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J <br />Q <br />H <br />w <br />w <br />w <br />U <br />z <br />O <br />U <br />1 <br />r� <br />A <br />1 <br />m <br />0 <br />J <br />m <br />1 <br />w <br />w <br />z <br />w <br />O <br />U <br />Z) <br />0 <br />Li <br />Q <br />z <br />w <br />J_ <br />LL <br />PASS PARALLEL BARS <br />WITHIN PLANE OF <br />BANDED TENDONS <br />AND PERP. <br />BARS BELOW <br />BANDED TENDONS <br />0" <br />COL TYP MILD REINF <br />STAGGER, EA WAY <br />COLUMN ABOVE <br />WHERE OCCURS <br />PROVIDE HIGH POINT CHAIRS <br />EA SIDE OF COLUMN <br />I BANDED TENDONS <br />I <br />MILD REINF <br />TO BE EQUALLY DISTRIBUTED <br />W/IN THE DIM LINES <br />EA WAY OVER COLUMNS <br />z_ <br />TOP MILD REINF <br />DISTRIBUTED DISTRIBUTED <br />TENDONS = TENDONS = <br />SPACED z "' <br />0 L. — , E <br />PER PLAN <br />N� <br />12" <br />MILD REINF <br />TO BE EQUALLY DISTRIBUTED <br />W/IN THE DIM LINES <br />EA WAY OVER COLUMNS <br />DISTRIBUTED <br />TENDONS <br />SPACED PER PLAN <br />4' z <br />dLLJ <br />°. '9 • G' .4 'a• ,' ° c d e d ~ � �i - - - - - - - - �i PLACE ANCHORS <br />UPRIGHT AND SPACE <br />BANDED TENDONS 1 AT 4" O.C. <br />4 PER BUNDLE MAX 6 TYP <br />BANDED TENDONS PROFILE TYP BANDED TENDONS <br />HEIGHT CONTROLS TOP MILD REINF (4) PER BUNDLE MAX SLAB EDGE <br />VERSUS DISTRIBUTED TOP MILD REINF TYP <br />TENDONS AT CONFLICT 12" MAX SPACING 12" MAX SPACING MAX CURVATURE <br />2'-0" <br />MAX TYP LEGEND TYP LW LEGEND <br />NOTE: 2 TENDONS MIN TO PASS T = SLAB THICKNESS NOTE: 2 TENDONS MIN TO PASS T = SLAB THICKNESS <br />DIRECTLY OVER COLUMN W = COL WIDTH DIRECTLY OVER COLUMN W = COL WIDTH <br />IN EA DIRECTION H = COL CAP DEPTH + T IN EA DIRECTION, TYP H = T + W <br />TENDON LAYOUT DETAIL TENDON LAYOUT DETAIL TENDON LAYOUT DETAIL <br />S9 SCALE 3/4" = 1'-0" <br />HIGH POINT SEE PLAN <br />CONTROL POINTS AS TERMINATED TENDONS <br />SHOWN ON PLAN STAGGER AT 12" <br />AT BANDS <br />(ANCHOR AT NA) <br />STRESSING — TYP U.N.O. <br />END <br />NA <br />d d <br />d <br />a <br />d ' <br />d <br />c' <br />SPAN/4 <br />a TYP <br />L1/2 <br />L1/2 <br />L2/2 <br />L2/2 <br />L3/2 <br />L3/2 <br />L1 <br />L2 <br />L3 <br />EXTERIOR SPAN <br />INTERIOR SPAN <br />EXTERIOR SPAN <br />WITH STRESSING WITH STRESSING <br />NOTES: 1) TENDON CGS SHOWN ON PLAN IS <br />DISTANCE FROM BOTTOM OF SLAB <br />2) a = 0.1 L . <br />3) FOR UNIFORM SLAB NA IS AT <br />MID -DEPTH <br />PARABOLIC TENDON PROFILE <br />MAX CURVATURE 3'-0" MIN STRAIGHT <br />FOR NO ADDITIONAL 12" <br />REINF MI <br />6 <br />1 <br />REQ'D WHERE CURVATURE <br />EXCEEDS 1:6 RATIO <br />CGS <br />SCALE 3/4" = 1'-0" <br />TENDON LAYOUT AT OPENING <br />PERIMETER BAR-1 <br />T/B, MATCH TYP 3" TYP <br />BTM REINF BAR <br />PERIMETER BA <br />T/B, MATCH TY <br />BTM REINF BA <br />SCALE 3/4" = 1'-0" <br />3'-0" <br />0 <br />I <br />6'-0" DIAGONAL BAR T/B <br />MATCH PERIMETER BAR <br />L <br />RE—ENTRANT CORNER <br />ORNER BAR: T/B <br />1ATCH PERIMETER BAR <br />EXTERIOR CORNER <br />TYP. CORNER REINF