|
� -
<br /> � �
<br /> N I <aa a BRICK VENEER GRID
<br /> � � �� �= �I ° � ����°����a °°� .. ATTACH TO CONCRETE GRID �
<br /> � I ;° � a a'.,;� �<=_ PER DETAIL BELOW .
<br /> w G � a- -' STD HOOK FOR �- COLUMN ABOVE
<br /> w °� �:�< `�a, � I,_�.�a�4� - � PER PLAN&SCHEDULE. a �
<br /> DISCONTINUOUS I�'a�� �I
<br /> VERT.BARS PER U o
<br /> w � °_I < _- I-4< -;, `:I�_�. �I - I•-- - �I �
<br /> - � _�` a 12IS6.01 LOCATE IN,�LAB.
<br /> � : I `a..Ia, p .1 I � I� _ II Z �
<br /> � � � - " a q � I d O
<br /> z I d a o � , � � STD HOOK FOR (� � � � Q
<br /> DROP CAP
<br /> � ' � %_; . . a ., � . � i DISCONTINUOUS �
<br /> � << a ___ _ � _ PER PLAN � VERT. BARS PER � � � ��
<br /> �,- �_ 4�-.
<br /> C� �� . - �< �� " - -a�.-�= �_ �� 11iS6.01 &111S7.00. - �-- -� � i¢ � 1 � � o0
<br /> � Z � L f/) �
<br /> Y ' ;a.,- �_ _
<br /> U �. ,d e �d , �r. �
<br /> �
<br /> \
<br /> m � =�I � - a� I '�.� �= =�. �_ �' (4)VERT. BARS CONT. I i o I� � � � � o �ri
<br /> , � ��;,,, r�-,a -�-,' (TYP.) \ U u; r� ao
<br /> (� n _ �� I ' � ° v __ �' � NN
<br /> z a II I 'I _ � '� � �' ,� co
<br /> d NOTE: � � a ,�
<br /> � I � � ° �- � � _ ; WATERPROOFING -�tl i d i - - GRID -° --'-_�� -�}-� ,i- __- --- Z �N � U
<br /> C o
<br /> � i � - AND WEEP HOLES II I i,.l- r.ea_° d ,I.,�I \_� a � a �,��_� -��' a � a � v W a��i v�
<br /> w� 8" PERARCH. q 1�= ?�� _�� ��I -- - --- t �=�=t=��-I�c- -- - -a � z I � � �_� .
<br /> a I L 5x5x3/8 EMBED �`- J ' - T, ° -.�- � ' _ � o L o � �
<br /> a 6.0 � � � '° �- ar I � IT •�- � ��-'_
<br /> � .�,�,, `�' u,�v,
<br /> � W/5/8"DIA.x 0'-6" =l = _ _ _ - 1= C-�' COLUMN BELOW : � -- � U Y „�u
<br /> a ' WELDED HEADED STUD STD HOOK FOR - - - �.,
<br /> Z ', AT 18"O.C. COLUMN DOWELS I PER PLAN&SCHEDULE. '�'� � -a � -I' \ Z � o � o cNo 3
<br /> g ' SCALE: 1 1/2" = 1'-0" � PER 12/S6.01 +-t'a-fi-°�' � w � ! (n °-° � 3
<br /> J Z �
<br /> a ; ��I LOCATE IN DROP CAP. �_"t'_'i' \ o o °'
<br /> , ;� TYPICALVENEERATTACHMENT „ �-fi- �
<br /> +--t�- t -h , w H-
<br /> _a
<br /> $ � � I *�� � DROP CAP SIZE&REINF. � �
<br /> ��-t a�� �- �' PER PLAN&151S7.01
<br /> NOTE: �o�,.,-- � a
<br /> RE:PLAN FOR COLUMN -+
<br /> o -0 ORIENTATION +� t�I_�-�
<br /> �, " � ° a_ . � � VENEER �- -f- -t'���' N
<br /> �� � °' RE:ARCH. � � "
<br /> � � �- ���� i
<br /> ����° � � CONT.9 GAGE WIRE ���r� � �
<br /> i I � a U.N.O. ��_ � �,`�' � � � �
<br /> � SCALE: 3/4"= 1'-0" SCALE: 3/4 1 -0" o ; � � ' _
<br /> � ; �. Qa ��a��_ �_ Ro p��EWA«&RE�NF. 3 C O L U M N P L A N V I E W A T R O T A T E D C O L U M N S ;�4' C O L U M N S E C T I O N A T R O T A T E D C O L U M N S � �� �� - � ���� � � ��
<br /> � o ❑ � �, o �
<br /> ,- � ,,
<br /> I I ; _��:�_�;�_�. � #315-BT
<br /> � �� �
<br /> ������.� �� �w
<br /> � a a W/BYNA TIE
<br /> - ��
<br /> j WlSEISMICLIP AT 12"OC(MAX.)
