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WALL t_ J ALL NOTES ARE TYP. U,O - REFERENCING NOTES SHALL NOT LIMIt TWEIR APPLICATION <br />WALL <br />DESCRIPT. <br />FRAMING (VERIFY <br />MT. (RM SIDE) <br />EXT. SURFACING MAT. <br />RATING <br />REMAWS <br />TYPE <br />W/ 6TRY T. DR4GS) <br />SURFACING MATERIAL <br />(ALT SIDE 9 INT. WALL5) <br />I <br />INFILL AT INTERIOR <br />MATCH EXIST. CON5T, <br />MATCH EXISTING <br />MATCH EXI5TING <br />- <br />NOTE <br />WALL <br />VERIFY IN FIELD <br />7.11 <br />2 <br />TYPICAL INFlLL <br />2X6 - SEE 5TRUCT, <br />(1) LAYER 5/5" GWB <br />CEMENT FIBER 5OIW <br />- <br />NOTE <br />EXTERIOR WALL <br />OR4GS FOR SPACING <br />OVER 1/2" SHEATHING <br />4.9Al2 <br />3 <br />TYPICAL EXTERIOR <br />2X6 - SEE STR)CT. <br />(D LAYER 515" GAS <br />CEMENT FIBER SIDING <br />- <br />NOTE <br />WALL - UMO. <br />DRAGS FOR SPACING <br />OVER L" 5HEATHIN3 <br />4,9 <br />4 <br />TYPICAL <br />2X4 ® 16" O.O. UN.O. <br />(U LAYER 515" GWB <br />(U LAYER 5/S" GWB <br />- <br />NOTE <br />INTERIOR WALL <br />7 <br />5 <br />INTERIOR ACOUSTICAL <br />2X6 a 16" O.C. UNO. <br />(2) LAYER 5/8" GWB 0) <br />(U LAYER 5/8" GAS <br />- <br />NOTE 57 <br />WALL <br />0)4A/A6 <br />6 <br />PLUMBING / <br />2X6 WOOD <br />(1) LAYER WR 5/8" GI-B <br />(U LAYER 5/5" WR GkB <br />- <br />NOTE <br />UTILITY WALL <br />S1UD6 P 16" O.G. <br />610 <br />7 <br />REMODELED EXT. <br />2X6 w 24" OG, (E) <br />lU LAYER 5/B" GWB <br />CEMENT FIBER SIDING <br />- <br />NOTE <br />WALL <br />OVER VI? SHEATHING <br />4.913 <br />FRAMING NOTES <br />I. VERIFY ALL FRAMING SIZE AND SPACING WITH STRUCTURAL - SIZE AND SPACING LISTED ARE MINIMUM <br />AND SHALL NOT REDUCE OR REPLACE MORE STRINGENT REQUIREMENTS SET BY STRUCTURAL. <br />2. LNLESS OTHERWISE NOTED PROVIDE TYPICAL WALL FRAMING AS FOLLOWS: <br />a. EXTERIOR WALL - WALL TYPE '3' <br />b. INTERIOR WALL - WALL TYPE '4' <br />3. EXTERIOR WALLS SHALL CONFORM TO INTERMEDIATE FRAMING STANDARDS <br />a. STUDS SHALL BE 2X6 OR LARGER ! 16" O.C, COORDINATE W/-STRUCTURAL <br />6. PROVIDE DOUBLE TOP PLATE AND SINGLE PRESSURE TREATED BOTTOM PLATE. <br />C. CORNERS SHALL USE TWO STUDS OR OTHER MEANS OF FULLY INSULATING CORNERS <br />d. EACH OPENING 15 FRAMED BY TWO STUDS. <br />s. HEADERS SHALL CONSIST OF DOUBLE 2X MATERIAL SPACED WITH R-10 INSULATION BETWEEN <br />f. INTERIOR PARTITION WALL/FXTERIOR WALL INTERSECTIONS SHALL BE FULLY INSULATED IN THE <br />EXTERIOR WALL. <br />4. PROVIDE BATT INSULATION SET4EEN FRAMING OF ALL EXTERIOR WALLS AND AS OTHERWISE <br />INDICATED AS FOLLOWS: <br />2X6 FRAMING - R-21 <br />INSULATION BATTS SHALL BED <br />a. INSTALLED TIGHT TO THE INTERIOR fd-)RFACE FINISH MATERIAL <br />b. FILL ALL VOIDS WITHIN THE EXTERIOR WALL FRAMING SPACE. <br />5, PROVIDE ACOUSTICAL BATT AT TYPE '5' INTERIOR WALL$ - FULL HEIGHt <br />a, 3-12' IN•.,1-UL. 0 2X4 FRAMING <br />6, PLUMBING WALLS <br />WALL$ CONTAINING PLUMBING SHALL BE 2X6 STUD MINIMUM U.O.N. - COORDINATE WITH F'L.MBING <br />SIZES AND VERIFY SIZE W/ PLUMBER PRIOR TO PROCEEDING WITH THE WOW - SEE FLOOR PLANS <br />FOR OTHER Rt-:d)IRED THICKNESS' OF WALL PROVIDE 3-12" Af STIC BATT INSULATION TIGHT TO <br />ONE SIDE OF WALL, <br />7, PROVIDE DEFLECTION JONTS AT ALL FULL HEIGHT NONBEARNG PARTITIONS THAT INTERSECT WITH <br />FLOOR OR ROOF STRUCTURE ABOVE, WALL TYPES 'I' '4' AND '5' AT ROOMS 110JI1,106, AND 105. <br />5. WHERE STEEL OR WOOD SUPPORTING 5TRUCTURE DOES NOT FIT "IN51DE" FRAMING NOTED PROVIDE <br />FRAMING/FURFENG NECESSARY TO BOX AROUND STRUCTURAL ELEMENT IF NOT INDICATED VERIFY W/ <br />ARCHITECT WHICH SIDE TO BOX PRIOR TO PROCEDDING. <br />9. SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISH OVER SHEATHING <br />10, PROVIDE WATER RE516TANT GWB AT PLUMBINGNTILITY WALL AND CEMENT BACKER BOARD BEHIND <br />SHOWER STALLS. <br />11. AT EXISTING WALL INFlLL CONTRACTOR 51-64L1- FIELD VERIFY ALL EXI5TNG CONDITIONS AND <br />PROVIDE MATCHING INFlLL MATERIALS. INFORM THE ARCHITECT OF ANY ISSUES PRIOR TO <br />PROCEEDING WITH THE WORK <br />12. AT PORTIONS OF THE WALLS WHICH FUNCTION AS AN EXTERIOR WALL, WALL SHALL CONFORM WITH <br />WALL TYPE 121 <br />13, FOR WALL TYPE T REMOVE PLYWOOD AND/OR GWB FROM INSIDE SURFACE OF WALL FOR ACCESS <br />TO INSTALL INSULATION. <br />NEW <br />OLF <br />CDC. LOAD.= I <br />NEW <br />SI-WR <br />AREA., 58 SF <br />OLF.•300 <br />OCC. LOAD., I <br />— — — — — — — — — — — — I <br />CLASSROOM 5" <br />kNEW <br />9'-2 3/4" <br />®��WOMEN oe II IrrNTRY15 m - 1 <br />IN Hill <br />V MEN <br />114 <br />3 <br />00 <br />1 <br />f <br />CLASSROOM <br />112 1 <br />X�ST. OFFrC <br />GROSS A A <br />13]7 5F <br />3F <br />o <br />Alm <br />FOR DOOR <br />TYPES SEE <br />ID/A7.1 <br />SEE 4C/A8 FOR EXIT SIGNS <br />AND EMERGENCY EGRESS <br />LIGHTING <br />AREA TEAL <br />5 AREA <br />GROS$TA�A <br />4947 SF <br />2080 SF <br />12" HIGH <br />PLATFORM o 0 <br />— — <br />239 SF ] ] <br />STORAGE <br />PLATFORM a STORAGE <br />ICi <br />03 n 104 <br />4 <br />4 <br />CI ILDREN <br />108 <br />'-61 ' <br />R <br />N 3 <br />y I 10 I <br />17 -.S <br />NURSERY <br />I ® I <br />� I <br />P 4 <br />3 <br />IL--1--1-1-3-�- <br />I, NEW N0M0�fflWfflW001- <br />E@EOMEN NONEi <br />INFlLL <br />GROSb AREA ID <br />4W SF <br />NORTH <br />TOTAL V <br />GROSS AREA EXIST. TESTING <br />4947 51�`� GROSS AREA <br />I <br />STOI CsE <br />CLASSROOM <br />I <br />OARLEF!m A:96 5F <br />DREA.= 2210 5F r <br />OGG. LOAD.= <br />11 <br />OCC, LOAD.= II <br />00 <br />WOME <br />REA= BI SF <br />I <br />C L=OeA <br />C. LOAD.=1 <br />n <br />0 <br />0 <br />I <br />1 <br />HALL <br />I <br />AREA.=I SF <br />OL., FIOD <br />OCC. LOIAD., 2 <br />MEN <br />IF 134 S� <br />O.LF • 3W <br />OCC. L I <br />I <br />CLASSROOM <br />ICI ARE A•21I SF <br />J-OCC. LOA <br />D.- AD., II <br />L- <br />HALLWAY' <br />AR A= 319 5F <br />O.L = <br />OCC, LOAD,=4 <br />CF+ILDREN <br />AREA, 423 SF <br />OCC =LOAD , 22 <br />' o I OL.F.=300 I <br />L o o _ LOAD =1 <br />I <br />E®IwmEO I I OVERFLOW <br />XIT OM I <br />NURSERY OLF, 151D <br />I AREA., 238 SF I Z OCC, LOAD.= 75 Z <br />TOTAL OCCUPANT LOAD: 275 01F., 35 <br />OGC, LOAD.=] <br />L_ _ _ _ _ _ _ _ _ _ _ _ _ _I— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />PLATFORM <br />AREA= 2V SF <br />°oLcc LOAD.• 16 <br />STORAGE <br />05F -x 940 SF <br />OCC. LOAD,- I 1 <br />I <br />I <br />SF <br />114 <br />bpharchitects <br />19624A 761h Ave. W <br />Lynnwood, WA 98036 <br />(425)774-4701 <br />www.bphorch.com <br />REMODEL AND TENANT <br />IMPROVEMENTFOR <br />1505 112TH ST. SW <br />EVERETT, WA 98204 <br />No./Date Revision By <br />Dote <br />DC <br />Drawn By <br />54 <br />checked By <br />1912 <br />Project Number <br />1912C0-A2--DWG <br />File Number <br />FLOOR <br />PLANS <br />Sheet Title <br />A2.1 <br />GORE FLOOR PLAN GROSS ARE/ <br />I/8" - 1'-O" 14W SF NORTH <br />Sheet Number <br />