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HomeMy WebLinkAboutTemp00092 r _ _ _ . :_ _ � � » » ` ,.. w w 7PT-4 SSING SCHEDU E : AM STRE L — NSIONED BE - - z POST TE � : z 3.3 _ 1 2 , w _ RCE > ; ` FO OFILE C.G.S. PR , , - „ _ _ , ,� , „ , „ _ _ 19 _6 _ _ STRESSING W Y - - 4 0 2 0 , 6 6 : 2 MAR ' 2 RE KS _ , >. � STAGES CENTER A T END ` F1 F2 WEST END E S � , „ . , � , � - 4 4 , o , , , » » ; :;,: » ST CO REACH RESS BEAM WHEN NCREfE � � STAGE 1 594K 594K 39 4 39 >, _ z ;. � STRENGTH OT ELO OVE' N ED B W REM : w � _ :, : ,, � , _ SHORING AFTER STRESSING BEAM ' ) z ' _ : 0 �, �� �� c� , , , STRESS B ; , , ; , STAGE 2 270K 270K 33 4 33 EAM AFTER 8TH & 9TH , _ - R l�# 1 L � ,LA � ! � L z ,, ,,, ; „ _ FLOORS AR CONST E RUCTED . �_� rEC �rs . W- _ A.R.C.. 24 , , ,: , � , ; . , s ai- dos 92 r;7a 7 E S PnLO ALTO CA Ef3 2 _ 5A1.. B R.E.. � � T�[.: 65b-B17-0365 ._FAX: BS0;-617-0373 '; � » . ,:: _..... .. .....:... . ...:...:.:. ADD #4@6 A • , NOTES. , - w - CARRIED COLUMN . ` � BTWN. TENDONS � _ _ _ - 1. T PO T S ONI G FORCE - 1728 KIPS � P TO AL S TEN I N TYP. EACH END SEE LAN ( ) � 2: CONCRETE STRENGTH: II II � _ , , . � - A. f c 5 000 PSI AT 28 DAYS _ �� � , . , � _ _ _ .B. f ci 3 750 PSI AT TRANSFER 9#9T CONT. , � , , I I , � � 1 HKIAN 0 N S w v : � _ �,-� n _ . _ �. � � ��� � o , � � -I T N AN TRUCTURAL �-- -- - -------� CONSUL I G D 5 U ENGINEERS SINCE 1919 Cn - - - -�- -•---__ . _ COLUMN DOWELS o �-- �---- - , � __----' �----=--- --,_,,,�_ - - U 9410 1200 Folsom 5 San Francis 3 . treeL w, FORCE F1 --�� TO MATCH COLUMN FORCE F2 . _.._--- � _ , . . .-. ,�-. � �-so» ' �-- ---- ------.� Tel.(41�541-9477 Fa�c(415)54 �.�"'��. —"� � p . Q SEE SCHED. SEE SCHED. o REINF. o -----__ . __.._--�---- w , w z z "----- -------- . o • .--- ---- . - ------- _ m = w �---�_ _ _.--�' cn w w cn . � � .c.� .0 '�-�� _ (n - C.� (n C� (n i- ------- �' � -- ---- -��'�" . �.� - � . . , � _ � _ -"� , _ (n . (n �- . U U I' I ������ W .. W . Q W �� -------- � �-- =—_- . ��� � W �i . �_--"�' _ W W N.M. JO B N0.' 7083 w _ ... cn .... �--�_ . ,��.�---" � 9#9T CONT: � Q , LEVE -07 c� J � � � , - - 0 ADD 3#9B . 15#9B CONT. w _ m _ � , ��� �� u� � � � � . � . � . i � . i 0 . i � , i � R I 0 E � 1 Q o � O I ... / _ . . / w . . 8 � _ . . / _ . . r � � z _ . . � , , _ O. . � , _ , _ : : _ _ . . � � I S N i _�►. . i _ : v . . _ � �i w o i � . . . i � .cn � �s . v,��'� i Q � � . � � � � � � . � � z . . ., . . , _ .. . . � ..� w � � 2#7 EF. .� . �"'. w .,� , � � � _ z77a� � . , . .W �. , � �- . ..� � , . � � _ . . . �� i � � . ,�: _ . Q ° c�cn ... o . , CONT. � � , _ _ � .�. . � � � �� . � , „ � � .� � , „ . .�. . � i . . _ �� � . � _ d- ` . . _ — r . 4 .,.... .. � huFd' . 