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HomeMy WebLinkAbout0017 S201 Foundation Plan.pdfCONCREtE PIER W[iH (8}-�S VERTICAL AND {3]-�3 TIES 7.�.. 10" � fi i 4 . , a PROVIDE SASEPLATE a ': , "BP2" AT 7HIS PIER Y • i � r i=� o �, ^ �r T3 ,�� _ -- -r � .�.� _ r I �I � � � S3Qt ,_ PIER DETAIL P6 3(4"=1'-0" 5201 PROVIDE BASEPLATE "BP1'° Ai THIS PIER � T � _ i /�'�, �, o M..✓ o� 6 '- ,b •-.{ �,� ".� � � � �� , s" � s^ i 5'-0° � a'� CONCREfE PlER WiTH �' (�)-�� VERTICAL AND � A {3)-�3 TIES. PROVIDE 5301 90' STD HOOK AT TOP � OF ALL PIER VERTICALS PIER DETAIL P4 3f4"=1'-0" 5201 � v �. I o (/�+�,\} � !.! —'^�_— i ° 1�7��� 9" ! 10" ,` � I� i PROVIDE BASEPLATE � 'P�-.: � "BP4" AT THIS PIER I , � � �;��� 1'OP OF PIER EL 99�_4" A CONCREfE PIER WITN (8)-#8 VERTICA� ANC3 {3)-#3 TIES PIER DETAIL PZ 3/4"=1'-0" 5201 � A PROVIDE BASEPLATE "BP3" AT 7HIS PIER ;ONCRE7E PIER WITN ;8}-�8 VERTICAL AND ,i}-#3 TIES AT 12" O.C. PIER DETAIL �5 3(4"=1'-0" 52p1 b_._ � �,��, 10° � 9° —�"--_ � � � � r. z � � 0 CONCREfE PIER WITN rI '_, � (�)-#8 VERTICAL AND PROVlDE BA5EPLATE (3)-#3 iIES � � "BP2" AT TNIS PIER I 1'-0" PIER DETAIL P3 3f4"=1'-0" 5201 TOP OF PIER EL. 99'-4" --� ' � _ �h'— a iV � i � —_._. ���� 1�_0'� � i�_0,� ..�. .� a '11 — i if2" CLR. F-- C i. � O : - --- -- CONCREfE PiER WITH PROVIDE BASEPLATE (8}-#8 VERTICA� AND "BP1" AT THIS PIER A -(3)-#3 TIES. PROVIDE S301 9Q' STD HOOK AT TOP OF ALL PIER VERTICALS PIER DETAIL P1 3/4"=1'-0" S241 �2`-D" !AP LOCATE FOOTING STEP AT y TYPICAL� PRECAST WALL PANEL JOINT. FOOTING REINF. � COORDINATE WITH PkECASTOR PER PLAN �� --�-Z --- ; i ' e a" , - � a_ z z � � � . . . ° � � .' 8 '� � A . ' . .: ♦ � c�n � o °' , .. . � .. . . _ ° � p W � �' ��.d�.�ur.°6�.c "'-�..��.g,:.a.�.��'o-� � W p,_ � ' .. . a e.�° � . < — tY ` " q.` ..a '. _ - - - v Q° � 4 n � d PROVIDE SAME BAk `�':w �"' a� ,� 8: o SIZE AND NUMBER - � � `e,;r = ° w AS FOOTING REINF. p ° �` __. °- ' � e, �p� .� � � FOOTING ftEINF. PER PLAN i�-�" TYPICAL CONCRETE FOOTING STEP SCALE: NONE :� � � � � � . �� � 1 � � � � �1 � .4 �� I 14,_9" 6'-7" i 8°_2" � ,, 62' !�7 a s'-o^ � � 6�_�� � � � I i 0 B,Y�oo � 6,_�� ---- - �+--�- - BRICK I � R LEDGE i i N � i0'-0� ' 16 -0° �___ � � I r--APPROX. GRADE i 0 � � TOP 0� SlAB 100'-0" °�' . � _ _ �_ _ _ � � — � .�__ ..'�..<...