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HomeMy WebLinkAboutFoundation Plan/ 6'-b" � _ _ �!`- -- - — 13'-11$" 2 8 - _ ++- / _ __ _ ii �� 74' -8" 1 8 t+ I___ 49,_68�� u �� / 5'-0" � / � 16'-2" 15'-4° 4I 20'-0" 12'-0 _ �� ' -- __ _ _ � Z II /� _----- _ f _ _ / — __-- - L--------------- a�� 1 _ 1 ------------------- i ---- ----- / 7Z----'st -- ----------- 7'-112' 4'-o-° \ _ , -------------------------- -- ---- -- � ----- ----_.. .___. .. __-- -- i � D. . e °e . • " `1�": POURED WAL�.S % _ . � � � p � . e --_-- _ .- � _ — ---- � i __�� _ _ — _ _ __ — _ I. 'I '�, ���. � �- � -♦ � � ' , .s ,. 1'O"�ROUR�DpWAL��J. s .� � s, � , �> D� .'�,.s. o . . D � . e .. ° p .� . ��p � • >� � e � � \ i � II • �. e � . . I ----------------------------------- ------- ------ --- .. . � , .. ��. f i------- � �. I --------- ---------- �-- i �-----------------� ' i I I � n � I � � � _', I ' � I • � � e I � �, I ��' I' I 7�� i �„ �� � D i �� ' i i 24"x12" THK. CONC. FT� i i i , �, ' -_ . 13'-11- _. _ i 2'-2 i � i i i W/(3)#4 BARS CONT.i i i i / � i II I i i i � ------ 8- e I i � .r i ,, . r--___—_ — I e � .•.r I II '�.. � ...�J.► � � .�I . � � _i � �I .. j � 10,. ROUR�D GVALLS .° J ° L-- i i ,�� o ' i i `� ° -!I _�j -- � i � i - i o � p � _� i i �, j 3 i Di D , , � � � _� � , UNEXCAVATE , 3 3 � � I , , , � . o �. a �� �s D . � . � . I '. s.. I I � N I i � I p_ I I � i _' N' , , , i r-- -- ��� ��--------------------------- i > i i i N �-• � i o i GRAVEL FILL i e�' � i � I `~ il •-� � � � � � �� � � ' � i 2 4 x 1 2 T N K. C O N C. F T G i;� i U N E X C A V A T E D ;'� ; I� ; i a i i � o � I I ' ' 1�V/(3}#4 BARS CONT. i � GRAVEL FILL � � � ; - � � - ' ' � ' ' ', ' � ^ � i i � i , i Q i i ° i i o i � � I � I ° a � I I _ � I � li . I I � I� � e � � I I p I �-+IN I�, I D I � I I � I � I � D I � � � M I I e� � I e.' � � � � i /+ i i i i II ,, I � I ° � I • I l. FTr7. 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BEAM _ _ � s` ; . . , >10" �QU.RED WALLS �, e. � DJf 1__, I i ' i : i i o � � � i I I PKT. � a � i 1 I I c I I ,, � �' � i �� � i i -i —� - - _ �1 ►12x26# Slt. BEAM - ' - � � i i '~ � ' I ------i i I, i � �---- r �------------------------ —� , � � II ------------------J I I I I� �-------� ° I I L—I ---J E FTG. i I I I I � e � I' i ° i 1 DETAIL �,,�i� L-------� i i , i ' 12" POURED WALLS i D i I e I ------ _ 1 3 "' 3 1 �- ----� i i 5 0 + _ � I��I i ` i I -- ---13'-7-° --_ 16'-9-" - �_�� ���� _ � 4" _ _ . _ 1�� � , i s _ J N ' ' � i i ' i Z 4 � 4 4 8�-o- 12'-llz �----,- �� � ' / _ "' i i i D. f i �----� �---� ,I � � � _ I N ' � � � i i �_i - - - W10x22# STL_BEAM _ i i � i i I , � � � , , D� � i , , � - ±—� � , � i 7 ¢ i ' E FTG. E FTG. _ ' ¢ � I I 3 I — _ — --_ - L--- �J L----�-J �� I' I � j � , = i ��-7— ��N 1 DETAIL 1 DETAIL � i u°, i ' ao � p� I °0 ,, � I I � '-'�N , ' � O - � � � i ' �I �' � d � �' ' ' I � � � .