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10" � <br /> A EXST TRUSS EXST TRUSS EXST TRUSS <br /> EXST TRUSS BOTTOM CHORD BOTTOM CHORD BOTTOM CHORD EXST TRUSS <br /> �BOTTOM CHO D (4)1"DIA.BOLTS IN I � BOTTOM CHORD <br /> (4)1"DIA.BOLTS IN <br /> STEEL BEAM, EXISTING HOLES OR�IELD 114 1�4 EXISTING HOLES OR FIELD 1/4 (4)1"DIA. BOLTS IN <br /> DRILLED STD HOLES IN A STEEL BEAM, DRILLED STD HOLES IN A EXISTING HOLES OR FIELD - <br /> 1/4 SEE PLAN 5 1/2"x 51/2"GRID SEE PLAN STEEL BEAM, 5 1l2"x 5 1/2"GRID DRILLED STD HOLES IN A <br /> SEE PLAN STEEL BEAM, <br /> � <br /> \ T/STL \ T/STL \ T/STL SEE PLAN \ 51/2"x 5 112"GRID T/STL ,.i't <br /> EL. 168'-10° , EL. 168'-10" EL 168'-10" <br /> PL 318"x3 112'1x9"WI o � SIDE PL NS&FS.SE 3!8' STIFFENER SIDE PL NS&FS.SEE EL. 168'-10° <br /> 3 1"Q1 BOL S PL,NS&FS �� SIDE PL NS&FS.SEE (. SIDE PL NS&FS.SEE U <br /> � � o SECTION F/S400 SECTION F/S400 SECTION FIS400 <br /> SPACING=3' a �J 3/8"STIFFENER SECTION F/S400 I � <br /> EDGE DIST=1 1/2" 1/4 �,� 3/8"STIFFENER �I 3/8"STIFFENER � PL,NS&FSNER <br /> =-4-- PL,NS&FS --1�— PL,NS&FS —�— PL,NS&FS �-�I-- <br /> 1/4 � SPLICE PL NS&FS.SEE 3/16 I SPLICE PL NS&FS.SEE I SPLICE PL NS&FS.5EE I+ SPLICE PL NS&FS.SEE <br /> 114 1/4 � SECTION�/S400 3116 I �r SECTION G/S400 ��4 �� SECTION GlS400 ��4 �� SECTION GlS400 3/16 <br /> TI STL PL 318" TI STL TI STL 3/16 <br /> T/STL CRANE HANGER. <br /> ' ' SE�APPLICABLE <br /> EL. 166'-10" L4x4x1/4.IN�TALL AFTER EL. 166'-10" ` EL. 166'-10" = EL. 166'-10" � DETAIL THIS SHEET. <br /> 3/16 HANGER STUB. SEE ALL ADJUSTMENTS TO HANGER STUB. SEE a HANGER STUB. SEE HANGER STUB. SEE <br /> � SECTION H/S400 HANGER AR�COMPLETE SECTION H/S400 6�� SECTION H/S400 60 0 � `� <br /> , SECTION H/S400 � � <br /> L4x4x1/4.INS�ALL AFTER SEE SECTION K/S400 � SEE SECTION K/S400 SEE SECTION KIS400 , � <br /> ALL ADJUSTMENTS TO TYP FOR BOLT PATTERN ��� FOR BOLT PATTERN �"' SEE SECTION K/S400 <br /> 2 3x3x1/4x0'-9"W/ 2 <br /> HANGER AR�COMPLETE FOR BOLT PATTERN 3/16 1 FOR BOLT PATTERN ) <br /> PL 3!8"NS&FS PL 3/8"NS&FS PL 3(8"NS&FS PL 3/8"NS&FS 3(4"f�BOLTS IN 1 1/2" <br /> LONG SLOTTED HOLES <br /> STEEL BEAM, STEEL BEAM, STEEL BEAM, STEEL BEAM, �� <br /> SEE PLAN SEE PLAN SEE PLAN SEE PLAN <br /> � <br /> EXIST COLUMN STEEL BEAM, <br /> SEE PLAN <br /> I COLUMN EEL ���TION B SECTION � �7GCTION <br /> � S�CTION � <br /> SCALE: 3/4" = 1'-0" CRS160-11 