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� <br /> c <br /> . — . z <br /> • , a <br /> . N <br /> i <br /> N <br /> POLYSTEEL FOR�IS � w <br /> BASEMENT WALL VERTICAL REINFORCING REQUIREMENTS � <br /> -� <br /> __ . _ _ <br /> --- — _ <br /> _ _ _ ___ <br /> � <br /> 8'-4' H I G H WA LL � S'-�4' H I G H WA LL � <br /> • 9 114" 1 I'Form 9 1/4" �1'Form N <br /> . � <br /> 88ckrAf 85 d5 65 35 45 55 35 45 55 35 45 &5 <br /> Ht GROUP i GROUP ll GROUP llf GROUP I GAOUP 11 G120UP fll GROUP I GROUP II GROUP III GROl1P I GRO11P II GRO Plli d <br /> 4.0 NONE �M4 4B i�4 3& NONE MONE NONE #4 48 48 #4 36 NONE NONE NOlJE .., <br /> 4.5 iK4 46 �4 36 �4 36 NONE NONE N�NE 48 *4 36 #4 24 NONE NONE #4 96 n <br /> / � <br /> 5.D S6 aKd 24 i�F4 24 N ON E. iRE4 48 #4 36 #4 36 t�4 36 �M4 24 . A!ON E 111��4 48 �4 24 � <br /> � �q 4 d # 4 4 m <br /> 4 4 6 #4 d d d 1114 4 � <br /> 6.5 24 36 � 24 #4 36 �4 24 �4 36 �F4 24 *5 2a ilt4 12 #4 2a �4 24 �f4 36 � <br /> 7.0 24 24 1�4 1 Z iM4 24 iF4 24 #5 24 �F5 2a �5 24 �R4 12 �4 24 36 #5 24 F <br /> 7.5 24 24 12 #4 2A � 24 �5 24 �5 24 �►4 12 12 #4 24 #5 24 #5 24 � <br /> 4 � 4 4 1 1 <br /> q � � # 4 1 , <br /> 9.0 — — — �4 12 �5 12 �� 11 �5 24 �4 92 !F5 12 <br /> 4_33 — — — — — — #5@ 12 �5@ 1 Z ��#5�12 > �5(�24 �F4�I2 #5�f 2 <br /> NOTEs: <br /> 1. AD reinfort3ng spacirt�s s hown are for G rade 60 rebar. <br /> 2. Horizonia!refr�forcing to be a minbum af�4 Q 48� O_C.at all conditians. <br /> H. Table Js for 400Q psi concrete fir 85 ptf and-05 pcf backAYs & 5000 psl concrete tor 65 pct baclRNl. • <br /> 4. The basern ent ifOor m usi be poured an d the first 11oor in plate priot to hacklfilting_ OtherwEse contrattor rnust provide s�Aiicient <br /> temparary bracing. <br /> 5_ The riebar must be placed a dlstance of 7-114- an�5-1/4^trom tl1e earth side of the forrn to cenier of the bar tor t 1�Ibem s and 9-114- . <br /> torn�s,respect3vely. <br /> 6. This tabie app��s to walls in ane and two story residences suppardng a m ax im um roof c lear span of 4 0 tt.and a m axim um ol iw o m <br /> fboors each wit�a cfear span a14t3 it,w i[h an above-gtad e w all height not greater than 1 D ft. . � <br /> 7. WalEs may be 50 teet bng or Isss without�equ�ing construction or cor�tr�ot joMts. in <br /> 9. This fable has been prepared tbr tt�e exciusive use of POIYSTEEL Suppty of Mtnneapolis/St.Paul and Ib agents. N <br /> 9. This table suppiements fMarmaLlon and engineering pravided i�POLYSTEEL FORMS FOR GONCRETE USER II�ANUAL, FouRh � <br /> Edltlon 1999.Amerkan Polysteel,Inc..5150-F Edittc NE,Albuqve�ue,NM 81t07. Tt�is table k5 Go be used in canjunction wim this � <br /> Manuai. All requlnemenCs and recom rnendaHons of the M anual shall also appy to tt�is t�ble. <br /> 70. Mo specFal lnspectlon]s�equired for standard constructbn of walls 9 lfoot 4 inches In height or less m easured Imrn 1he botinm ottrie w <br /> ��or slab Lo the tap of the tour�danon w an. m <br /> �1. Vert4cal bad capacily of Poysteel w alis is 5,000 IDs. and 7,000 lbs.for 8.25 inch and f 1 Inch form s respectively. This load capacity <br /> assum es �hat all foads will bear within 2 Mches of�e center of the wall, Precast concretie plank shouid bear a minimam ot 4 inches <br /> on iap of the conereLe poRion at t�e wall. � <br /> POLYSTEEL SUPPLY QF MPLS/ST. PAUL pusi J.H Dablmeier � <br /> 7895 lEOTH STREET NORTH °1�"°� � ���r�g ��' SB - 2 � <br /> HUGO, MN 55038 � <br /> a�ar � �' B°a�°'''rd 96s�1Til7'16 6/11/Oi <br /> � �D �doa�ed. ItN 6b8B! Fa l6�d7�l9� <br />