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<br /> �. �.� �ta �„ � �„ �s: � �„ �„ :
<br /> �' � r "' SEE PER AISC, LRFD - LOAQ AND RESfSTANCE FACTOR DESIG�J, 13TN EDITION PER AISC, LRFD -- LOAD AND RESISTAN�� FACI'OR DE�IGN, 13TH E�ITIC�N
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<br /> ''�. �. � C(�NN--PL & BO�TS ',� CONN-PL & BO�TS ;� CONN-P� & B�LTS BEAM CAPACITY BULTS THK SIZE THK SIJPPORT BEAM CAPaCITY 80LTS THK SIZE THK S�IPPORT
<br /> �- �- .- # �- 4 r SIZE {KIPS� (INCHES� (INGHES� (INGNES� {INCNE�� (INCNES) �IZ� {KIPS� �I�CHES TNK
<br /> } {i�c��s} {��cH�s) {i�c��s} (i1�CNES�
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<br /> � MAX �� H-PL, SEE SCFfED
<br /> TO CflL K W16 58.5 (4) '�"� � fe � Q.233 W21 122.9 {12) %"� �'2 $ 1 0.366 �
<br /> w�� ��-.� ��} �"� Y ,� Y o,��a w�4 ���,s ���} �"� f Y � 0.3��
<br /> BEA�—BEAi� ��NI�E�TI�N �EAM—CO�UMN E�A�IGE ���NECTIQ� BEA�--COLI��� WEB �O�I�JECTI01� w�� �a7.s C�) �"� Y � $ o���o w�� ���.� {��� �"� % Y � °.���
<br /> w�� �07.� ��� �"� Y %8 � o.�s� w�o ���,a ���� 7�„� � Y � o.4z� .
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<br /> .�,. � c ..ra� ; `�m � W44 192.9 (12} �"� � � � Q.2fi5 �
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<br /> � � � � �i�� � � � SCHED 1 , BEAM DESfGN I�ERTICAL REACTIQNS SHO�N� t7N PLAN EX �4k = 14 KIPS , ARE FACTORED �. BdLTS ARE A325-N, SLiP-CRITICAL Bt�LTS, AT �C}NTROL ROOM MEZZANINE AN� HYDRAULIC
<br /> { }
<br /> � �.�. SEE SCNED FOR ¢ i � � SEE ��NED �'fJR ;� SEE SCHED FOR �QADS. MINIMUM CONNECTION CAPACETY SHAL� 8E 9 KIPS, FACTORED �OAD, �2) B�L.T R04M, PRQVIDE A325-N ��IP-CRITICAL BC��TS AT QOUSLE ROW BO�TED CONNECTIO�, AND
<br /> .- ,- �, i i i CONN--PL & �QLTS �. C�NN-PL & BOLTS `�. � CONN-PL. & BQLTS SINGLE ROW CONN�CTIONS, A325-N �NIJG-TIGNT 8��,.TS ELSE�NME�E UON. �
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<br /> 2. ALTERNATE CU�INECTI�NS MAY BE SUBSTITUTED F�R SINGLE TAB CONNECTIt7N PLATES, 7. TNE CaNNECTI�N PI�TE BOLTS NAVE A MINIMUM EDGE DISTANCE �F � --�1f2" �IERTI�AL
<br /> � � ,� ,� � � � � � PRQVIDED TNEY MEET OR EXCEED THE R�Q�lIREMENTS OF THE AISC AND THE REACTfONS AN� HOR���NTAL {EXAMPLE SING�E ROW CONNE�TI�N WITH {4� BOI.TS, PL�TE LENGTH =
<br /> � �" i � � °- i � � °- j �N�WN �N P�AN. ALTERI�ATE C4NNE�TI(�NS MUST BE SUBMlT1�ED F�R REVIEV� PRI�R TO 12" MIN}. TNE BEAM WEB BU�TS NAVE A MINIMUM EDGE DISTANCE 4F 1 -1 J2" VERTI�A� . '.
