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DETAIL SCALE: NONE <br />MA50NRY REINFORCING 5PLIGE AND DEVELOPMENT <br />LENGTH 50HEDULE <br />DEVELOPMENT 4 5PL I C I NG OF REI NFORG I NG IN GROUTED <br />MASONRY 0ON5T. FOR 6R. 40 4 6R. 60 REBAR <br />TENSION <br />LAP 5PLIGE ("Lb") <br />BAR 51ZE <br />45db <br /># 3 <br />1811 <br /># 4 <br />24" <br /># 5 <br />30" <br /># (0 <br />36" <br /># V <br />4511 <br />MASONRY REINFORCINS SPLICE LENGTH SCHEDULE <br />WALL OPENING <br />DOWELS x L_ Tt <br />JAMB BARS, TY <br />(0 1-11 N. VI-1=1VIINV DC 1 YVCCIV VT'CINIINU <br />TO WALL OPENIN(55 <br />CORNER) <br />I I rnPicaL REmr-oRcEmENr nRourro oPe+irss IN MASONRY wnus <br />BAR P051TIONER <br />FIRST COURSE <br />ABOVE BC.:r, ,�t- A .. <br />STOP GRG <br />POUR %2" E <br />3/4" MIN. GC <br />TO REINF. <br />NOTES: <br />I. SEE GENERAL NOTES FOR GROUT LIFT <br />REQUIREMENTS. <br />2. CLEANOUT5 ARE REQUIRED FOR ALL <br />GROUT POURS OVER 5-4" IN HEIGHT. <br />TYP a=XTr-WC1I/1)N. <br />JAMB BARS IN CELL ADJACENT <br />?PENING, TYP. EXTEND TO LEVEL <br />>VE (5EE NOTE 2) <br />IFORC I NG PER SCHEDULE <br />. BOND BEAM REINFORCING <br />30TTOM OF OPENING <br />ES* <br />:EINFORCEMENT 5HOWN IN TH15 DETAIL 15 IN ADDITION TO THE <br />YPIGAL VERTICAL AND HORIZONTAL WALL REINFORCEMENT. <br />IAMB BAR5 SHALL BE THE SAME 51ZE AS TYPICAL <br />IERTICAL REINFORCEMENT, UNLESS OTHERIN15E NOTED. <br />)PENING5 LE55 THAN 5"xl6" DO NOT REQUIRE ADDITIONAL <br />:EINFORGEMENT. <br />.VHEN AA BAR DIA. OR 2'-0" MIN. GAN NOT BE OBTAINED, <br />EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND <br />PROVIDE STANDARD qOo HOOK (DOWN). <br />Q <br />z <br />TYP. VERT. <br />WALL REINF. <br />LINTEL UNIT <br />5TD. ISO° <br />HOOK, TYP. <br />LINTEL RE I NFORO I NG 50HEDULE <br />OPENING "W" <br />LINTEL REINF. <br />LE55 THAN 6'-0" <br />(2) #5 <br />6-0" TO LE55 THAN 10'-0" <br />(2) #6 <br />10'-0" TO LE55 THAN 14'-6" <br />(2) #b <br />OVER 14'-b" <br />SEE PLANS <br />An <br />Lb HORIZ. REBAR AT JAMBS <br />EXPANSION JOINT �� $ WALL EN05 TO MATCH <br />MATERIAL PER MFR. CONTINUE BOND BEAM REINF. 51ZE $ 5PAGING OF TYP. BREAK SHELL FOR <br />THRU JOINT AT ROOF. STOP HORIZ. REINF, ENGAGE FLOW OF 6ROUT— <br />WATER5TOP PER ARCH. OTHER HORIZ. REINF. AT VERT. REINF. <br />SECOND GROUT POUR I J01 NT I r I I p I I o <br />\\— PROVIDE ADDITIONAL VERT <br />TYP. BOND BEAM REINF. i H REINF. IN CELL EAGH SIDE <br />OF JOINT <br />JOINT <br />JAMB BLOCK <br />FIRST GROUT POUR PLAN VIEN FILL JOINT <br />WITH SEALANT <br />►701 <br />I. PROVIDE JOINT FULL HEIGHT OF WALL WHERE INDICATED <br />ON ARCH. PRANIN65 (40'-0" MAX. 5PAGIN67). <br />2. JOINTS SHALL BE LOCATED A MINIMUM <br />OF 2'-0" FROM ANY OPENINGS. <br />5cALE: NONE I rp TYPICAL HORIZONTAL CONSTWJCTION JOINT IN MASONRY WALL 50ALE: Now 1 6 I TYPICAL VERTICAL .JOINT IN MASONRY WALL. <br />5PE0 I AL MA50NRY MILL REINFORCING 50HEOULE <br />WALL <br />NOMINAL <br />WALL <br />VERTICAL <br />BOND BEAM <br />VERTICAL <br />LONGITUDINAL <br />REINFORCING <br />TYPE <br />THICKNESS <br />REINFORCING <br />REINFORCING <br />END BARS <br />FOOTING <br />A <br />8" <br />#5 ® 16" O.G. <br />(2) #5 @ 16" O.G. <br />(2) #5 <br />(6) #6 <br />© <br />8" <br />#4 @ 5" O.G. <br />(2) #5 @ 16" O.G. <br />(2) #4 <br />(6) #6 <br />Q <br />all <br />#5 @ 5" O.G. <br />(2) #4 @ all O.G. <br />(1) #4 <br />(6) #6 <br />OD <br />S" <br />#5 @ 4b" O.G. <br />(2) #5 @ 4b" O.G. <br />(2) #5 <br />(5) #3 <br />I. WALL5 NOT 5PECIFIGALLY CALLED OUT WITH Q SHALL BE <br />REINFORCED AS GALLED OUT IN THE STRUCTURAL GENERAL NOTES. <br />b <br />:21 <br />HORIZ. TIES x <br />Ty". <br />P PER SCHEDULE <br />iiiiii�iiiii <br />io�iiiiii� <br />i <br />� <br />q <br />ili <br />/ /P <br />�1 / <br />�iiir.►iii� <br />�iiiii�ii:�iiiii� <br />1500 HOOK VERT. REINF. <br />PER SCHEDULE <br />PIER 50HEOULE <br />MARK <br />t <br />b <br />VERTICAL <br />HORIZONTAL <br />REINFORCING <br />TIES <br />12PIER36 <br />12" <br />36" <br />(a) #5 <br />#4 @ 8" D.G. <br />NOTE: <br />CONTINUOUS VERTICAL REINFORCING (w/ LAP <br />SPLICES PER SCHEDULE) FROM FOOTING <br />FAR <br />ADDITIONAL VERT. <br />VERT. REINF. AT <br />THESE CELLS --/- <br />END INTERSECTION <br />SCALE: NONE 141 <br />ADDITIONAL VERT. <br />VERT. REINF. AT <br />THESE CELLS <br />Lb <br />CORNER BAR x TO <br />MATCH 51ZE $ 5PAGING <br />OF TYP. HORIZ. REINF.- <br />NOTES- <br />1.. PLACE VERTICAL REINFORCING AT CENTER OF WALL U.O.N. <br />2. USE DOUBLE OPEN END BOND BEAM UNITS, 51N&LE OPEN <br />END UNITS AT GORNER5 $ ENDS OF WALL. <br />3. WHERE BOND BEAM IN ADJACENT WALL5 OCCUR AT DIFFERENT <br />LEVELS, RETURN ONE OF THE BEAMS 2'-0" AROUND CORNER <br />50ALE: NONE I I 1 TYPICAL MASONRY WALL. ENDS, INTERSECTIONS 4 GORNER5 SCALE: NONE I a I <br />i'." 0 iFE <br />m .gym <br />A ��EVIEWED FOR PEHRMI-i- <br />SPECIAL MASONRY WALL REINFORCINS SCHEDULE SCALE: NOW -I TYPICAL MASONRY PIER SCALE: NONE 1 D DETAIL 50ALE: NONE I 1 DETAIL 50ALE: NONE 12 <br />uU <br />� <br />z <br />� <br />N <br />� <br />� <br />z <br />w <br />►— <br />ww`� <br />I— <br />0 <br />I— <br />� <br />ov <br />© <br />w <br />O <br />LL <br />LOLL, <br />z <br />>i <br />bi <br />N <br />N <br />m <br />N <br />d <br />m <br />dl <br />N <br />o <br />cu <br />0 <br />U <br />a� <br />c o CL <br />>N M = <br />ao <br />Q 0) r L <br />U NN <br />N � � <br />N <br />N 1>0 W W <br />6 k <br />QUANTUM <br />CONSULTING ENGINEERS <br />1511 THIRD AVENUE <br />SUITE 323 <br />SEATTLE, WA 98101 <br />TEL 206.957.3900 <br />FAX 206.957.3901 <br />www.quantumce.com <br />O <br />z <br />O <br />co <br />j <br />0 <br />H <br />w <br />¢o <br />w <br />0 <br />z <br />z <br />Z <br />2) ®C <br />W <br />W <br />¢ <br />v-w' m <br />a. <br />I <br />Drawing: <br />S4,0 <br />Job Number. <br />17385.01 <br />