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BANDED TEN ON A 6T TYPICAL DETAI L NOTES �''=�"
<br /> OC. EXTENDED 9" BEYOND PD
<br /> TOP UPPER
<br /> LAST ANCHOR EACH END REBAR, SEE PLAN
<br /> GROMMET BANDED P-T TypiCal Detall NOtes: Ame�ica�P�opertyoeve�opment,�n�.
<br /> GREASED AND TENDONS (NUMBER 110110thAvenueNEsuite550
<br /> 2 1/2" TYP. PLASTIC WRAPPED Bellevue,wassooa
<br /> P-T TENDON 3/8T 1' - 4" MIN. TOP OF SLAB OF TENDONS PER 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> STRAND BARE P-T TENDON BUNDLE MAY VARY)
<br /> STRESSING TAIL 2. Architectural backgrounds are shown for reference only. �coNsu�TaNT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only. ������
<br /> z ., . ,Q ., _ , _ _ z .d. ., . : , � , ' a _ - - . . d � ' _ - , n
<br /> ° � �° - °° For dimensions not shown, see architect of record submittal.
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<br /> � W _ . � a.a� _ . ,- : - "'' a aq -. - ,- ' ,. ' - - w a ' . : - ;` . . � '4- -e.. �Q:, . e;; - Z .W - - �. '"' q ! ;� � t, r� ! I? C;
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<br /> w - = -�—o- � - = — - - - - - w . -.� °- aa . = -. a . , - �_ p _. 3. Contractor shalf field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> w = - . - ,� - aa' w . ; - = a , a° � -a a ._ ; _ U BOISE IDAHO 83704
<br /> a '�° � �Q � ` ° discrepancies are found, contractor shall contact the Architect
<br /> � � , a p: . _, [ ' a � " _ - . . _ ' - - _ - � f/1 e � - _ a ° � 9, - ' add � - . _ ' e
<br /> W � a�—�yf-a � ��° "�� � W v� ` �° ° ° � -4 O ad �a and Structural En ineer before erformin aIt21"atlOtl WOt"I(. Phone(208)342-7168
<br /> F— - - -°: - I— � � _� �-��° ` �� �• �` J P g LE JOB# 154191.00
<br /> � _ —_ ALL STRUCTURAL DETAI USED ON THIS
<br /> PLAN ARE COPYRIGHT tC OF LOCHSA
<br /> SUPPORT BARS TENDON SUPPORT 4. For structural framing sizes� See pIaI�S. ENGINEERINGOFIDAHO.THERE-USEOF
<br /> 2 - #4 T AN D B 6�� OC. q ANY DETAILS AND CONCEPTS IS NOT
<br /> 4H�� OC MAX. BARS 48�� OC M/`1/�. ACOFLOCHSAE GQNEERINIGOF DOHO.NT
<br /> EXTEND 9" BEYOND UNIFORMLY 5. For floor deck size, attachment, span direction,and finish
<br /> LAST ANCHOR DISTRIBUTED P-T floor elevations, see plans.
<br /> GREASED AND 48" #4 HAIRPINS AT 8" OC M. HE
<br /> PLASTIC WRAPPED � TENDON �,P oF ASH ti
<br /> 48�� #4 HAIRPINS AT 8" OC STRAND 6. For typical bearing wall construction, see plans. o�P.�� 'ti� N
<br /> C 48�� TOP LOWER Coordinate location with plans and architecturaL � .
<br /> REBAR `� '
<br /> 48" CHAIR TYP. 7. For interior and exterior wall finishes, see architectural.
<br /> s
<br /> SUPPORT 8. For all typical construction details not shown on this sheet, o �° RA3L4�N � ���
<br /> DEAD ENDED ANCHOR DEVICE STRESSING END ANCHOR REBAR see a�� "s5" series drawings. 03-29-1 �SS/�NAL EN`'�
<br /> AT BANDED TENDONS DEVICE AT BANDED TENDONS SECTION THROUGH BANDED TENDON 9. Coordinate all water proofing measureswith architect. ExPo,�o��zoz
<br /> AT C 0 L U M N � COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> NO SCALE SUBMITTAL!REVISIONS
<br /> #4 CONT. TOP AND # DATE DESCRIPTION
<br /> BOTTOM AT SLAB EDGE
<br /> TIED TO ANCHOR
<br /> #4 CONT. TOP AND
<br /> BOTTOM AT SLAB EDGE GREASED AND
<br /> 2 1/2" TYP. TIED TO ANCHOR PLASTIC WRAPPED
<br /> STRAND 1' - 4" MIN.
