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HomeMy WebLinkAboutE11.PDFSEQ �18 SEQ �17 SEQ #17 SEQ #16 SEQ �116 SEQ �5 A B.2 '.4 B.7 B.8 C.2 C.3 C.8 ( D)III D.2 D.3 - D.9 E. 13-6ag 9-7 13-1� 23-11 � 13-1� 17-93gY I � 5@ 4 ii = ea-� ii-s�� 34� t-6� � 6-0 7-I�g 4-5� 15-0 4-5� I I Is 2 @ 5-8 i EOO c�E00 q`� G-II�g E-IU4 I2-i�g S,-2 3-7 E�-I l�g q 2+ 3-lag 8-8 -2�g c� o + � ti � �,�a N °w .�� 0�P �y� '� 0+ +� � +� +� +� 1 I �g +°'�°Q. � 5 v��; N N s "' � o+Z,'0 g2�+a� N ��+ °` 2 P�+� 3 ��, aP+�� �+�� �+aP ��` �i`t'� � I E 1 o W � P 1 1 cu n, 389A WI4x22 ��„�� �' ni2,a w�`' "' �"� ,Z.`'20.� E 15 5,>>,�,�2n' ,Z,S`' 4,°i �'",`L � 390A -= � �' W� 1x44 i 77A' 24x55 77B �°' 331B o�`ol W16x26 10 �° ,. 356D WiBx 5 356C W1 x 2-g 28H W18x35� WlOxl2 2� ��°, ° �, N m 10.9 � v I n � � � 3 1 � co c� $, 0 14 �* ^ 390B '� 360� 1_s�p 2-l��g 357D W14x22 ' 33l_ °J �� 331C Q 1�P �,D I 3 3 3 3 � � � i � � 11 .�°' 3 � N 6-9� 10-4 6-9� m WIOxl2 � W10x12g I' x i 3 3 a � ° Eoo �o�tiP E14 'w 390B 3 360D ° 357D W14x22 ,� 331A 3 331C � � I'I i 3 '� r�j � ¢ �� < x � � W�6x26 ��� 389C n`� v C� 3 t W��%12 W1�X12� --� N � �• 4 9 ni o N 390B I E15 36oC � 3 58A m d' W 1 4x 2 2 °D 5+� 2P m ` 7' a I� 1'3� N � ,$� W12x19 ,., m Q 5 2 M 331C Q � � � � M w "� � �°� N `� W I Ox l2 W l Ox l2 .a v I 9-11 4 11 4-11 9-11 5-815 15 ; ^ ,� 4 4 f° I I �6 5-8 �6 ^ 14 ' 391B N N 390C � 360E � ti m , I-0 E15 N � (10.3)--- -- „ -- 0358� _ __ 358E • 329H � � I I Q a � �� ,v '�' 0 5% m x o m'" I ",� m 4 �� x m+a�' ¢ ¢ ¢ ¢ ti v � N�n �, o �' �O+ m �°'391C wtzzia m W90D4 ' �y+��Q. m '�" E15 3 I� � �;�'o�Q'� � n n n n� 5 n W � W . � _A . 391A �„� �`' "� `° 358C W14x22 � 3 32 , W14x�� =) � 78A �w W16llx26 � m II ,� ° o+„� xd'OO+P � 36 A E15- we4xs�s "' 3 360A n m W14x2� ro S�O+h�P m W14x22 t~�G x _" � wis:zs --** -- ------ - 1 O - N � � �`0 465A �� � I � �+�]!P�1 9�2 0 ,�, � �„� 0 5 - m W14x22 Ssfs+�, m m v, � 97�H I BRGTPL�1iXACE0-8 �'��'P I� IP � " '�, 362H W14x22 9� 360B W14x22 � 329A `° W14x22 � p � � � � 9.� I .-. x �_ � % TiPL(+EB-54q') Elr'J �yJ � � 3 „� - 12x58 �'�'�'� � � � � � � � �p T/PLf+28-IILg1 (TYP) L1.N.0�. 