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i <br /> s"ff���t[': <br /> � • <br /> ��AVID S � <br /> �� �oF w�s�,j��� <br /> c\,Q'� � G�o tJ� , <br /> � � <br /> i <br /> ,p s 33253 y ,4 <br /> �o TRucT��' � <br /> GONCRETE WALL SC�IEDULE (F'c��OOO PSI, ��`SSI�NAL ��'1� <br /> WALL MARK LEVELS THICKNESS WALL REINFORCEMENT ['RQJECr : <br /> REMARKS E�F FACILITI�,S � <br /> OUTER FACE INSIDE FACE AT CENTER <br /> ., VERT BARS �5 AT 12" OC �5 AT 12" OC - �X RE�f�1IL . <br /> GROUND FLOOR HORIZ BARS �5 AT 12" OC #5 AT 12° OC - R <br /> W, T� ,2�� 1 `-E <br /> FIRST FLOOR FTG DOWELS �6 AT 6" OC - - �� <br /> ADD VERT AT SLAB - - - 6�0'k EVERGEZEEN WAY <br /> VERT BARS #5 AT 12" OC �5 AT 12" OC - EVERETT, WA 98203 <br /> GROUND FLOOR HORIZ BARS �5 AT 12" OC #5 AT 12" OC - <br /> W2 TO 12" <br /> FIRST FLOOR F7G DOWELS #6 AT 6" OC - - �1 �T <br /> ADD VERT AT SLAB - - - � � �A��l �I �X ' <br /> � � <br /> VERT BARS #6 AT 12" OC �6 AT 12" OC - A��������,� . <br /> GROUND FLOOR HORIZ BARS #5 AT 12" OC �5 AT 12" OC - <br /> w3 To ,2 ARCHITECTS, INC. <br /> FTG DOWELS 6 AT 6" OC <br /> FIRST FLOOR � - - � <br /> � 2000 - 116TH AVENUE NE � <br /> ADD VERT AT SLAB - - - <br /> � su1TE � <br /> VERT BARS #5 AT 12 OC �5 AT 12 OC - <br /> �� �� BELLEVCI�E, WA 9800� <br /> GROUND FLOOR HORIZ BARS #5 AT 12" OC #5 AT 12" OC — <br /> � W4 TO 12" �k25.637.0831 <br /> FIRST FLOOR F7G DOWELS #6 AT 6" OC — — <br /> � FA�C.637.1878 , <br /> ADD VERT AT SLAB - - - <br /> � VERT BARS �5 AT 12" OC �5 AT 12" OC - NOTE: <br /> 1. ARt�°IIlEC1URAl. �INlNGS �E <br /> GROUND FLOOR HORIZ BARS #5 AT 12" OC #5 AT 12" OC - � 1HE RRIME COAITRACT 1�NG.S. , <br /> W5 TO 12" <br /> \ E�I�pI�.U�iS"1RIJCTU <br /> FIRST FLOOR FTG DOWELS �6 AT 6" OC - - <br /> ELECTRIC�, AWD FlRE <br /> ADD VERT AT SLAB — — — PROTECTION� �°Id�L �E U� IN <br /> VERT BARS �4 AT 12° OC �4 AT 12" OC — CO�+�NC110AI 1�1H ARC�lIIECiU� <br /> DR,�YMN�. �}4E t�F1E�AL <br /> C�RiTRAC°f�R �°IALL FY �V� <br /> GROUND FLOOR HORIZ BARS �4 AT 12" OC �4 AT 12" OC NAlE DIMEN�OiVS A6ui0P1G <br /> � ���,��c��s, , <br /> W6 TO 8 �G DOWELS 6 AT 6° OC - - 2 �� <br /> FIRST FLOOR � � <br /> ADD VERT AT SLAB - - - �� REPORTED TOS 1HE ARCHI�CY F�t <br /> VERT BARS #5 AT 12" OC #5 AT 12" OC - �pN pl�� Tp pR FiG <br /> GROUND FLOOR HORIZ BARS �5 AT 12" OC �5 AT 12" OC - <br /> W7 TO 12 �11� WORK �t FI�CA`�ORI � <br /> 1HE I�I(S) IN QUES110�J. <br /> 2 NOT A FULL �� URRAiM�G UNL�SS <br /> FTG DOWELS 6 AT 6" OC � PRIIdTED Otd 24� x 36' �9 . iF <br /> FIRST FLOOR — — <br /> ADD VERT AT SLAB — — — 1}IIS �IEE'f IS NOT 24� x �' <br /> TH�+I !T !S NOT TO <br /> NOTES: - <br /> 1. SEE 5201 FOR EXTENTS AND LAYOUT OF SHEARWALL � �� <br /> 2. SEE 5302 FOR TYPICAL WALL REINFORCEMENT DEfAIL <br /> � � <br /> � fZ�v[��o���: u,�r� <br /> � � _ � <br /> 1 � <br /> � CITY UPDATES 10 13 17 <br /> � -� <br /> � <br /> � <br /> � <br /> � <br /> � <br /> DRAWN BY <br /> CHECKED BY <br /> \ <br /> � � <br /> PfZOJECT# �� � � <br /> SET 1SSllE DA�CE: �/�/�17' <br /> � <br /> � <br /> SHEET TITLE <br /> � ��� 3� ���� <br /> �CHEDUL � <br /> � � � � sFt�E-r� <br /> PSM CONSULTING ENGINEERS, INC. � <br /> 2200 SIXTH AVENUE, SUITE 601 � <br /> SEATTLE, WA 981 21 <br /> P: 206.622.4580 F:206.622.0422 `� <br /> www.psm-zr�gine.ers.com <br /> � <br /> � <br />