6 10 0 10 0 i , i � � � � � � � � w .E 0 I � I NAL . I � I � 1 � � 1 ♦ 1 ♦ 1 ♦ � � ��� ¢ _ _ h� cn - - - - 4 STIRRUP SPCGS. » » » » �, 2 2 16 2 # 2 @ @ � W , _ , , � 'f-1 _ 6 _ o - _ _ m z _ _. _ __ : _ _ Q � . _ ' - - - ,w : . _ _ _ _ . _ . _ w z _ 15#9B CONT. � . z : 3#9B ADDED w E . E . w Q Q _ �, » �- 48 WIDE x 54 DEEP ELEVATION #4 STIRRUPS , ,, �: V I , 4 -0 _ 0 SEE ELE AT ON �f y� , � — FOR SPCGS. PT TRANSFER BEAM 7PT 4 _ . _ ,, „ � _ � _ 29 „ , „ SECTION A � - - _ AT : LEVEL 07 1/2 1 0 . _ .. ( ) » . � _ _ o • : 3/4 1 0 w » » _ _ cn - NSIO ED BEAM 7PT-3 STRESSING SCHEDULE _ POST TE N � m � 1 2 3.3 � , �, , „ � „ , ,� FORCE PROFILE C.G.S. z _ STRESSI G . - - 7 9 - N 19 6 y y 1 1 � 26 6 2 REMARKS 2 STAGES o F1 F 2 WEST END CENTER 1 CENTER 2 EAST END z 10 „ Q _ , , „ ,, „ » H CRET REACH � STRESS BEAM W EN CON E STAGE `1 378K 378K 50 39 � Q 39 4 z , STRENGTH 'NOTED BELOW REMOVE _ -( c.a , ' . - SHORING A ER STRESSING BEAM � � � ) 0 „ „ �, ,� , - , STRESS' BEAM AFTER 8TH & 9TH STAGE 2 162K 162K 4 50 33 w . 33 _ _ � �-- ,, FLOORS ARE CONSTRUCTED w 24 , � � � � �, _ ADD #4@6 A • F-- CAR DC UN , NOTES. � RIE OL M BTWN. :TENDONS - z _ - _' 0 TYP. EACH END , SEE PLAN 1. TOTAL POST TENSIONING FORCE 1080 KIPS ` ( ) c� _ I II 2. CONCRETE STRENGTH. I , z , _ A. f c 5 000 PSI AT 28 DAYS _ , , � �, . �� - �� , � _ B. f ci 3 750 PSI AT TRANSFER W 9#9T CONT. , � � _ I : I � � � O � , ' 0 ''� z — . , _ c� � - - - - -' � . . �„� Q _ -- -= - ------- --------. � __---- w . , �_ . .� .� . . _ . . � O � �- COLUMN DOWELS _ �'��. , . , � - -- ---- � � --------- , � . � .�--� —� � � r Q � � FORCE F2 FORCE 1 T0 MATCH COLUMN . W F �_ . __----- O . .-. . , __ . � . .. . . . . . .. . .� ����� ti . . . . . . H�� ���� . . . . . . . . . . . . --.. . ... . . . . . . .. . . . .. . . . . . . . . . . . . J . 0 o SEE SCHED. �--� 0 SEE SCHED. o _ I `REINF. V Q � .►—�"� _ . w A7 w Z �_ , Z � .T . T � -- ---- . . . . . . . �������y . � . . . . . . . . . . y . . . y . . . . . . . ... �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . �� . . . . . . . . . . . w � W -� . � � �— (/) � � .� .� ---� - .-� . � ------- cn c� cn _..-��' � F— -- ---- . i-- ¢ � � , . . . , , .-� , '�� - cn � � ��- c� ;� � . c,� w w �-� . � w ¢ --""'"�- ------- . � ---- ---- W � z W ��._ , W � ���'� . ' `,, (!) �, 9#9T CONT: cn ... '�► � • �----�' � � , _ o - � LEVE 07 � �T � � - I�I o , A D 7 9B 11#9B CONT. , _ i , i - - z D # i i Q , � � i i , 7PT-6 STEEL HANGER . i i � 0 .-, � � , � . N I I z 0 .-. . w FOR SLAB BELOW � I I — _ �; W � � /� � U , = w , Q � �/ .(n - - - U � COLUMN - � w _ cn .cn z o , . ` � w N W c� F GROUND z ( ORE • .,1,, ` � w � c� 2#7 EF. J c.� w c.