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� -- �. <br /> _ _ <br /> _ <br /> _ o _ �� _ I <br /> X � ,� ;�,I ( S3.00 � G �, ��� � ;�1 ,��, ��� Foundation Schedule <br /> X � / � � " � � �." `� � ��.� 6 6. � ; ' ".� '� � ` " Mark Width Len th THK REINFORCING COMMENTS <br /> / � � � � 9 - <br /> o � �� � � - -I <br /> w 3� 149'-0" �� ,� F1.5 1'-6" CONT. 12" i (2j#5 CONT. LONG.BOTTOM <br /> , � -- _- <br /> w - ' ` --- ---- � ' 9'-0" 19'-8 � . 19'-3 3/4' i �/� 2 0 ; 2'-0° - CONT. 15" � (3) #5 LONG WAY BOTTOM---- ------ -- _ � <br /> w 18'-6". i 28'-31/2" i 18'-3" � 16'-101/4'' ';' 16'•10.��4" 1'r834" . i �� . - - i . (9)#8 � o <br /> � <br /> , II F6 0 I g, ��� 6, �" 24" EACH WAY BOTTOM I U <br /> � 3'-4" f,_ „ ,_ „ - ; - � ;'. .D i . . -O;i T.-0 (10)#8 EACH WAY BOTTOM -- - � � rn <br /> � ! ; 9' 7112" 7' 31/4 � F7.0 7' " 27„--� <br /> o i 1 9 2112 i 16 , '� i _ i F8.0 8'-0 8 -0" 30" 11 #8 EACH WAY BOTTOM � <br /> � , 0 c � <br /> , <br /> 10"CONC. FTG ; 3 <br /> � � � , 4.0 I.... F9.0 9'-0" 9'-0" 36" (12)#8 EACH WAY BOTTOM aS ii <br /> O W/#5 AT 12'OC 1 � ( �56.0 - -� <br /> � � I FCSW 6'-0° 22'-6" 24" (9)#8x22'-0"TOP&BOTfOM;(34)#8x5'-6"TOP&BOTTOM � � � <br /> Y EACH WAY i S S S} �56.0 i S � S i n S � i i i i i i , --- - --- - -- - --- -- N � �- <br /> Q TOP&BOTTOM -� T.O.,FTG. � �� ; ; j FELEV 14'-4" 33'-5" 18" #8 @ 12"OC EA WAY TOP&BOTTOM O o <br /> , <br /> i ! : <br /> N . <br /> m � � 103;51 � � � �� � �� �� ' i � , ; � � � � ' � � � � FSW 8'-0" 17'-6" 18" #8 @ 12"OC EW TOP&BOTTOM � N �,�, � <br /> � � �� , i � � ' � ' � � i ' � i i i ; i i � ---- c �, � <br /> z � .�.� . , _ � � , , , , � __ . . - - --- - - - - - �- - --- - � - - - -- -- - - � � - - <br /> _ � -� - � - ; - - - ,. .� _ � . a - �- <br /> � ��e a � a . .�a � _ a , a o a �1 J �� � <br /> � <br /> v, �� � ��- ; � ; c o <br /> _ <br /> � � ���; �, � � , , �- � � - - � - - - - -��= � - = - - - - - ����� - - - - - �= - - _ A� , _ _ � LLJ � � <br /> - <br /> - - - - - - - - - <br /> � � ��_ <br /> , � <br /> p � � � i � � � � � � i ; i � o� <br /> w� ; . : ` � j I T.O.. FTG. I I T.O. FT�. T.O.FTG. �/�� / � I I . I I CSW i. . i � I � in >�a� <br /> ,;�--� F2.0 � <br /> Q � � � 20 �� - - - ��' 05.D� - - �10fi.58-� 108.10' �-� /� o o � � SEE 2/S3.00 � � `' o c" c <br /> ��S6.04� a � �� ! � N". � . � <br /> � - � � � � � <br /> w _ " � s�M. � , ,� , � � � , , , �� �, �� Foundation Not�es � � ��� <br /> � .. <br /> n. ' : 1 , <br /> � _ 4 CO C S.O.G. ; 108.76 ' � <br /> - - -� 'I UY �� <br /> . <br /> � ` i _ _ I I_ _ / ' � I I ��, I �, � ; 1. ALL SOIL BEARING SURFACES SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY , � z 0O " <br /> � <br /> z N i \ �INl6/6XW1.4M11,4 W.W.F. ; ; 10 � i i i i 6.0 ' � i N ; THE GEOTECHNICAL ENGINEER PRIOR TO REINFORCING AND CONCRETE PLACEMENT. j i"' � 0 3 � <br /> J � 6.O a \ A I , S L O F E P E R A R C H. , i � ° I I o I i �,� � , � (n �- � � . <br /> � � 6 CMU PONY W LLS � � � SLOPE � a �0� I � i I <br /> I RE:SHEET S6.03 � � ,RE:4 8�5(S6.00 TYPICAL � RE:ARCW. � I I a ( I 2. CENTER iNTERIOR FOOTINGS ON WALLS OR COLUMNS,TYPICAL U.N.O.. � � <br /> ' � � I Fg p -��-�- � i i � � � �� i � <br /> � � &LGMF ABOVE �� � . . �/ � . . � �� F8 0 � F8.0 � � � �� �, <br /> � � ��_ � ��� o � ��� � �� � ��� � ���� 3. VERIFY ALL DIMENSfONS PRIOR TO CONSTRUCTION.� � � � U <br /> _ � � � � RE: 10/S8.01�� � - - -� � � _ � ... ' �.. � � � � �,� . . � �. � - � � ��� . � ; <br /> /-- - F1.5 � � .� G� I RE:7/56.00 Tl'PCAL G� �� G� - � I � � � � � G� .. � u- I , � o ; I. . <br /> � � //� I � , % � �6 � ' 4. SEE ARCHITECT SHEETS FOR WALL R DRAW LOCATtONS. <br /> � AT COLUMNS --,,--„� <br /> � � � URAL� ANf�FL00 � <br /> � - - - � - - -- - _ - � /� . ._ _ <br /> , <br /> � a � � � � _a I �1 i . <br /> �� � � � - - - - - - - - - - <br /> � _ <br /> H � - - - - � . - - � - -�- - � - -i- i � , �-- � / -f- � . 1� - � , - � - i � ° i - � - -i - - - _ i_ _ _ _ _ ��_ �i� - , H � 5. ALL CONCRETE WALLS SHALL BE 10"THICK,TYPICAL U.N.O. � <br /> ' ,, <br /> � <br /> � �� � � �� � � � �� � � � � I I � I I I � � T.Ch.FTG.,__-� -� � I \ F�'� � �� ��� � � �� �� � � � �� 6. SEE COLUMN SCHEDULE,SHEET S6.01 FOR COLUMN SIZES AND REINFORCING NOT �' ���' � <br /> � <br /> �° � � i T.O.FTG. _ � _ J I � _ � ' � 11 -0' � _ � - � � � � �� � � � ����� � � ��� NOTED ON PLAN.SEE SHEET S6.01 FOR TYPICAL COLUMN DETAILS. � -�, �y����l, o <br /> � ; � T.O. FTG. � 10�.00 F6.0 i � � �� � �� .� r � <br /> � ��p$�� � F�� I � _�� � � � TO GRID 4 i T.O. FTG. ' T.O.FTG. 4"CONC.S.O.G. � I /D\ o,� r� <br /> G � i I a 7. SEE 6/S6.00 FOR STEPPED FOOTINGS. '��� � <br /> --- <br /> I : <br /> � <br /> i � <br /> 0 � r �., . �� � <br /> � � 105.50 � '4 <br /> 1d8.00. � E ,, E� � 106.Q0 , i , i ELEV.VARIES. <br /> . . . � <br /> - ----- - - --------- <br /> �- � '� �- - � � �� �.. � � �.. ' �� � � � SLOPE RER ARCH. �' � �.. � � �. � �. � �.. � � � �_ '��° ��r <br /> � � � � . 1�� -� � - � � �� �� --- � � � . � 8. NOT USED. �� y✓ _ � <br /> � <br /> ' ' i �-- N , � CENTER OF TOWER CRANE j i �' ; i i i i RE:4&5l$6.00 TYPICAL `�J ��I�S' '`1 �>� <br /> , <br /> l � <br /> , � T'�T.