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HomeMy WebLinkAboutTemp00090 _ . . __ . __ . . _ _ _ _ _ __ . _ _ � � ` _ ;' w < : ;: . , » » ,: . ___.,.,.., , . - w ,: , ,.. . ,< -TENS ONED BEAM 5PT-1 ST SCH P OST I RESSING EDULE z - _ _ _ � z ; 12 > 3 13. 1 - w , i FORCE ° PROFILE C.G.S. ; , , ,� ; , . , _ __ ,_ ,� _ _ STRESSING _ „_ w - : - _ _ , 28 0 21 11 REMARKS ` I _ , STA , : GES . - ' � ; , W ST , ,; , F1 F2 E END CENTER EAST END , - , „ ,: , , :. � , , ,� � 16 -3 - 5 8 o , ,. » »` » , . SIAGE 1 567K 567K STRESS BEAM WHEN .CONCRETE REACH , , 39 4 39 ,- _ _ , z STRENGTH ED BEL V , h w , ;: ; ;:_ � SHORING AFTER S SSING BEAM , z ' , ) o : > ; . . < ; c� , ' < » » » - : STAGE 2 8K S ` , ' I . ` , � 378K 37 33 4 33 STRE S BEAM AFfER 6TH & 7TH - 1. Lo G L A .Z f . _. f-�# � R L � z _., _ _ , , ,, , ». _ ,� , FLOORS ARE CONSTRUCTED : , ': T E T. S ... _. R C H 1 _ C. 24 A _ � , _ _ , _, _ — ;9 5 `A T ET PA1: ',A O :CA`9 01- O ..' 2 AL S E O T R3 24 5 � M R I�, . TEL�.G50-i617-0366 : AX: $50-617=0378,:... . F � �f _ _. .. � » . � ;:. A _ ADD #4@6 1 n r.; ,... STAGE 3 324K" 324K STRESS _ ; 27 4 ' 27 BEAM AFTER 8TH & 9TH W . CARRIED COLUMN _ - BTWN. TENDONS � �� FLOORS ARE CONSTRUCTED � SEE PLAN TYP EACH END F- I I ( ) � � � � 0 z . _ . I ( NOTES. - f- � � , - 9#9T CONT. _ , ` _ _ � , , � ' 1. TOTAL POST TENSIONING FORCE - 2538 KI S � I I P ( NISHKIAN o . 2. CONCRETE STRENGTH. �,__, . .,:, � , : .�. � , , : . � �� _ � . s; . .� _ ; � � � � ��� � - I � A. f c 5 000 PSI AT 28 DAYS o � � , I , — : < CONSULTING AND STRUCTURAL f �.c. . . . . . . . . . . . . . . . . . . . . �__�__ _� . . . . . . . . . . . . . . . U .. � . . . . . . .. . . . . . . . . . . .. . . . . . . ... .����� ��y �...� . . . � . . . .. . . . . , B. f ci 3 750 PS1 AT TRANSFER , E ER IN 1 C/) _ NGINE S S CE 919 f— _ _ _ _ ._� - COLUMN DOWELS o �_--- ' -- .` � � .... � ��������y . . 1I . . ... I � �.I � . . . . . I �: . . . � . � � . . . . '� . . . � . .. � . � . . � .. . . � � � � . . . . � . .... .. . .. . . . -���� � . �. 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JOB N0. 7083 ; � J ..�-'�'� (n 9#9T CONT. �- - = - - �---�. - Q _ �, , - � LEVE 05 � � - , , - - 0 18#10 CONT. w COLU 5PT-3 5PT-2 CO UMN m BE ;OND L Y BEYOND . , ������ SEE AN � � � � SEE PLAN . � �- . � . � . i o . i , . i � I i 0 � R I � 0 E 1 W � 0 Q ... / I � . . � . . / . d' z _. . / . _ . . �' ' / � , _ _ . . , / � , _ 0..:.�`� . pL / "- '- - - _ . I . / �11 S _ . � U �r.,' � . . W . . �- . _ .� ° "'T _' / � O � _ / . � �. . / Q N < . . , / ' F�- � _'! _ � / � . , . .� (n _ v , � ,' �e� _ . _ . � . . . . �. .�...:��. . . . .d .. � ... ....� . . . . >. ... .. . .. .. .• . :.. . � �: � �:' ..:.�.�' ..•... . � �....• .�� '^� . ...�.. ...� .. .. ...... .:m! . I � . • '.. .....:• .��� '. �.... V ..�.. .� . � 2#7 EF. �, .w ,: . . �� >- co . 2T781 . � � , � I c.