-, I � '_Q I � F° I I � �' � ! I �p I �� „y I - � I �e � � D � 'I 00 ' � � I �.. � � � � � I I � ! I e j ' .0 15' �" � ' I e � �' i ' i 12'-2" � 4 i ' i 8'-0" � D � . _ __ . X __ _ _ � o i _ �, ' ��N � i i _ � j i - �-- i , i I ° I � -- I I �--±--� ---- — ----- -- _—�---- � :s L' —"----------------I I _ _ � I � � i D FTG. , FT6. D i i --------- � � - - - __ T 10 FOURED W'�LLS . . i `� � I I i � -� � 1 DETAIL OETAIL 1 _ r -, � i �----+---- W10x�# STL. BEAM �-� —r - �t - - -- � � r� �� � I� I I .-, _ � i i i i W14x38# STL. BEAM �, i i L--- -�J E FTG. L-----J 'k---- I--------------- i i � - , i i ---- ------ � , i 1� �- i ,,� - i-� i � � ��------- +� ��` i�BEAM i i ], DETAI E FTG. 24"x1Z" THK. CONC. FTG i � =�, I � i � g �-�� -+ I I------ I DETAIL DETAIL � W/(3}#4 BARS CONT. i > i � '! i i � � � e. � J PKT. I, �- J E FTG. � I i i I D' I 1 I i ------ �,---J � -� � � - ' i i . i ! ' � I i I ' I I o I -- ----------- ---- -- -------- ° - i I � � i , i ' i F—i - - - W10x22# STL_BEAM � - - �� i � , r-- �--- � > �- � � �. i i i i :-, ; i = i I� i i i i i � i � i� 'I i>. � I�� ��� i i -------� ---------------� ---------------------- i 12" POURED WALLS i � L-----� L-----J "~I I f 1 �� '� FTG. , i �.. 20'-12 � DETAIL 16'-93" 1�� ' �---- Z�� _ _ � ', f i i 4'-8 � 1 4 , 16'-64 , 24'-61 i _ i �� i � � _ __ _ _ � ___ ___ .-,� _ � � — � D�� i ------- i � I �� I � - --- B FTG. i� i i � I � � C FT6. ---- i 1 DETAIL DETAIL D � � I' � ao � I e r ----� � , � 3 I I Q _ i i � i ��, i � i j DETAIL i : � �-------, i i i 3 i � o! � J i i i i i i i i i w i� , i•� i i � i �._ - _ W14x43# STL. BEAM _ - - I-�`-�— - i _ W12x22# STL_BEAM - - -�---i i I i � i i p ��' `� �'� I � 1 3 --- 1 L--- �� I � i a.. i i a i _' i O i 6'-44�� 16'-34' �- _�'-----= --__- 10 -84�� ------I----�-- _I 1 i I' � i 14'-lo-" �--- ' 14'-1�" i a i i � i � i i o I', � cn�v� 19'-6- NI I � � /'� �_ � - a ------- I � 2 �--�-?�----� — . _ _ 7I�. _ in _ � �-------� � I i p' BEAM �------, __� _ e' ... . . 10" POURELZ WAL•LS �� j � � I i `12" POURED WALLS � � II � �. � ,� P�:T. I I �� � e � � � I i /` 112x19# STL. B�AM � - �— - - W12x19# STL. �EAM - i- ----------- ------- i i i 'e -� '� �� I � i i i ! � �� i FD3 OUNDATION i i _'� i _ �----------- .