�.FTG. � � � � � 1 8'/6 <br /> --�- 9 � RE:BULLETIN CT-02 FOR ' I <br /> = e 9. TOP OF FOOTING SHALL BE 8"MINIMUM BELOW TOP OF FINISH FLOOR,TYP�CRL IJ:N.O.. � <br /> ��, ,�, S 103.51 `� a z � � - -' � � FOUNDATION. , <br /> o - I j � � SLOPE � 106.01 I � <br /> ! N � � � o �_ - � ' ` RE:ARCH.' �E i i i � ( 10. TOP OF FOOTING ELEVATION VARIES PER PLAN. <br /> �� � � x i , i 10724 � ( 107.24 � � � �� � <br /> � � T.O. FTG. � � NOTE: I � ' B � o 0 <br /> g i '.'-' "' DO NOT BACKFIL�L UNTI� � I i , o i i d Q <- •- •-� t- N <br /> � 101.99 E-- � r , _ � '� w <br /> � � � � � LEVEL P1 PT SLAB IS HAS � 3 � i T.O.� ;. � � � � �� F-I rn rn rn rn o <br /> ' T.O. FTG. BEE�V INSTALLEd AND CURED. � 4A 99.25 �\ . .. . G co c� rn' � i <br /> , S� 1 0 0.4 2 T.O.F I T.O. F T G. i i /-`�` i i �� F� � I ! o 0 o r- o <br /> I j 1 102.63 F 8.0 � �- o <br /> NI' � �; � � <br /> � � � �, � � <br /> , -�r i iF2.o � � _ � -� _ - � , o <br /> �` Foundation Legend <br /> � � / 98.99 -� - "'� � � � I '� � F2.0 � ' '�� � � � - �� I � '�� c�i � , <br /> ' G � _'_ �. GJ' ...� � C, C, C, G <br /> - - � � _ _ <br /> ��, ' ��� � - - - - - - - - - - - i � i i i �� �i_. � � i <br /> I� . _ . ., . . _ . . r - ... . . . � <br /> ,. <br /> -.. . <" a ,_ , � 10'�72 --- -- - -- - -- S ) _ �\1 I I • <br /> _ 4 1 � � � 106 01 <br /> � ; -�- - - - - - _ _ - - - - - - - - - - - ,T - - - - - - - - - - -� � <br /> G . , G <br /> 99.64 � - 1 FOOTING TYPE <br /> � � � ` � ��' I I �� I � RE:SCHEDULE THIS SHEET �� � <br /> � I, i 10'�j ! i �-� � i i i i i � i F2.0 <br /> a <br /> i ( j �� � �F7.0 � � � �F2A �; � - ��-- � ' � � � � _ -� L -� /D� � � �� � � � <br /> _ L _� - � L - , <br /> � <br /> �- F7.0 � , T.O. FTG. � F .0 , ' ; 6„CMU WALLS 1 �� , _- - �' <� F8.0 � ; � � T.O.FTG. �I.T - � I G� O i zo � <br /> I � RE:SHEET S6.03 �102.96 __ _ �� { RE:7/S6.00.TYP.AT COLUMNS COLUMN TYPE � � <br /> l 99.25 I�'.0. FTG. ' I = ;, r- _ ; 105.5� p ��- �� RE:7/S6.01 &8/S6.02 H-I v � <br /> �T.O.FTG. I > w i W' �-- � <br /> r T.O.FTG. � � 99.2i-__,_5-'4 0�, � 1.5 � I � _ � !I CONCRETE STAIRS i i i = i. . �� i. � cn� Z; � �i � <br /> � <br /> ' � 98.86 i fI a � J UP I ; �i RE:8/S6 b0 020.50 G l � Q 105.50 I � Z <br /> , � �` I „ 1 � <br /> ' �� �' vl v <br /> 6 , � � i i i o � � .. D� d: O1 0 <br /> � ' W � � <br /> _ a_ , a Q -- i i ' ' g STEPPED FOOTING � �� � �-i �- <br /> Q, W; � <br /> � o S ' p - - - - � -- F8.0 ) c i � F8 0 I RE:6fS6.00 Z �1 U � �- <br /> � ui �- - - - T.O�fiG, 10' �0.-FfiP�.- -- j �i � �� � pI F-; <br /> o �� ;; � j v� � 97.95 � � �� �� �: �I- �- 6.0 � � ; � m ii m <br /> � N � <br /> � b' (� � � � ' G� , � � ' � � S 10" CONCRETE WALL THICKNESS I O �I z � � <br /> � - - - - - - - - � ' <br /> �� T.O. FTG. � �' M CSW 10' ° - I � � �'� � � ai � �I � ' <br /> F - - - - - � _ 99.6� - 1 -- - - - - - � �- - - - - - - �-- � - 1 - � - - � - - � - -- - --- - - � - - �- - - - -� - - -- - - - - F � � � <br /> j- -� -�- T -� i i � <br /> - � i T.O. FTG. .. . i T ' , i i _ a . <br /> a a . . -. - <br /> . <br /> �... ONCRE <br /> �� i ; �/ 10' FULL HEIGHT C TE z ; � <br /> '-' ' 10Q.