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i <br /> rn _ <br /> N � Post Tension Slab Notes and Legend <br /> � I, ss.00 <br /> � 1 2 3 4 ' � 5 6. 1 7 8 Note: <br /> � ALL SECTION CUTS ' <br /> � � 3' 149'-0° ARE TYPICAL CONCRETE ELEVATION AND OTHER LEGENDS: <br /> j 'I _ ' STRESSING END 1 S7..01 rn <br /> w � <br /> 18'-6" � 28'-31/2" � 18'-3" � 17'-41l4" � 16'-903/4" � 30'-43/4". � 19'-3314" ON <br /> 5 U o <br /> -U j �_ � � TOP OF P.T.SI.AB ELEVATI z ao <br /> w� � �' DEADEND 41$7.01 i. _ rn <br /> � I i SOFFIT ELE . <br /> 1`OC XX <br /> ;. <br /> p � i � i � 17'-41/4° � � BOC XX � <br /> ai.-, <br /> � VATION <br /> � 3 4 �,... � ; , �. . .. ADDED TENDON ANCHOR � j , � LL � <br /> O , <br /> � I <br /> � <br /> I <br /> Y i � ; �� i ' � i 4 p � � � � 6.0 � TOP OF CONCRETE ELEVATION � � � � <br /> Q ' _ _ - � - � I ; � , i CB-X=CONCRETE BEAM TOC XX c � � <br /> 00 �-� d' � `r v' �v V ' `r - <br /> , ; , ` , , (REFER TO SCHEDULE) •��� o <br /> N , � ,, � � � � � -- . _ -- _ �,� � � N � <br /> � . � � <br /> � , o- e a _� --------- � <br /> z � �� - � - ° __ `�� CREFER TO 8/S6.01 W � � <br /> � / <br /> � � � <br /> , „ „ � „ � �� 4" INDICATES POUR STRIP = <br /> � <br /> o i 4�� � � � � 4�� 4�� , 4�� -� 4�� i 4 � � I I 4 I �� q 4�� 4 J HOLDOWN-SEE SCHEDULE ON S1 30 in ?�� <br /> ���� � N <br /> w � " j � � (4)BANDED TENDONS i ' 4�� J I I I I 4 ' i �. AND SHEARWALL AND HOLDOWN � � � � <br /> � , � a i � � � I i ,Z.� PLAN SX.XX-SH.OWN HALFTONE FOR +., �, � � <br /> Q � � � �V � ' I I I i i INDICATES OVERFRAMING U Y a� <br /> 6"CMU V11ALL � � � � REFERENCE ON THIS PLAN � �n�. <br /> ��o ( I I I _ I i - 1 (RE:PLAN FOR SPEC.) � � z N " <br /> � ', � i _ 4'-0"HT. � - �,.� c,� c,� i c� ++ o co 3 <br /> � 3 M i `'' W/6"METAL STUDS , o `'' � I ( I I � 6.0 <br /> z � , ABOVE ��'�, ' � ' I I � I I ' ; ' � �� <br /> 6.0 ' 128.7 � � o � <br /> g �"� a' I' w � 3'-9"SQ. � � � � � „ WALL INDICATIONS f� 1 1/4 DIST FROM SOFFIT TO CGS 1 <br /> a I � ' 12 C.I.P. LAB ~ <br /> 6"CMU WALL � i DROP CAP I I H i i � ) ANDED � RE:S2.0 a � U <br /> '� ! � TEN � CONC WALL VE <br /> i <br /> i S. a - - - <br /> FULL HT. 16 B DON ABO <br /> ���_ �� � I I � a � <br /> ' ,� � � �16)BANDED TENDONS I � � ' ti � i � � . - C - - ._ � � <br /> ; . co i � � �o � d'� CONC WALL BELOW <br /> Exterior-6"CMU G� � 14J5„* G `� 6 75" -� ' I �'� u 4 G� 75" G - <br /> ,�� 4„ . , � / 1.25" . � 3�� . - - 3" 6.75" 1.25" -- �- ---------J <br /> ' , , - H - - LIGHT FRM ABOVE <br /> _a � H o <br /> H } ,� _..... .. ; ._... . �.. _ <br /> �r r N <br /> a. .. . ...; ...... ... ......... . <br /> , q <br /> �- � � 2.75" 6.75" � SR-8A0 15 3 SR-8A0 � � �4 � � SR-8A0 6.75" ' 4" , ��- 4" L � � � . ��� N <br /> � � SR-8A0 i 11 -0' SR-8 ,2'-11" CONC BM BELOW CB-� � ,� ���1�� o <br /> � • 7.0 6.0 <br /> I � i 8 CMU WALLS �', i TO GRID 4 i i � i � �� ��� <br /> � � RE:S6.03,TYP. ' ' � � ,��' � � � � <br /> � i i ,� <br /> � I , 8"PT SLAB W/STUD RAILS � � 1. ALL CONCRETE FQR POST TENSIONED SLABS REFER TO STRUCTURAL NOTE.S SECTION 03204 ON SHEET 51.00 FOR fc PRIOR . yv� � � <br /> �' � �- SLOPE VARIES � i� � � ' � TO STRESSIN.G AND SECTION 03100 AT 28 DAYS. REFER TO STRUCTURAL NOTES 03201-03206 FOR ADDITIONAL INFORMATION. � o '.