�. e� � ;-� `------- ,a- i I �' � ^ ' COLUMN � �;, � � � COLUMN � � COLUMN � ��P NG FOOTING �-y+ALL FOOTING �OOTWG FOOTING SOIJTH CONCRETE WALL ELE!lATION � I � � � 100'_0" ' j � s ��� ��_ �____ � . i4'-0" 24�'-0" ; I �_��_ _ �—_ i � _,._ ►I�+�— ,5'-3° � ,2,_B° ! � ,2'-3° � „'-4 ,/2° � -,'-, ,/2° I - - ; ---'1I--- ---�----- ; 9" , i k` 9" � � {' -I- -I I I I � � � � I � � � � � � TYP. 2 i � i� ! P5 F4 � i PS F4 I P5 F4 I PS F4 F3 i S3Q1 P3 i F3 � P5 � F4 P5 F4 � r+� I r+� r+� r+� ��-�_wFZ �r-�I� � r� r ---- —__--- ----____}. .}-___--� -----__ _p_-�-I-------------}-�'{��- #__ .n,P - � ------F--�--F_...�-----------� r== s� -� = r --� }-N -- --- -�F__----- }__.____—_ L J � L J L`T'J � L _I TYP• 5 ��� � T� ,� �; L J L �" P3 F5 (° t � WF2 r t � r � � 5301 r t � 530f ,e � ol �� � ' WF2 ' `� OO+ ' �-- �—°-� � L---a._J ' L._— �aJ ' Lr—� J � � ���— --�--_.�r---{ -- — ----------- --1 --`_-- L - -� ` I rr�. t f ; = �io��` _ ' ��'���r.�-- _ �-� -=,--` �f-� WF2��i 0 � —_.. ��_ o_.�.�._ � i ` L J � L_' J ► L J L_' J �� Ps Fs � �. I S30t � � ,i � � ��` � �` �` t � °n � � � (e � ( � Pt O � Pf O � p1 O � P& O i i � � i �� �Qf i I ( TOP OF FOOTING (TfF} EL. ( I i i I' � np I�I P2 F5 , , 9$'-0". TYPICAL UNLESS - � i - � 5301 �(i L, i ( � NOTED OTHERWISE ( I � i �' I � __..-----�----.--_____�__----------__._.__-_- _-�-_- -_-_-_- -_�_-----------__- � T� R I � I - 7 __-__-- --i_______________� ----,--------- : ' . ��......��_.. 1.��.�..�.�.�.� '__ .�.� ! 1 � J I ( ( � � � � �: I � �� � ( ( co�rRO� �oi�r (c.�.) ( ( ; � � I � 2 �'� 0� I �--���-- SEE DEtAIL ON SHEEt ' � � �' I i i � F3 , PROVIDE BASEPLATE � I`; S3U7 � � � 5301 (TYPICpL) � � �� � i � � �'1 � �-,- -� I � I i � 8P3' AT THIS COLUMN ; �; � -- __ .- -- --__----� ; ___ -k--i�-�-- ; � , , � �_, � ; i, i °� � { 0 t � � ( ( s�o: j � j - e ---------------; ------____-----f � � � � _ E _.00 ' � � P2 F5 J r'�" TfF 99' 4" ---���.______._ -.------------ ------ L��-J '______ , (' � `� �-�- --- i-°� -i-- � I � � � F5 �``"",-�. s i !'' 0 - o�--- --_.__..�.� � I ! e.�� �."� fF 99'-4" , O i SEE PLAN NOTE 3. �; � �of e- F3 � �- SEE PIAN NOTE 3. � � � i �. � _ � ii � � � � ��� � � � �: � � �i L ' i � � : ° � , P2 F5 � � � � ( � i ' ---- I w � , � � —' " �_.._...._'—'—' I ' .� I'_"_._..._.____.______ __ -_ 7_._�_._________��_{_________._ �, p � � I -._._�_________'_. ___."__ "'____s_________._.__ _._.._____.___._.__._ I � }.__.__ �_.__.___.____._s.__ �_ � � � � I . � , tV �.i 5 �I�� � � � � � � -- v � TENSION ilE. SEE { . � � � SHEET S304 {TYP.) � � m x' g3p� i I � COLUMN lSOIATWON JOINT I � � � �:: I `�' N � 'r�-T/F 98'-0" i i `--SEE DETNL ON SHEET � I i � � �+- i� � 5301 (iYPICAL) Pt � �� � � i 2 7YP. � I ' I r/F s7'-o°� r _ � �° .,/F ss'-a � I � �l r _ � _ �l r _ ..