� , �� ,� . i . , � � � Q ,., , i . . � . c�cn ,.., ,� � iv_� i �. .. .� CONT. �, .�.� o . . _ 8 ti . �i� � .. .�►.., .. ., .., � . _ . � . ��.��..xi 4 � , _ --�.-�_.�-: �� _ . i m��, � F .� . d- � . . �_ �` .. .. � . . , �,� . d' O / � w / �' � I / �� 1 � 0 E I . N I AL . � I � J � I � 1 ♦ 1 ♦ \ ♦ \ � � �� ' ¢ \\\ I cn . _ _ : _ » » » ,� »' _ » » �, ' » � „ 4 STIRRUP SPC GS. � w # 2 @6 2 2 @16 �6 @4 2 2 @6 2 � _ � . �- ; �-1 : , o . z n - Q = - � � _ , w � w z _ ' 18#10 CONT. - c� z w _ w E . E . » Q Q _ » � TON ELEVA I #4 STIRRUPS 48 WI P , „ DE x 54 DEE � - 0 SEE ELEVATION 4 0 . ' » �f � — 'FOR SPCGS. i � PT TRANSFER BEAM 5PT 1 ,, „ � 29 „ , ;, _ _ _ :SECTION A o _ T A LEVEL 05 1/2 1 0 , � ( ) » , „ 0 3/4 >= 1 ,-0 ` w _ ' : cr� ; » ' » - P:OST-TENSJONED BEAM 3PT-1 STRESSING SCHEDULE ' J m � r � A5 A2 FORCE P 0 C.G.S. z , „ ', R FILE � , _ , STRESSING � . - 31_ 11 3 0 REMARKS o � STAGES NORTH, ,� , „ , „ F1 `` F2 :SOUTH `END CENTER END z - , _ 1 1 - , y 22 _ 6 y 2 8 3 Q 2 J ,� �, » STAGE 1 270K 270K STRESS BEAM WHEN CONC Q 30 4 :30 RETE REACH z _ _ STRENGTH D BEL V c� ,, - � SHORING AFTER :S SSI NG BEAM ` � ) � o � , , „ ,, ;, w 270K S ' STAGE 2 270K TRESS $EAM AFTER 4TH & 5TH _ 24 4 ` 24 � ' FLOORS ARE CONSTRUCTED ` ,„ ,, w 24 �-- � � _ CARRIED COLUMN „ ,, ,, , �� � ` A � STAGE 3 270K 270K ` STRESS >BEAM AFTER 6TH 7TH & '8TH 18 18 � _ ADD #4�6 , 4 , z SEE PLAN - BTWN. ::TENDONS FLOORS ARE CONSTRUCTED ' 0 c� � TYP. EACH END z II II ( ) _ � W � I NOTES. (� �� � , . , , �,_, I I 7#9T CONT. 1. TOTAL POST-TENSIONING FORCE =` 1350 KIPS � _ � � � . O c� 2.. CONCRETE STRENGTH. 0 p I � � ` z - A. f c = 5 000 PSI AT 28 DAYS , � � , . � <c _ ' . _ ` �..� ' 5 w B. f ci 3 7 0 PSI AT ' TRANSFER , � , , , �--=---- --- --- � _ � o � COLUMN DOWELS � � � . . . � � . <c . _1----- � ----=-- � � W T0 O � . _ MATCH COLUMN ` . _ _� Q � - ., - -, -- --_---- � . . _ .. ��������ti ��;r1 .� �� . . .. . � .. . . . �� � � . . . . . �.�.V ... � o . REINF. _.-�------ . � FORCE F1 - o 0 �\ . 0 FORCE F2 : W I . z z : w { ..._-----' — ----- � � � - ------- w H. . � . . . . . . . ���� ` �� . � ... �.....• . i,.... . . . ... I '.... . . . � .:.��. .:.. . .. . . . . � --_ .. . . . . ., . .. � . . . . SEE SCH . , . ,�, ED. _ = SEE SCHED. Q ,.-� �� ` cn __.-.--- . . cn � .c.� - . .c� � ....�---- .-� _ �— ----- - ------- � �' � _ :c�cn �-----�- _ :c� �' cn ` . � . . R� z c.� , �-�--- ._.----- � R � . c� � — ----- � w � ------- � w w `� �� : 0 . . 7#9T CONT. w � o r� � � w z , _ � o � _ ... , � � LEVE 03 � , � . _ w o . - - - z ADD 7#9B 7#9B CONT. Q ELEVATOR SHAFT COLUMN ' � � �..� , . WALL SEE PLAN ( ) SEE PLAN , z , o _ , w , , � _ ..-. � Q _ _ � ; c� - 0 .cn w � � ' z _, • - w w _ � ' . c� '. � .w c.� : , , co Q c.�cn ...,_, ' 2#7 EF. i , ; , ,� ., _ ' d- 12 0 CONT. „ ,, : 4 STIRRUP SPC GS. „ , , ,� ' ,� ,� # @4 2 @16 2 2 ;C�6 2 �� . � 7#9B CONT. � #4 STIRRUPS E . E » ' » Q Q 36 WIDE x 48 DEEP ELEVATION SEE ELEVATION , „ ' FOR SPCGS. 