S400 SCALE: 3/4" = 1'-0° CRS160-11 S400 SCALE; 3/4" = 1'-0" CRS160-11 S400 SCALE: 3/4" = 1'-0" CRS160-11 S400 � <br /> ,:. <br /> SECTION A <br /> SCALE: 3/4" = 1'-0" CRS160-11 S400 <br /> 9112" <br /> 1'-01/2" 10" ` <br /> 2" 51/2„ 2" �51/2" f". <br /> 1 l4" 51/2" 1/4' �– ` <br /> 1"THK PLATE 5/8"THK PLATE 10" 1/4 2 3!4'I k 314" W27 CRANE RAIL <br /> N �' �' 1/4" 51/2" 1/4' m STD HOLES FOR �� . <br /> N SLOTTED HOLES FOR `�' (4) 1"�SLIP _ <br /> � (2) 1 1/4"Q�SLIP _ W12x53 � CRITICAL BOLTS `Y' � � �� � � 3/8"THK PLATE <br /> O CV _ _ <br /> - CRITICAL A490 BOLTS N o _ � � T 3/16 N � NS&FS <br /> — — STANDARD HOLES � � I I �� I SLOTTED HOLES FOR � � 3(16 �„ I <br /> �„ — — FOR(4) 1 1/4"f�SLIP '� :�. �� (2) 1 1/4"f�SLIP � � _ � <br /> M CRITICAL A490 BOLTS N I I CRITICAL A490 BOLTS M 1 114"THK PLATE M � I � � I J (4)OT�SL POCR T OR <br /> N -� E A F L A N G E �, � � ONLYS TOP FLANGE <br /> 2" 3" 21/2" 3" 2" BASE PLATE.SEE � <br /> SECTION J/S400 1/4 <br /> SECTION F SECTION � SECTION H �ECTION � SEC�TION K � <br /> SCALE: 1 1/2" = 1'-0" S400 S400 SCALE: 1 1/2"= 1'-0" S400 S400 SCALE: 1 1/2" = 1'-0" S400 S400 SCALE: 1 1/2" = 1'-0" S400 S400 SCALE: 1 1/2" = 1'-0" S400 S400 <br /> � <br /> 0' 6" 1 ' 2' <br /> 1 1 /2" = 1 '-0" <br /> 0' 6" 1 ' 2' 3' 4' <br /> 3/4" = 1 '—0" <br /> - 1 . <br /> � <br /> www.brph.com Copyrighta 2016 <br /> PROFESSIONAL STAMP& Architects, Engineers, Constructors <br /> SIGNATURE APPLIES TO WORK <br /> WITHIN THE CLOUDED REVISION NEW SHEET 19020 33rd Ave W,Suite 53o Lynnwood Office <br /> Lynnwood,Washington,98036 <br /> AREAS ONLY AS INDICATED. Main#425-255-1o9s <br /> DRAWN DATE SUBTITLE CURRENT REVISfON SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O�S A , ` ACCEPTABILITY CLP 08 17 16 STRUCTURAL STEEL DETAILS 16124 O 08/17/16 <br /> �� oF WASti, F THIS DESIGN AND/OR CHECKED <br /> 0 ISSUE FOR CONSTRUCTION (Crane Relocation)(031-053)(16124) CLP NAH 08/17/16 �`� , ti�� SPECIFICATION IS APPROVED NAH 08 17 16 SHEEI' • <br /> � � �Sa ���a- -,�' � �� �� � APPROVED BY DEPT. DATE NAHNEER 08 17 16 TITLE FACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20 <br /> � CHECKED ��0 0 2 0� <br /> � ` ° �UILDING 40 053 <br /> 9 254 1 � APPROVED <br /> _ �oB No. WO 15/2899-209 COMP N0. <br /> a F �F��S T ER`�� ���. <br /> ss,oNAL E�� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-053—S400-209 <br /> 40-053–S400 <br />