�cn ... co ` Q .LLI U � c�cn ..., CONT. I _ , » , ,, _ 10 -0 10 -0 � ,, ,, „ „ _ _ 4 STIRRUP SPCGS „ „ 2 2 C�16 2 # 2 @16 �l _ 11#9B CONT. --�, 7#9 ADDED 1 _ E . EQ. » » Q 48 WIDE x 54 DEEP ELEVATI O N , „ #4 STIRRUPS 4 -0 » » - SEE ELEVATION PT T ANSF BEAM 7PT 3 R ER FOR SPCGS. ,, �, 27 ,� , „ SECTION A AT LEV - _ ' 1/2 =1 -0 , „ EL 07 » ( ) 3/4 = 1 -0 ; � �, » � , — EAM 7PT-2 STRESSING SCHEDULE � 3 - POST TENSIONED B 1 2 PROFILE C.G.S. , „ � „ , „ , „ _ _ _ STRESSING - 9 19 6 11 y 1 Y 22 6 2 1 FORCE REMARKS ISSUED FOR _ STAGES S CENTER 1 CENTER 2 EAST END WE T END : , , OGRESS CD SET „ » „ „ 04 07 06 PR STAGE 1 486K 36 4 50 36 S TRESS BEAM WHEN CONCREfE REACH � � . _ _ . . _ . _ _ _ _ T SET , - 6 SUMMARY PERMI 05 12 0 _ _ _ _ _ � . _ _ _ _ � � STRENGTH NOTED BELOW REMOVE � � SHORING A ER STRESSING: BEAM FT ) » „ „ „ 05 22 07 PLA N CHECK RESUBMITTAL , , STRESS BEAM AFTER 8TH & 9TH � � 2 K 24 ,, STAGE 2 70 30 ` 4 50 30 _ FLOORS ARE CONSTRUCTED �, ADD #4�6 : BTWN. TENDONS A , NOTES: CARRIED COLUMN , , - 1. TOTAL POST-TENSIONING FORCE = 756 KIPS _ TYP. EACH END ( ) SEE P LAN � 2 CONCRETE STRENGTH: - II . II , A. f c = 5 OOO PS1 AT 28 DAYS ` �� �� , , , B. f ci = 3 750 PSI AT TRANSFER , � � 9#9T CONT. , � � ' ' -- -- " - - -_____-_ ------- . ----_..__ "'----- ---- - -- =--- .�•--�� . __ � - -• COLUMN DOWELS A �_ � �.-�--� ; . � _ . _ :�.► �. ' I I • . . . . � . . : . . � . � � . � . . � . � . . . . . . . � � .� . . . . . . . . . . . . . . � . . .. .. . . . . . . . . . . . . . . . . . � �������y .... . . . . . . . . . . . .. . . . . . . . .. . � . . �. ��� . � . . . . . ... .. . __ ____ TO MATCH COLUMN _---�-"' .. �..�� - , . , �' FORCE . . .--. �-�_ . , � � . REINF . �������y : � � � . . � . � F�� ����... . . �� . . .. . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . .. . .. . . . . . � . . . . . . . . . . .. o . o A9 ---_. SEE SCHED. w z w z '�'��. .�-�'�-- . • - _ _ _ ------- W W � -- ---- I I (n �. ��-. .�►�- (n .0 .0 �'�►�.. .���- C9(n C'�(n f- � � � . � • �_- �'�_ ---- � �—�"� -------� cn c.� � - c� w ��--_. w w .�`� � Q '—� � w . -------� W w � ._.�"' 9#9T CONT. -�-__ - .� cn .� . cn =---=-- LEVE -07 , ADD 9#9B 9#9B CONT. i , i _ _ i i , i i T- STEEL HANGER . 7P 6 i i 0 � . i i , .-. N w FOR SLAB BELOW o � i i w , _ � U , SHEET ?ITLE � _ � W ,(n - - - - U w I- � .(n . z i � H � , w w ' , Z � W .W V w 2#7 EF. � � c.�cn ... co .w c� , i POST-TENSION CONCRETE U(n .� CONT. , „ , „ _ _ � BEAM DETAILS 10 0 10 0 „ „ „ „ „ ,, _ _ _ _ #4 STIRRUP SPCGS. 2 @10 2 2 �10 2 � PROJECT OZOZB � � _ - DATE SCALE AS NOTES : 9#9B CONT. 9#9 ADDED SHEET ' #4 STIRRUPS I E . E . � Q Q � » » ELEVATION SEE ELEVATION 48 WIDE x 54 DEEP ,_ » _ FOR SPCGS. 4 0 _ » » PT TRANS M 7PT -2 : : FER BEA �, „ „ , „ SEC N A 26 L - _ - TIO AT EVEL 07 0 -.� „ , „ ( ) 1/2 1 _ _ _ � 3/4 - 1 0 c _ MENNINGER CONSULTIN ' S 2005 NISHKIAN G NGINEER 0 AND STRUCTURAL E : �