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2312 W CASINO RD 2020 COMMUNITY TRANSIT Plans 2022-12-02
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2312 W CASINO RD 2020 COMMUNITY TRANSIT Plans 2022-12-02
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Last modified
12/2/2022 12:24:46 PM
Creation date
5/10/2022 4:28:38 PM
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Address Document
Street Name
W CASINO RD
Street Number
2312
Tenant Name
COMMUNITY TRANSIT
Permit
B2003-012
Year
2020
Notes
EXISTING BUILDING RENOVATED INTO NEW ADMINISTRATIVE OFFICE
Address Document Type
Plans
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SCALE: 3" = V-0" <br />VARIES PER <br />WALL TYPE <br />SEALANT <br />ANCHOR TOP AND BOTTOM <br />W/ CONT. REINFORCING <br />HOLLOW METAL FRAME <br />INTERIOR DOOR, SEE DOOR <br />SCHEDULE <br />BUILT-UP BOX HEADER <br />5/8" GYP BOARD EA SIDE, EXTEND TO <br />UNDERSIDE OF DECK AT CORRIDOR/ <br />OPEN CEILING <br />BACKING AS REQ'D <br />INTERIOR DOOR, SEE DOOR <br />SCHEDULE <br />OFFICE <br />TYP I NT DOOR - HEAD <br />SCALE: 3" = V-0" <br />HOLLOW METAL FRAME <br />INTERIOR DOOR, SEE DOOR <br />SCHEDULE <br />WD SHOP CEILING AT <br />(E)BEAM - SECTION <br />SCALE: 3" = V-0" <br />SCALE: 3" = V-0" <br />TYP INT DOOR - JAMB <br />SCALE: 3" = V-0" <br />U <br />w <br /><C z <br />(E) BEAM <br />(N) STEEL ANGLE PER STRUCTURAL <br />WOOD FRAMING TO MATCH <br />EXISTING WALL BEYOND <br />'l <br />(N) 3 5/8" METAL STUD WALL (N) WOOD <br />BLOCKING, SEE <br />(N) CONCRETE SHEAR WALL STRUCTURAL Y <br />y 8 L <br />(N)CONC AT (E)BEAM - <br />10 SECTION <br />A8.12 1 SCALE: 1 1/2" = V-0" <br />PONY WALL - SECTION <br />SCALE: 3" = V-0" <br />E) BEAM <br />(E) BLOWN -IN INSULATION <br />(E) BOTTOM CHORD OF <br />WOOD TRUSS <br />(E) CEILING FINISH <br />RSCI-1 CLIPS AND FURRING <br />'HANNELS <br />2) LAYERS OF 5/8" GYP BOARD <br />kPPLY CONTINUOUS <br />ACOUSTIC SEALANT AT <br />CEILNG AND WALL JOINT <br />E) BEAM <br />ICW CEILING HANGER <br />(E) BOTTOM CHORD OF <br />WOOD TRUSS <br />METAL FURRING CHANNEL <br />METAL HAT CHANNEL <br />(2) LAYERS OF 5/8" GYP BOARD <br />APPLY CONTINUOUS <br />ACOUSTIC SEALANT AT <br />CEILNG AND WALL JOINT <br />3/4" HARDWOOD TRIM <br />1/2" F- STOP REVEAL <br />5/8" GYPBOARD EA SIDE, <br />ALIGN WITH ADJACENT <br />SURFACES <br />(N) 2X6 WOOD STU AT 16" O.C. <br />SISTER ONTO (E) STUD WALL, <br />SEE STRUCTURAL <br />(N) BASE TO MATCH <br />EXISTING <br />(N) GYP BOARD TO MATCH <br />EXISTING, FINISH SMOOTH <br />AND CONSISTENT WITH <br />ADJACENT SURFACES <br />LEVEL\02 <br />Y <br />REF. STRUCTURAL I ^ \ <br />DRAWINGS FOR NEW <br />ATTACHMENT DETAILS <br />(E) STUD WALL <br />'T-` C ° "'" ^^NCRETE <br />EL <br />NSULATIQN <br />VENEER <br />,RD <br />BOARD AS <br />OR SMOOTH <br />F FINISH <br />OF WINDOW FRAME <br />EDGE OF CHAMFER <br />PERIMETER <br />4D <br />OPENING INFILL - WINDOW <br />SCALE: 3" = V-0" <br />ICRETE <br />L <br />4SULATION <br />VENEER <br />RD <br />> OF GYP BOARD <br />EDGE OF CHAMFER <br />'ERIMETER <br />30ARD EACH SIDE <br />KISTING, FINISH <br />) CONSISTENT <br />=NT SURFACES <br />-AL STUD FRAMING <br />JLATION <br />31TIONAL FURRING <br />TRUCTURAL <br />OR CONCRETE INFILL <br />4INGS WHERE (E) <br />BEEN REMOVED. <br />FIND ADJACENT WALL <br />GYP WALL INFILL - PLAN/SECTION <br />SCALE: 3" = V-0" <br />CRETE <br />L <br />ISULATION <br />JENEER <br />ZD <br />OF CONCRETE <br />=DGE OF CHAMFER <br />:EGATE SIDE OF <br />IS EXPOSED <br />IFILL TO EXTENTS <br />AND REBAR PER <br />DRAWINGS <br />JLATION, MATCH <br />CKNESS <br />;D TO MATCH <br />IISH SMOOTH AND <br />WITH ADJACENT <br />CONCRETE WALL INFLL - PLAN/SECTION <br />SCALE: 3" = V-0" <br />PAINTEE <br />ANGLE <br />CORRIDOR <br />N <br />, <br />00 <br />GLASS PARTITION <br />SCALE: 3" = V-0" <br />U) <br />U� <br />ww <br />w <br />co> <br />Q�� <br />LUzw <br />0 J = <br />Z w p <br />w U Z <br />WCL¢ <br />LL_Q <br />w <br />OX HEADER <br />)ARD EA SIDE, EXTEND TO <br />OF DECK AT CORRIDOR/ <br />ING <br />S REO'D <br />\IG <br />FGLASS <br />LAZING CHANNEL <br />ISH AS SCHEDULED <br />LEVEL <br />:SLAB OR GYPSUM <br />CONC UNDERLAYMENT <br />SILL / HEAD <br />Le <br />j . • i , �' IA <br />A <br />SCALE: 6" = V-0" <br />(E) CONCRETE <br />1" SQUARE CONTINUOUS <br />STEEL TUBE RAILING <br />3/4" SQUARE STEEL TUBE <br />SUPPORT @ 3-6" O.C„ WELDED <br />TO BASE PLATE <br />1/2" SOLID STEEL RAIL <br />BETWEEN VERTICAL <br />SUPPORTS. <br />CORRIDOR <br />3/4" WOOD TRIM <br />jj <br />a <br />3" X 6" X 1/4" BASE .� <br />PLATE L� <br />(E) CONCRETE <br />LEVEL 02� <br />LL - SECTION <br />1�1I2" F-STOP <br />REVEAL <br />TRH CONCRETE WALL OPE <br />SCALE: 6" = 1 °-0" <br />PAINTED ALUMINUM <br />ANGLE <br />CONSTRUCTION <br />ADHESIVE <br />3/4" WOOD TRIM <br />OF EVERETT <br />REVIEWIED FOR PERMIT <br />N I N G- JAMB/HEAD- <br />STAMP <br />CONSULTANT <br />TITLE <br /># DATE DESCRII <br />A 04/17/2020 PLAN RED <br />B 05/20/2020 PERMIT F <br />E 07/29/2020 PERMIT F <br />CO <br />Q <br />W <br />ry <br />O <br />�. j <br />z <br />PTION <br />rISIONS <br />EVI EW 1 <br />.EVI EW 2 <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SETIBID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />A8012 <br />Q 2020 OTAK, INC. <br />If this drawing is not 24" x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />
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