DETAIL <br />SCALE 3/4" = 1'-0" <br />S9 SCALE 3/4" = 1'-0" <br />STRESSING END <br />PER DTL 8 AT DISTRIBUTED TENDONS <br />AND DTL 10 AT BANDED TENDONS <br />POST -TENSIONED TENDON <br />2" (MIN) 12" MAX GROMMETS AT <br />6" (MAX) STRESSING END <br />ONLY <br />SHEATHING <br />REMOVAL <br />I \ <br />• d <br />N a c d N <br />Q <br />�CL z z —CL <br />d N <br />CL <br />LLJ <br />3" TYP VSL-S5N ANCHOR 1/°° -11 <br />OR EQUAL <br />VSL-S5N SUPPORT BARS <br />ANCHOR (2)#4 CONT BACK UP BARS #4 AT 48" O.C. MAX <br />OR EQUAL AT DISTRIBUTED TENDONS <br />DEAD END REFER TO 10/S14 AT STRESSING END <br />BANDED TENDONS <br />TYP TENDON ANCHORAGE DETAIL <br />EDGE OF OPENING <br />WHERE IT OCCURS <br />OPENING OR CENTER <br />OF TENDON TURN <br />d <br />A <br />d d <br />d <br />a <br />d <br />d <br />G <br />.a <br />. <br />A <br />SCALE 3/4" = 1'-0" <br />T SLAB <br />PT TENDON 6" CLR <br />SEE PLAN #4 HAIRPIN PLACED RADIALLY <br />TO HOLD TENDONS IN PLANE <br />TENDON OF SLAB 3" AT 12" O.C. <br />24" <br />HAIRPIN REQ'D <br />HAIRPIN WHERE CURVATURE <br />SECTION A -A EXCEEDS 1:6 <br />HAIRPIN REINFORCING DETAIL <br />S9 SCALE 3/4" = 1'-0" <br />2ND 11ST <br />POUR POUR KEY NOT NEEDED AT <br />TENDON ANCHORAGE <br />ALTERNATE TENDON <br />ANCHORAGE PER 19/S11 LIVE END TENDON <br />PER 7/S11 SLAB <br />•. LL . . . . - . . - <br />d <br />a••a' .. .. .° �' <br />• .a d .'°' a• C <br />DEAD END TENDON----'- <br />ENDON I�CONSTRUCTION <br />PER 7/S11 JOINT <br />CONSTRUCTION JOINT AT TENDONS <br />2x6 KEY MATCH TYP SLAB <br />a'-n" i Ap REINF AND SPACING <br />SLAB <br />TOP AND BTM REINF. CONSTRUCTION <br />EA SIDE OF JOINT JOINT <br />TYP. CONSTRUCTION JOINT <br />CONSTRUCTION JOINT DETAIL <br />SCALE 3/4" = 1'-0" <br />T <br />1 <br />SCALE 3/4" = 1'-0" <br />4 OR MORE TENDONS <br />PER BUNDLE ARE TO <br />BE DETAILED AS BANDED <br />TENDONS <br />ANCHOR CASTING <br />#4 T/B <br />BACKUP BARS NAIL TO FORM <br />TIED TO ANCHOR GROMMET <br />1" MAX <br />SHEATHING 16" MIN <br />REMOVAL <br />\ �2, <br />- - - - - NA <br />STRESSING <br />TAIL <br />TENDON LAYOUT DETAIL <br />%" 0 STUDRAIL <br />TOTAL EQUAL TO NUMBER <br />OF ANCHORS PLUS 1 <br />AT 4" GA. <br />REFER TO TYP DETAIL 1" MAX <br />FOR REQUIREMENTS HEATHING <br />MOVAL <br />GREASED AND <br />PLASTIC WRAPPED <br />STRAND <br />PT TENDON <br />-GREASED ANDCHAIR CLR CHAIR FORM <br />PLASTIC WRAPPED <br />STRAND <br />DISTRIBUTED STRESSING END DETAIL <br />SUPPORTED OPENING <br />SCALE 3/4" = 1'-0" <br />6„ <br />rYP <br />S-0" T/B <br />J'ONALS <br />SCALE 3/4" = 1'-0" <br />ANCHOR CASTING SIMILAR AT <br />NAIL TO FORM DEAD END <br />GROMMET <br />U m <br />(2) #4 EXTEND 9" <br />BEYOND LAST ANCHOR <br />PREFERRED <br />(IN <br />NA <br />STRESSING <br />TAIL <br />ORM <br />I TED <br />9„ <br />9j#3 HAIRPIN <br />TOTAL EQUAL TO NUMBER <br />OF ANCHORS PLUS 1 <br />1" MAX <br />SHEATHING <br />REMOVAL <br />GREASED AND <br />PLASTIC WRAPPED <br />STRAND <br />PT TENDON - - - - <br />(2)#4 T/B AT 6" O.C. <br />EXTENDED 9" <br />BEYOND LAST ANCHOR <br />EA END <br />BANDED TENDON ANCHORAGE DETAIL <br />IMI <br />3" CL <br />T/B <br />REINF FOR OPENINGS IN SLAB 12"-24" <br />'B, TYP <br />ROUND N 0 TES: <br />1L/\,LPT OVER WALLS) 1. SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM BARS. <br />STANDARD OPENING 2. SINGLE OPENINGS SPACED LESS THAN 12" APART TO BE REINFORCED <br />AS INDICATED ABOVE/AROUND EA OPENING. <br />3. FOR OPENINGS OF LARGER DIMENSION AND MULTIPLE OPENINGS, <br />REFER TO DTL 11, 12 AND 13. <br />LARGE OPENING REINF DETAIL 14 SMALL OPENING REINF DETAIL <br />SCALE 3/4" = 1'-0" <br />�2ND 1 1ST�I 1ST <br />POUR POUR <br />#5T/B CONT <br />POST TENSIONED 2" MIN STRESSTING END <br />TENDON 2x6 KEYED JOINT 8" MAX SIM TO X/SX <br />DRAPE PER PLAN AT COLD JOINT <br />n <br />— cl- • <br />Q <br />REINF PER PLAN STRESSING END ANCHOR <br />PER X/SX <br />INTERMEDIATE COUPLING <br />SYSTEM <br />AL T. INTERMEDIATE STRESSING DETAIL <br />SCALE 3/4" = 1'-0" <br />2'-0" <br />3"C <br />#4 HAIRPIN PLACED RADIALLY <br />TO HOLD TENDONS IN PLANE <br />OF SLAB AT 12" O.C. <br />BALANCE PER 12/S13 <br />T/B <br />SCALE 3/4" = 1'-0" <br />SECOND TO OUTER TENDON <br />CENTERED ON COLUMN <br />_T <br />0.c <br />SEUUIVU IU UUILI\ ILIVUUIV <br />CENTERED ON COLUMN <br />B EDGE <br />'OIDS, <br />)UIT, DUCTS <br />ENETRATIONS <br />WED WITHIN <br />AREA <br />USED <br />-AD END <br />OR <br />ANCHOR CASTING SIMILAR AT <br />NAIL TO FORM DEAD END <br />GROMMET <br />16" MIN <br />NA <br />T <br />ALTERNATE <br />'STRESSING <br />TAIL <br />ORM <br />SCALE 3/4" = 1'-0" <br />0 MAX. OPENING <br />AN 2D OF EDGE OF COLUMN, <br />SOP CAP, OR STUDRAILS. <br />STIRRUP <br />a ' a d ` ° #4 STIRRUP <br />> c n a <br />d G d, d a <br />d SECTION <br />IN <br />d <br />� U � <br />#4x2'-O" <br />T/B <br />]:5:: SMALL OPENING REINF DETAIL <br />TENDON SWEEP DETAIL <br />SCALE 3/4" = 1'-0" <br />SCALE 1/2" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />�V1 C. SCI� <br />OF WAS/y/ <br />,P 37334 t� <br />'URAL <br />S/ <br />STAMP <br />Z <br />o <br />= <br />@ <br />a � <br />LU <br />�D <br />v <br />W <br />�; <br />z <br />o <br />mco <br />a <br />o <br />� <br />o <br />vi <br />111 <br />N <br />Foo <br />(Az <br />c <br />L <br />w <br />d <br />c <br />0 <br />d <br />U <br />W <br />2 <br />a <br />w <br />M <br />z <br />O <br />W <br />W <br />Z) <br />U3 <br />0 <br />LL <br />*+ <br />0 <br />W <br />0 <br />= <br />Z <br />W <br />A+ <br />Z <br />W <br />o <br />42Z <br />=W <br />< E <br />r¢ <br />F- <br />Mcj <br />m <br />CL <br />EZ <br />8- <br />150 <br />oz <br />LL� <br />Q�M <br />o <br />y <br />�� <br />m <br />�co <br />L <br />OQ <br />oZ <br />om <br />li 0 <br />w � <br />N <br />wp <br />Cq <br />Q <br />Lo <br />O W <br />Z <br />a <br />W <br />a <br />O <br />_ <br />U) <br />U 0 <br />J J a)5 <br />we <br />w <br />a ¢ <br />�W <br />Q <br />wUZ = <br />c~i <br />w <br />z o m <br />Nw <br />LL <br />cn <br />O li m <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />CONCRETE <br />DETAILS <br />�J <br />