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�COL. 4 TRUSS �COL. �.TRUSS <br /> ( ' 8�12'-6"=100'-0° � � I 8�12'-6"=100'-0" I i <br /> � <br /> 12'-6" 12'-6" 12'-6" 12'-6" I SYM ABT� 12'-6° 12'-6" � 12'-6" � 12'-6" SYM ABT� � <br /> JT TO JT�(12)3/4"DIA.A-490 BOLTS . <br /> RT @ COL'S-(8)1"DIA.A-490 BOLTS (8) 1"DIA.A-490 BOLTS i <br /> V=100K I ! � <br /> 10WF49 i V=42.OK ! <br /> 10WF39 <br /> � - - - - -� - - � � _._ _.� ____ __ _t _ � _ _._. �� � __ � _ <br /> �`` -111.0 `� -204.0 �'�� -247.0 `� -281.0 ��- � -69.0 -128.0 � -154.0 � -118.0 <br /> � �`'� �, �'` ���� ��. <br /> .\ <br /> � �, � \ �\ � � ~ �� . <br /> '` ��� ��• `� i `ti �'�.� \ \ <br /> � � <br /> � <br /> � <br /> � �O/.� �, d'/,L ,n 6B ,s� \� 6� � 8 �.n \ 6 ,r, �, 6 � 6 <br /> � .C` �7 ` \ � <br /> o �� ��,p N \ �Q `r� 2 `n `'' �� a -` �'c�j �ri �'c7 'n '`,���2 ��c� <br /> ' x7 '`1. LL- � x7 � �- � X6+ -� ii � x � N o _ x '` � ti o x `S,S �i o X � c� o x cv <br /> �O� �.._ � o°°'o �S�O � cD �p ti.,� � �. ��p 'ti m �° 8�p~`' � � �6 '� � 0 46 m �' �'� cp � <br /> ..\ � �JO �� co `-.,� � .O � � I � .O � N ,O � � co <br /> 1 <br /> i I `�.. I � i '° '`�, I �`� I i I �. 1 �. 1 �. I �'�. I <br /> `' ! `� \ ,� '� '� ., . <br /> .. �� I ,`�` `�.� e ` . i \,� \ . <br /> � '� � '`. � <br /> � <br /> REWFORCEMENT"A° +111.0 � +204A �� +247.0 � �' +69.0 ,, +128A ,, + ,, <br /> `~�, ,, i `* � REINFORCEMENT"B" , I � �., 154A \ � <br /> - - - - y- - � � � _ _ -- - __�-_.- . _ `� _ ---- �-.___-:i_... �. � i_—__ -- _ _ , <br /> � 10WF49 I � <br /> 10WF33 <br /> 3'-0" (4)3/4"DIA. � � 1'-6" CAMBER 1-1/2 3,_Q„ (4)3/4"DIA. � � 1'-6" CAMBER 1-1/2 <br /> A-490 BOLTS S320 0 4 SLOTTED NOLES 4 SLOTTED HOLES � A-490 BOLTS S320 0 4 SLOTTED HOLES 4 SLOTTED HOLES � <br /> 4 SLOTTED HOLES <br /> 4 SLOTTED HO�ES <br /> RT-1 FRAMING ELEVATION A RT-2 FRAMING ELEVATION <br /> B <br /> SCALE: 1/4" = 1'-0" S320 S320 SCALE: 1/4" = 1'-0" S320 S320 <br /> � ' <br /> x1 L1 <br /> b1 x1 L1 <br /> EXISTING <br /> BEAM <br /> x2 L2 � <br /> N �I I b2 � N x2 L2 <br /> BEAM b1 t1 x1 L1 b2 t2 x2 L2 <br /> A)10WF49 9-1/2" 3/8" 3/16" 8-12 4" 3/8" 3/16" 4-12 <br /> B 10WF33 7-1/2" 1/2" 1/4" 8-12 3" 1/2" 1/4" 4-12 <br /> DETAIL � � <br /> SCALE: 1 1/2" = 1'-0" S320 S320 <br /> ,,; <br /> 0' 2' 4' 6' 8' 10' 12' <br /> 1 /4" = 1 '-0" <br /> 0' 6" 1 ' 2' <br /> 1 1 /2" = 1 '-0" <br /> � <br /> � <br /> www.brph.com Copyright02016 <br /> PROFESSIONAL STAMP& Architects, Engineers, Constructors <br /> SIGNATURE APPLIES TO WORK <br /> WITHIN TH�CLOUDED REVISION NEW SHEET 19Q20 33rd Ave W,Suite 530 �ynnwood Office <br /> AREAS ONLY AS INDICATED. tviain#4 5-551�095 n,98036 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> 0 ISSUE FOR CONSTRUCTION (Crane Relocation}(031-053)(16124) CLP NAH 08/17/16 � �o S A N/ FF ; , H SC ESGN B D/R CHECKED �$ �7 �6 FRAMING ELEVATIONS � � <br /> .�,0 F WAS l 16124 � 08 17 16 <br /> T oma ��e ' ��'.� SPECIFICATION IS APPROVED NAH 08 17 16 SHEET <br /> BOE��� � �� �'° } '� �``� ' APPROVED BY DEPT. DATE NANNEER 08 17 16 TITLE FACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20 <br /> CHECKED S 3 2 0 2 O g <br /> ' BUILDING 40 053 <br /> � � 254 1 '� APPROVED � JOB N0. COMP N0. <br /> � RF�1 S T E��`� ��� <br /> WO 15/2899-209 <br /> �sS��NA� ��� APPROVED STRUCTURAL MASTER EVERETT, WA °wc No. 40-053—S320-209 <br /> 40-053—S320 <br />