-�� ' i � � � � ' lA DETAIL i i I I D. I ' ��., � . e I L— �. i a . �.. I i I FTG. E !� __: I i' � � .� , _ i > i 1 DETAIL I DETAIL 1 i � � � i � 1 i . i co ' i i ----- � , i � i i i I� 7'-4��� 9, 3�� 7'-lo-" � i ,.. i i i I I ' .o I e � � � ' .. UNEXCAVATED � s.� � � � �I -. . _ . . . I . _ . _ _�._ --------_ I -----�—�------- -----JI :e . I il �II �I I � � i _ I I . 0 � I I �: i O., I �.� � �IN r-- � � p . ! � � � �>a �� GRAVEL FILL � o;_� �__ , i - i � •-• i °°� - — i ., � . o = � �w .-� .�- I .r . . � . . . ' .. i � ..•Ic� i � i.� � o i i .-. 10��p�URED WALLS � I L = � I �., r----------------------- ---� L-- ---- � . I_ MI� O � p � � � --- i , _�- � � . � � ' . � . . .� a. _ . . � � . . � . I I �, � °o . .�-� � `� I j : i . � I � � i---------------------� I I i r � . D � ..s �' . i ,.(V,� I ' I O � I i i g. s ' > � I • I ', i i I � I I�. I -------------� i ' L--------------� " I � � � • � I � _ � , � .-i : 3 j � i FD1 FOUNDATION I � ° � -- I I--- � �------- I I -� '�� I'' o' i ° � �'� II i i II �� ' --------J 8 ^ � ],A DETAIL ' i . �--- . --- � � �---------- � I � i I 12 FOURE VUALtS. ;. =�,\ � • D > � r ' � i _ i ° I i � �I = II ' i i ------------------- ---- �� � I 24"x12" THK. CONC. FTG I i ° �� . 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I ', _ I ------------------- --- � � I� � � I I� � , j 8 ': �, ' I i i ; i i � � - ii 1�_g2�� 1�_613�� ii i - -I ~� i i i -- -- '� ,_�` i ' / � / i ' I� 17'-0° --- _-- 10'HO" _- __ 3-3 6� 11'-�" i i 1'-1�" � � I g'_22�� 17'-12' i i �� II, �� ' "� I'I � 5'-8" I , /' -- _ .Y -- - _- - ,� _ � _ / / �_ i _ i 8'-0 5'-0 ( i - - _ —_ _ I i J i i . � - �� _ � 16'-8° II i _ _ .k ii / __ ii �- 3 i , ' ' � 2 1 � I � � ; , o � � i a i� , i,� i i 8 8 w�- � � I ac i i • � i o � � ', � � �i j , � � � o � � � I I � '" i FOUNDATION FDZ i i I i i DETAIL lA j i ! � I � i - i i I � i i ° I i i �, "� I i i � ' I I N I � I � I I , � t- 0 �� � I � � �� i I � i � • � _i 0 I _�..1 I , I I r ~� I M I � I 4 , � � � 3� ; ' 4� � I p i 8 � � � ° � ' � � ' ' � , 8 , � ' ' ' 4 i ...,��, - - _ _ � - �_ � - - - �. .� i i Q � -- - i o i- - - N I � i g , , N , I � ; � � I', UNEXCAVATED � ,`: � , i ; ' GRAVEL FILL ; i ' � ' , � � � , � � � , , � � � � i °' ' � i i �� I i i I f 5� - 4. 20'-8" 4'_g�� � i i � _ i i _ __ — _.� i i i � �` i „ i , i ..y�cV � , � 'I i ' � � ------J I _' I I �— � N I I , I , � � _ � � � i •' 10' P URED WAI�LS , � � o � I' ! i i i i ' ' . , ,. � --------� ---J � i . r � �-------- i I i - i I.� � I � � � �� .�, i � p � i . e ��' � ----�� —. .