<br /> .� � � � � =� � � � � � � �, � SHt�P DRAV�ING REVIEiN. AND HQRIZ�}NTAL (EXAMP�.E SIN�LE R�W CONNECTIt�N WITN (4) BOL.TS, WEB LEI�GTH =
<br /> - - - 12" MIN}. A BEAM C�}PE TNAT DECREASES THE BEAM W�B BEYOND THlS MINIM�IM MUST
<br /> . __...,..._.
<br /> 3. �JSE THE MINIM�JM NUMB�R 4F BQLTS REQUiR�D FOR TNE BEAM SIZE PER TNE TABLE BE SUBMITTE� FOR �EVIEW PRIQR TO SM�P DRAWIN� REVIE�1. �
<br /> ��� ABUV�. WNERE A LARGER BEAM FRAMES INT(� A SMALLER BEAM, USE TNE MINIMUM
<br /> SCHED � �QL FI�G NUMBER OF BOL.TS REQUIRED F�R THE SMA�.�.ER BEAM SIZE PROVIDED THAT THE �EAM 8. THE St�PPORTING BEAM OR C�LUMN, WEB �R FII�NGE THICKNES�, THAT THE �4NNECT!(JN
<br /> �EE , SEE SE� ��HED ftEACTIC}N IS MET. P�ATE IS WE��ED Ta, SNAL� MEET TNE MI�IMl1M SUPPQRT THICKN�SS �.ISTED ABQVE.
<br /> SCNED SCHED
<br /> ` 5" MAX �R I�-PL, �EE �CHEQ 4. US� DOUBLE RQ�V �QNNECTIONS WHERE SINGLE R01N CC�NNE�TION CAPACITIES "
<br /> AftE 9. �18x15 M1NIMlJM FQR W8 LISTEQ ABOVE. x�
<br /> TQ COL K INSUF'�'ICIENT. ,
<br /> 5. BEAMS SHA�L NAVE STAN�ARD RC7UND N�}�ES AND CC}NNECTIDN P�.ATES MAY NAVE '�
<br /> BEA�—BE�M �OI�NE�T��N BEAM—GQ��M�1 F�A�GE �OI��E�TIOC� BEA�--�O�UM� 1�E� C���iECT10� H�7RIZ�NTA� SH�}F�T SLt�TTED H(JLE�,
<br /> D� UB �� ROW �0 �11� E�T1 � 1� � ETAI �S � BQ �1�ED C� � �1E�TI0 (� �� NE� � �E � _
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<br /> SCALE; 3�4'=1'-0" 5261 S�ALE. NTS ���1 �.
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<br /> D tV ATE SUBTITLE CURRENT REVISION SYMBC}�, DATE
<br /> s�r� ��s�oN a� a���ovEc� �� s�r� ��s��►� �� ,+���ovEo �A�rE �g,y �. �� ACCEPTABIL.3TY R. REEVES 09.�4.15
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<br /> — EDC STAT(C TEST FACILITY W3099715 RLR EO 10.02.15 '�' o� �a�' ,� THIS DESIGN ANDft3R K ���"�E�U�.,.�� W4444664 � Q3,10.1?
<br /> '��`�' 9 SPECIFICATI�N IS APPRQVED R� MORGAN 09.04.15 s��Er
<br /> A EDC STATIC TEST FACILITY — AS—BUILTS W3Q99715 CEI EO 10.03,16 ������,����� �� �, `� APPRC}VEQ BY ���', QaT� �. Mt7R�AN 09.Q4.15 ��� EDC �TATIC TEST FA�I�Iyl1` — PHASE 2 �
<br /> B EDC 51'ATIC TEST FACILITY — PHASE 2 W4440664 CEI EO 03.1 a.17 H�cK� j✓��.� �
<br /> � '� � E. OJALA 09.04.15 ��������J �� �� +ry
<br /> � 33631 � �'� APPRf�V�I] � L Jt7B N0. W�O����� co�p r�o. �'.
<br /> �'ssr���.� �,��� APPRt�VEQ DWG N0. i •.
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<br /> STRUCTURAL MASTER EVERETT, U�A 45-012-�261
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