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� <br /> � <br /> 0 <br /> N <br /> � <br /> X . <br /> X <br /> X + <br /> � <br /> j � <br /> w II� AT SLAB EDGE CONDITION � rn <br /> V STUDRAIL ENDS AT U o <br /> w ' STUDRAIL ENDS AT STUDRAIL ENDS AT SET RAILS 2"FROM EDGE. AT SLAB EDGE CONDITION a, <br /> � ' FACE OF COLUMN Z ao <br /> � ', FACE OF COLUMN FACE OF COLUMN — <br /> Z (TYP.) (TYP.) STUDRAIL ENDS AT �nP�� SET RAILS 2"FROM EDGE. � <br /> � , FACE OF COLUMN �;^ <br /> Y (TYP.) 1 N � � <br /> m � - .a � J .e � J � � � �. � J " a � J `� M 00 <br /> � a _ � ¢ _ a � Q ° _a Q � a Q Ca� � <br /> Z N � �-a N � . . . N = _ " N = � . <br /> � _ �� v� � � v� , � �� •�� � � . , <br /> � W W e a W W � <br /> o � � AT SLAB EDGE CONDITION ° � � � � � L.L1 °' " • <br /> � rn <br /> w� SET RAILS 2"FROM EDGE.��• � � >�� <br /> O N <br /> Q � � �,C <br /> W VY �' N <br /> a EDGE OF STUDRAILS TO BE IN EDGE OF STUDRAILS TO BE IN EDGE OF STUDRAILS TO BE IN EDGE OF STUDRAILS TO BE IN L Z N� <br /> � ' LINE WITH COLUMN FACES LINE WITH COLUMN FACES LINE WITH COLUMN FACES LINE WITH COLUMN FACES +-� � 0 3 <br /> Z (U.N.O.) (U.N.O.) (U.N.O.) (U.N.O.) (A .- N 3 <br /> g <br /> a � <br /> U <br /> _ o <br /> ' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" N ' <br /> 1 STUDRAIL CONFIGURATION A (SR-A) 2� STUDRAI� CONFIGURATION B (SR-Bl 30 STUDRAIL CONFIGURATION C (SR-Cl 40 STUDRAIL CONFIGURATION D (SR-Dl ���r " <br /> \ / \ / \ / Ny��iJ��/,-A, O <br /> o f J�,:'� <br /> j MAX.CLEAR 131/2"@ 8"SLAB <br /> rs, � i�� � z <br /> TYPICAL 16"AT 10"SLAB PLACE BANDED ANCHORS ��Y ���� <br /> 18"AT 11"SLAB TOP REINFORCEMENT PER PLAN 1/4"ABOVE THE NEUTRAL ��v��ZS "� �,� � <br /> �I <br /> ; 20°AT 12"SLAB DISTRIBUTED TENDONS AXIS � <br /> ; TOP&BOTT. BANDED PT TENDON <br /> REINF.SEE BANDED TENDONS <br /> j PLAN � PER PLAN - � 2l3 SLAB � <br /> ; � <br /> SEE PLAN z— � � THICKNESS I <br /> ! � � O°. • �.�gp�� � • • • • • • • • • • • . . � <br /> ' TYPICAL a. a a m� � � --- - -- FW-� rn rn o . <br /> . <br /> _ a � _ 3�� 3�� _ -=a - .' ,_ = �*=r � w -——— — Q <- � cv � <br /> i <br /> � � � <br /> � �' 4�_ _a' .� �. � �. <br /> ' 4 "� MAX. TYP. STUD RAIL REF. ( DISTRIBUTED a `n � � N r o <br /> ; � - � �, 4 � 112 SLAB . <br /> , .6 , ° ° Q _ ° � SCHEDULE FOR � I 4��I PT TENDON '� � `- <br /> �° a SHEAR STUD v LENGTH&LOC.TY . 1l4"MAX. PENETRATION OF (4)#4 x 9'-0"B O T T O M � I I T H I C K N E S S o �- o <br /> a� a �.