� . <br /> , � <br /> T 127.53 RE:AR CHITECT ' ! 127.53 � <br /> , i. 4. 2. TENDON ELEVATI�NS INDICATED ARE M E A S I l R E D F R O M B OTT OM OF SLAB TO C.G.S.OF 1/2"DIAMETER�'ENDON.NOTE: f�s. ? - <br /> ` ` ; � �� � - - - _ - - ED WITH AN A ( . 17 3/ ) RE MEA FROM BOTTOM OF DR SOFFIT TO C.G.S. � <br /> �.. .. IE * 4 A <br /> _ _ <br /> _ <br /> _ _ - <br /> TENDON ELEVATIONS MARK STERISK SURED OPPED �v�b � �� � <br /> - �� � � i � i � � �. � _. <br /> N � N ' N i i.. N � �, N. ti OF 1/2"DIAMET�R TENDON. <br /> I,S� <br /> ; � Q , <br /> � , r' ii � i `- � N 3. STRESS TENDONS ACCORDING TO STRUCTURAL NOTES SECTION 03201"03206 ON SHEET S1.00-DISTRIBUTED FIRST. <br /> i , , i i 4. REBAR PARALLEL TO BANDED TENDONS SHALL BE TOP BARS AT UPPER MAT. REBAR PERPENDICULAR TO BANDED TENDONS <br /> N I ' i 8'-0"SQUARE OPENIN�i � �E j SHALL BE TOP BARS AT LOWER MAT. <br /> � I E FOR TOWER CRANE i i _ c� ; � � 5. DASHED LINES INDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS o <br /> � o w <br /> N <br /> N LUMN ABOVE THIS LEVEL. <br /> o � A D CO <br /> i <br /> I <br /> � RE: 16/S7A2 i, i ; � � t- rn' rn a� rn o <br /> - � �� F R TYPICAL DETAILS. r- •- r- r-I c� <br /> III <br /> 6. REFER TO SHEETS S7.00-S7.02 0 Q <br /> � I , 3 3'-9".SQ. i. i STRESSING � c� 3-9 SQ. co <h rn � i <br /> � � BLOCK OUT � DROP CAP LAB OPENINGS RE' DETALS 5-8,11-131S7.01. � cv r- r- � o <br /> DROP CRP � � S <br /> � � � � � <br /> 4.0 , i, i � i � 16 BANDED ' 8. RE:SHEET S7.01 FOR CURVED TENDON CONflITIONS. � � � � `- <br /> ; /�� RE:5/S7:00. � � ) , o 0 0 �- o <br /> � � r- (16)BANDED � /� � 'ii i ^ TYPICAL � TENDONS =� 9. RE: 121 S7.02 .FOR PENETRATIONS AT COLUMNS. <br /> . � C' �j I „� �� 6.75" 3„ GZ o � � 10. RE: 91 S7.01 FOR OPENINGS AT TENDON AN�HQRAGE. <br /> G �o �i. .. G G <br /> � ,� � TENDONS � � � ' 4 � � i <br /> � 4° � ,r- 2.75" 6.75 � / I/ , 1.25" 14.75 / 3 � � . <br /> � �� ...».. ».. ...... ..... _ 1.25" 2.75" q.� � � <br /> G 4„ G � <br /> 127.53 15 3 SR-8A4 ' � � <br /> - �i� SR-8A0 SR-8A4 <br /> � SR 8A1 _ <br /> ... . ... ..... � �,� .,,,,,,,, <br /> ; ` ;-- 8"CMU WALLS 3 .� � SR-8A0 SR 8A0 � �.0 6.0 � �� ���� �a�� �C������ �, ' <br /> " ` RE:S6.03,TYP. "' ' � � i <br /> � 6.0 I N � � N TYPE NO.OF &o SPA STUDS LENGTH PENETRATION z �', <br /> 0 <br /> - --- - - - - - - -- � I o <br /> � <br /> --- - ----- ---- ---- - - � ___- -- --� . - v ' N RAILS Dia v� � � � <br /> II --- - ---- --- ---- ---= --- - N °p ' SR-8A0 10 1/2" 21/2�' ... 23/4° 10 2`-31/2�. ���� � W w �' � � <br /> , i N N Conc-8" . .. � � N o � - 9/2" 21/2" 2 3/4" 13 2'-11 1/2" 1-4" � � o cWn v - <br /> I j _ I� c.i `" r�---- - - - �= 2 1 X � SR-8A4 10 1/2" 2 1/2".... 