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Q <br />CV <br />O <br />O <br />O <br />O <br />CV <br />O <br />CV <br />N <br />L: <br />X <br />(1) <br />co <br />I <br />Z <br />I <br />UI <br />L <br />L <br />O <br />U <br />L <br />O <br />LL <br />I— <br />N <br />00 <br />U <br />E <br />U <br />O <br />0 <br />X <br />U <br />g <br />U <br />L <br />A <br />EXTERIOR WALL (ED CONDITIONED SPACE <br />SIDING PER EXTERIOR ELEVATIONS O/ <br />FURRING STRIPS O/ <br />R 8.5 MIN CONTINUOUS INSULATION O/ <br />SHEATHING PER STRUCTURAL OR <br />DENS -GLASS SHEATHING O/ <br />FRT FRAMING PER STRUCTURAL <br />W/ R-18 BATT INSULATION <br />W/ 5/8" PAINTED GWB @ INTERIOR <br />ROOF SYSTEM (&_ SLAB <br />FULLY ADHERED MEMBRANE ROOFING O/ <br />UNDERLAYMENT PER MANUFACTURER O/ <br />POTECTION BOARD O/ <br />R-38 CONTINUOUS INSULATION O/ <br />CONCRETE PER STRUCTURAL <br />INTERIOR WALL <br />5/8" GWB O/ <br />METAL STUDS W/ SOUND <br />BATT INSULATION O/ <br />5/8" GWB <br />HALLWAY <br />iu <br />:: <br />• I::IN <br />BASKETBALL <br />INTERIOR SLAB ON GRADE <br />FINISH COURT FLOORING <br />4" CONCRETE SLAB PER STRUCTURAL <br />(RECESS 2-3/4") <br />6 MIL. VAPOR BARRIER <br />4" CAPILLARY BREAK LAYER AS DESIGNATED <br />BY GEOTECHNICAL REPORT. <br />© ► • ► IWO1111IIIIIIII <br />EXTERIOR WALL Ca CON[ <br />SIDING PER EXTERIOR EL <br />FURRING STRIPS O/ <br />R 8.5 MIN CONTINUOUS IP <br />SHEATHING PER STRUCT <br />DENS -GLASS SHEATHING <br />FRT FRAMING PER STRUT <br />W/ R-18 BATT INSULATIOP <br />W/ 5/8" PAINTED GWB @ I <br />DOUBLE <br />EXTERIOR WALL <br />8 CONDITIONED SPACE <br />SIDING PER EXTERIOR ELEV <br />FURRING STRIPS O/ <br />R 8.5 MIN CONTINUOUS INSL <br />SHEATHING PER STRUCTUR <br />DENS -GLASS SHEATHING O/ <br />FRT FRAMING PER STRUCTI <br />W/ R-18 BATT INSULATION O, <br />SHEATHING PER STRUCTUR <br />(CONTINUED FROM UPPER F <br />FRT FRAMING PER STRUCTI <br />W/ 5/8" PAINTED GWB @ INTI <br />'KE <br />onnr cvOYCRA /--% 0n0KET0A1 L COURT <br />BRANE ROOFING O/ <br />MANUFACTURER O/ <br />>ULATION O/ <br />JCTURAL O/ <br />>TRUCTURAL <br />-FIT PANEL O/ <br />STRUCTURAL <br />3EAM PER <br />ZAL <br />@ 12'-8" <br />R.C. ROOF <br />T.O.S. <br />O <br />ROOF SYSTEM (a-) SLAB <br />FULLY ADHERED MEMBRANE ROOFING O/ <br />UNDERLAYMENT PER MANUFACTURER O/ <br />POTECTION BOARD O/ 1 1 1 <br />R-38 CONTINUOUS INSULATION O/ <br />CONCRETE PER STRUCTURAL <br />2X8 FRAMING FOR GUTTER MOUNT <br />R-38 SPRAY -IN FOAM <br />INSULATION I I I <br />DROP SOFFIT I I I <br />SEE RCP SHEET A702 <br />FOR LIGHTING <br />LAYOUT <br />47 <br />°•_ _ - a 4- - d- <br />EXTERIOR WALL Ca CONDITIONED SPACE <br />SIDING PER EXTERIOR ELEVATIONS O/ <br />FURRING STRIPS O/ <br />R 8.5 MIN CONTINUOUS INSULATION O/ <br />SHEATHING PER STRUCTURAL OR <br />DENS -GLASS SHEATHING O/ <br />METAL STUD FRAMING <br />W/ R-18 BATT INSULATION <br />W/ 5/8" PAINTED GWB @ INTERIOR <br />SEE SHEETS A460-A462 FOR <br />WALL AND FLOOR SECTIONS AT <br />RESIDENTIAL UNITS <br />RESIDENTIAL UNIT <br />@ 12'-8" <br />4 • a <_ = ,d<_ _ a < ..- R.C. ROOF <br />T.O.S. <br />.dam' a, a <br />HALLWAY <br />INTERIOR SLAB ON GRADE <br />FINISH FLOORING <br />4" CONCRETE SLAB PER STRUCTURAL <br />6 MIL. VAPOR BARRIER <br />4" CAPILLARY BREAK LAYER AS DESIGNATED <br />BY GEOTECHNICAL REPORT. <br />@° — — — — — R. C. FLOOR ' a <br />T.O.S. ooDo o 0. �06-, <br />,p 4 Do o <br />11=1 11=1 11=1 11=111=1 III=1=1 <br />II I I=III=III=III=1I1=1I I '°•=� : I1=1I1=1I I <br />III —III —III —III —III —I - "- III —III —II <br />III —III —III —I � 1-111-1 � a 1 � 1-111-11 <br />III=1 1=1 1=1 1-1 1 11=111=1 11 <br />III —III —III —III " _ ; � : °_ ': `• �=a ° ":' .. I=11 <br />©REQ CENTER•►S - BASKETBALL COURT <br />INTERIOR WALL <br />5/8" GWB O/ <br />METAL STUDS W/ <br />SOUND BATT <br />INSULATION O/ <br />5/8" GWB <br />VESTIBULE <br />.' . FLOOR <br />-log <br />OHNSON BRAUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, <br />Jeffrey A. 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