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<br /> TENDON NOTES: �
<br /> � Cf-ILCKCD l3Y
<br /> 1. SEE S202 FOR TENDON LAYOUT PLAN AND NOTES. �
<br /> MILD-STEEL NOTES:
<br /> 2. BARS SHOWN ON THIS PLAN ARE IN ADDITION TO TYP REINF.
<br /> � PROJECT� f7�
<br /> 3. X-X-X DENQTES TOP REINFORCING OVER COLUMNS ALL BARS TO BE CENTERED ON COLUMNS AT INT SUPPORTS AND UPTO EDGF OF COL NEAR SLAB EDGE SEE S401 AND S402 FOR MORE INFO. \
<br /> � �--- LENGTH OF BARS, FEET SC"r ISS�IE Df�I E: �/�/2�
<br /> �—� SIZE OF BARS
<br /> - NUMBER OF BARS �
<br /> 4. FOR TYPICAL REINFORCING AROUND SLAB OPENINGS, SEE 3/S402 AND 10/S404. � �
<br /> 5. BOTTOM SPAN BARS MUST EXTEND 2'-6" BEYOND SPAN ON EITHER SIDE. ��
<br /> 6. SEE S401 TO S405 SHEETS FOR TYPICAL DE�AILS AND ADDITIONAL REINFORCEMENT AT SPECIFIC LOCATIONS IN ADDITION TO REINFORCEMENT SHOWN ON PLAN. � SI-IEE-[�-fl�LC �
<br /> MISCELLANEOUS NOTES: �
<br /> �
<br /> 7. SEE S202 FOR ADDITIONAL NOTES. ��� �� ;�ri
<br /> >..0�
<br /> 6'-0" O �TL PL�►�V
<br /> 8. �5 3'-0"�AT 12" OC (T) DOWELS ARE REQUIRED AT ALL TO PT SLAB�CONC BEAM SECTIONS UNO ON WALL ELEVATIONS SHEETS. � _
<br /> 9. SEE S403 SHEET FOR WALL DOWEL DETAILS. SHEE-C� ,
<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-engineers.com �
<br /> �
<br /> �
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