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THIS AREA SEE i 116E ___ ______ _ tn �" a�O 465C �a°� SHEET E12 2 �=--N ---------=----- ------------ - 6.9 _ � E1� I x x N u� 4 ,� � n pp �� I I 3 136D 3 [t � i cv W 465� 2,N '� I3 COORD. W/ G.C. x m o� C9 � U � m vi R1 vi I 1� m n � W N � 4 E14�� � P � P � m E14 N � � W N �' ��� '" 136D � "" a � 14 ^ °° ��v I 1'L� 12 a�' Q a� u°'i (WfJ ..•___----� 465C I-, 283A _ ���,yr�'� c+zs-z� � ��P �15 c° �A��ni=P � v���ni^iP m M ' S -�-- --- --=�� �----'-----------'---'-----'---' 2 8 2 A W 3 6x 1 3 5 '� 1c3zsHs� m l------------- 1 , 'W36 l35 .� I m°w h� - �'j W'c4x68 �,�� 1134H - � 6 � � \2+ , i �e.�.J (+zs-z) �° 1 I ax,N�l(+zs-z) j I u � � � � � ' i �9 �' °' 1 � 3�137A E� o u� 1 I ' I � I (+26-21 ^ �o � � x m Vl N N � I' ' ' Cp x+ mx+ N� � � � � I i � O7 II37A � � � -- � u-, W � � 'O� � � ~ o,c+2s-z� p+� n = p+� � ¢ � I I °� i I �o+,aLP °^° � �"'� � � �n'`L `� W fA � � � ��'94C = °' N S �0 � 18-8 i 44-0 15-8 -c+zs-z� ------------ i --- _ _= _-- i �12+ ' I ' ��+ � D. 8 � � � q �' i B.5 C.7 ' 3v�'3z z El6 18-5�g 7-4 � °�° i � `i ; Eos I �� i CAT6dALK FRAP9ING �- ! � m m "� � � [n 1 I ln �(+26-2) x� m ti 1� � w ' ' I , THIS AREA SEE �� 1i37A � y �' � � N °� �I � 1 � A� sii9 3 6 Gl =" p,°� � '" � �° ' � � g � SHEET E13 8 � + + � + m � E�h � 1 g ��o�'ApP ¢�r v����`P 6. fv+9 E 16 ��� �2P �o', W 4 � �-t' I 5 � I�,154E � BP1 1 �� 154C �" °' N h ' ; SEQ � 14 �� ,� - BRG PL x6x0-8 i-R� � w � ------- ---- --- I 2i- � I Es � 3_2 2_2(�4 N�� (TYP I�ACESI CJ M1 � \ I y�v ,�' m m -� ao (+27-3) 0 ; � � � � � �JB + m °w 1%$B ..I�. .i', p r..� m �O � � I ; I N� c+zs-z� w 2xta c+z�-3� � m 1'2 8-�� TiPL(+26-3�7� � � � � � � i � ' 3+ TiPLN25-4�g 178A' ! � m d � mm j m �.L� i � 1758 c+zs-z� W12x16 0 °'� d � �Yj I � I � % � (+27'3) �xN P !'l � � (� W � c't �'!� � I I 175H 177B � .�+ .� �n I N i S� + , � t+zs-z� 16 ,�.. 3.- � � W m ' �' �' �' �' ' � � M1 I LPL(+26-37 ��. x � (+27 36 j� Q N N 3.3 � H -------------- ------------------ - 175D � 177G o+ j m N �--� � �2 � W18x40 �+zs-z� �2 = 2090 WlBx40uzs-z�= 36x13 c+zs-2� �2H ■ c+zs-z� cnV � - � ,., °�' o � � '° " a"' �ra 'Z+P v +2I -- �`L+OP 17fiH TiPL(85-2�9) +°` � , � �� N� `p �p"� �7 m i v_ c.