-.. — II � i i . _. _ _ � � i �� D r__-----_--_� . . _ . . _ �.. , i i I i, i i i i i � i , , i > i I I I I ' � � � p I � I I I I � I • I i I � _ I � Q I � I � �i I 3 � ' � I � � I W I �I I � � �L � ...� i � I I � I "' ', � � � � � � = I � I � � I � � O � I I �-+ � i 24"x12" THK. CONG FTG i � I� i �i � W/(3}#4 BARS CONT, i � i �I i i — ----- --J . I � � { _ .. .. � r----- � � '�. � ° I , p e I . I ,,. I ' - . ' � ° � . . - �'� ----------,-,;,----- -------� � r _-• -10" POURED-WAt�.S �---e —__--D ----J �k I � i ' I _ _ o L i I I • � - � . . , . . e i � � �, �. '. .� p i N i � s. � . � . � . . . � - . . � � �' � _ _. _. _ - — ___ . _ _ . � _ _ _ . _ _. _—. . __ . . _. . _. �----------------------------- --------� � 14'-0" 12'-0" 4�_8�� ' - FOUNDATION PLAN _ _ - -- - - _ _ __ f � 26' -0" � - _ �, SCALE: 1/4"=1' -0" 1. FOUNDATION DETAIL LEGEN� INTERIOR COLUMN FOOTING DETAIL OC < W o � � V 3" CLEAR SIZE d 3�"X3�"X%4° STL. COLUMN w/ - �/4'x12"x12" BASE PL. w/ (4) %4' HEADED ANCHOR ASTM A325 F1554 GRADE 36 3" CLEAR TYPICAL DETAIL INTERIOR COLUMN FOOTING INTERIOR COLUMN FOOTING SCHEDULE N0. FTG. SIZE REINFORCEMENT A 54"X54"X12" (5}#4's E.W. B 48"X48"X12" (4)#4's E.W. C 42"X42"X12" (4}#4's E.W. D 36"X36"X12" (3}#4's E.W. E 30"X30"X12" (3}#4's E.W. BaSED oN a SnFE nLLOWaBLE BEaRING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) 2. FOOTING STEP MASONRY PRECAST WALL DETAIL POURED CONCRETE WALL �Z e � a �W w �� 1'-0" TIMES STEP '_ T'�PICAL FOOTIN6 REINFORCIN6 3. FOUNDATION WALL MAT' L. �� POURED CONC. WALLS / / / CONC. BLK. WALLS 4. GENERAL NOTES '� HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE * VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTOR RELEASED FOR CONSTRUCTION Subject to compliance w'ith all regulatlons of State and Local Codes DEPT 0�' COMMUC A TOWNSHIP CITY OF CARMNDIANA � �J .� l.a `J ��./ \, ' J ��� � � �y m �c pG N O !— tD V c/) �7 pp N y � � w ¢ — � � � � � � p ._ m S Q --� ^i N p O oo �/'i � a. � O pp C .--i S N ¢ m � � p � .-� z � .-, — � N ` �` � � V 7 W W W oZo � L) J � O l!l W �p _ � 0 N !r O Z "• s N .�-+ O � — Q � V � N U j �° .��.,� s o oi °0 @) � U � � � S ���v 3 d _ � � � w N i H �l W Z H � W � � i m / ^ � �� Z OH � J o � � v v V � � H � � Z o = t � N � � � ..m.� O o � �, � � N _ � o ` o, N � N � �-' 7 p •— Q c s = � 6 d � � � � �� N � � � m � Z� �Z � � � � fl- f0 (� (� � °' � ��E o $ o c v �� c c � � o c .v' a > o rnm aa N � Q �o �� � � � � � � �,cLa� �� rnn� �o � � � a M O m �a �� � o � � � o °q � ce rn � � � � L � � � � M a m �-�+ C].. a� U C 0 U � � U � � L � Z V — � W � W U Z � Z � � Q � SHEET NUMBER 01