��� � - - _ o ���� , �� _. � EACHWAYU.N.O. 1 <br /> a aa -d a .� � � COLUMN INTO DROP CAP -}' PLACE DISTR.ANCHORS <br /> p°_ - � : °��. " M -� -r 1/4"BELOW THE NEUTRAL <br /> - a " � -�°° � " " ° B. BARS PER PLA 1/2"MAX. PENETRATION OF <br /> z S�3"MAX. ' - ; ° _ : �_ - . � _ �� � �a� �° �.���°° '_�- " COLUMN INTO DROP GAP fi �' AXIS � <br /> C - _, d : � a . . , .Q . <br /> C ad , <br /> - a a � 4'� . - _ - "d' t�1 W <br /> � � 9�a � � � � �� � o <br /> �1ST STUD � REFER TO COL. O� Z O <br /> S H E A R S T R A P SCHEDULE v� F � � <br /> STUDRAIL C O N C.W A L F A C E O F C O L. N O T E S: w � � � <br /> SEE 4/S7.02 � z U U ' <br /> 1.A MIN.OF(2)TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. <br /> 2.TOP BARS PARALLEL TO BANDED PT TENDONS TO BE PLACED AT THE � � O O <br /> NUMBER OF STRAPS ¢ ~ ~ <br /> UPPERMOST LAYER, U.N.O. F- F- <br /> PER COLUMN VARIES Z � g <br /> SEE PLAN � � � <br /> O w w <br /> U � � <br /> SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" Z Q o W <br /> �� STUDRAIL LOCATION TO COLUMN � SHEAR STRAP DETAIL 9� SECTION � 10_ SECTION <br /> Q w 'i � � <br /> � o 0 <br /> 18 D��EES � � L � Q o � + <br /> OO � Q M W � N 0 0 � � � <br /> ZONE WHERE PUNCHING IS ' 1 SLAB `' � � � o c� o m <br /> AREA BEYOND COL. cn <br /> R E D U C E D � D E P T H W c n g W <br /> �� C A P T H A T C A N B E �* � <br /> m C� � Q >- <br /> p Z Q U w 000wE- <br /> PENETRATED � _ <br /> GENERAL AREA 1N WHICH WITHOUT CONCERN -� w c� cn 1 cn o c� a o <br /> PENETRATIONS MAY OCCUR TO PUNCHING <br /> (PVC SLEEVES) <br /> (1)MAX.5"SCHED.40 SLEEVE �-- <br /> PENETRATION ALLOWED IN PERIMETER <br /> RE:NOTE 4 <br /> PROVIDE STEEL PIPE I I <br /> (SCH40) <br /> WITHIN COLUMN ZONE I <br /> 6"CLEAR OF FACE OF COLUMN <br /> GENERAL NOTES, PENETRATIONS AT COLUMN: FOR s°SCHED 40 SLEEVE <br /> 1. WHERE PENETRATIONS ARE MADE ADJACENT TO THE COLUMN,IT DEFINES � � ' . , � <br /> A"ZONE"THAT REDUCES THE PUNCHING CAPACITY AT THE COLUMN-SEE i NO PENETRATIONS WITHIN <br /> ZONE DEFINED BY AN 18 DEGREE MAXIMUM ANGLE. I ' ' COLUMN CAPS OR STUD RAIL <br /> 2. ADJACENT TO ANY COLUMN MAY BE PENETRATED IN A SINGLE"ZONE"AS � � � PERIMETER EXCEPT AS <br /> SHOWN.NOTE THAT ADDITIONAL PENETRATIONS MAY BE MADE IN THIS � INDICATED THIS DETAIL <br /> SAME ZONE,SPACED OUT OF THE DROP CAP OR STUD RAIL PERIMETER I I I I <br /> AND FURTHER AWAY FROM TNE COLtJMN. TYPICAL COLUMN <br /> 3. NO COLUMN CAP SHALL HAVE