� ���'L�e1M1� m� m � �� v� �'l I 1778 Wl�xl6 O'0 5 C'i � � av + : �� 2 � �� � � °� � O �lo� m � �,c+zs-2� + w �D � I i 2 l OB " v = a' ° � ° � 2 cu� °' N �ai � �ti I n n '� N ^� N N N" + IJGC I%SD � EIG 3 ' � j' �"' Z 16 �0 0� 3 �0 7c+zs-z� i -- �p+ - oh � c+zc-v o P 3 ¢+zs-z� +h - - ues-z� +5I TiPLU25-4�9) (+27-3) ' N � 9@ 4-6� 13 7 4 6 3@ 4 �p �q 7 TiPL(+26-3) � i �`Z S ��2�P; � ♦ 2 2 1 ti� 4' 2 No `�' - ------- 41 11-10 w �+ + i + i ------ - v 3 v� o �, ' Sloped Framing ��- - t� 5g � � '�7uq 9-3�4 16 17-8� eos � Third Floor �-0 5-6 3-0 15-8 � 22-0 18-2�g 19-5�p � ' 34-7 ' 4 @ 5-6 I I 0 IX2.50 STIFFENERS i n � A A. 2 A. 6 B B. S C C. 4 D' E rrP rrs.FS e Te,e I fBEAM FLANGE+aB') ' � �� (IUffRE REWIIREO) � SEQ #12 � SEQ �11 SEQ �11J SEQ #10 Third Floor Framing Plan ' o ' ° = o I o � , NOTES: o ° I ° Z O � O 1.) REFERENCE FINISH FLOOR ELEVATION =(+0-O). 2.) T/STEEL TO BE (+29-9) U.N.O. , 3.) BEAMS TO HE W I OX 1� U. N. 0. , seu+ P�rs ruN I 4.) SEE THIS SHEET FOR MOMENT CONNECTION DETAIL. i ER I 5.) "�" INDICATES MOMENT CONNECTION. I I 6. l SEE DECK DRAWINGS FOR MORE INFO. ', tOL�'" �R ��" � � Typical tla�nt ConnecLion � Flange (REF : 5404 � A A.2 A.6 B 2-0 5-6 3-0 3-4�ils 3-2 4-0 1-6 N ' �a ti ", x � a+ n, �n v��Z,�OaP v�126`>iP 3 �`�22 � 6 ----------- � --- - - - -`L-- - --- ------- °' 6 W 265C _ 28 A c+zs-z� ------ M " ..� WI8x40 � � � 5� 268A�+zs-s� 290A W36x135 w �� 26,LP � m xioxiz -- � � o � 65H C4x5.4 x m x ^� WlOxl2 � N N i i I+29-9) g, 3 268A WIOxl2 i 0 (+29-7�L16 ) �L9�H � � x I C9x5.4 0 �v e� m x , � °a- N 3 I 290B N 268A WIOx12 I - °1 azs-s��s� o � C4x5.4 � m 6-4�i16 3-2 7 [a '�' 3 c.� � p�o, 14 � ' ¢ m .� ti� 290B J m � / 266D c`DU � � C4x5.4 5 2+hP i+zs s�s °- I �,LO� � 3 � z90B 6 5 " E14 E6 4 � � 8 � C4x5.4 ii E05 N � O 268B W10x12 ' � � � SEQ � 14 `� �, f+29-3�3�67 0 � � 290H � � @' i Q, ' � - � (SEE E13) � N ,�°7 x W " � C4x5.4 ,,, °v � N fi � U 3 � �' � < � tD • 3 f.�D � n x Vj '� ¢ N n� � '� I 3 29�8 �' O 268H WlOx12 - "' uz9-z�ns� o i C4x5.4 g. x m � 3 � 7 � t �n j �2+0 � °M1° � a� 290B 14 n' `�Z,6 N N '��� �� C4 x5 . 