Laserfiche WebLink
CN <br />CD <br />cv <br />cv <br />I <br />�3 <br />E <br />17FE <br />W <br />C3 <br />m <br />PLAN -OF_ <br />PLATE <br />BLACK POWDER COATED <br />1" X 2" HSS POST <br />2" X 6" X 3/4" PLATE <br />FASTENED TO METAL <br />FRAMING BELOW <br />'LOORING FLUSH <br />EEL PLATE <br />METAL FRAMING, <br />SEE STRUCTURAL <br />TOP POSTF---LOOR MOUNT <br />- SECTION <br />SCALE: 3" = V-0" <br />1" x Z'HSS POST <br />BLACK POWDER COATED <br />3/4" X 1" SOLID STEEL <br />SUPPORT, ANCHOR TO <br />METAL FRAMING BELOW <br />LEVEL <br />HANDRAIL BOTTOM POST - <br />5 1 43!5 <br />5/8" G <br />UNDE <br />ROOF <br />LEVEL_Q?____& I" DUB <br />3" INTEF <br />SEE N <br />SPEC <br />5/8" G <br />roPPING <br />NT AT ALL JOINTS <br />3/4' P <br />SHEA <br />6" ME <br />FRAM <br />'ERS TYPE X GYP <br />O.C. <br />CTION <br />A <br />RETURN AIR DUCT <br />THROUGH ROOF, SEE <br />MECHANICAL <br />v <br />FIRE SMOKE DAMPER, <br />— — — — — — — -- — — — — <br />SEE MECHANICAL El- <br />5/8" GYP BOARD AT UNDERSIDE <br />OF (E) ROOF FRAMING <br />11 I (' ` ; ,l° k j ` k (E) GLULAM BEAM, WRAP <br />PLENUM ALL SIDES W/ 5/8" GYP <br />+ f <br />BOARD AND SEAL JOINTS <br />1" DUCT LINER ON ALL INTERIOR <br />SURFACES, SEE MECHANICAL <br />SPECIFICATIONS 5/8" GYP BOARD <br />314" PLYWOOD SHEATHING <br />J <br />Y <br />V t/% <br />3A <br />SUSPENDED 313 6" METAL STUD FRAMING a 24" O.C. <br />ACOUSTICAL TILE <br />CEILING t BATT INSULATION <br />5/8" GYP BOARD CEILING <br />SCALE: 3/4" = V-0" <br />MECHANICAL SHAFT (SOUTH) - SECTION <br />SCALE: 3/4" = V-0" <br />DEFLECTION HEAD <br />TRACK <br />EXISTING WOOD <br />STRUCTURE <br />DIAGONAL BRACING TO <br />S UCTURE AS REQUIRED <br />EXTEND INSULATION AND GYP <br />BOARD TO DECK BOTH SIDES I <br />WHERESTC > 50 REQUIRED <br />HERE STC > 50 REQUIRED <br />CEILING <br />SUSPENDED ACOUSTICAL <br />N <br />SCALE: 3/4" = 1' 0" <br />INSTALL 1.5" RIGID INSULATION BOARD ) <br />FOR STC > 50, FASTENED TO TOP OF WALL <br />AND BOTTOM OF DECK AND FIT TIGHTLY <br />TO MINIMIZE GAPS AND SEAL JOINTS <br />OFFICE OFFICE OPEN <br />EN <br />p ICE] <br />0 OFF <br />N SIDELIGHT <br />TYP, <br />584' <br />(FEJLEVEU�!­ & <br />570'- 0" <br />a n- 8 S W � ppli r eul A v . ue, Ste 800 <br />Poden- OR97204 <br />*0411 <br />05/20/2020 <br />STAMP <br />I CONSULTANT <br />z <br />0 <br />FINN. <br />z <br />W <br />Ce <br />0 <br />< <br />0 <br />0 q) <br />ce <br />(y " <br />0 <br />Z <br />cl) <br />W <br />LILA <br />> <br />C'q W <br />TITLE <br /># DATE DESCRII <br />8 05/20/2020 PERMIT F <br />C 05/20/2020 PLAN RE\ <br />)TION <br />EVI EW 1 <br />IISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />A8013 <br />@ 2020 OTAK, INC, <br />If this drawing is not 24" x 36", it has been <br />reduces!/enlarged. Scale accordingly. <br />