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HSS2x2x1/4 RAIL HSS2x2x1/4 RAIL <br /> TYP TYP <br /> 3l16 L1x1 TO 3/16 L1x1 TO ,,\ <br /> ��� 3/16 �P ��� 3/16 TYP EXIST ��' <br /> RAIL TO RAIL TO CATWALK � <br /> L1"x1"x1/8"BETWEEN 3116 POST L1"x1"x1/8"BETWEEN 3/16 POST STRINGER � <br /> POSTS(TYP TOP AND POSTS(TYP TOP AND PL 5/16" 1'-7" <br /> BOTTOM OF GUARDRAIL BOTTOM OF GUARDRAIL EXIST <br /> (�' CATWALK ��4 PL 5/16" 1 „ <br /> 1/4 <br /> r TI PLATE PLATE C12x20.7 T/P L A T E 2 CJP <br /> EXTRUDED MESH INFILL EXTRUDED MESH INFILL EL.=171'-2° EL.=171'-2" <br /> HSS2x2x1/4 POST HSS2x2x1/4 POST <br /> � � � @ 6'-3"O.C. �� �� @ 6'-3"O.C. 3/16 <br /> L1 1/2'x1 1/2'x1/4'RAIL L1 1/2 x1 1l2"x1/4 RAIL 3��6 3/16 - ' <br /> 1/4 TYP 3(16 <br /> TYP TYP PL 1/2"x4"x1'-0" "' <br /> 3/16 POST TO C12 PREFABRICATED 3/16 POST TO C12 C12x24J � C12x25 <br /> PL 5116" SLIP-RESISTANT STAIR �''6" 4500° L5"x3 1/2"x5I16"x3'-0"LLV � - � <br /> T/PLATE TREADS&RISERS. 1/4 W/VERT SHORT SLOTTED <br /> EL. 171'-2" PL 5116"@ LANDING L2x2x1/4 @ LANDING. /2 � ) <br /> HOLES TYP <br /> W12X22 PL1l2"x4" 3/16 <br /> PREFABRICATED W�2X22 L3112"x2 1/2"x5/16"x0'-8°LLV TYP <br /> 3/16 BRACKET @ TREADS B/TRUSS 3/16 <br /> 3(16 TYP STIFF PL 3/8" 3/16 TYP EL.=168-10 FV 3/16 @ EA STRINGER W/(2)5/8" <br /> @ POSTS STIFF PL 3/8" 3/16 3/16 f�BOLTS IN HORIZ SHORT <br /> SLOTTED HOLES(TYP) <br /> 2�_g�� �C12x20.7 TYP TYP �@Zx2�5 TYP EXIST TRUSS <br /> L2x2x1/4 @ POSTS 3/1 6 L2x2x1/4 @ POSTS EXIST TRUSS <br /> 2'-6" <br /> SECTION A SECTION B SECTION � SECTION p SECTION E <br /> SCALE: 3/4" = 1'-0° S211 S401 SCALE: 3/4" = 1'-0" S211 S401 SCALE: 3/4"= 1'-0" S211 S401 SCALE: 3/4" = 1'-0" S211 S401 SCALE: 3/4" = 1'-0" S211 S401 <br /> NOTE: <br /> �l MODIFY EXISTING INTERSECTING <br /> U GUARDRAIL FOR CATWALK <br /> OPENING. SEE ARCH. <br /> C12x25 STAIR <br /> STRINGER H <br /> S401 CUT TOP OF EXISTiNG <br /> L3x3x1/4x0'-3" STRINGER FLUSH TO PLATE AT <br /> EA STRINGER CUT AND REMOVE TOP EXISTING CATWALK <br /> OF EXISTING STRINGER CONNECTING CATWALKAFTER <br /> ADDING REINFORCING ANGLES <br /> RELOCATED AFTERL3x3sINSTALLED <br /> EXIST <br /> MAINTENANCE <br /> CATWALK � <br /> PLATFORM T/PLATE PLATE <br /> 3/16 „ T!PLATE T/PLATE <br /> EL.=156'-10 <br /> ADDED STIFFENER PL 318° o 0 0 0 0 0 0 � EL. 171'-2" EL.=171'-2° L3x3x1/4x3'-6"NS, <br /> @ EA STAIR STRINGER `- L3x3x1/4x2'-5"FS <br /> C9x15 ON END OF ATTACH TO EXIST pL 5/16"ON <br /> 3/16 2-12 MAINTENANCE PLATFORM. L3x3 NS&FS STRWGER Wl 112'�l <br /> 3116 2-12 WELD TO PLATFORM BOLTS @ 6"OC INTERSECTING <br /> CATWALK <br /> STRINGER SPLICE CLIP 2�_6�� <br /> RELOCATED <br /> MAINTENANCE W12x22 <br /> PLATFORM <br /> SUPPORT <br /> SECTION F SECTION � SECTION H <br /> SCALE: 3/4" = 1'-0" S211 S401 <br /> SCALE: 3/4" = 1'-0" S211 S401 SCALE: 3/4" = 1'-0" S401 S401 <br /> � <br /> 0' 6" 1 ' 2' 3' 4' <br /> 3/4" = 1 '-0" <br /> � <br /> brph.com Copyrighto 2016 <br /> PROFESSIONAL STAMP& Architects, Engineers, Constructors <br /> SIGNATURE APPLIES TO WORK NEW SHEET �ynnwood Office <br /> 19020 33rd Ave W,Suite 530 <br /> WITHIN THE CLOUDED REVISION �ynnwood,washington,98036 <br /> AREAS ONLY AS INDICATED. Main#425-255-1095 <br /> DRAWN DATE SUBTITLE CURRENT REVISION 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 /> 0 ISSUE FOR CONSTRUCTION (Crane Relocation)(031-053)(16124� CLP NAH 08/17/16 ���oF WASN,�F� THIS DESIGN AND/OR NAH KED 08 17 16 SHEET <br /> , � SPECIFICATION IS APPROVED <br /> BOE,��� ��a �e �, � � � APPROVED BY DEPT. DATE NAHNEER 08 17 16 TITLE FACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20 5401 ��O�J <br /> ` CHECKED <br /> 0 254 1 � APPROVED B U I LD I N G 40-053 JOB No. WO 15/2899-209 COMP N0. <br /> ,� '9F� E� � <br /> FSS�ONATE��NG\ APPROVED STRUCTURAL MASTER EVERETl-, Wq °wc No. 40-053—S401 -209 <br /> 40-053—S401 <br />