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� - <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 />