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GROMMETS AT <br />STRESSING END <br />ONLY <br />REINF PER PLAN AND SCHED <br />2" MIN T/2 l'-6" <br />TYP AT�DEDIRPIN @ RUN" ®� fl— � <br />a <br />C <br />A. REINFORCING AT BANDED RUN <br />TYPICAL <br />SCALE: 1" v V-0" <br />0 <br />zI �i <br />SCALE: NTS <br />OEM <br />ZIA' <br />(2) TOP BADS CONT <br />ZA <br />NOTE: <br />FOR NOTES AND DETAILS <br />NOT SPECIFICALLY CALLED <br />OUT REFER TO CASE W <br />B. j ,. E,11 <br />TOP REINF TO RE DISTRIBUTED <br />WITHIN THESE DIMENSION LINES, EA WAY <br />1.5H W 1.5H <br />a <br />0 <br />v <br />COL DIM <br />DISTRIBUTED <br />TENDONSSPACED <br />8x SLAB THICKNESS <br />OR .: OC MAX, <br />• NOTES AND DETAILS <br />NOT SPECIFICALLY CALLED <br />OUT REFER TO x x <br />SCALE: NTS <br />RECTANGULAR EDGE COLUMN <br />TYPICAL REINFORCING AT EXTERIORWALL <br />SCALE: NTS <br />OVER COLUMN N2. BANDED TENDONS RECEIVE PLACEMENT EACH DIRECTION. <br />PRIORITY. <br />3. STUD RAILS NOT SHOWN FOR CLARly. <br />SCALE: NTS <br />IIA III II II II Ila II <br />all I1 11 II II ZII II <br />a II II II ii� II- lI II <br />11 11 II �I1 II 11 I1 <br />1 1 I I I I I I I I i i I I Ll a <br />c 2" FROM rL OF <br />LAST STUD <br />C, STRIP PL 1/4 x 1 1/4 <br />TOP REINF TO RE DISTRIBUTED <br />WITHIN THESE DIMENSION LIMES, EA WAY <br />1.5H W <br />"nlN (2) TENDONS PARALLEL <br />'O UNSUPPORTED SLAB EDGE <br />'OP REINF PER PLAN <br />NOTE. <br />(2) STRANDS MINIMUM TO <br />PASS DIRECTLY OVER <br />COLUMN IN EACH DIRECTION. <br />T TIED TO <br />(TEND 6" <br />qCHOR <br />�_ i <br />NOTES; — <br />1. REFER TO PLANS FOR COLUMN ORIENTATION, SLAB EDGE LOCATION, <br />AND STUD RAIL CALLOUT. <br />2. STUD RAIL HEIGHT DETERMINED BASED ON SLAB THICKNESS. ADJUST <br />HEIGHT WHERE SLAB STEPS OR SLOPES. <br />3. STUD RAILS SHALL BE MANUFACTURED BY DECON OR APPROVED <br />EQUAL AND SHALL CONFORM TO ASTM A108, WITH A MINIMUM <br />YIELD STRENGTH OF Fy = SD KSI. <br />4. CONTRACTOR SHALL COORDINATE ALL CONFLICTS WITH OPENINGS, <br />TENDON PLACEMENT, AND ANCHORAGE WITH ENGINEER PRIOR TO <br />SLAB PLACEMENT. <br />S. AT MULTISTORY CONCRETE COLUMN LOCATIONS, STUD RAILS SHALL <br />BE PLACED BASED ON DIMENSIONS OF LOWER COLUMN. <br />6. IF STEEL COLUMNS ARE LOCATED ABOVE, PLACE STUD RAILS AT EDGE <br />OF BASE PLATE, UNO. <br />a <br />WI4/20 <br />) <br />I <br />f <br />I� <br />pDTR <br />DRAWN: <br />CHECK- <br />11 <br />JGG <br />JOB NO:� <br />III <br />— <br />/193 <br />LLj <br />uj <br />0 <br />LA <br />0 <br />7- <br />SHEET <br />z <br />I IT <br />SCALE: NTS <br />