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_ —- <br />Q <br />20 <br />A500 <br />, <br />o <br />TYPICAL ROOF/CEILING ASSEMBLY - 1 HOUR <br />77 <br />COMPOSITION SHINGLE ROOFING <br />N <br />- — - <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />o <br />TERMINATE TOP OF WATER <br />gA <br />ROOF SHEATHING PER STRUCTURAL <br />N <br />RESISTANT BARRIER W/ SEALANT. <br />PRE -MANUFACTURED ROOF TRUSSES @ 24" O.C. <br />CDTYP. <br />(AIR BARRIER) <br />R-49 BATT INSULATION <br />CD <br />1/2" RESILIENT CHANNELS @ 24" O.C. <br />5/8" TYPE W GWB, PAINTED @ BOTTOM FACE OF <br />ASSEMBLY <br />00 <br />a <br />0 <br />H <br />O <br />d <br />J <br />LL <br />00 <br />LO <br />W <br />uj <br />Q <br />z <br />Lu <br />J_ <br />LL <br />NOTE: LVL 5 NOT SHOWN <br />TOP OF PLATE <br />TOP OF GYPCRETE/ LVL 6 <br />TOP OF PLATE <br />SEAL TOP PLATE OF STUD <br />WALL (AIR BARRIER) <br />TYPICAL FLOOR/CEILING ASSEMBLY - 1 HOUR <br />FLOOR FINISH MATERIAL <br />GYPCRETE TOPPING <br />SOUND CONTROL MAT @ HARD FINISH AREAS <br />FLOOR SHEATHING PER STRUCTURAL <br />,R FRAMING PER STRUCTURAL <br />JD CONTROL INSULATION <br />ESILIENT CHANNELS @ 24" O.C. <br />YPE W GWB, PAINTED @ BOTTOM FACE OF <br />M BLY <br />OF GYPCRETE/ LVL 4 <br />�4 GARAGE ENTRY WALL SECTION (GABLE) <br />1/2" = 1'-01, <br />OF PLATE <br />:AL EXTERIOR WALL ASSEMBLY - 1 <br />t <br />t-CEMENT SIDING <br />WEATHER RESISTIVE BARRIER <br />RIOR SHEATHING PER STRUCTURAL <br />RIOR WALL FRAMING PER STRUCTURAL <br />BATT INSULATION <br />YPE W GWB, PAINTED @ INSIDE FACE <br />3SEMBLY <br />OF GYPCRETE/ LVL 3 <br />OF PLATE <br />2 SPRAY FOAM <br />>ULATION <br />P OF CONCJ LVL 2 <br />AL FLASHING <br />:R PROTECTION <br />RD <br />?" R-10 RIGID <br />JLATION AT SLAB <br />;E <br />ICAL SLAB ON GRADE ASSEMBLY <br />ICRETE SEALER <br />ONCRETE SLAB PER STRUCTURAL <br />OR BARRIER <br />APILLARY BREAK LAYER PER <br />)TECHNICAL REPORT <br />1.C./ LEVEL 1 <br />20 <br />A500 <br />BUILD OVER GABLE <br />FRAMING PER STRUC <br />FIBER -CEMENT <br />EXTERIOR FINISH <br />TYP <br />FIBER -CEMENT <br />TRIM, TYP <br />O <br />O <br />Irf <br />00 <br />LOa <br />0') O <br />i+o ~ <br />Lo O <br />H <br />1 1/2" R-10 RIGID <br />INSULATION AT <br />SLAB EDGE <br />TERMINATE BOTTOM <br />OF WATER RESISTANT <br />BARRIER W/ SEALANT. <br />TYP. AIR BARRIER <br />DRIP EDGE <br />FLASHING <br />J <br />J- <br />0 <br />NOTE: <br />a <br />J <br />U <br />a <br />00 <br />00 <br />LO <br />it <br />M <br />N <br />C7 <br />w <br />Of <br />J <br />LL <br />O <br />Of <br />J <br />LL <br />Q <br />w <br />J <br />Lu <br />Of <br />Lu <br />0- <br />c7 <br />w <br />Of <br />J <br />LL <br />O <br />Of <br />J <br />LL <br />TERMINATE TOP OF WATER <br />RESISTANT BARRIER W/ SEALANT. <br />TYP. (AIR BARRIER) <br />TYPICAL ROOF/CEILING ASSEMBLY - 1 HOUR <br />COMPOSITION SHINGLE ROOFING (AT EXPOSED AREA ONLY) <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />ROOF SHEATHING PER STRUCTURAL <br />PRE -MANUFACTURED ROOF TRUSSES @ 24" O.C. <br />R-49 BATT INSULATION <br />1/2" RESILIENT CHANNELS @ 24" O.C. <br />5/8" TYPE W GWB, PAINTED @ BOTTOM FACE OF ASSEMBLY <br />TERMINATE TOP OF WATER <br />RESISTANT BARRIER W/ SEALANT. <br />TYP. (AIR BARRIER) <br />FOP OF PLATE <br />SEAL TOP PLATE OF STUD WALL <br />(AIR BARRIER) <br />TOP OF GYPCRETE/ LVL 6 <br />TOP OF PLATE <br />TYPICAL FLOOR/CEILING ASSEMBLY - 1 HOUR <br />FLOOR FINISH MATERIAL <br />GYPCRETE TOPPING <br />SOUND CONTROL MAT @ HARD FINISH AREAS <br />FLOOR SHEATHING PER STRUCTURAL <br />FLOOR FRAMING PER STRUCTURAL <br />SOUND CONTROL INSULATION <br />1/2" RESILIENT CHANNELS @ 24' <br />5/8" TYPE W GWB, PAINTED @ B <br />ASSEMBLY <br />FOP OF GYPCRETE/ LVL 4 <br />FOP OF PLATE <br />TOP OF GYPCRETE/ LVL 3 <br />TOP OF PLATE <br />TYPICAL EXTERIOR WALL ASSE <br />FIBER -CEMENT SIDING <br />AIR & WEATHER RESISTIVE BAR <br />EXTERIOR SHEATHING PER STR <br />EXTERIOR WALL FRAMING PER <br />R-21 BATT INSULATION <br />5/8" TYPE W GWB, PAINTED @ It <br />ASSEMBLY <br />7A 2B <br />TOP OF CONCRET <br />dp <br />4D <br />1D <br />INFORMATION <br />FOR WALLS Al <br />FOR WALL TYF <br />TYPICAL SLAB <br />I_T'19 4 LLvi 11 wM <br />CONCRETE SE <br />4" CONCRETE <br />VAPOR BARRII <br />4" CAPILLARY I <br />GEOTECHNICF <br />—I I E I 1=1 I In I I —I I I Lu <br />11=1 11=1 1=1 11=1 11=1 I I Q <br />—III—III—III=III=III 2A > <br />1=1 1=1 1=1 M,11)1�1 <br />. 1T.O.C. <br />Id— " • ° • ' ° : I -a a I' - • ' <br />00 0 00 0 0 <br />III�III=III—III—III _ <br />I—III—III—III=III—III . ° " °III=III—I I —III—I I <br />I —I I I —I I Eta I I— 4 —I I —I 1 111-11 F <br />=1T=1TI111=1T : ITIIT1=11—IT- <br />i 1=111�111 � _ 111-111-� <br />I I_� I I �= �°.- • <br />I1111- <br />TYPICAL WALL SECTION (CANTILEVER) <br />1/2" = 1'-01, <br />00 <br />0 <br />TYPICAL ROOF/CEILING ASSEMBLY - 1 HOUR <br />COMPOSITION SHINGLE ROOFING <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />gA ROOF SHEATHING PER STRUCTURAL <br />PRE -MANUFACTURED ROOF TRUSSES @ 24" O.C. <br />R-49 BATT INSULATION <br />1/2" RESILIENT CHANNELS @ 24" O.C. <br />5/8" TYPE W GWB, PAINTED @ BOTTOM FACE OF <br />ASSEMBLY <br />NOTE: LVL 5 NOT SHOWN <br />TYPICAL WALL SECTION (GABLE) <br />1/2" = 1'-01, <br />TOP OF PLATE <br />TERMINATE TOP OF WATER <br />RESISTANT BARRIER W/ SEALANT. <br />TYP. (AIR BARRIER) <br />4 <br />TYPICAL /CEILING ASSEMBLY - 1 HOUR <br />JOHNSON BRAUNDiNc. <br />COMPOSITION SHINGLE ROOFING (AT <br />EXPOSED AREA ONLY) <br />15200 52nd Ave. South <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />Suite 300 <br />ROOF SHEATHING PER STRUCTURAL <br />Seattle, WA 98188 <br />PRE -MANUFACTURED ROOF TRUSSES @ 24" <br />Phone 206.766.8300 <br />O.C. <br />www.johnsonbraund.com <br />R-49 BATT INSULATION <br />ARCHITECTURE <br />1/2" RESILIENT CHANNELS @ 24" O.C. <br />5/8" TYPE'X' GWB, PAINTED @ BOTTOM FACE <br />INTERIOR DESIGN <br />OF ASSEMBLY <br />Greg L. Allwine, <br />Jeffrey A. Williams, <br />r 4' <br />00 TOP OF PLATE <br />FIBER -CEMENT <br />EXTERIOR FINISH, <br />TYP. <br />TOP OF GYPCRETE/ LVL 6 <br />TOP OF PLATE <br />SEAL TOP PLATE OF STUD FIBER -CEMENT <br />WALL (AIR BARRIER) TRIM, TYP. <br />TYPICAL FLOOR/CEILING ASSEMBLY - 1 HOUR <br />FLOOR FINISH MATERIAL <br />GYPCRETE TOPPING <br />SOUND CONTROL MAT @ HARD FINISH AREAS <br />FLOOR SHEATHING PER STRUCTURAL <br />OOR FRAMING PER STRUCTURAL <br />)UND CONTROL INSULATION <br />" RESILIENT CHANNELS @ 24" O.C. <br />l" TYPE 'X' GWB, PAINTED @ BOTTOM FACE OF <br />;SEMBLY <br />OP OF GYPCRETE/ LVL 4 — <br />OP OF PLATE <br />NOTE: <br />0 <br />M <br />i <br />~ <br />2 <br />J <br />Q <br />PICAL EXTERIOR WALL ASSEMBLY - 1 <br />O <br />U <br />)UR <br />= <br />0- <br />3ER-CEMENT SIDING 0 <br />O <br />Z & WEATHER RESISTIVE BARRIER O <br />'TERIOR SHEATHING PER STRUCTURAL O <br />O <br />TERIOR WALL FRAMING PER STRUCTURAL 00 <br />~ <br />21 BATT INSULATION LO <br />l" TYPE 'X' GWB, PAINTED @ INSIDE FACEo <br />LL <br />:ASSEMBLY ~ <br />LoO <br />H <br />OP OF GYPCRETE/ LVL 3 j <br />OP OF PLATE <br />13 <br />7A� 2B <br />1 1/2" R-10 RIG A500 <br />TOP OF CONC] LVL 2 INSULATION AT <br />— <br />1 <br />JII` <br />11 <br />SLAB EDGE <br />1/2" R-10 RIGID TERMINATE BOTTOM <br />I <br />p- d•° `a <br />' <br />JSULATION AT SLAB EDGE OF WATER RESISTANT <br />BARRIER W/ SEALANT. <br />- <br />ERMINATE BOTTOM TYP. AIR BARRIER <br />IF WATER RESISTANT <br />z <br />ARRIER W/ SEALANT. DRIP EDGE <br />O <br />YP. AIR BARRIER FLASHING <br />Q <br />p9 ° <br />w <br />DRIP EDGE FLASHING <br />J <br />; - <br />ui <br />IESH SCREENS FOR GARAGE VENTILATION, <br />w <br />1 B <br />EFER TO PLANS AND ELEVATIONS FOR 1 <br />a <br />DDITIONAL INFORMATION <br />= <br />A502 <br />JFORMATION SHOWN IS GENERAL,ui <br />C7 <br />OR WALLS AT LEVEL 1 REFER TO PLANS <br />= <br />OR WALL TYPE AND LOCATIONS. <br />O <br />LPL <br />YPICAL SLAB ON GRADE ASSEMBLY <br />O <br />ONCRETE SEALER <br />O <br />" CONCRETE SLAB PER STRUCTURAL LLL <br />APOR BARRIER <br />" CAPILLARY