� = I � 20 , ! ! � FSW ; I I I , I I ° \ O SHEAR WALL Q mi U o w <br /> �_ � � � � F9.0 � �°O "���% � � � � ,- � a 8'� � CSW �� � �� � � � i � ��- �.�� � �. � CSW ���SEE S1.01/03100 �- � <br /> i ;d. .-' � i � 6.0¢' a � � B� �i-'. , � i �� <br /> � <br /> ' 6.04, I C r - - �- -� � °' � ,° ELE� SW � �� . . Q; i ; _ . .. _ T.O.FTG. � ..__ I _ � �i l c� I _. <br /> �- ��... � � -'� W � CS�� � � � � � � 103.50 � � <br /> 4 I <br /> i <br /> � � ���� � � G3 � � � �' � � , , �� ; � �� � - �, � � � <br /> ; � ' � � <br /> � � � , � <br /> � ' <br /> I I U i <br /> ��� �� � � I �� � � � � ° ; � �' , � �� i�� Note: � -��� � � � <br /> � u�; C � � � w =�io 0 <br /> N <br /> -� : - _ - - - - - - � U QI N <br /> E -�� - - - - - _ S - - - - - =-r' - - " - - - - - -1_ _ - _ -- - - - - _ _ - - - a _ - - - - - �_ - - - - _ - - i - - �- - - - ; - - - - - - - - - - '� C � ALL SECTION CUTS °r �'�; w � o � o m <br /> �� ', � � � � � -� \ <br /> ����� � 104.20 <br /> , i 101.42 � � � -� -�� - - - i � =N ' �O�j_ i i� � �". �� i p � i � �p� � � ARE TYPICAL � � � <br /> �� � .. �- <br /> � � . . � � � T.O. FTG � . �..... L _ � - � � . �..... I � � � � L - � , � �. � . �� �� -I- �=-�-�-� � �L_ � D.9 � .. Q � � � w <br /> � � � SCW � CSW i - � � . Im � Q c� w � � � z <br /> �.... .. ..... <br /> � 100.75 � � / � . T.O.FTG. �� � w c� v� � Y � o�a o <br /> �� D.9 '� , B ��o� � <br /> - -� ' - - - - - = �- - - - - - - - - � ' F8.0 ,� i � i � � F8.0 � � _ -,{� �� <br /> � <br /> �� I 10' '-0'� � � SUMP \ i � � ! 103.50 `� .._ � <br /> � � ° � 1.4 � � �C � �T.O. FTG. , � T.O. F1�G. � ; . <br /> �� ; `� 33'-5„ RE:ARCH. --�- I <br /> , , � <br /> , , � _. i �; � i � � � f 102.50 � � � <br /> i 102 50 ' , <br /> � � <br /> , <br /> � <br /> SOG -4' � �' ' � <br /> � <br /> _ __ <br /> � � -- - _ _ _ � i i i SLOPE � � � 'SLOPE i i i � ' <br /> - t <br /> � � � `�� � � RE:ARCH. �, � �RE:ARCH. i ( o I � � � <br /> � � ` � I i <br /> � � I � 0 I � I I , , r I I � � I <br /> , . <br /> � ��.... 101.42��... <br /> � <br /> 02 96 <br /> , � <br /> � � � �. SOG-4" � � 102.96 �, � � ' � � ���.E <br /> 7'_0" i i . i i 104,20 i _ <br /> 1 � <br /> I <br /> � ` � - - - - - -�- - - - - - - - � <br /> � �� � . _. ! j SOG -4 �+ ... .