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Q <br /> m 9A ---/\ 9A ---<NOSTORAGE <br /> /\ --- A16 <br /> 500 \I <br /> OHNSON BRAUND- <br /> 15200 52nd Ave.South <br /> Suite 300 <br /> 9A - - Seattle,WA 98188 <br /> ATTIC—-—-—-—- Phone 206.766.8300 <br /> NO STORAGE wwajohnsonhmund.wm <br /> PROVIDE DRY ARCHITECTURE <br /> SPRINKLER TYPICAL ROOFICEILING ASSEMBLY-1 HOUR SPRINKLER TYPICAL ROOFICEILING ASSEMBLY-1 HOUR INTERIOR DESIGN <br /> SYSTEM I COMPOSITION SHINGLE ROOFING SYSTEM I COMPOSITION SHINGLE ROOFING Greg L.Allwine, <br /> ROOF UNDERLAYMENT,ICE&WATER SHIELD ROOF UNDERLAYMENT,ICE&WATER SHIELD Jeffrey A.Williams, <br /> ROOF SHEATHING PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL <br /> PRE-MANUFACTURED ROOF TRUSSES @ 24"O.C. PRE-MANUFACTURED ROOF TRUSSES @ 24"O.C. <br /> R49 BATT INSULATION R-49 BATT INSULATION <br /> f;AILK1/2"RESILIENT CHANNELS @ 24"O.C. 1/2"RESILIENT CHANNELS @ 24"O.C. <br /> 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF CATWAL 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF <br /> ASSEMBLY ASSEMBLY <br /> TOP PLATE <br /> I I m,� myy�/ U J� Y� <br /> TOP OF PLATE TOP OF PLATE <br /> TYPICAL ROOF/CEILING ASSEMBLY-1 HOUR COMPOSITION SHINGLE ROOFING 7C 7C <br /> 8556 <br /> ROOF UNDERLAYMENT,ICE&WATER SHIELD REGISTERED <br /> o: ROOF SHEATHING PER STRUCTURAL o ARCHITECT <br /> PRE-MANUFACTURED ROOF TRUSSES @ 24"O.�c� c� " <br /> R-49 BATT INSULATION F <br /> 1/2"RESILIENT CHANNELS @ 24"O.C. O <br /> 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OIF w e"T-AT'ly <br /> u. ASSEMBLYwnsxlxcTox <br /> g I g I sTAmP <br /> 8D <br /> TOP OF GYPCRETE/LVL6 k <br /> SD 8C SD SD 8C 8D - <br /> TOP OF SUBFLOOR TOP OF SUBFLOOR <br /> o <br /> 7D <br /> R <br /> R <br /> SEAL FIRST LAYER OF GWB TO TOP <br /> PLATE(TYP.) 7C 7C 7C <br /> NOTE:LEVEL 5 NOT SHOWN o <br /> O O <br /> 0 0 <br /> 1 <br /> 0 0 <br /> rrFLOOR <br /> 8D w w <br /> P OF GYPCRETE/LVL 4 <br /> SD I 8C 8D SD I 8C 8D <br /> _ TOP OF SUBFLOOR _ TOP OF SUBFLOOR <br /> ,F <br /> e <br /> K a O <br /> O <br /> a 7C 7C 7C 7C <br /> OOR/CEILING ASSEMBLY-1 HOUR n <br /> F ISH MATERIAL O1 °1 <br /> rt To <br /> 0 NTROL MAT @ HARD FINISH AREAS O TYPICAL FLOORICEILING ASSEMBLY-1 HOURS TYPICAL FLOORICEILING ASSEMBLY-1 HOUR <br /> ATHING PER STRUCTURAL FLOOR FINISH MATERIAL FLOOR FINISH MATERIAL <br /> MING PER STRUCTURAL O GYPCRETE TOPPING 0 GYPCRETE TOPPING <br /> U SOUND CONTROL