<br /> P-T TENDON GROMMET
<br /> TOP UPPER
<br /> z - . _ � z REBAR, SEE PLAN
<br /> �° BANDED P-T TENDON
<br /> Q � - a. " . - ; - - � aA -.�� : - � � � a/� w
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<br /> W .— - _ — d e — — _ — — _ " _ _ d- _' — — W
<br /> �- TOP OF SLAB g p
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<br /> BARE P-T TENDON � � _ � -a ` �" . �� °-° _`. . ` -� -� . , `_ . . � .
<br /> CHAIRS' SUPPORT BARS SUPPORT BARS ° a e � ` = d � a�;- a�
<br /> .
<br /> �� -` -� � � .4. ..�b ,- a. �,, �-
<br /> „ STRESSING TAIL - "° ° a : ° - ' °
<br /> AT 3'-0" OC MAX. 48" OC MAX. AT 48 OC MAX. _ _ _ _ _ __ _ _
<br /> CHAIRS' � �°- a.: aa <.�_ a - . � �° ao .d. a. ;�-.
<br /> 24„ GREASED AND 24�� AT 3'-0" OC MAX.
<br /> HAIRPINS 2 - #3 AT� PLASTIC WRAPPED HAIRPINS 2 - #3
<br /> EACH ANCHOR STRAND AT EACH ANCHOR 24„ �
<br /> 24" UNIFORMLY �
<br /> DISTRIBUTED P-T
<br /> TENDON �
<br /> DEAD ENDED ANCHOR DEVICE STRESSING END ANCHOR DEVICE CHAIR TYP. TOP LOWER �
<br /> AT DISTRIBUTED TENDONS AT DISTRIBUTED TENDONS REBAR, SEE PLAN N
<br /> C� �
<br /> NOTE: SUPPORT REBAR � � �
<br /> 1. Forms and chairs not shown for clarity. ONE ON EACH
<br /> 2. Nail or screw anchor device to forms. SIDE OF COLUMN • �
<br /> � � Z
<br /> SECTION THROUGH DISTRIBUTED > � o
<br /> 1 3 Q � �
<br /> END ANCHOR CONNECTIONS IN SLAB TENDON AT COLUMN z
<br /> NO SCALE NO SCALE � � —
<br /> ('� Q 2
<br /> 12" � Q
<br /> 16" MIN. STRAIGHT (APPROX.) �j
<br /> �
<br /> � �
<br /> 2 -#4 BACKUP w
<br /> BARS AT � � �
<br /> LIMIT OF DISTRIBUTED\ „ „ ►- � w
<br /> TENDONS ONLY - #4 x 48 AT 24 W
<br /> 2' - 0" TYP. TENDON BAND 2' - 0" TYP. OC TOP AND � �j
<br /> BOTTOM
<br /> �
<br /> 3" TYP. 4" MIN.* P-T SLAB
<br /> � P-T LAB _ _
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<br /> � 2 - #4 REBAR TOP � �
<br /> w AND BOTTOM C ADDED REBARS SEE NOTE iz (n
<br /> �' -- #4 HAIRPWS AT 8" OC AND HAIRPIN, SEE � � Z J
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<br /> � TENDONS ONLY SHEAR KEYS o � �
<br /> � P-T ANCHOR PER SPEC. z
<br /> �' NOTE: � Z W
<br /> o� 1. *Spacing between each group of four anchor devices. U W �
<br /> � NOTE: � �
<br /> �' 1. Slide/ place and seal corrosion protective sleeve over exposed strand �
<br /> � TYPICAL REINF. OF TENDON BAND AT afterstressing. o �
<br /> 3 SLAB EDGE OR AT INTERMEDIATE CONSTRUCTION JOINT WITH o � O
<br /> � STRESSING 4 INTERMEDIATE STRESSING 5 � � � °-
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=1Tc18
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