BREAK LAYER PER III —III III —III —III— ° <br />;EOTECHNICAL REPORT I11=III=III=III=11I <br />T.O.C./ LEVEL 1 <br />SEAL TOP PLATE OF STUD WALL <br />(AIR BARRIER) <br />TOP OF GYPCRETE/ LVL 6 <br />TOP OF PLATE <br />TYPICAL FLOOR/CEILING ASSEMBLY - 1 HOUR <br />FLOOR FINISH MATERIAL <br />GYPCRETE TOPPING <br />SOUND CONTROL MAT @ HARD FINISH AREAS <br />FLOOR SHEATHING PER STRUCTURAL <br />FLOOR FRAMING PER STRUCTURAL <br />SOUND CONTROL INSULATION <br />1/2" RESILIENT CHANNELS @ 24" O.C. <br />5/8" TYPE W GWB, PAINTED @ BOTTOM FACE OF <br />ASSEMBLY <br />-OP OF GYPCRETE/ LVL 4 <br />-OP OF PLATE <br />TOP OF GYPCRETE/ LVL 3 <br />TOP OF PLATE <br />8556 <br />REGISTERED <br />ARCHITECT <br />eFFREY THUR WILLIAM <br />WASHINGTON <br />STAMP <br />Q <br />om <br />�U) <br />0� <br />ww <br />o <br />a <br />W <br />0 <br />0 <br />N <br />Lu <br />Q <br />o <br />CO <br />o <br />c <br />0 <br />a <br />�L <br />N <br />d <br />0 <br />d <br />R <br />0 <br />d <br />TYPICAL EXTERIOR WALL ASSEMBLY - 1 HOUR <br />A� <br />W <br />FIBER -CEMENT SIDING <br />AIR & WEATHER RESISTIVE BARRIER SHEETING <br />EXTERIOR SHEATHING PER STRUCTURAL <br />EXTERIOR WALL FRAMING PER STRUCTURAL <br />R-21 BATT INSULATION <br />5/8" TYPE W GWB, PAINTED @ INSIDE FACE OF <br />ASSEMBLY <br />N <br />AL+ <br />W <br />JP OF CONCRETE/ LVL 2 <br />L <br />V <br />U. <br />INFORMATION SHOWN IS GENERAL, <br />FOR WALLS AT LEVEL 1 REFER TO PLANS <br />FOR WALL TYPE AND LOCATIONS. <br />TYPICAL SLAB ON GRADE <br />ASSEMBLY <br />CONCRETE SEALER <br />4" CONCRETE SLAB PER STRUCT. <br />VAPOR BARRIER <br />4" CAPILLARY BREAK LAYER PER <br />GEOTECHNICAL REPORT <br />III=III II1=1I1=1I1= w c>—, <br />III=11 I —III —III —I l a Lu <br />III=1 III —I 1=1 I— - 2A Lu <br />III=III III=1=III=IFIII_IiI III : T.O.C. _ <br />III I <br />I —III —I a l—III a°. 0 00 0 <br />0 0 0 ° <br />4 <br />I_Eli <br />= <br />� �=,N LIJ -11— � •_ °� =1 I —III —III,—, I <br />II— I1I—I1I- <br />- d <br />1 =III I =;-a ;• IIIIIII <br />1-1= III- <br />�+1�= <br />TYPICAL WALL SECTION (EAVE/GABLE) <br />1/2" = 1'-01, <br />w0 <br />Off <br />C <br />Z <br />M <br />0 <br />0< <br />W m <br />aa) rn <br />F o <br />tm <br />co <br />o = <br />�� <br />a) <br />o <br />WO <br />Lu <br />� <br />0 0 <br />No > <br />H A.!� <br />Q <br />Q(�COoo <br />U� <br />cf) <br />_ <br />co <br />J J co a) <br />W F <br />LU <br />Lu <br />a nQ <br />U) <br />z> <br />Q cLuQz <br />Q <br />wUz <br />o� <br />Lu <br />O (1)C <br />LU <br />Lu 0 <br />co <br />O Upo <br />a_ <br />PROJECT #: 1827 <br />DRAWN BY: AT <br />CHECKED BY: ST <br />WALL SECTIONS <br />A460 <br />PERMIT SET 10/09/2020 <br />