INSULATION ~ SOUND CONTROL MAT @ HARD FINISH AREAS- SOUND CONTROL MAT @ HARD FINISH AREAS 3 <br /> a 1/2"RESILIENT CHANNELS @ 24"O.C. I FLOOR SHEATHING PER STRUCTURAL p FLOOR SHEATHING PER STRUCTURAL g <br /> 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF OJ FLOOR FRAMING PER STRUCTURAL O FLOOR FRAMING PER STRUCTURAL o <br /> ASSEMBLY SOUND CONTROL INSULATION SOUND CONTROL INSULATION <br /> SD 1/2"RESILIENT CHANNELS @ 24"O.C. w 1/2"RESILIENT CHANNELS @ 24"O.C. a <br /> TOP OF GYPCRETE/LVL 3 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF zo <br /> SD 8C gD ASSEMBLY 8D 8C 8D ASSEMBLY <br /> TOP OF SUBFLOOR TOP OF SUBFLOOR <br /> ry � 7C � 7C 7C E �< <br /> O �€ <br /> TYPICAL DEMISING WALL ASSEMBLY-1 HOUR . Co <br /> p 5/8'TYPE'X'GWB,PAINTED @ FACE OF STUD 0 0 <br /> DOUBLE-STUD WALL FRAMING PER STRUCTURALO <br /> p 1"AIR GAP O O Q 3 c LL <br /> 3 1/2"BATT INSULATION IN BOTH STUD CAVITIES F c"� <br /> w 5/8"TYPE W GWB PAINTED @ FACE OF STUD x <br /> o o <br /> w- <br /> TOP <br /> .. 0 <br /> � p® <br /> TOP OF CONCRETE/LVL 2 L m w' Z wE <br /> ----- SD 8C BID 8C 8D / <br /> x 0� <br /> - - _ TOP OF SUBFLOOR _ TOP OF SUBFLOOR V <br /> w <br /> ai L o <br /> °I <br /> 0 Z <br /> 7C <br /> ` <br /> Z LL 5 o wo E <br /> N V-3" 5'-3" <br /> z <br /> C O <br /> rn w <br /> O w TYPICAL SLAB ON GRADE ASSEMBLY <br /> K <br /> O w CONCRETE SEALER <br /> U rr 4"CONCRETE SLAB PER STRUCTURAL - TYPICAL SLAB ON GRADE ASSEMBLY TYPICAL SLAB ON GRADE ASSEMBLY <br /> O VAPOR BARRIER <br /> 3 p CONCRETE SEALER CONCRETE SEALER <br /> 4"ILL CAPILLARY BREAK LAYER PER 7C 7C 4"CONCRETE SLAB PER STRUCTURAL 7C 7C 4"CONCRETE SLAB PER STRUCTURAL <br /> GEOTECHNICAL REPORT <br /> N O - VAPOR BARRIER VAPOR BARRIER <br /> 4"CAPILLARY BREAK LAYER PER 4"CAPILLARY BREAK LAYER PER <br /> �2 Q GEOTECHNICAL REPORT GEOTECHNICAL REPORT <br /> y <br /> c I I <br /> E <br /> O PROJECT#: 1827 <br /> 0 <br /> N 2A DRAWN BY: AT,ST <br /> g T.O.C. _ _ CHECKED BY: ST <br /> 2B 2B 2B 2B <br /> yo o T.O.C. T.O.C. <br /> _I-III-1 I-III-III=III-III=III-IIIT q':. -— WALL SECTIONS <br /> , <br /> I I 1=1I Im=1 I=III=1 I I-11I-1 I I-111=1 I I { .�`..;e.%' ,.' <br /> = 11=111111111=11=11=III= <br /> -ITI- <br /> ¢ GARAGE GARAGE A4 6 2 <br /> Z \ PERMIT SET 10/09/2020 <br /> w 4 \TYPICAL DEMISING WALL SECTION /2\TYPICAL CORRIDOR WALL SECTION a DOOR DROPS TYPICAL CORRIDOR WALL SECTION <br /> I "..=1'-0.. 1/2"=1'-0" 1/2"=T-0" <br />