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<br /> XI � �- PT SLAB AND REINF. PER PLAN PT SLAB AND REINF. PER PLAN
<br /> o - JOIST FRAMING ; �_ �- FULLY GROUTED CMU WALL (REINF./PT NOT SHOWN) � (REINF.lPT NOT SHOWN) � ,
<br /> SEE DETAIL 2/S6.10 ;
<br /> � PER PLAN a� < �� PER PLAN SEE STRUCTURAL PL 5/16x10 x 1-6 AT 48 O.C. FOR CONNECTION
<br /> NOTES O4100 AND 15/S6.03 W/ 4 1/2"DIA.x 4"WELDED HEADED STUDS (2)#5 x 6-0"EACH WAY RE:2/S6.10 '
<br /> w W/WEB BLKG EACH SIDE � � �
<br /> � � / .�.. AT 1 1/2"EDGE TYPICAL / �AT MID-DEPTH HOOK AT SLAB \ � �� FULLY GROUTED CMU WALL
<br /> ; � ' Ca���� �
<br /> � PER PLAN SEE STRUCTURAL U o
<br /> � j � � � EDGE,TIED TO EMBED � � �
<br /> o � " DOWELS TO MATCH VERT. / ' � TYPICAL °' " NOTES O4100 AND 15/S6.03 Z �
<br /> z � WALL REINF. I � � � � �° ° a, , - Q
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<br /> c� ' PT SLAB AND REINF. o �m. �a� e _ a�� - � � � -�'�` '�' °�"""` �
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<br /> U � PER PLAN ' � � —— —'�'—=�°-�� _ a.- _ a a _, � � 'I�' 1 N `6 00
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<br /> I (REINF./PT NOT SHOWN} � ° ; � o , ADD#5 x 10'-0" � � cfl
<br /> Q 4�. -, d a
<br /> � i � � I � � � � ��°� = a " - �• , r ��_ � �-- PT SLAB AND REINF. N � �
<br /> m ' . F, — SIMPSON FSA AT 32"OC '��a , 4�a ° d ; N ; AT 18"O.C. BOTTOM / � � o �ri
<br /> ? ' ��' � � W/(8)0.148"DIA.x3"NAILS ! � � �� TYP. UNDER ALL WALLS PER PLAN � � �
<br /> � � - � a _ � ( �(• ' � � I=� (2)#5 CONT.TOP � ' ��� �. � (REINF./PT NOT SHOWN) ; •��� o
<br /> � & 1/2"DfA.ANCHOR BOLT ._ p, � a � � � ; ,
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<br /> o � � � &WASHER � � a _ �� ° i D
<br /> w ��� �a a�� aa� �' �- L 3x3x1/4 x 0'-8"AT 48"O.C. � ��° � ���`�� L j � �
<br /> Q �I � - 4x TOP PL �, � � ° � ��° � .,a � ' � � � � � � TYP. EACH SIDE OF WALL i �� �° ����.- � a. . � a � �
<br /> < ° a FULLY GROUTED CMU WALL ��� � � �.s
<br /> ° °" � 3 SIDES TYP. � LOCATE ANGLE 2'-0"FROM � ° p� - � t6 a�
<br /> a � �° e �' ° �- � PER PLAN SEE STRUCTURAL < ° .„�- _ � � "
<br /> W W/112"DfA.ANCHOR BOLT @ 32'OC L��T �__..T�.� _ < , � � 3/16 EA. END OF WALL VERTICAL WALL REINF. ` 'a ' � ` � `" �
<br /> � W/7"EMBEDMENT � � � -- � (�° NOTES O4100 AND 15fS6.03 �_�° . . _�° �� a �� �, , � � �, o,
<br /> �
<br /> a f�_ ��- � W/STD. HOOK AT BOTTOM, � �_� �-� _ -�'-�. a U °�' `r a
<br /> v� ' � , �. . \ i RE:7/S6.10 � ��' o�
<br /> z� �- ' - (2)#5 CONT.TOP � ° � - � � ADD#5 x 10'-0" I /D �°� � � _ � (2)#5 CONT. BOTTOM,TYP, UNO. / � � z "! 3
<br /> � � � a (2)#5 CONT.TOP �; �'- � +• o co
<br /> 00 0 �
<br /> � �- RE:7IS6.10. EXTEND 4'-0"INTO WALL (2)#5 CONT. BOTTOM � DOWELS TO MATCH VERT.WALL `"
<br /> � � � �
<br /> J AT 18"O.C. BOTTOM � BEYOND OR AS FAR AS POSSIBLE
<br /> a \ TYP.UNDER ALL WALLS REINF.AT MID DEPTH OF WALL
<br /> �� ��� � �-- FULLY GROUTED CMU WALL �� � FULLY GROUTED CMU WALL � �)� �� AND 90°STANDARD HOOK
<br /> PER PLAN SEE STRUCTURAL �\ � PER PLAN SEE STRUCTURAL ° Q Q ALTERNATE HOOKS �"
