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a <br />0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />O <br />co <br />I <br />z <br />I <br />O <br />CI <br />L <br />O <br />E <br />O <br />U <br />O <br />LL <br />ti <br />N <br />e0 <br />O <br />U <br />O <br />0 <br />x <br />a� <br />g <br />L <br />a� <br />U) <br />A <br />uj <br />73 <br />Q <br />z <br />Lu <br />J_ <br />LL <br />20 <br />A500 <br />TERMINATE TOP OF WATER <br />RESISTANT BARRIER W/ SEALANT. <br />TYP. (AIR BARRIER) <br />00 <br />II <br />0 <br />H <br />O <br />d <br />J <br />LL <br />TYPICAL ROOF/CEILING ASSEMBLY - 1 HOUR <br />COMPOSITION SHINGLE ROOFING <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />gq 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 />1 I 1 I I T Now1 LITFA 1 •- • <br />NOTE: LVL 5 NOT SHOWN <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 />oR 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 />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 />Q <br />w <br />J <br />Lu <br />Lu <br />a <br />_ <br />c9 <br />Lu <br />J <br />LL <br />O <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 />SEALTOP 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 LTA11 wM <br />CONCRETE SE <br />4" CONCRETE <br />VAPOR BARRII <br />4" CAPILLARY I <br />GEOTECHNICF <br />—I 11=1 11=11 I I —I I In 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 />11=1 11=1 11=1 31rill <br />1=IIIT.O.C. <br />— 11=111— <br />11=1 11=1 11=1 I IIII I 1=1 I I I : o0 0 00 0 0 <br />—III—III—III==III= _ _ <br />I —I 11=1 11=111-111=111 111=III=11—III-11 <br />I1=1I1=1I1—III—III— 9 —III—III 1=1 1- <br />i �=111=1T1�111=111 : � 1T1ITI=11—III- <br />i 1=111�111 � _ 111-111-� <br />11'11111- <br />TYPICAL WALL SECTION (CANTILEVER) <br />1/2" = 1'-01, <br />TYPICAL ROOF/CEILING ASSEMBLY - 1 HOUR <br />COMPOSITION SHINGLE ROOFING <br />ROOF UNDERLAYMENT, ICE & WATER SHIELD <br />gq 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 HOUR <br />JOHNSON BRAUNDiNc. <br />OMPOSIRTONFSHENGLE 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 />1 \7 <br />bo I 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 1 <br />i <br />3 <br />~ J A500 <br />2 Q <br />PICAL EXTERIOR WALL ASSEMBLY - 1 O U <br />)UR = a <br />3ER-CEMENT SIDING 0 <br />Z & WEATHER RESISTIVE BARRIER O <br />'TERIOR SHEATHING PER STRUCTURAL w O <br />TERIOR WALL FRAMING PER STRUCTURAL bo ~ <br />21 BATT INSULATION `O . <br />l" TYPE 'X' GWB, PAINTED @ INSIDE FACE 6' O <br />:ASSEMBLY ~ <br />LoO <br />H <br />7A <br />OP OF GYPCRETE/ LVL 3 8D <br />co <br />LO <br />OP OF PLATE - <br />M <br />N 2 <br />A500 <br />c� <br />w <br />_ <br />J <br />LL <br />O <br />H <br />J <br />LL <br />134 <br />7A 2B <br />1 1/2" R-10 RIGI A500 <br />TOP OF CONC./ LVL 2 INSULATION AT — <br />SLAB EDGE <br />1/2" R-10 RIGID <br />TERMINATE BOTTOM <br />JSULATION AT SLAB EDGE OF WATER RESISTANT ' <br />BARRIER W/ SEALANT. <br />ERMINATE BOTTOM TYP. AIR BARRIER <br />IF WATER RESISTANT O <br />ARRIER W/ SEALANT. DRIP EDGE O <br />YP. AIR BARRIER FLASHING Q p9 <br />RIP EDGE FLASHING Lu <br />Lu <br />IESH SCREENS FOR GARAGE VENTILATION, w 1 B <br />EFER TO PLANS AND ELEVATIONS FOR 1 a <br />DDITIONAL INFORMATION A502 = <br />JFORMATION SHOWN IS GENERAL, O <br />OR WALLS AT LEVEL 1 REFER TO PLANS = <br />OR WALL TYPE AND LOCATIONS. <br />J <br />LL <br />YPICAL SLAB ON GRADE ASSEMBLY O a� <br />ONCRETE SEALER <br />" CONCRETE SLAB PER STRUCTURAL LL <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 />-OP OF GYPCRETE/ LVL 3 <br />-OP OF PLATE <br />8556 <br />REGISTERED <br />ARCHITECT <br />eFFREY THUR WILLIAM <br />WASHINGTON <br />STAMP <br />Q <br />om <br />�U) <br />a <br />U) <br />0� <br />ww <br />0 <br />a <br />H <br />w <br />0 <br />0 <br />`Q <br />w[__ <br />co <br />0 <br />c <br />0 <br />a <br />�L <br />N <br />d <br />0 <br />d <br />r+ <br />ca <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 />JP OF CONCRETE/ LVL 2 <br />0 <br />V <br />0 <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 —III < Lu <br />III=1 III —I 1=1 I— - 2A co <br />III=III III=1=III=IFIII=IiI III : T.O.C. _ <br />11=1I11=11I a —III a <br />4 p O o 0o O °o <br />—III—III =1 1= <br />1=1 1=1 ~—III 1=1 1=1 1=1 1=1 I <br />I— I : " ° —I —1 I I-1 I I-1 11- <br />I�I 11=1 11=1 11= <br />- d <br />1 =III 1 =;-a ;" IIIIIII <br />A500 -III,_ — = III- <br />TYPICAL WALL SECTION (EAVE/GABLE) <br />1/2" = 1'-01, <br />�0 <br />Off <br />C <br />Z <br />M <br />oQ <br />wm <br />0 <br />CNI <br />a)F <br />o <br />a Q <br />co <br />cjeZ <br />00 <br />o <br />' Lu <br />o0 <br />Q <br />Ji <br />00 w <br />z <br />Q U CO oo <br />a-Q <br />Uj <br />co <br />_ <br />00 <br />J J co c <br />wF <br />Lu <br />d ;nQ <br />cf)Ji <br />z> <br />Q LLB <br />Q z <br />Q cl <br />WUz <br />o~ <br />Lu <br />L O a)� <br />LU <br />- <br />co <br />O LL po <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 />