2 3/4" 9 2`=0 1/2" 1-4" �i O �I �I <br /> a <br /> � 5 ��- - - ----- �.. � .... �� -.... � � .._. ��- �� O <br /> i <br /> _ <br /> , - - ----- <br /> � � I �� � rt �� W '� n n n i u u ~ F-' <br /> � , N , 6.0 N � � � ; , i ; , � � 6.0 6.0 , ; SR-8C1 8 112 2112 2314 11 2 -6 1-4 ! Z; � v � t- <br /> o i = ; � ' SIM. � w � i- - - - - - - - - - - - - - � � � 2 ° I SR-A2 15 1/2" � 2 1/2" 2 3/4" 15 3'-5" 1-4" ' -' � � <br /> _ � n- a � (4)DISTRIBUTED TENDONS @ 48"OC , � (4j DISTRIBU7ED TENDONS @ 48"OC � i D� � � �' � m m <br /> , _ p .. i i i _ 6.0 � � f-- �� �� <br /> � � w ( , (8)BANDED TENDONS ,� � ; O � z cn� v� <br /> � N `� ° �Conc-8" "' � ' i i = � G�` i ' G'� CB20 64* :� G � O w O w� w <br /> , <br /> " i � CB-10" 4„ ! 4�� 1.25,' 4,. � _ 4�- 4„- 2.75" 4,� v a c� � � <br /> ;,/-� 4 - - - - -- -- - - - - -- - -- - -__- - - - ' <br /> - - -- - - - - --- - -- - � - - - - - - - - - - - - F <br /> � , <br /> , F ---- - - - - -__ -- - - -- - - <br /> � - � _ � -- R 8A0 _ _ m o, w. <br /> � V' �' -� <br /> � � <br /> i <br /> � � � � � <br /> _ <br /> ' 16)BANDED TENDONS ; I SR 8A0 _' SR-8A0 � ,;� S ° <br /> Z Q U <br /> i � _ � � 125.22 � � �, � I , ( I ; � _ <br /> I 2 ' ti � a � (8)BANDED TENDONS _ (8)BANDED TENDONS C o <br /> � <br /> 6.0 �, � � I � � I i i i ;�,. �, a; _ �, � <br /> , G " 1.25° a 4" i � G� 2.75" `� - <br /> � ; I � a3= <br /> 4" � 2.75" � � � � � 'v. � I G'� � � G'� 4" � 1.25" � 6.75" 4�� � W o 0 <br /> �� H <br /> � - - - - - - - - _ / 6.75" 1.25" 6.75 � ' _ - - -- - - - - - - C °° � � a W NooNo <br /> � ° <br /> - �k-- - - - - �. - - � � , , . _a_ _ � � � � _ <br /> � � � � w = oo � <br /> ( - ------- -- - - - � o � o m <br /> � � <br /> 4 SR-A2 I L� ' 4" 4,� � SR 8A0 � SR-8A0 � 4" SR-8A0 � � . .. � � � w <br /> 1 E � 0 0za U w �- <br /> ( � _ <br /> ti . o 0 o t u <br /> � i D 9� o <br /> � ;; I � � w c> c n Y u� o.c� a o <br /> � �4.0 ;� ;, � i ! � ��/� <br /> � „ � - - - -�- - - � � i ' � � � � �� � <br /> , -- i i, -� - - - - = -�- - � , 3 <br /> i <br /> I ' . <br /> e <br /> � 4 <br /> � _ : i (4)DISTRIBUTED TENDONS @ 48"OC i i (4)DISTRIBUTED TENDONS @ 48"OC � 6�0 � (4)DISTRIBUTED TENDONS @ 48°OC <br /> (4)DISTRIBUTED TENDONS @ 48"OC <br /> I I I � ' i . <br /> � , I I � - ! � X <br /> I <br /> N �I . N i N � N li N I N , � � i N I N . <br /> I � � U <br /> � � <br /> ; ' _ E � � <br /> � 0O �,. A' . �..... � . �.... . '.... ' .. on I I ' � " . .,.a . . . " . <br /> N " COC1C' O ' 27.53 127.583 �� <br /> I <br /> i i� Conc- � <br /> � 125.22 ; ... � i i i i .. � <br /> I 3 � 124.90 I � „ SO � a � <br /> FFII� „ <br /> 0 I ' 6.07 ..... I�.... � TEP ' �, �� � 1 _ <br /> � (16)BANDED TENDONS � �// � � � � 6A7 <br /> ' � � ' � ' (16)BANDED TENDONS o <br /> � � � � a, �0 10 ' - - - - - - - � <br /> -�" --- ----- ----------�" ---------- - 1- -N - - - - - - - - -��.-`„ - - - - -��-- - - - - -rl.�. 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