<br /> � � EACH WAY IN VERT.DIVETAIL SLOT ��_p�� 3/4 CHAMFER
<br /> � � < ' TYPICAL 1'-0° ��_�"
<br /> �I � CONC.WALL&REINF. - -
<br /> i " a CONT.VERTICAL DOVETAIL SLOT � I ,
<br /> /- 3/4 CHAMFER RE: PLAN 3l4"CHAMFER 1'-2 W A L L �
<br /> TYPICAL I WALL REWF.NOT SHOWN RE: PIAN F. a, 6, a, o ,
<br /> I� I� , � A T 1 2"O C ( ) i TYPICAL w Ni
<br /> '� • � - J � I 3/4"CHAMFER � ��
<br /> � � � � � � ar � , Ni
<br /> Gc� rn � �
<br /> � SECTION � '� _ � � #4 TIES -� ( TYPICAL 1'-6" � c� � � o
<br /> #4 TIES • • • � � PROVIDE � � � �-
<br /> o � - SEE 19/S6.01 � _ i � _ SEE 19/S6.01 • � � #4 TIES r�� 90 DEGREE HOOK AND LAP o o � o
<br /> NOTE: � � � /��, � � • ! _ --� SEE 19/S6.01 _ I
<br /> , ° ° DW-10-X,#315-BT,BYNA-TIE, `� �- • `" ' � `° • - • i � � � #4 TI Z� r-�-�'*'-_�_- (1'-6")+LAP
<br /> , � ES � I I I
<br /> "f &SEISMICLIP SHALL BE AS �_ • � �_!� `�' � � ��_ • SEE 19/S6.01 a ; �-
<br /> �I I� 9 c_ MANUFACTURED BY HOHMANN (12)#10 VERT. REINF. � (10)#10 VERT. REINF. � - � �, �; ( � � � ____ � W
<br /> ' �� �a " a &BARNARD OR EQUAL. �_ • ((6)EACH SIDE I I I � - - ~
<br /> a � �_! _ � (14)#10 VERT. - �_-_� W
<br /> �� • �
<br /> ' 1= - � REINF. � I � (12)#10 VERT. z v �;
<br /> a ,� ,� �
<br /> _, b,�� , " - I
<br /> 1 1/2 CLR 1 1/2 GLR i 7 EACH SIDE � O
<br /> "° � NOTE: #4 AT 12"O.C. i � - • « ) ) L� REINF. � y p �I
<br /> - - i- ,, �
<br /> �_-- -
<br /> WATERPROOFIN WEEP H E � N >
<br /> G& OL S TYPICAL AT WALL TIES , w �-
<br /> � w,
<br /> cnw � �
<br /> �� .
<br /> PER ARCHITECT
<br /> `- _� _
<br /> 1 1/2"CLR �1 1/2 CLR � SEE 19/S6.01 � � ,
<br /> I PLAN TYPE C1 TYPE C1 AT WALL z� � U� U
<br /> � (6)#8 VERT.AT WALL END � O O
<br /> �" ` (8)#8 VERT.AT WALL CORNER z� v F= F=
<br /> TYPE C2 TYPE C3 TYPE C4 0 �� � m
<br /> � � > >
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" O O w w
<br /> ' ;6� TYPICALVENEERATTACHMENT � TYPICALCOLUMN TYPES " " � �
<br /> 0
<br /> __ _ ___ _ .
<br /> Z�, a � ou�
<br /> a -SUPPORT WIDTH 4 a � NOTE: �
<br /> I S S S STD. HOOK FOR VERT.BARS ; FIELD COORDINATE TOP OF COLUMN HOOKS � �
<br /> ` PT SLAB&REINF. PER DETAIL 11/S7.00&9/S7.02 i WITH STEP IN SLAB AT DECKS TYP►CAL. � � m W � a'
<br /> � � o 0
<br /> � (CLEAR SPAN) � � (CLEAR SPAN) �� ��"� (CLEAR SPAN) PER PLAN �� � - � > � o a � .