<br /> NOTES O4100 AND 15/S6.03 � � (2)#5 CONT.BOTTOM j � J _ , r �
<br /> NOTES O4100 AND 15/S6.03 �� 1"CLEAR ' RE:3/S6.4 FOR F2.0 FTG AT S.O.G. ' v
<br /> ��`� 'E` � � � � i„� TYP. �
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<br /> SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � o
<br /> � TYPICAL TOP OF CMU WALL AT FRAMING 2 TYPICAL CMU WALL AT PT SLAB ISCALE: 3/4�� - ,�-o�� ; �A�E: 3,4��- ,�_o�� � , N
<br /> ; C_J 30 TYPICAL TOP OF CMU WALL AT SLAB ' `�4 � CMU TO CONCRETE CONN. DETAILS ���
<br /> � �5] T Y P I C A L C M U W A L L A T E L E V A T E D S L A B �� �r f J J �
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<br /> � � HORIZ REINF. `I� �� � ` � � ��
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<br /> � RE:WALL ELEVATiONS � � ��, � �
<br /> r -- (2)#4 CORNER BARS TO w �
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<br /> _ _ _____ __ � _ _ __ �10 CMU CORNER DETAIL L
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<br /> WIDTH CLEAR SPAN DEPTH HORIZ. REINF. STIRRUP �,1 i � Q ' �, �,
<br /> i F' ' o 0
<br /> � °O �' -� � � o rn
<br /> (2)#5 TOP #q AT 16" I � � ¢I M! � � `� � � `� �
<br /> 4'-0"OR LESS 24" (2)#5 BOTT. � � � o c� o m
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<br /> 4'-0"TO 6'-0" 32" (2)#5 TOP #4 AT 16" � � w v cvi� Y � o � n o
<br /> � (2)#5 BOTT. �
<br /> 6"OR 8" 6'-0"TO 9'-0" 40" (2)#5 TOP �� WHERE EXPANSION ANCHORS ARE USED,CONTRACTOR SHALL TAKE ALL � � .
<br /> 2 #4 AT 16° � � NECESSARY PRECAUTIONS TO AVOID PT TENDONS IN ELEVATED SLABS IF POST-
<br /> � ��8��� TENSIONING IS PRESENT. RE:STRUCTURAL NOTES FOR APPROVED ANCHORS. ' ,
<br /> 2. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF ALL CMU WALLS ;
<br /> 9'-0"TO 12'-0" 48" (2)#5 TOP ' UNLESS NOTED OTHERW►SE. '
<br /> #4 AT 8° � 3. SEE°MASONRY AND MASONRY WALL REINFORCEMENT"NOTES ON SHEET S1.00 '
<br /> (2)#6 BOTT. FOR ADDITIONAL INFORMATION NOT NOTED.
<br /> �
<br /> 4. EXTEND 2'-0"BEYOND OPENINGS TYPICAL. �
<br /> 5. GROUT ALL CMU CELLS SOLID.
<br /> 6. RE:SHEET S8.00 FOR COLD FORMED STEEL WALL. �
<br /> � NOTE: 7. REINFORCE CMU MASONRY WALLS AS FOLLOWS: � �
<br /> 1. EXTEND LINTEL BEAMS 30"BEYOND A.#5 VERT.AT 32"O.C.TYPICAL,U.N.O.
<br /> JAMB OR OPENWG CMU FULLY B.#5 VERT.AT 16"O.C. FOR ALL WALLS GREATER THAN 14'-0"HIGH.
<br /> � ��-- GROUTED C.(2)#5 VERT.AT ALL JAMBS.
<br /> � D.(2)#4 HORIZ.AT 24"O.C.TYPICAL �
<br /> 2. AT PERIMETER CONCRETE COLUMNS, STIRRUPS WHERE NOTED ! E. (2)#5 CONT. IN BOND BEAM AT TOP OF WALL. •
<br /> PROVIDE DOWELS W/90°STANDARD �-- F.ADD(2)#5 TOP AND BOTTOM AT ALL OPENINGS.
<br /> ! HOOK TO BACK OF CONCRETE � �,
<br /> j i COLUMNS AND LAP 48db. = o - LINTEL BLOCKS
<br /> a = � (SEE SCHEDULE)
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<br /> PER ARCH, i ;
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0"
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<br /> _ _ _ __ 14 MASONRY LINTEL AND SCHEDULE ; �15� CMU WALL NOTES '
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