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,:�. <br /> :,: <br /> METAL CLIP, (TYP) <br /> C8 CHANNEL CONCRETE WALL <br /> NOTE: JAMB FRAME -�— a G <br /> METAL LADDERS SHALL NOT BE USED WHERE � - a a � ° <br /> THERE IS A POSSIBLITY OF CONTACTING ENERGIZED MEtAL WALL Q a 4 . ' •t <br /> � � „ EQUIPMENT. P A N E L MEfAL SIDING ABOVE I d ' <br /> ., 2 -4 ° <br /> , � a B <br /> �_ ° a • . <br /> BE'�T METAL JAMB N a � � N A501 <br /> � BAR 2 1/2"x3/8" � BENT METAL JAMB � � . <br /> SIDERAILS � � ,.�, O O ,,,., = , <br /> — PARAPET WALL (BEYOND) � <br /> � BAR 2 1/2" X 3/8� CLIPS-BOLTED TO WALL » <br /> � WITH 5/8"' BOLTS CURTAIN � 5 CURTAIN <br /> 5» � � . <br /> 6AR 1 1/2"x3/16" VERTICAL BARS � I <br /> � �— � . <br /> „ n , ,� �"� TIE R�D W/ <br /> o BAR 2 x1/4 INTERMEDIATE HOOP AT 4-0 O.C. CLEVIS AT EACH END <br /> MAX O�ERHEAD DOOR JAMB DETAI � � <br /> � <br /> ' @ GIRDER 2 O�ERHEAD DOOR JAMB DETAI � 3 <br /> o STEEL LADDER W/ 3/4"� RUNGS � 12"O.C. <br /> o SCALE: 3"=1 '-0" A350 A501 SCALE: 3"=1 '-0" A350 A 1 <br /> � METAL ROOF W/ END CLOSURE <br /> � <br /> � <br /> " SIDING . <br /> A META END CLOSURE � <br /> A501 FLASHING W/ 1�" OPENING � <br /> " PLATE � ' <br /> � <br /> o g 3"x3" FORMED METAL GUTTER <br /> � SLOPE BOTH DIRECTIONS. <br /> o ' EXTEND FLASHING BACK 12" <br /> 0 <br /> � WT 8x13 TAPERE� � � _ <br /> BAR 2 1/2"x3/8" STEEL LADDER Wf J"� o � o � <br /> BOTTOM HOOP RUNGS � 12" O.C. <br /> 0 2 YA � r�� 3" TYPICAL • <br /> � n I (�- p L <br /> 2 -8 8" STEEL BEAM WELD �� COUNTER FLASHING <br /> � TO C8 JAMB W/ DRIP <br /> — 2._0» 3x3 CHANNEL <br /> _ <br /> `o ` 1'-6" <br /> o ' � <br /> � � <br /> � <br /> _� � — �\ <br /> � � � 3"� DOWNSPOUT <br /> T � � ��/U, <br /> o ASPHALT SEE CNIL � EACH END <br /> � � S <br /> N � 4Q. <br /> � �P B HOOP `� <br /> RI OR WE L) <br /> 1-Y�"x3r�6" VERTICAL BARS , <br /> 1 �"� POST � <br /> �, TRANSLUCENT <br /> PANELS <br /> �ADDER SIDE ELE�ATION � �ADDER ION a <br /> SCALE: 3/4"=1 '—�" A60 A501 LE: 4"=1'-0" A5Q <br /> � <br /> 3 5/8A M AL STUDS <br /> C� 1 0. . <br /> � : <br /> i <br /> I <br /> ' I s I I <br /> � ` 12" I I \. <br /> , <br /> � FRP GLU /8" � R ILIEN NELS 2"� POST � � �— SEf SCREW <br /> WAT TANT � � 4" . � � . <br /> E <br /> � 4"0 OVERFLOW � � �- <br /> � 1" FLAIR QPENING I I � `v , <br /> � <br /> I I � <br /> STEEL PLATE I 3° SOUND INSULATION � � <br /> I (STC 47-50) � � ( � <br /> I o I I <br /> � �/$„ �WB N ROOF BEYOND i i <br /> Q I EAM � 4„— I f <br /> I <br /> — — — � <br /> �, ( � 4" S4 GALV I �' .d ` ( I a a Q .� <br /> o. <br /> � DOWNSPOUT � . . o) � 4 ° a 6 <br /> I BOLTS SET � , <br /> � IN EPDXY ° <br /> SIDIN � <br /> � METAL DECK � <br /> � " <br /> � � GONCREfE <br /> a � <br /> � <br /> � <br /> 0 <br /> 0 <br /> I <br /> � <br /> � <br /> / <br /> ; CAf� OPY P �A�1 �IEW ECTIOf� � WA�� SECT10 �1 � SCUPPER DETA1 � 4 REMOVEAB �E RAIL DETAIL � META� CA�IOPY SECTION a �� <br /> � " ' � SCALE: 3"=1'-0" SCALE; 1 1 2"=1 '—Q" SCALE: 1 1 2"=1'-0" SCALE: 1 1 2"=1'-0" <br /> -� SCALE: 3 =1 —0 A501 A110 A501 f A110 A501 � A110 A501 � A60 A501 • <br /> � � <br /> � <br /> Y <br /> O <br /> � . <br /> 3 <br /> a • <br /> / <br /> C..) <br /> � <br /> Li <br /> � <br /> � <br /> S� REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUeI'ITLE CURRENT REVISION SYMBO� DATE � <br /> ACCEPTABILITY CHE K D 05.11.11 SECTIONS AND DETAILS 10011818 A 05.11.11 ^ <br /> 4 <br /> A WWTP - ISSUED FOR CONSTRUGTION - RECORD 10011818 URS GEMZA 11.14.12 THIS OESIGN AND/OR � � .� <br /> SPECIFICATION fS APPROVED MUENCH 05.11.11 SHEET c� <br /> �OE���� ENGINEE TITLE WASTEWATER TREATMENT PLANT Z ' <br /> APPROVED BY DEPT. DATE GEMZA 05.11.�� ��� � W <br /> CHECKED <br /> APP OVED 05.1.,' B U I L D I N G 45 08 0 . � <br /> � JOB N0. COMP N0. <br /> MocKos o5.>>.>> 10011818 � <br /> APPROVED DWG N0. <br /> TURSCHMID o5.11.11 ARCHITECTURAL MASTER EVERETT, WA 45-08—A501 <br />