<br /> � wHicHEVER � �� �° 24" 24" 12" and 14" WIDE COLUMNS TYPE C1 � � � � � � � � .�
<br /> ' �, � � ( � SEE NOTE -� z � c� °r° � a ¢ w � � � � �
<br /> �
<br /> A I REATER J 4 - � a #4 AT 12"O.C. � o � � � o c� o m
<br /> S G r.� cn .
<br /> �� W cn � �-
<br /> � _ �
<br /> e °' 0.25 S (TYPICAL) � „ #4 TIES SPACING PER ZONE - � � - ,,,
<br /> � 025SORS' 0.25SORS' ! 42 -
<br /> • r- mC� o Q >- �
<br /> ° � ' ii ii ii a.0 ii ii _.1 ii n ii n ii ii O Z Q U w o 0 o w �
<br /> K a: NO PENETRATIONS OF PT SLAB ALLOWED _��_ _��__ _,,,�,�_ ���_ � w U cn Y cn o c� a o
<br /> I CLEAR HEIGHT ZONE A ZONE B ZONE C
<br /> � � ;ia�-° 0.33 S 0.33 S OR S' � �I� __ 0.33 S OR S' �
<br /> � �---�
<br /> i STD. HOOK , � �c -- ---� � 14'-0°TO 16'-0° (18)SPACES AT 3"O.C. AT 6"O.C. AT 3"O.C. PT SLAB&REINF. I I L-- TOP MAT REBAR PER PLAN
<br /> TYPICAL �� a.
<br /> �' � 015S � -
<br /> � . aa _. _ ,_. o a ._--a . . , _=- - __�. PER PLAN � PARALIEL TO BANDED
<br /> � �- - s_-�� �_--a--''^s_,_-.- -o=ti . ' ' w
<br /> , I a a z a; _ a - a .. • �,., _ d �-"-� (14)SP 3' O.C. AT 6"O.C. AT 3"O.C. m Z O
<br /> � a 12'-0"TO 14-0" ACES AT � �
<br /> � -_ . �;-. � �_ _ TENDONS
<br /> D a� -i. � �a a a - , �_ � _ _ - - _ _ - ay� � 0 1'-'t �
<br /> �
<br /> � � a a a 1 ° _ P ° a 9 0 TO 12 0 PACES AT 3 A I
<br /> a
<br /> I � � 1_
<br /> , '. a,. . - � ', �. _ _ _ _ c CV '
<br /> I e , 4 a �I a 1 w a 1. d. ' , -""d �� a a Q � a, _ - d � ,. °_ ,./e -� " � d� . (��)�7 . . . . . . I �
<br /> a
<br /> 0.25 S OR S" aa, ° ° , a � 1/2"MAX. PENETRATION
<br /> I ICL OF SPAN � _ �
<br /> "OC T6"OC AT3"OC �- -�
<br /> a �_,_s��,==�-•T-�=-�-==��-�,�=- �e ---*� � ( �
<br /> E ' I " p � LESS THAN 9'-0" 3"O.C. FULL HEIGHT AT 6"O.C. AT 3"O.C. ��-- �'-'� OF COLUMN WTO BOTTOM
<br /> 23/4" � a-�"��� �� _ ;�,���'� ; -��_ OFSLAB �
<br /> NOTE:
<br /> d RE: 19/S6.00 FOR
<br /> I 9"LAP 9 LAP a� _ " � �.� . • s ._,�,• t-�'
<br /> _-,_j -- F _ -� - , _ � �° � a ° .
<br /> #4 AT 12"O.C.