� _ � , i i � � I s3o� 12" FiG. S1EP , /� I l�l----� � L_� _�� � L-----� ----.� � L-- --�— —------- -- —� " I _-_-_.-__—_+.._� __-_� —_ -°--_ -__- ___--__- ' -_=_--° r- ,:. -°------°-------- �� � �-�°�-- �°--�-J -- WF2 L°�-� I ` L, �_� T/F 98'-0" L-�-J � _. � WF2 � � P3 F5 � I P1 O S O1 � � P1 O �T/F 95'-9"-� i � � P1 O 5301 TMp. TOP OF F40TING (T/F) Et.. � I �' ( � I� I —sa'—o". iYPiCAL UNLESS c§ , FOR BRICK LEDGE, SEE � NOTED OTHERWISE i � � I ELEVATlON ON THIS SHEEf I � I � ' � � � � � 9" I_ 14'-9" _i_ 18'-4" _j_ 16'-0" � 15'-3" � 37'-3" - ---�- --------- —____--- ---_� x � e � 0 � � � ' � � � F�IJNDATI�N PLAN Q SCALE: 1f 8"=1`-0" � PIAN NOTES: i. SEE SHEEf Si00 FOR GENERAL N07E5. 2. FlNISHEd SLAB ELEVATION IS REFERENCED AT ELEVATION 100'-0". SEE CIVIL DRAWINGS FOR USGS ELEVATION. 3. Ft00R SLAB SHALi BE 5° THICK WITH (1) LAYER OF 6x6-W2.9xW2.9 W.W.R. PLACE ON 6" MWIMUM COMPACTED GRANULAR F1LL MATERIAL SEE ARCHITECTURAL DRAWINGS FOR VAPOR BARRIER/REfARDER INFORMATION. 4. SEE SHEEf 5301 FOR BASEPLATE DEfAILS. 5. COORDiNATE LOCATiON AND SIZE OF OPENINGS IN WALLS WITH ARCHITECTURAL AND/OR MECNANiCAL DRAWINGS, 6. S�E ARCHITECTURAL AND FLUMBING DRAWINGS FOR FLOOR DRAiNS, RECESSEQ SLABS. AND SLOPED FLOORS. � CQLUMN FQQTING SCHEDULE MARK SIZE REINFORCING F3 3°_0°' x 3,_0°' x 1°_4„ (3)-#S x 2,_6`� F4 4'-0" x 4'-0" x 1'-4" (4)-#S x 3'-6" FS 5-0" x 5'-0" x 1'-4" (5)-#6 x 4'-6" F7 7'_�° x���-�" X 1'-6° C71-#6 x 6�_6° TOP & BOTTOM REINFQRCING INDICATED SHALL BE EACH WAY, BOTTOM U.N.Q. W,4LL FOOTING SCHEDULE MARK SIZE {W x D) REINFORCING WF2 2'-0" x 1'-0" (3)-#5 CONT. WF3 3'-0" x 1'-0" (4)-#5 CONT. REINFORCING INDICATED SHALL BE BOTiOM U.N.O, F.:1 -p;. Ll1l1J� �r�' � : sra� oF r;�s,r, �C CQPIRIGHTED BY 1HE 5CHNE@ER CORP. Schneider THE SGHNEIDER GORPORATfON His±oric Fort Harrison 890i �Jtis Avenue Indianapolis, IN 46216-1437 l�efephone: 31 Z826.7100 Fax 3i7.826.7240 www.schneidercUrp. cam AT Sz Assaciat�s J!APxofess'ionalCarpoauon 14351 Quail Pointe Drive Carmel, Indiana 46032 Phone (317) @44-7514 Fax (317) @44-7516 ajobs@ajassociatespc. com � � • � 1. t 1 , 1 � � � 1� , 1 � . • � �' � `* � 1 • l 11 � � � � } � i �' , DATE: ' PROJECT NO.: 47/25/13 ; 13--25 URAWPt BT;�� ��"'�� CNECKED @Y: .�_���.� FOX i AEJ SNEET TlTLE: ___--��.._..,.._�._..___.....�_' FOUNDAtION PLAN l7RAVANG RLES: _—_�_._._.._.._...� SHEETNO.._...._.�...�._._.�.—..__.__._...___.,.._ �1