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tt� <br /> tJa CI} c/") k— ' �,.. <br /> c o � � BM � � COL � �. Ct�� ��� <br /> m m o � m � <br /> =� � m � �- SI � � I�E R�� BO �TED �� �II� ECTI � f� �� NED �JLE Q� � � �.E R�� �Q �TED �Q� � E�TIO � �� � ED�1 �E <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 <br /> :� � � ' z � , � � SCNED <br /> � � � � � � :� i <br /> ;�- �,, ;� 3 SE� SCNED FOR �.. SEE SCN�D FOR ;� SEE SCHED FOR VERTICA� N0. �F CQNN--PI� WE�D H-P� MIN VERTICAL NC}. OF Ct�NN-PL WEI.D H-PL MIN <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� <br /> �� _ � � _ _ � � _ - �� � �"� $ /� — — w�X�� ��.� ��} ��� Y � � a.�e� � <br /> �' � �, � I �, �� C12x�0.7 23.1 � ) `�*t <br /> "' � i `1' � � i ' "' °- �i � 3 �"� � �s - 0,217 W10 22.2 (4) %�"� Y2 s � 0.472 <br /> _ I � , , _ � „ c��X��.� �7.� ( � <br /> � i � � � � � ii � <br /> _ _ — w���� 1�.o ��} '�"� % %� Y a,��� ��� ��.� �e} �»� Y � � o.��� <br /> ............. .....,::� �— <br /> , s�� w�o ��.o {�� �"� � �� � o,��o w�4 4c�.4 ��� ,�:,� Y r % a.��-5 <br /> SCf-IED � Cal.. F�G � » 3 � , » � <br /> sEE ��T�SEE S�N�D w�� ��.� ��) � � ,� /� Y o.��� w�s ��.� ��} � � Y � � o.��� <br /> sc��� sc�E� „ 3 w�� ��.� ��� �"� � �� � c�.��� w�� ��.� {�o� �"� Y % %4 c�.��s <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� . <br /> w�.� ���.s C7� �"� Y � $ 0.��7 w�� z�s.� ���) �"� r Y �Y o.��� <br /> � � �� � �� �l.J V V �� I V �� �� I � �1 �� � L� I t 1� �� � W30 143.4 (�) �'�� � � � Q.28fl W36 326.3 �20} 'b"� � � 1� 0.471 <br /> sca��: �l�-'—� '—�" s��� w�� ���.c� C�� �"� � 1 i �.��� w4o ���.� ��2� �"� i Y �Y o.�7� <br /> � <br /> �v�s �sa.3 {�a) 7�„� y � � 0.27� ��� ��� .� {��-} �„� � � �� �,4�� ;:�`: <br /> � � � � w�-c� ��o,� �� �� �}'� Y 1 % c�.2s� . <br /> � � �M —� �. co� --� � co� <br /> .�,. � c ..ra� ; `�m � W44 192.9 (12} �"� � � � Q.2fi5 � <br /> �- «� °� �. I �. _ <br /> r a n� d- � �1- I �,: �,f �» <br /> � I Z» �rr �n � �x: �:a �tr t~ ��E Lrt.JIY�(...��I�N IVV I��: <br /> J <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. � <br /> T-. t-- � { � <br /> ;- ._ <br /> �������,, <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 � _ <br /> . <br /> SCALE; 3�4'=1'-0" 5261 S�ALE. NTS ���1 �. <br /> �....�.�- a...�- , <br /> .:,: <br /> �I`�Y �}� �V�I��"�� <br /> �����.��� Fc�� P��1���' <br /> .�- <br /> ������ . <br /> I��� E F�� PE�� IT ��.� <br /> N G I N E E R S - , <br /> f'��■ � �■�� � � 1601 Fifth Avenue,Suite 900(Seaktle,WA 98101 _ <br /> 11�� ph 246.623.07'E7�fau 2Q6.62d.3775 <br /> coftman.com <br /> �ASTIF[G creativily�rs�lta(rala�ana�ips * ' <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 <br /> i <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 •. <br /> _� , <br /> STRUCTURAL MASTER EVERETT, U�A 45-012-�261 <br /> 3 9 1J <br />