� _. <br /> , , <br /> � <br /> a <br /> � � 1'-0" 3.0 �. � � <br /> i <br /> ' T.O. FTG. i � i � i � ,, i i i 6"CMU PONY WALLS � � _ �' �� <br /> � � FC WS � 9.0 _ F9A � � � F9.0 � F9�0 > � ( F9.0 a _ RE:SHEET S6.03 -� _ � � � � � u . �� <br /> • <br /> � <br /> � � - � � , T.O.FTG. <br /> ' ' 100.75 � _ ' �l � 1 , � - � � � � � f- -1 � <br /> ,� � <br /> � -�- - �� CSW �- - � � G'` � G'� �� G'` � � �,� 103.50 G� �i � � �-� ��`��=�`�` �.. � � ,_ � � <br /> -�, � � � � �4 i � � � � � � i � � �: i i � i � � � � - - ��� � _ _ � ��'� I <br /> � � � \ �,`,� '�'� ����� ��.��? , <br /> D ' �- - � -�---= - - � - � �--� - � { � - - - - � - - - � - - -� - - - - -} - - �- - - �- - - -�- - - - -�- - � - - - - - - - p _ �_ <br /> , � <br /> � � a i� � <br /> � <br /> � <br /> � , � <br /> - , -� � � <br /> ; <br /> � <br /> �. <br /> � <br /> � , _ <br /> � � _ <br /> � � ` T.O.F�G. i T.O. FTG. ��. � ��.... �...a i i �..... i � ��.... �; �.... F 1.5� � � �� ,� �-� '��_ ' ,Q� <br /> __, � . , � <br /> , <br /> � <br /> _ �� <br /> _ � � ; � T..O. FTG. � �-� ° � ,=�` " �� '� ���� <br /> � � ( � � ( `\ <br /> - <br /> ,� ,� <br /> � � ( , ( _ <br /> � .. <br /> � - - - - - , . �:� a_., - ~' <br /> � <br /> ,�, _ ,�0,.50� 1 , I � � � � �' , <br /> .�_� I � , . �---..__ � x� <br /> `= , � - - � � y"f01.00 - - - J L - � - J - - - J �� L - - - �- - - - -� i �- �.-.. a - <br /> 1 . - - <br /> �. <br /> - �� - - - - - - - - - --- - --- - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> , ; . <br /> � �' <br /> B.5 , _ ` _ <br /> „ <br /> N ' . . T- . • � ' I I I . I _ , <br /> a - i <br /> �183 5fl ! / ..�'"`-- <br /> _ 1 _ _.... , , , %� �� � <br /> � e 65, - - - !� i <br /> , , .- r � -�_ . " <br /> - _ . �M:� <br /> : � <br /> _� r 6.0 l F6.0 � F6 0 � � � T.O.FTG; 6"CMU PONY WALLS �? 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' � ; � I <br /> i i , i � i i i i i i i <br /> � � � � ' %1 i � Q� <br /> C� j <br /> , Ij <br /> i � ; � ' � r` SCALE: O i-� <br /> � i. i i i i. i � i i i ;; i � __ . <br /> J � _ � ; 2 _ 3D P2 • � -� � � � <br /> � � , ; � � � .,�� �'-' ,7 0 <br /> � � <br /> � 1 � � ��` �� 2 ��: �'�<< � �� � 3 � ' � � �� ( 4.9� �5.3 ' 6 � '6. 1 � �6.4 ; � � 7 � �� �� 8 � �., � o . <br /> � �� � � ��/ � ��� �' � � � � ' � j � � rn � <br /> � �� i � oQ <br /> � i 4� <br /> �... <br /> � � <br /> � , f <br /> i � <br /> LL, SCALE: 1/8" = 1'-0" . .. '., J � � +.� <br /> ; I � � <br /> � � Level P2 O <br /> . � � <br /> , � � <br /> � -----_---- --------- - '' N � i <br /> � <br /> �� � Nw , <br /> � ; <br /> � <br /> � GRAPHIC SCALE . <br /> � o -s� o� a� s� �s� <br /> . NQ . ... . . . . . . . . .. . ... .. .. .. .. .. . ._. . ... I . . .._ . <br /> . � 6� .0 � � . . . . . . . . � . , . . . . � . _._____ � . . <br /> . .. 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