP MIDDLE 1 SOT. <br />m � X <br />Idf <br />3 <br />! <br />f <br />I k <br />I k <br />rti <br />II k <br />xrr{arra��rr slr r. :r —rs.s — —.:�',' <br />tt: <br />I <br />I E <br />L <br />A DETAIL AT CONCRETE ARCH <br />Yo2 Solo. 3/4" = 1'-0" <br />II-5/6' WIDE LONG. POUR HU ,- � ♦ <br />m5 0 12, O/C. EACH WAY. EAC- �-. - ++ '�'"' <br />4C= Al AC I 90° HOOK EACH <br />\OT <br />.• i { <br />j... r .: r .:..:... +�„ :,,,,,, . .. mot:•„ '� L r S. J .. <br />k k !: <br />r I -" <br />::�� ,.. .� �. a.... j �....:� <br />— — — — — — — — — <br />II <br />I <br />I <br />I <br />II <br />I <br />°e <br />T-5/6'xlb GON RET <br />(21 6 GONi. TO 1 <br />BEAM A/ <br />0T, <br />IEI <br />I` <br />[ <br />I <br />\- 2 x5 DOT. ROLLED <br />TO RADIUS. <br />05 ADD BAR BOT. AT BRICK <br />SUPPORT ANGLE. (ROLLED <br />TO RAPL5) <br />�x5 0 O' 0/,. EACH <br />WAY, EACH FACE W <br />ACI PO° HOOK EA. END, <br />CONCRETE BEAM BEYOND PER <br />_ -'--PLAN. HOOK HORIZONTAL REINF. <br />INTO ARCH POUR. <br />i <br />= EXTEND CONCRETE POUR AT EAST <br />JI ELEVATION TO ALLOW LOW <br />1 CONCRETE BEAM REINF TO HOOK <br />I INTO ARCH POUR. <br />_VERTICAL WALL <br />REINFORCIN6 PER <br />PLAN. <br />I <br />6 <br />€ <br />1 <br />I <br />[ <br />I <br />B DETAIL AT CONCRETE ARCH <br />552 Scab: 5/4" • 1'-0' <br />r <br />I <br />I <br />I <br />I <br />I <br />L <br />I <br />I <br />r-- ------- <br />I <br />I <br />L <br />NOTE. <br />SEE SECTION b/552 FOR <br />TYPICAL NOTES. <br />EL.: PER <br />L <br />8 SEG-ION <br />TOP OF 51.A8 <br />O'-0' <br />TOP OF CON,, BM.iL <br />7 SECTION <br />552 Scob: 3/4' • 1'-0' <br />0R <br />7 <br />I <br />I , <br />I <br />4 b'xb'x3/V (4 3/4' 6A5Ei <br />HOT DIP 6ALV. CONT. W'5/0' 0 <br />A-301 ALL -THREADED RODS — <br />0 16' 0/C. MAX. DRILLED 6' INTO <br />PRECAST LINTEL 1 SET W/ 51MF5C <br />STRON5. TIE SET' EPo%Y. (E%TEND <br />24' BEYOND SISNJ <br />4 6'x6'k112' O,T TO AN <br />4 Tkbkl/2' LLB. (4 3/4' 6A6E) <br />HOT DIP 6ALV. COW. (ROLLED — <br />TO RADIUS) K 5/6' 0 x b' LONG <br />HEADED STUD ANCHORS 0 1V O/C. <br />MAX. OJT HORIZ. LE6 IN TIE SHOP <br />PRIOR TO HOT DIP 6ALVANIZIN6 <br />SEE 0/552 FOR <br />DETAIL AT POURED <br />ARCH. <br />I <br />I/ <br />I <br />I <br />I <br />SEE DETAIL A/SSIFOR <br />DETAIL AT DOSE OF <br />BRICK/ELOLK VENEER, <br />TOP OF RAKED BM. <br />EL.: VARIES FROM <br />25'-4" TO 25'-4' . <br />EEC RIES . . <br />16 <br />6ROl T CELLS <br />MONOLITHIC. <br />EXTE 0 24" <br />BEY ND 516N. <br />TOP OF CONCRE 0 <br />Ir <br />., <br />EL.: <br />F <br />I <br />HEAD HE16W <br />EL.: 154' <br />- <br />(AT H1-+MT POINT <br />OF RADUS). <br />51LL HEIGHT <br />EL.: PER ARGH'L. <br />TOP OP SLAB <br />PER PLANT' <br />CENTERED UNDER <br />@' BLOCK. <br />OI = POURED CONCRETE FOOTINS <br />PER PLAN, SEE 5CHMI-1 <br />ON SHEET 501 FOR 51ZE 1 <br />REINFORGIN6. <br />© • 4' CONCRETE SLAB ON VAPOR BARRIER <br />W 6x6 W2O1 W2O KA.M. REFER TO <br />REOUIRENENTS d NOTES FOR SLABS, ON <br />GRADE ON SHEET 5N-I. <br />® • SEE DETAIL CONCRETE SLAB <br />E06C HAUNCH ON SHEET SDI. <br />® • SEE 'VERTICAL BAR SPLICE <br />TABLE' ON SHEET 502 FOR <br />SPLICE RE0/IREMENTS. <br />OS • VERTICAL MASONRY REINFORCINS PER <br />PLAN. SEE DETAILS I, 2, / 3 ON SHT. <br />SDI FOR BAR PLACEMENT IN CELL. <br />© • INDICATES HORIZONTAL MA50NRY <br />JOINT REINF. 0 16. O/C. MAX. SEE <br />DETAILS ON SHEET SDI, <br />OF W OR 12" CONCRETE BLOCK. <br />® • SEE SILL NOTE ON TYPICAL LINTEL <br />DETAILS OVER M.O.'e ON SHEET <br />5D2 FOR SILL REGWIREMENTS. <br />09 LINTEL HEADER OVER MA504RY <br />OPENING. SEE TYPICAL LINTEL <br />DETAILS OVER M.0.'s ON SHEET <br />502 FOR REG61REMENT5. <br />® • PORED CONCRETE BEAM PER PLAN <br />SEE 664XUE ON SHEET 502 FOR <br />51ZE 1 REINFOR0N6. <br />II • SEE DETAIL A/5D3 FOR STIRRUP <br />SPACING OVER M.O.b (TYPICAL) <br />O . TYPICAL BAR J015T BEARING <br />PLATE. SEE DETAIL ON SHEET <br />SDS. (TYP) <br />® • STEEL J015T PER PLAN. <br />14 MTL DECK TYPE, 6A6E. AND <br />WELDING, REOMNTS PER NOTES <br />d ROOF FRAMING RAN. <br />® • d 3'x3'xl/4" LONT. <br />® • 2 /5 CONT. IN SOLID &ROUT <br />FILLED K.U. BLOCK. <br />® • SOLID GROUT CELLS <br />0 ALL BOLT LOCATIONS. <br />16 • STEEL BEAM PER PLAN. <br />® • SEE DETAIL AW4 FOR NMI. <br />OF DECK AT INTERIOR ROOF <br />BEAM. <br />® • INDICATES HORIZONTAL MASONRY <br />JOINT REINFORCINS 0 Ib' O/C. MAX. <br />W 3/16' EYE 1 PINTEL BRICK TIE <br />A55EM31 Y 0 1V O/C. HORIZ. FIN15H <br />TO BE HOT DIP GALVANIZED. (15 oz,5a FT) <br />SEE DETAIL ASS. <br />©I . PROVIDE 14 6A. SALV CORRWATED <br />STRAPS AT IW O/C. EACH WAY !HORIZ. <br />1 VERTJ AT POORED CONCRETE. ATTACH <br />A/ 114' 0 .13/4' TAF4N MASONRY ANCHOR. <br />PROVIDE 3' MIN, CONTACT IN BRICK BED JOINT, <br />® 4 5'4'xl/4 CONT W 5/6' 0 <br />A-301 THREADED RODS 0 <br />16' 0/C DRILLED 5' INTO <br />MASONRY / SET IN SIMPSON <br />5TRON6 TIE SET' EPDXY, <br />® • BENT PLATE T"x5'04" (L.L.V) <br />CONT, <br />® • 1 •5 CONT. IN SOLID GROUT FILLED KO. <br />BLOCK. <br />b SECTION <br />552 Score 3/4" • 1'-0" <br />THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. <br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. <br />MQ <br />W <br />II <br />E <br />U <br />Z <br />z <br />O <br />///7 <br />cw <br />a� <br />� <br />JLL <br />Ooo <br />z 4 <br />J <br />u <br />O <br />Z <br />O <br />u <br />2 <br />U <br />CC <br />cr <br />Z <br />d <br />NZ <br />IN <br />'Comm N_ <br />jDate <br />_ <br />' G <br />Drew. <br />S <br />/ NMT <br />I' <br />•',MS W+D �ECIFlGnaNs caMv�Y WIM� <br />rr[ MINIMUM euIlnlNx: cwo. <br />I <br />I <br />i02013 HARVARD JOLLY, INC, i <br />.............: . ._........ <br />: <br />VVL <br />�v <br />IL <br />