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0 <br /> 8 `�,. <br /> �� � ����,� LEG EN D <br /> �� � �� <br /> 25'-0" �° ` <br /> XXXXXXXXXXX <br /> 6,� 6�, .:�. <br /> � ;:_€ . <br /> 24'-0"CLEAR OPENING � EXIST BEAM ' <br /> � I ' <br /> I <br /> H � EXIST GIRT <br /> A �S210 <br /> � � � <br /> I � EXIST GIRT <br /> � GENERAL NOTES � <br /> � , <br /> � xxxxxxxxxxxx <br /> � EXIST GIRT " <br /> � � � <br /> f <br /> � ( 2 <br /> ,�... <br /> :+q <br /> � T/SLAB <br /> � <br /> EL.=100'-0" <br /> � � SECTION <br /> q O <br /> SCALE: 1/4" = 1'-0" S210 S210 <br /> CONSTRUCTION NOTES ��� <br /> � RE-ATTACH EXIST GIRT TO RELOCATED COLUMN. <br /> � I � � a L_. 1 � <br /> � RELOCATED COLUMN. MATCH EXISTING BASE AND TOP <br /> CONNECTIONS. <br /> HSS4x4x1/8 STUB THRU WALL TO <br /> TYP ( EXIST COLUMN(TYP)(EXTEND TO <br /> STUB TO 3��6 1/2"MIN BEYONQ HEADER) <br /> HSS10x2x1/4 COL T/STL <br /> EL.=116'-6" <br /> ,,�-., <br /> HSS8x2x1l8 HSS8x2x1/8 HSS8x2x1/8 T/CLEAR `:� , <br /> � ( � OPENING <br /> � 3/16 HSS10x2x1/4 EL.=114'-0" <br /> TYP 3/16 TYP � <br /> TYP 3/16 y <br /> 3/16 HEADER <br /> TO STUB <br /> z z <br /> REFERENCE DRAWINGS <br /> � � <br /> o �, � o XXXXXXXXXXX <br /> I , NOTE: c� <br /> X M � <br /> � X PROVIDE 1/4"CAP PLATES ON o � � <br /> N � ALL EXPOSED ENDS OF HSS � � <br /> � <br /> w = � y <br /> = w <br /> O = . <br /> � <br /> 3/16 TYP <br /> I � L4x4x1/4x0'-8"W/(2)5/8"� � T/SLAB <br /> �� ') <br /> � ! 2 ADHESIVE ANCHORS TYP <br /> � �-�a2 22'-9"CLEAR OPENING (EDGE DIST=1 1/2' EL.=100'-0" <br /> �.,, <br /> B � � , <br /> S210 ` <br /> /'�``` , <br /> _ - -- - - - � SECTION B - <br /> ( � SCALE: 1/4" = 1'-0" S210 S210 <br /> PLAN VIEW <br /> ;�.,. <br /> �:,. <br /> PARTIAL FIRST FLOOR PLAN <br /> SCALE: 1/4" = 1'-0" � `� Y, <br /> 0' 2' 4' 6' 8' 10' 12' <br /> 1 /4" = 1 '—0" <br /> � <br /> www.brph.com Copyrighto 2016 <br /> PROFESSIONAL STAMP& Architects, Engineers, Constructors <br /> SIGNATURE APPLIES TO WORK <br /> WITHIN THE CLOUDED REVISION NEW SHEET 19020 33rd Ave W,Suite 530 �ynnwood office <br /> Lynnwood,Washington,98036 <br /> AREAS ONLY AS INDICATED. �vlain#425-255-1095 ' <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBO� DATE <br /> 0 ISSUE FOR CONSTRUCTION Crane Relocation 031-053 16124 CLP NAH 08 17 16 ��DoSWAy �� HSCESGNB D' R CHECKED 08 1� �6 FRAMING ELEVATIONS 16124 O 08�17�16 „ � <br /> ( )( )( ) / / � � F / <br /> � � �� SPECIFICATION IS APPROVED NAH 08 17 16 sHEET <br /> BOE��� � °'a� "'° � ' '� ��' ' APPROVED BY DEPT. DATE NAHNEER 08 17 16 TITLE �ACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20 <br /> CHECKED S 210 �0 V <br /> o� ��G254 1��0 �� APPROVED B U I LD I N G 40�0�� �oB No. WO 15 2899-209 COMP N0. <br /> F �STE � / <br /> ss,oNA� �N� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc r,o. 40-053—S210-209 <br /> 40-053—S210 �� <br /> ;'. <br /> , :;` . <br />