3 -p, » ' » PT - TRANSFER B AM 3PT 1 .27: E » , ,, „ „ - _ _ SECTION A AT L - EVEL 03 1 0 ( 1/2 ) ,� , „ `3/4 = 1 -0 » �a � � 'POST-TENSIONED BEAM 2PT-1 STRESSING SCHEDULE A11 A10 FORCE PROFILE C.G.S. , „ , „ , ,� _ _ STRESSING - 17 10 2 0 y 24 7 � y 2 A STAGES : REM RKS ISSUED FOR F1 F D ; CEN CENTER 2 ND ' , `�, ,� ,� � „ , „ 2 SOUTH EN TER 1 CENTER 3 NORTH E _ 3 g _ _ Y Y 17 7 13 2 2 10 4 7 , , 04 07 06 PROGRESS GD SET ,, „ ;. ,� , � � STAGE 1 243K 243K SEE NOTE 3 STRESS BEAM ' WHEN CONCRETE EACH 20 R : 16 3 16 05120 6 SUMMARY PERMIT SET � � , STRENGTH ED BEL V : _ _ _ _ _ _ _ _ „ SHORING AFTER S SSING BEAM ) 24 : » ,, „ ,� 05 22 07 PLAN ;CHECK RESUBMITTAL : , , STAGE 2 216K 216K SEE NOTE 3 :STRESS BEAM AFTER 3RD & 4TH � � 10 20 3 0: 1 ,, FLOORS AR CONSTRUCTED ADD ;#4�6 E , � , BTWN. TENDONS . A TYP. EACH END „ „ ,, ,►: ( ) STAGE' 3 135K 135K STRESS M AFTER. 5TH & 6TH SEE NOTE 3 BEA r � - C A RRIED COLUMN 16 20 , 3 16 � FL00 CONSTRUCTED : SEE PLAN RS ARE I , I ( � _ , , � � � � � � � NOTES: 9#8T CONT. . 1. TOTAL POST-TENSIONING FORCE = 1188 KIPS 3. PROVIDE SMOOTH PARABOUC TANSITION I I I . FROM SOUTH EN T C NTER 2 STR G D 0 E �--= =- ---- 2 CONCRETE EN TH. . . . . . � ���� � y . . . . . . . . . . . . . . .. ��.. .�.�... � .. . . � . . . . . .. . . . . . . . .. . .� .: ' ...�.: . . .. . . . . . . . . . _ .�� . . . . .. . . � . . . . . . . . . . . . . . . •��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ - - - . - - A. f c = ,5 000 PSI AT 28 DAYS _ � , , ` _:._--- FORCE F1 --= -- -'----- • - ---- -- , . . . FORCE F2 = I ' B. f ci 3 750 PSI AT TRANSFER , . .�•_----- , �� —- ——= • ----"�.',� SEE SCH . ------_ . ��— ° ----- — ED SEE SCHED. ---- -� o ^ . .-. a = o . , 0 . o ` 4 � 9#8B CONT. _ o D # B AD 9 8 � z , , � w z � , z . W _ w _ • w — � . � � _ a cn .c� , .c.� a � , _ COLUMN _ c.� , ; � � ca cn � , . o � .-. • � , � U o � � SEE PLAN � U � w _ 0 w w , ` c.� w _ w 0 =o � � � < cn z � c� � , " , , �. w _ w . � cn f— . � cn ¢ . - z � .�. . w w 0 0 w � N U' , , 2 W .W _ W U ' _ _ U(n `. _ � � LEVEL 02 9#8T CONT. � - c� c.� , w W - - - --------'------------=------- ' .� . � � � cn cn z z , , . . EL. S.A.D: w w w w c� c.� .w .w c.� c� � c.�cn .... c�cn ... " - SHEET TITLE O � e— � � » � » I , s —� � — ' 6 � � POST-TENSION CONCRETE : _ BEAM DETAIL S �, „ „ „ ` , „ „ , � „ 4 STIRRUP SPCGS. _ # 2 @10 2 2 3 @6 0 @10 2 » : , �� @3 9#8B CONT. � � � #4 STIRRUPS . PROJECT OZOZS V SEE ELEVATION DATE FOR SPCGS. , a AS NOTES` SCALE , E . E . Q Q , _ , , ; , „ 4 -0 gHEET' I ; ' ' » ff , 48 WIDE x 22 DEEP ELEVATI ON � � . _ � » i� I — PT TRAN 2PT 1 � S M FER BEA , , ,, ,, „ 26 , _ _ _ SECTION ::A AT LEVEL 02 - ( ) 1/2 1 0 „ , „ - _ � � 3/4 - 1 0 � _ ,. c O NISHKIAN MENNINGER CONSULTING AN STRUCTURA ENGWEERS 2005 D L `