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_ _ :� <br /> 1 %6"� EXISTING HOLES IN BOTfOM CHORD 6X A �"-��� Y" GAP, TO TOP OF BO170M FLANGE rr� � <br /> 3Y„ TRUSS BOTTOM CHORD � R � G R D <br /> �,P 9„ V A R I E S F R O M W 1 4 x 1 3 2 T O W 1 4 x 2 1 1 T R U S S B O T f O M C H O R D B R A C I N G <br /> 4y„ i i ,T <br /> ------------------------- -------- - <br /> ^ � ----------------+----_-- -_-----_ - - \ 1� x 5 Y" LG. A325 BOLTS, TYP <br /> `r � i 2 - - i % _ �� � � , <br /> �C�...��---� � C� _ _ I _ _ .,--- ----_. JOINT SHALL NOT <br /> S373 � ��� ���� BE CLAMPED TIGHT 8X �%6"� THRU <br /> ------ - - i • <br /> � B , , , , , , , , B �� \\ 1 " ANCO LOCKNUT, TYP `� <br /> i � �—� � �-� <br /> � � --------------- ------------- <br /> � » --------------- _----_-----_-� . <br /> i 1%s ii �� _ \ <br /> ---- ---- - „ <br /> 2 ii o I ii'ii� i ` � � � � � <br /> S� SHIM AS REQD _ �iL _ r � ---- ---- � � � � i ` <br /> �„ �. <br /> i , <br /> , - - - - ii - - - ; � 2» 5» 2„ B x. <br /> PLATE WASHER � �/ <br /> \ � <br /> \ �. <br /> �»+���s" �� � <br /> , � <br /> TYP 5 -o �\ i <br /> �s SPLICE PL1"x10"x10" 4��� A325 TENSION � -�.1__�_--�' <br /> BRIDGE END � ASTM A572-50 CONTROLLED BOLTS, TYP » 1%4" THREAD LENGTH - <br /> EA SIDE 5Y SECTION B-B <br /> TRUCK ASSEMBLY RUNWAY RAIL <br /> BY OTHERS SHIM AS REQD SECTION A-A SEE PLAN RUNWAY RAIL SLOTS <br /> A ' <br /> RUNWAY AND HANGER DETAIL AT RU �IWAY SP �ICE ��CATI0 �1 � . <br /> SCALE: 1 1/2"=1'-0" <br /> S372 S373 <br /> �._,� <br /> �-�, B <br /> GR D .. <br /> 2,_6„ _ , <br /> i i g: <br /> `�' L8x6x1 x2'-6" ASTM A36 <br /> � ..� - - TRUSS BOTTOM CHORD W14 <br /> , �, �, - - <br /> i - - � TRUSS BOTfOM CHORD BRACING <br /> �'--� -�Y � 2X �%s"� THRU - - - - <br /> 2'-0�" - 4" <br /> � ,_�„ 2 4„ � � � � � � � � � F <br /> 2 '� <br /> �,, 4„ <br /> ��» <br /> 2 , <br /> 2 : .�-� <br /> 4" — z. . <br /> � <br /> � = <br /> � <br /> � 4X 1Ys��� THRU „ (2) L5x5x%4x10" - <br /> � � �o�� ASTM A36 <br /> NOTE: SIMILAR TO 1/S373 EXCEPT AS SHOWN. �� <br /> i <br /> i i <br /> TYPI �AL RU WAY ' � <br /> � <br /> ► <br /> HANGER DETA � � 2 A�ID HA�1 � ER DETA � W OUT SP �I � E A � .y <br /> SCALE: 1 1 2"=1'-0" SCALE: 1 1 2"=1 '-0" � <br /> � S373 � S7 S373 <br /> � <br /> �� � <br /> "� RUNWAY RAlL, SEE PLAN * _ <br /> i y4 3 SIDES, TYP , <br /> i <br /> i <br /> RUNWAY TERMI �lAT101� AND HA�JGER DETAIL AT B � RID � � - <br /> � � � � � � � � SCALE: 1 1/2»=1 ,_0„ S7 S373 � <br /> x <br /> � ; , <br /> �lT�t �� �V���1C� <br /> ��Vl���l�n �+�� ����1�' <br /> � ,_6» . <br /> R U N WAY <br /> NOTE: SIMILAR TO 1/S373 EXCEPT AS SHOWN. QFFMAN •. <br /> I S S U E F O R P E R M I T N G I N E E R S <br /> T E R M I �1 AT 0 N A�l D N A I� G E R AT Q G R I D g 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 <br /> SCALE: 1 1/2"=1 '—Q" S7 S373 <br /> 0�■ A O. /'1 O A �J Ph 206.623.0717�fax 206.624.3775 <br /> I / -� � coffman.com <br /> !� <br /> LASTING creetivity�resulis�re�tionships <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTffLE CURRENT REYI510N SYMBOL DATE <br /> �g,Y W• oJ ACCEPTABILITY R. WADE �o.3a.�5 gRIDGE CRANE RUNWAY & HANGER DETAILS W4440664 g o3.�0.�� <br /> — EDC STATIC TEST FACILITY W3099715 CEI EO 10.30.15 c�,�',�,�F As ly THIS DESIGN AND/OR CHECKED <br /> �`� SPECIFICATION IS APPROVED R. MORGAN 10.30.15 sHE�r <br /> A EDC STATIC TEST FACILITY — AS—BUILTS W3099715 CEI EO 10.03.16 �OE ��� � �, � APPROVED BY DEPT. DATE R.GMORGAN 10.30.15 �T�E EDC STATIC TEST FACILITY - PHASE 2 <br /> B EDC STATIC TEST FACILITY — PHASE 2 W4440664 RGW EO 03.10.17 � CHECKED ��7 3 . <br /> '� E. OJALA 10.30.15 1 <br /> � �"� ��33881��,� �'W� APPRo�Eo B U I L D I N G 45�o I � JOB N0. W3099715 COMP N0. <br /> �S'Sj�NAL���� APPROVED DWG N0. I <br /> STRUCTURAL MASTER EVERETT, WA 45-012—S373 <br /> 3917 <br />