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� COLUMN SHEAR HEAD REPAIR CONSTRUCTION PROCEDURE: COLUMN
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' ( 2 ) #4 TIES �
1 . PROVIDE SHORING FOR SLAB ABOVE COLUMN TO BE REPAIRED. '
2 . VERIFY LOCATION FOR ALL EXISTING POST-TENSIONED TENDON , ROUGHEN CONTACT SURFACE AT II
UNDERSIDE OF SLAB WITH BUSH HAMMER OR OTHER HAND TOOL, TO 1 /4 " AMPLITUDE ADD #5 EPDXY DOWELS ( 3/4 " HOLE) I S S U E D F 0 R
WIRE BRUSH AND AIR CLEAN SURFACE.
SEE PLAN FOR SPACING � 02/26/ 10 CONSTRUCTION DETAIL 't
DRILL IN HOLES FOR DOWELLING. �
� Q ' � � MAX ' ' ' AS -BUILT SLAB 03/09/ 10 REVISION ,
3. INSTALL EPDXY DOWELS WITH FULL-TIME INSPECTION, FOLLOWING EPDXY MANUFACTURER INSTRUCTION , PROVIDE 1 -1 /2 " MINIMUM LEVEL ( SEE PLAN DETAIL) �; � �3/24/ 10 REVISION �� I
SEPARATION FROM EXISTING TENDON AND REINFORCING.
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4. PLACE ALL REINFORCING PER PLAN. i � i i � i i �
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5. PREPARE FORM WORK AND STAGE FOR INSTALLATION PRIOR TO APPLYING BONDING AGENT. n
FROM LOWER SOFFlT WHERE ' � . • • 6 5 MAX R
6. APPLY BONDING AGENT PER MANUFACTURER 'S RECOMMENDATION. SOFFlT STEPS g °� ' _ ' ' ' ' ' "
^ N - - — — — NEW CAP
7. POUR CONCRETE WITHIN POT LIFE OF BONDING AGENT ( VERIFY WITH MANUFACTURER 'S SPECIFICATION)
ENSURE FULL CONSOLIDATION USING ACCESS PORTS OR OTHER MEANS. N �
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8. STRIP FORMWORK PER ACI STANDARD AND REMOVE SHORING. OU�IDE COLUMN so' HOOK TYP. 10"
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ROUGHEN BOTTOM OF SLAB ( �/4 " AMPITUDE)
AND COAT WITH BONDING AGENT
( 3) #7 CONT. THRU COLUMN '
, EACH WAY ( WITH EPDXY) ( 1 " HOLE) SEE PLAN DETAIL SEE PLA DETAIL
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FOR EDGE OR CORNER COLUMNS, PROVIDE EPDXY DOWEL 4 ,
W/ 12 ° EMBED INTO COLUMN WHERE CONT. BAR NOT APPLICABLE C ' �
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' CHIP DOWN COLUMN 1 " ALL AROUND AND � � ,
� COAT WITH BONDING AGENT '
� DO NOT DAMAGE ANY COLUMN REINFORCING
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NEW CONCRETE COLUMN CAP REINFORCEMENT �El1IEl�UED �Y HEET T � T � E __ � _
APR O 12010 '
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� 1 . NEW POUR MIX SHALL BE F'c= 6, 000 PSI 28 DAY STRENGTH MIN.
SUBMIT DESIGN MIX AND POURING PROCEDURE FOR ENGINEER REVIEW AND APPROVAL. 'ToWn of Vail 1
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2 . EPDXY SHALL BE SIMPSON SET XP OR ICC APPROVED EQUAL, SEE GENERAL NOTES FOR DRILL BIT/ HOLE REQUIREMENT. � � �� ��� ���
PROJECT OZO2H /
3. BONDING AGENT: CONCRESIVE LPL BY MASTERBUILDERS OR ICC APPROVED EQUAL
4. VERIFY LOCATION OF ( E ) POST TENSIONED TENDONS, ADJUST DOWEL L.00ATION WHERE CONFLICT WITH TENDON D A T E
AVERAGE SPACING IS 8 " EACH WAY ( MIN. 4 ", MAX 12 " ) S A L E AS NOTES �.
5. PROVIDE TEMPORARY SHORING AS REQUIRED. I � � � � � �
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6. PROVIDE SPECIAL INSPECTION AS NEEDED: EPDXY, REINFORCING AND CONCRETE PLACEMENT AND STRENGTH TESTING. �. � �' �' �� � D �1AR 2 9 �� ��
I SHEET �
i 5ub�sct to ��; ! �,�as���g an �Aun��nRal Cad^s �
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