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s <br /> /1"." ' <br /> DESIGN,' <br /> 5'-0• yyy 5-2" <br /> / <br /> CONCRETE LANDING "I / CONCRETE LANDING <br /> '• � STORM DRAIN t • Darcy J. Mertz Krewson, <br /> 0+00' ELEV.ATRDI,aswc AIA <br /> 0+02.75' ELEV. <br /> LANDING/T.0. STORM DRAIN AT GRADE Prt 14251610.8015 Fcc 14251512 0270 <br /> I I D4 I I I I I I D4 l 1 PO BOX 1284.5 Fuson WA 98258 <br /> 0 \ 1 <br /> z <br /> 0 a w,p,, 1."°a."m.°B.u... w. ' .`uc. <br /> of RAMP DNMP <br /> j(8)ACCESSIBLE RA1:13 SLOPE(28"VERTICAL DROP) WITH NON-SLIP ASPHALT ROLL ROOFING FACED WITH GRANULAR STONE AGGREGATED. / REQUIRED / a PROJECT INFORMATION: <br /> a <br /> / / 2'-3• 1-1/4"DIA. CONTINUOUS HANDRAILS © . ,1-D"/ / %24"x27" �0 34"ABOVE FINISHED GRADE (TYP) 24"x27" rc i ENTRY <br /> 4'-4.5 A.f.F. 4'-4.5"A.F.F. <br /> — 1` k - <br /> V <br /> . -� Z <br /> L -7 <br /> ' 0 I Z:�� / - / 6'_5. 2•_3" 4 8._O" SS/ 3'-1" / 6'-0 <br /> CONCRETE STEPSLI I 28._9. — - j I Cl')TO BASEMENT LEVEL ` J / _ _ o / .0 C <br /> CONCRETETEPST a J {e•` n N <br /> LEVEL (ABOVE) �/ <br /> LL <br /> REST t S_ 2- l" <br /> Ln �7 — sc CO <br /> 4 , �±6'-0• / 3'-0" ,k ROOM <br /> ao 3'-9" f 2'-8"714, L =�2'_7" I y 0 W <br /> OUP �py N (E)WALL WITH (1) LAYER 5/8' \ • <br /> Q. TYPE 'X• GWB' CONSTRUCTION \ 34• I§: a - Z r <br /> ,yry TYPE V-B (TYP. NORTH WALL)' \ m/%_� .1 �� W O <br /> FIELD VERIFY 15._7. a �\ / W <br /> s' /____ _ '� 1- y 2'-4". ` 2'-11" 2'-8 3'-2" r. <br /> Z Q O <br /> F (' ART STUDIO c; 1 i 1' <br /> la t 4- ru '":: <br /> ! – Ce <br /> II 5 AI a MECHANICAL ROOM mLIJ 1-7 <br /> UJ <br /> – ,- 9-,• 2'-B• 3-19• _ F — -I Z OPEN SPACE 0 ti ce <br /> ELECTRICAL PANEL I 1I T S --- - O W . <br /> 1/4"CEMENT BOAR ` I HVAC UNIT I N v a <br /> . 2.-0" j, 1. <br /> EXTERIOR SIDING ��` I L I CHIMNEY I _ 4. <br /> `\ ,- E l II \TYF TENANT <br /> 1 d o ' 13•_x• IMPROVEMENT <br /> 4'7 "9 \n II <br /> 4 /PIPES AT CEILING DRAWINGS <br /> ART STUDIO = - <br /> STORAGE <br /> 1 ; <br /> 2•_4• , <br /> A-3.0 <br /> SCHEMATIC DESIGN 11/07/18 <br /> EXISTING <br /> REVISIONS: <br /> fii <br /> C NO. DESCRIPTION DATE <br /> 14'-9" 0 - - 29.-2" / AS-BUILT 11/13/18 <br /> 1 V-7" y 4•-0" 4'-g" 53" A REVISE RESTROOM 120518 <br /> 1 /--/ / 2 / 10'-8" / 2- " / ^ g'-1" I II B FINAL TI DRAWINGS 12/07/18 <br /> • <br /> `l ` / ` ,I 1Q REV PER CITY COMMENTS 03/25/19 <br /> iii 0 ROUND 2 CITY COMMENTS 06/19/19 <br /> DRAWN BY:DJMK I APPROVED BY:DJMK <br /> 29.5"x20' 29.5"x20" 29.5"x20" <br /> 4•-10"A.F.F. 4'- CITY OF EVERETT SHEETFLOOR PLAN <br /> 1 0 AF.F. 4'-10"A.F.f. <br /> 44.-4' REVIEWED FOR ?ERMIT EXISTING <br /> / <br /> SCALE:AS NOTED <br /> AS-BUILT FLOOR PLAN-BASEMENT/� TI DRAWING SET <br /> 24x36 SCALE:1/2"=1'-0"`z DATE ISSUED:12/28/18 Z/ , <br /> �� SHEET NUMBER: <br /> 11 x17 SCALE:1/4°=1'-0" <br /> A-0.1 <br />