|
e .
<br /> 6" MAX 6" MAX 6" MAX �� SC�1��1[': °
<br /> rM ��AVID � �
<br /> , � o� w���1��'�
<br /> �,��� � `���� �
<br /> PRESTRESSED
<br /> � .,k �
<br /> PROV]DE ONE FIAIRP[N TENDONS '
<br /> 3" OUTS[DE OF LAST �, s 33253 �
<br /> 4 HAIRP[NS �'o �'�UC`i'��' �'
<br /> TENDON IN GRQUP � ��`���oNAL ��1�'
<br /> ['FZOjEC[-: .
<br /> (2) #5 CONT
<br /> ��� ����������
<br /> �\ ������L
<br /> �
<br /> ' EQ EQ EQ EQ SLAB EDGE � V ��LT 1
<br /> �N �I) �11 �ti �iI
<br /> .; ���� EVE��GR C.�,I� ��Vt�l` �
<br /> P�tN DETAIL � � � Evr��.����-r, ��v�1 ����3 �
<br /> X .
<br />' �y» ��� {2) �4 C4NT BACKUP BARS �i� �,,, �-� /� �i ��
<br /> PER PLAN, LAP 2'-£„ AND 1„ \ ��.��1 1� �1 �..�t...
<br /> PT TENDON STRAIGHT TENDONS FOR THfS �ENGTN
<br /> STAGGER 1 1�������1 �����
<br /> � :�""`"�' z POCKET L�FT FROM P�ASTIC GROMMET
<br /> 1'-6» 2'_0" M[N �
<br /> ° ,,,,;�;,",, ,.;_,�,,,,,�;;.,,,,,, ,,, � • CONTRACTOR SHA�� USE DIAGONAL CUT „ ��_� n
<br /> • c� ,,,,,, ,,,",,, ,,,,,,,,,, „ ,, ,a LONG GROMMETS WHERE SLAB EDGES � {2) �4 CONT AT ANCHOR #4 1'-6" � POST TENSIONED 5 TEND�NS {MAX) � f�FZ_C.N�^I �C. ��, ����,.
<br /> c� PER BUND�E
<br /> -w`� s n �_�, ARE NOT PERPENDICULAR TQ PT �ABLE RUN EXTEND MIN t}F 2'-0" PT TENDON (1} EITHER SIDE 1" TENDONS 200() - [�GTI-[ t�V�.NI.IE. 1'�ll�
<br /> �.. � EACH SIDE 4F ANCHOR OF TE�iE�ON ,
<br /> � `�CI(�CE �F
<br /> �'-0" ��-�t� c� � POCKE� �EFT FROM � �- E3E.L��E�L[�, �Vl� 98Q0="1-
<br /> � 1 _6 `� e � + PZASTIC GRQM�lET � 3" C�R �MIN)� � � ~
<br /> , „
<br />� TENDON ANCNOR �4 NAfRP(NS AT �" OC MAX �� ��- ,,,,, ,,, ,,,,,,,,��,,;�:r,,,,,,,,,,,,, � ,� ,,,; ,;,,,,,,,,,-,,,�„«,,,,, ,,,., �,�, � ,� {2) �5 AT M[D-DEPTN �(��.�a7.Q�31
<br /> Wf {2} �4 TOP AND 80T ��_�s� � � �``� OF S�AB x �'-0" F.r1X.637.1�78
<br /> EXTEND f'-6" BEYONO �AST j� �
<br /> {1} #5 TOP AND BOT 0 Nt?TE:
<br /> NAfRP1N {TYP AT SANDS� TENDON ANCMOR ALL 4 SIDES. (�XTEND ;�� �
<br /> FIXE� END ANGN�RA�E STRES�IN� A�I�FIORAGE F��ED END ANCHORAGE STR�S�ING AN�N�RA�E �'-��� P,�sT oPNc� ,� , ,. ��`� caH�c� c�.
<br /> / �� �E��C1� p�1 ���?U�,
<br />� AF�TER STRESSING: (AT SIRESSING ENDS� AFTER STRESSiNG: (AT STRESSING ENDS) � I�C'�RiC.�I, FIRE
<br /> 1. BURN OF TENQON TAfL 1" BEYOND END OF ANC}�{OR 1. BURN OF TENDON TAIL 1" BEYOND ENO OF ANCNOR �����' ��' � � ��
<br /> C�EAN ALL St1REACES. CLEAN ALL S�IRFACES. Wlll�i I'i�CTt!
<br /> t!F!A 'tl�� ER�t�
<br /> 2. WATERPROOF POCKE�' AREA BY APP�YI�IG EPDXY 2, WATERPR�OF POCKET AREA BY APP�YING EPDXY M(LD STEEL REINFORCENG MILD REINFORCING �NaRACT�7R �AlJ� 1�RlFY
<br /> TO ANCNOR, TENOON TAI� AND EN�IftE BLOCKOtJT TO ANCHOR, TENDON TAI� AND ENTIRE BLOCKOUT OIAGONAL BARS Y�' NATE I�EFISIOPIS G �
<br /> 3. S0�[D GROUT P�CKE�I' Wf N0�-SHRINK> 3, S0�(D GROl1T POCKE� W/ NON-SNRINK, A� DR�WIPI�S. �Y
<br /> NON-CI�LORIDE GR�UT. NON-CNLORIDE GROUT. ONG SIaE OR alAMETER [N ANqE�a,, Ct�i CTIOiVS�
<br /> {�'t O�AIS��INS S'�f� �
<br /> °lED T� 7HE IiECT F�
<br /> ,�T��+i PRIfDR TO PR �dG
<br /> 1MTH OR F CAi1t�0 �
<br /> TYPI��� �ANDED PT ANCH�RS A� S�A� EDGE TYPI�AL DISTRI�I�T�D PT AN�HQRS AT SLA� ED�E TYPICAL REIN� AT SLA� O�ENINGS � , ��� ,� �„��,.
<br /> SCA�.E; 3 f 4" = 1'-0„ � �CALE: 3 f�-" = 1'_�t' � SCALE: 3 f 4„ - 1,_0„ � 2. �OT � F�l.L p DRA�MNG �
<br /> �N2� x3� . �'
<br /> °�°i!S iS #�fl� 24' � 36�
<br /> IT IS A�O7 i� �C �
<br /> . � ..
<br /> � �
<br /> �
<br /> «�:�����ti,: c�r��c
<br /> � � � ,
<br /> � �
<br /> � CITY IJPDATES 10 13 17
<br /> � ,
<br /> N. _�
<br /> :,�
<br /> ��.�
<br /> � C�}€Z.r\WN 13Y �
<br /> ��� U��� � �V�� ���� � �.;. C:f-ICCK�€� f31' .
<br /> � f L\
<br /> r��z�j�c�r� �-�
<br /> ,
<br /> � �� ���� �.�s�iE c����r�: �It�l�
<br /> � s�-l���r-rl-r�,� �
<br /> � !�'T �O�a� ��,�
<br /> � ,r�l .
<br /> �� ,�-�t=�.-t �
<br /> PSM CC.�NSULTI�J� ENGINEER�, IN�.
<br /> �2C10 SIXTN A�JENUE, SUIT� E�O1 �.,
<br /> SEATTLE. WA 981 �1
<br /> P: �Q6,��2.458C} F.206.b2�.t��22
<br /> www.psm-engineers.com
<br />
|