9 4 1266C WIOxl2 i 2`° �+ee-itq� 0 � W �' z90H °' � 3 � C9x5.4 + � N � zsBB WioXi� � �, c+za-iv3as� o � I z90H _ mv� °' X� � C4x5.4 6 5 N � � 3 � a 3 � 3 � E14 E6 m , N u' 268B W10x12 I �90B _ � m 7 c+ee-�a��s� x. W36x135 x 14 � � � i 't2 ¢ � � ° � + v ao m N nLOi : � �� , ti�OP N 2q OC 4�u W36x 135 � �� � N N y. _ ' _ _ _ _ _' '_ _ _ _ _ ' � 3.3 E39A W10x12 237C w36x135 n, -�- (+ze-s�el o uzs-zl �, �o ,L-� S., �" � u�i� Z,+�� Q o �-- o� x� �� � ��ic, c+zs-e� o C7 � .�� r�P m 3 x 7 -- 3+ 1 °`�+, i o �� �9+� W o� `�' 2"' 239C n"�i °+ xN �"237B w�ox�e s N �N 3 �' I �N9 �' N i �, e �� WlOxl2 3v � 3" m �� °� �' m °� N 'U �N W .-. + � I M1 .-..*. �'1 x O7 M1 �} � 4 N rv O 3 � � 14 2 3 6 A m° m m m � N i�� t y i N 3v o � icv m W12x14 N3 238A N�� �• � �. m n' 3 uae-»¢� - - c+za �s� � � �d.o � " yS, y.r 236D W16 31 c+zs-z� W18x35 �+zs-e� . �v u� W h W12x14 � v �� 2Q' (+26-27 �C��y.}� ��'9 9 E16 I ��S` s9 NP W 16 � 9 I' 9 � 4-0 1-6 2-2 5-44g 2-B12 2-8� 2-84� 2-0 5-6 3-0 IS-8 SEQ � 1 � I A A.Z A.6 B B.5 Sloping Slab Framing Plan x NOTES: o 1.) REFERENCE FINISH FLOOR ELEVATION =(+0-0). z �,) (+ ),INDICATES TiSTEEL ELEVATION. 3.) SEE THIS.SHEET FOR TYPICAL MOMENT CONNECTIONS. 4.) SEE JOIST & DECK DRAWINGS FOR MORE INFO. 5.) " Q" INDCATES MOMENT CONNECTION. BACK-UP BAR SCHEDULE ruso�v o�iNc GR.50 STIFFENERS ( ) TYP NSifS B Th8 Y 4e iBEAM FL1INGE'13g�i � BOTH FLANGES (�RE REOUIRED) I T °;i iio °;� ��o oii iio o�i i;o n U9 a TYP BOTH FLANGES � P�µ BEAM PER PLAN � C�Ut4! PER PLAN i I Typical P��nt Connection � I�b (REF : sqoa � PER PLAN I FOR [ZE Typical Bea� llntel Fra�ing (REF : saoa � Third Floor Framin Plan PLOTTED: Jun i� zoio ����n��� 5�.5°`` indiana steel fabricating, inc. 1fE '9AR'i TI(�IT' � U.W.O. � 4545 West Hradbury Avenue (3171 297-4545 �,�°'� p� �pg p� �; p�,� � INOIANAPOLIS, IN 46241 FAX (317) 291-6223 g� ER70S-6 FILLER RIRE aoB NAME: VILIAGE ON THE GREEN � PRINT RECORD �OCATION: CARMEL, INDIANA SENT APPROVAL SHOP •,�,�„�,• CUSTOMER: SIGNATURE CONSTRUCTION REVISIONS ARCHITEC7: PEDCOR DESIGN GROUP ALI. HOLES i. DRAWN BY: R.S. PAINT: � 2' CHECK BY: � CLEANING: 3' JOB ND. t SHT N0. 11NLE55 NOTEO q. � OATE: 1 O O.�i 2 E�� i �