TWO OR MORE ZONES WITH PENETRATIONS. I_ _ � _ _ J <br /> SHOULD THIS BE REQUIRED,THE ENGINEER IS TO BE NOTIFIED I <br /> IMMEDIATELY-AND PRIOR TO CONSTRUCTION.A LARGER DROP CAP � <br /> (DEPTH AND PLAN AREA}OR REVISED STUD RAILS WILL LIKELY BE . <br /> SPECIFIED. ' <br /> 4. SLEEVES SHALL NOT INTERFERE WITH PT TENDONS PASSING THROUGH �� � <br /> � COLUMN. <br /> / <br /> SCALE: NONE �� TYPICAL DROP CAP OR <br /> 12 i SLAB PENETRATION AT COLUMNS P�,N STUDRAILPERIMETER <br /> � <br /> 1 1/2"x 31/2"KEYWAY <br /> � <br /> � � <br /> � . <br /> � , OPENING TRIM REINF. � <br /> � TEMPORARY RE:PLAN NOTE 2&3. 1. PROVIDE TRIM REINFORCING AT TEMPORARY TOWER CRANE OPENING. �.^ � <br /> c i OPENING FOR RE:NOTES 2&3 BELOW. v 1 � <br /> � ' TOWER CRANE PT SLAB&REINF. AT LEVEL P1a PROVIDE#5 AT 12"OC TOP AND BOTTOM. �'� <br /> ? ' SLAB INFILL � RE: PLAN AT LEVEL 1 AND LEVEL 2 PROVIDE#5 AT 18"OC TOP AND BOTTOM. • <br /> �'1 '�-' .—� <br /> Q ', � ALL W/LENTON COUPLERS AT TEMPORARY OPENING FOR TOWER CRANE. � � � N <br /> � � , o a a, a EXTEND ADDED#5 8'-0"INTO SURROUNDING SLAB.HOOK AT SLAB EDGE NAIL HOLE �� � � � <br /> m , �-'-. —a'-3- =�.—_ - . — � �,.`--`—�"��—°=.,= o� OR BACK FACE OF SUPPORTING BEAM AT SLAB EDGE. � � � <br /> � � �_ �; - �/a °.° � � ' , � � a � � a RE: 15/S7.00 SIM.AT STRESSING BLOCK OUT. ( � <br /> 4�. <br /> " � ° ° ° RE:DETAIL 11/S7.01 FOR DISTRIBUTED PT AT OPENING. ' <br /> a d' c a � _Q ^� � � � O � <br /> CO �— 3, �U �` � � ' �'-- — a s..'��—�-•�,r-�, RE: IAPMO-UES ER-0129 FOR LENTON FORMSAVER COUPLERS. S e c � <br /> � �. . -� _ � :d _ ,_�•' �. � , . J J `+ � � � <br /> NOTE:TOWER CRANE SHALL BE CENTERED IN THE TEMPORARY OPENING � <br /> �' ' � AND SHALL NOT BE ATTACHED TO PT SLAB. � � N � <br /> u' ' 2 #5 AT EDGE \ OVERALL LENGTH �j <br /> � , � ) COUPLER 2. PROVIDE 1 #5 X 4'-0"DIAGONAL TOP&BOTTOM EACH CORNER OF 4X I � � � � <br /> � , TYPICAL TOP&BOTTOM � � SLAB THICKNESS � � � � <br /> � ' RE: NOTE 1 TEMPORARY TOWER CRANE OPENING,TYPICAL. � N � <br /> � ' 3. PROVIDE(4)#5 X 20'-0"AT 3"OC TOP&BOTTOM TEMPORARY TOWER � � '� i <br /> � ' CRANE OPENING CRANE OPENING,HOOK AT SLAB EDGE TYPICAL. N w� <br /> �' ' INFILL SLAB PT SLAB - <br /> a ' <br /> � � <br /> � U � D <br /> a o E , <br /> � o <br /> N .� <br /> � m ' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br /> N ? , 16 TOWER CRANE INFILL <br /> 19 STUDRAIL ELEVATION � <br /> � � ---- - - --- ----- - -- -- � -- <br />