<br /> _ ADDITIONAL INFORMATION �--- � �
<br /> c � , ° 0.10 S 0.10 S °a _ 3"CLR � 2"MIN. � - � � �
<br /> , � _ . � np. 3/4"CHAMFER,TYP. COLUMN REINFORCING NOTES; z r �T =
<br /> - _� 6"MINIMUM ' a� M (4)2"DIA.CONDUITS (4)3"DIA.CONDUITS 1. LAP VERTICAL BARS IN COLUMNS 30 BAR DIAMETERS OF BAR o O � � w I
<br /> j H TYPICAL 4 Q ABOVE.TYPICAL,u.N.o.. L_1 c�
<br /> 2. CONCRETE PROTECTION-1 1/2"MIN.COVER TO TIES UNLESS i ( � � �
<br /> 0.30 S OR S' � NOTED OTHERWISE. ; fi-�' � o ��
<br /> � 0.30 S OR S' `° �� � � E�'-� �
<br /> STEPPED VERT.BARS
<br /> ,�. a, � DROP 3. CONCRETE F'C=5000 PSI AT 28 DAYS. AS REQUIRED � �- � °" � � TOP MAT REBAR 'r'�
<br /> 4. ALL REtNF I
<br /> O R C N G S T E E L S H A L L B E A S T M A 6 1 5 R A D E .
<br /> G 60 � � �
<br /> PENETRATIONS w
<br /> �- 0.25 S OR S' � a."a�, 0.25 S OR S' ALLOWED 5. DETAIL IN ACCORDANCE W/ACI 315. \ I � � �, PER PLAN
<br /> 4 BANDED TENDONS � I I N PARALLEL TO BANDED � I �
<br /> 6. FOOTING DOWELS SHALL BE#6 BARS TO MATCH COLUMN � � � , I
<br /> NOTE: VERTICAL BARS TYP.U.N.O. PER PLAN o � � �F-� ENDONS � j �� .
<br /> D=DEPTH OF MEMBERS N
<br /> �J m � j ( �
<br /> xs
<br /> SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" SEE NOTE � �- -� \ � �
<br /> i --- - -�
<br /> ; TYPICAL BAR DETAILS TYPICAL SECTION at ELECTRICAL SOFFIT _ ' �- \�' -� � \ � �
<br /> 11 ; 12 z , ..
<br /> �� �� o � �� �� _ �� �� �� �� �� ��
<br /> _��- _��r _ ���.���_ �
<br /> 1 _ �
<br /> � _
<br /> PT SLAB&REINF. � � ( ��� 1/2"MAX, PENETRATION
<br /> PER PLAN � u, t t OF COLUMN INTO BOTTOM
<br /> � o OO �--� OFSLAB I
<br /> I N i_I �
<br /> � H � � � �
<br /> I
<br /> � � fi-rt � �
<br /> � i I �---� � �
<br /> � ; I _ I � �
<br /> � , �� , I I - #6 DOWELS QTY.TO MATCH
<br /> �L.� S,-, � ,-�
<br /> z
<br /> Z t - rt COL.VERT.BARS „�,..,�
<br /> J o O I I RE: DETAIL 2lS6.00
<br /> � �' 1' t Q .�,� C�3 � N
<br /> � �' -G---� � STD HK ^ 1 �, � OO
<br /> ' ¢ o „rl Q� �
<br /> � �� NOTE: � �- � �� �, ``i o
<br /> °° , W � .�
<br /> � TOP BARS SHALL PASS NEAR t_fi �� � U Q� � ,�
<br /> > � CENTER OF COLUMN UNDER � a � � �
<br /> � �' DISTRIBUTED TENDONS&TOP BARS z w •
<br /> = NEAR EDGES OF DROP CAP OVER ,� 1-L g � CONCRETE S.O.B.&REINF.
<br /> �' � aO I� �I PER PLAN � � � ,
<br /> �--, �
<br /> @ DISTR�BUTED TENDONS AS
<br /> � ' REQUIRED FOR 1"MIN.COVER TO _ _ �_ � _ I I � N �
<br /> � , POST TENSIONING AND REBAR. - -- - � � -" - --- � � � N w
<br /> � � `� � - - �
<br /> � i� ��-,.�_� M � � _���_���-���-� z
<br /> � � �'� - J L _ �
<br /> � o � z_• ._••_•_•_s
<br /> �' I
<br /> _ ;�,��-,�-���-
<br /> � � I SCALE: 3/4"= 1'-0"
<br /> ������_rrr-rr
<br /> � � '� TYPICAL COLUMN DETAIL ���� .
<br /> o , � � FOOTING SIZE&REINF.
<br /> � � � PER PLAN
<br /> ciU - I
<br />
|