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0 <br />Ic <br />❑1 <br />c <br />u <br />2 <br />IN <br />0 <br />5 <br />0 <br />7 <br />MAX. BLDG HT. <br />+225, 74' <br />u�.�.,•�..�.h-.a.��,,�.�.._—�x�,���rom���—�n5....F-�t;n_ ,�,��.� �a,_�._� �a:_ .���_ n,���,�x-_ ,�.�.� .���..T2.:.,.•�„�«roa.,�,.p�m�.�.��..���_�.-�p� n� � obW.�,�u,.. ,—� w,��.��� ,�,x.,�� .�� �N4 � _.,.�.�.�a�a��.� �...,..„����,.,_._.=s,,W,��, �.:.u,�_ .�u,ax� .��s.. .�...�.�. <br />TOP OF THE ROOF <br />SLOPE 4.12 <br />�,.. <br />S�Op+225,22 — ROOF <br />S�Op <br />INSULATION <br />r <br />SECOND FLR PL HT. <br />DEN/LOFT <br />+220.72' <br />06 <br />9.01; <br />o <br />� <br />o <br />I <br />r <br />05 , <br />2X6 WALL WITH <br />INSULATION TYP. <br />SECOND FLR FF <br />PASSAGE <br />Ot0 <br />INFORMAL DINING <br />KITCHEN <br />PANTRY <br />DINING <br />POWDER <br />N cr,V <br />Q <br />z <br />BACK SIDE <br />t <br />ENTRY <br />Y <br />© <br />w <br />ILL <br />_ <br />, <br />MAIN FLR FF <br />, t <br />5T0RA GE <br />+20fl.22' <br />+200.OG' <br />200.47 <br />Cn <br />+199.00 <br />_.. <br />-- - - <br />- <br />N <br />- - <br />- <br />- <br />CRAWL SPACE +198.00' .� <br />+ 19T8.97' , <br />- - - - ---- - <br />AVERAGE GRADE <br />+197.74' <br />h �e +196.00' <br />+194.00'. <br />e <br />-10N 5-5 <br />5 SCALE: 3/16" = 1'-0" <br />MAX. BLDG HT, <br />+225.74' co <br />TOP OF THE ROOF <br />+225.22' co OPT 4'.1� <br />SECOND FLR PL HT. <br />+220.72' <br />0 <br />I <br />SECOND FLR FF <br />+211,721 <br />o w <br />I I <br />00 r <br />N N <br />i� <br />_I <br />MAIN FLR FF <br />+20C.-47— <br />N <br />AVERAGE GRADE <br />+197.74' <br />SEGT��IN fi-6 <br />�4: y2 -------------- <br />R-49 ROOF <br />INSULATION <br />06 <br />S<Op, <br />GARAGE LVL - +199,47' <br />TYPICAL ROOF CONSTRUCTION: <br />5/8" GWB <br />ROOF TRUSS PLR STRUCTURE <br />K-49 RIGID INSULATION <br />PLYWOOD PER STRUCTURE <br />WATERPROOFING MEMBRANE <br />METAL ROOF PER MANUFACTURER'S INSTRUCTION <br />CONTRACTOR TO MAKE SURE TO BE WITHIN HEIGHT LIMIT <br />TYPICAL FLOOR CONSTRUCTION: <br />5/8" GWB <br />TJI PER STRUCTURE <br />PLYWOOD PER STRUCTURE <br />FLOOR FINISH PER PLAN (CPT/ HDWD/ CT) <br />R-38 INSULATION AT 1 5T FLOOR <br />FOUNDATION FLOOK CONSTRUCTION: <br />SLAB ON GRADE PER STRUCTURE <br />FLOOR FINISH PER PLAN (CPT/ HDWD/ CONC. SEAL) <br />SFCOND FLOOR CONSTRUCTION: <br />5/6" GWB <br />FLOOR JOIST PER STRUCTURE <br />PLYWOOD PER STRUCTURE <br />CARPET/ HARDWOOD/ CERAMIC TILE PER OWNERS CHOICE INSTALLED <br />PER MANUFACTURER'S RECOMMENDATION. <br />TYPICAL EXTEKIOK WALL CON5TRUCTION: <br />5/8" GWB <br />2xG WOOD STUD <br />GATT INSULATION <br />WITH GMIL VIS QUEEN VAPOR BARRIER <br />PLYWOOD PER STRUCTURE <br />WATERPROOFING MEMBRANE <br />WALL FINISH PER ELEVATION (CEDAR WOOD SIDING/ STONE CLADDING) <br />INSTALLED PER MANUFACTURER'S RECOMMENDATION <br />DESIGN LYRIC <br />9824 223RD PL NE <br />REDMOND ° 98053 <br />PH, 206-853-9874 <br />REVISIONS: <br />A9/02/20 - COMMENTS FROM CITY <br />1 11 20 - COMMENTS FROM C <br />2 <br />1 CITY <br />/ I <br />A1/14/21 - COMMENTS FROM CITY <br />APPROVALS: <br />DESIGNED SS <br />DRAWN RS <br />CHECKED SS <br />6-01-2020 <br />DATE <br />SCALE AS NOTED <br />SEAL: <br />PROJECT ADDRESS: <br />2712 Taylor Drive <br />EVERETT, WA 98203 <br />APN: 00417400000500 <br />PROJECT CLIENT: <br />SARAMANJIT DHALIWAL <br />PROJECT: <br />DHAIIWAL RESIDENCE <br />SHEET TITLE: <br />BUILDING SECTIONS <br />CITY OFEVERETT <br />REVIEWED FOR PERMIT <br />PR #: 05092019 A5.03 <br />z <br />Q <br />Cr <br />0 <br />ry <br />w <br />n <br />