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I. COORDINATE ALL DIMENSIONS WITH ARGHITEQURAL DRAWIN65. SEE
� ARGHITEGTURAL DRAWIN65 FOR �IMEN5ION5 NOT SHOWN.
LL 2. TYPIGAL FLOOR GONSTRUGTION UNLE55 NOTED OTHERWI56 9/Ib" DEEP x 26
N 6A6E 6ALVANIZED STEEL GENTERIN6 WITH 2-VT' GONGRETE TOPPM6 SLAB
� REINFORGED WITH bxb-WI.2/WI.4 W.W.F. (OVERALL SLAB THIGKNE55 = 3').
�
� FASTENER LAYOUT TO BE 5/H" DIA. PUDDLE WELDS WITH VJELDIN6 WASHERS
AT 30/4 PATTERN ALL SUPPORTS WITH ONE p10 TEK SIDELAP FASTENER PER SPAN.
� 3. TOP OP SLAB ELEVAT]ON (T/SLAB7 = 112'-8", T'P. U.N.O.
TOP OP STEEL ELEVATION (T/STLJ = JOIST BEARIN6 ELEVATION = 112'-2 I/2",
v �ra. u.N.o.
E ALL REFERENGE ELEVATIONS ARE BASED ON TOP OF FIRST FLOOR SLAB ELEVATION = I '-0"
U 4. ALL K-SERIES JOISTS TO HAVE STANDARD 2-V2" DEEP SEATS, TYPIGAL UNLE55
� NO7E� OTHERINISE THUS: X�".
� 5. SEE SHEET 1.02A PoR GOWMN SGHEDULE.
Q 6. ALL G.M.U. SHOWN ON PLAN TO BE REMPoRGED WITH NORIZONTAL JOINT
REWFORGEMENT AT Ib" O.G. AND b5 VERTIGAL BARS AT 40" O.G. PROVIDE
o VH2TIGAL �b BARS AT GORNERS, AT EAGH SIDE OF VERTIGAL COMROL JOINTS AND
3 AT EAGH SIDE OF WALL OPENIN65 (OFFSET REINFORGIN6 FROM ED6E OF OPENIN65
A5 REQUIRED TO QEAR ENDS OF LINTEL BEARIN65. 5EE PLAN FOR G.M.U. 5IZE5.
� l. SEE 4/1.03 FOR TYPIGAL LINTEL LON5Tfd1LTI0N DETAIL AND 5/�.03 FOR TYPILAL
F BEAM/LINTEL BEARIN6 ON L.M.U. DETAIL, TYP. U.N.O.
� 8. �- INDILATES I^�LDED BEAM-TO-LOWMN MOMENT GONNELTION PER II/1.04, TYP. U.N.O.
^� �- INDILATES I^�LDED BEAM-TO-LOWMN MOMENT GONNELTION PER IIA/1.04, TYP. U.N.O.
� 9. SEP 4/1.04 FOR TYPIGAL WALL FRAMIN6 ELEVATION AND 5/"1.04 FOR TYPIGAL
� BUILT-UP BOX HEA�ER GONSIRUGTION DETAIL.
10. SEE STRUGTURAL NOTES ON SHEET 2_00 FOR ADDITIONAL INFORMATION.
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SECOND RCOR FRAMIN6 PLAN GOpED NOTES 0: �
A. BEAR BM. MIN. 8" ON IxHxl4 BR6. PL T/ BRG. PL III'-S'. 5EE 6/1.03 FOR BM. BR6. DTL.
B. BEAR BM. MIN. 8" ON I/2x8x8 BR6. PL T/BR6. PL III'-4 V2". SEE b/1.03 FOR BM. BR6. DTL. �� ProjectNUmber
L. NOT USED. �
�. wizx2e. vs1�. ur-s^ �� A13-079
E FRAME END OF bEAM TO FALE OF GOL. N/ STD. AISG DBL. AN6LE GONN.
E FRAME END OF BM. TO FAGE OP LOL W/ STD. AISL SHEAR TAB LONN. PROVIDE MIN. 3/H" THILK
SHEAf2 TAB AND (4) A325 BOLTS. -
6. FRAME ENp OF BM. TO FAGE OF H55 W/ STD. A19G SHEAR TAB GONN. PROVI�E MIN. 3/8" THIGK
st+enR 1ns nN� (s) nszs eo�1s. SHIRK & O'DONOVAN � sneecnne
H. SEE IS/�.03 FOR CqNN. OF H55 TO FAGE OF LOL.
J. BEAR LINTEL IY' ON V2x�sl2 BR6. PL 5EE 5/�.03 FOR BEARW6 DETAIL CONSULTINGENGINEERS,INC.
K. BEAR LINTEL H" ON I/2x1x8 BR6. PL SEE 5/�.03 FOR BEARIN6 DETAIL. 3]OrAST WILSON NRIDGE ROAU � i SECOND FLOOR
L BEAR BM. MIN. 8" ON Ix8xl4 BR6. PL V BRG. PL I10'-9". 5EE 6/1.03 FOR BM. BR6. DTL � WORTHINGTON,OH1043085 �� FRAMINGPLAN
M. BEAR BM. MIN. 8" ON I/2x8x8 BR6. PL T/BI26. PL I10'-8 V2". SEE b/1.03 FOR BM. BR6. DTL TEL(6141436-6465 ��� AREA"A"
N. JOIST BEARIN6 ELEVATION 112'-O I/2". JOIST SEAT DEPTH 4-I/2".
P. H553x3x1/4 DIAG-0NAL BRALE LOLATE TOP END OF BRALE AT EMERIOR GOL AND LOW END OF BRAGE �„� p,. sy���,a,�u,��,�����, ��,
AT INiERIOR COWMN. GENTER BRAGE ON !AL AND FIELD WEL� TO FAGE OF COL W/ 3/I6" FILLET �� �� SM1eetNUmber
WELD ALL ARWND. T/BRALE AT HI6H END 109'-2. BOT./BRAGE AT LOW END 100'-4" � _
0. SEE 10/1.06 FOR 61RT TO COL GONN. DETAIL �5�«�� � ��
���;o� ��ro wm� ,a � � 7.01
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