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<br /> PIINTH THICKNESS AND CONT MASTIC JOINT SfRIP SEE PLAN FOR SLAB BURKE"KEYKOLD"]OINT
<br /> 8"MIN ' RQNFORQNG(typ.) (JOINT MAY BE CUT AT THICKNESS AND STOP RQNF 1"CLEAR
<br /> 18�� Z°MIN FINISH GR CONTRACTOR'S OPTION) RQNFORQNG(TYP) OF]OINT EACH SIDE
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<br /> ° �� � � � CUT ALTERNATE PLASTIC VAPOR BARRIER �OINTS IN SLABS ON GRADE TO BREAK .� �/�,
<br /> 3 CLR AND COMPACTED GRANULAR WILL ALLOW �`��
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<br /> TOP OF DBL TOP PLATE ______ �_,� �' l'\._ -- BRG .` N(IDTH CONTROL JOINT TO E APP OXO.SQUAREGAND HAAV 0 CONSTRUCTION JOINT PILL PER PLAN
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<br /> ' TYP IXAMPLES N.T.S.
<br /> 8"(U.N.O.)THICK ; ' � ° �
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<br /> � TOP OF CONC 5TEM #4 @ 24"O.C.
<br /> 12 WALuSHEARWALL SSS Nurn r: .
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<br /> HOOK 180°E.E 6-0°MAX wJ 24 P.T. TOP 12" Project Name:
<br /> �110"oc MAX OPTIONAL #4 @ 24"O.C. SILL PLATE OF WALL
<br /> &2-#4 @ TOP STEM WALL 12 VAPOR BARRIER
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<br /> 1-4 TOP&BOTTOM �`�°` � �
<br /> �� 2 DOWEL and VERT may be ti�e same piece provided the size and spacing �
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<br /> DIMENSIONS TOP 12 OF WALL •
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<br /> �'-xN�\���� s e o o e o e CONCREfE WALL . REINFORCEMENT � HOOK I'N FfG� GRADES 18" e /�/
<br /> * MIN I � EMBEDDED STRAP
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<br /> DRAIN TO DAYLIGHT �������\. ;� �- ' 6 #4 @ 6 zz #a @ iz #a @ io #4 @ 10 CONC FTG . • "'�k` ANCHORAGE PER
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<br /> ORIGIN DA •
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<br /> REVISED: - �
<br /> �� � ��� � � � � 9 #5 @ 5 40 #5 @ 10 #4 @ 10 #4 @ 8 — ___ �
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<br /> - - - - - 3"covE ��� ��T�� NOTES: �nN� DEEPEN FOUNDATION AS REQD TO �
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<br /> " - ' NDISTURBED NATNE �- - 1 C�ear cover requirements(3"to soil,2"m forms in ail other Iocations) -�ENTER VERT$AND DOWELS IN$TEM WALL � � �
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<br /> - 2 DOWEL and VERT may be e ie e � � � S �n9 ACCOMODATE FOR HOLDOW N'
<br /> 2� GRAN�IAR BASE ED BRG,SOIL, �; _ -DEEPEN FOUNDATION AS REQD T A
<br /> M� ` -- L - - - EMBEDMENTS INTO WALL T''
<br /> � - of the DOWEL is used �
<br /> _-_--- -- EMBEDMENTS
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<br /> DRAINAGE PER CODE
<br /> �
<br /> L Y BLOCK WALL CPT CONCRETE PORTAL TOP CONNECTION FWC FOUNDATION WALL - CANTILEVER FWS FOUNDATION WALL - STEM MHE MINIMUM HOLDOWN EMBEDMENT �
<br /> EBW ECO OG a
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