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KEY PEAN: 1 KEYNOTES: <br /> "`����"'j I 0 DOOR AWNING, INSTALL PER <br /> MANUFACTURERS RECOMMENDATIONS. <br /> O <br /> -IR <br /> ALL ATTACHMENT HARDWARE AND <br /> � ;� '� � INSTRUCTIONS PROVIDED BY MANUFACTURER. <br /> i • REFER TO STRUCTURAL ENGINEERING D S I G N <br /> PROVIDED BY MANUFACTURER, SHEETS 1-5. <br /> �'IIIII�� Darcy J. Mertz Krewson, <br /> ..- RDI,ossoc.AIA <br /> AI <br /> ,l' Ph 14251610.sols 142515/20270 <br /> { PO BOX 12845 Everett,WA 98258 <br /> II, CALCULATION: g" -oV .o r»4»�e = <br /> 1 ; ±• cwx±sni sore a ws a.ye/wm a..q.,a e.>aae".,uc. <br /> { 'i'"'''•',' TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL <br /> �__ ir <br /> �I I. ,'I',',',',',' ',' OPENINGS BASED ON FIRE SEPARATION DISTANCE PROJECT INFORMATION: <br /> AND DEGREE OF OPENING PROTECTION. <br /> 'Z •{ EXISTING BASEMENT WALL AREA: <br /> — - - — C i 45'-6"x7'-0" = 324.3 SQ.FT <br /> PER TABLE 705.8: 10% IS ALLOWABLE <br /> 10% OF 324.3 SQ.FT. = 32.4 SQ.FT. V <br /> EXISTING BASEMENT LEVEL WINDOW AREA: Z <br /> 36 SOFT. <br /> REMOVE (1) BASEMENT LEVEL WINDOW: "" <br /> -4.5 SQ.FT. CI) <br /> NEW BASEMENT LEVEL WINDOW AREA: W <br /> ' 31.5 SQ.FT.= LESS THAN 10% (± 9.8%) 6.._e <br /> 1 <br /> D <br /> 0 w <br /> LU <br /> W c <br /> N <br /> Z Q a <br /> CO <br /> 0 w w <br /> IY <br /> !'n, CI <br /> Lli <br /> V M 111 <br /> TENANT <br /> IMPROVEMENT <br /> DRAWINGS <br /> 3'-6" / - -. ._ <br /> / <br /> 4111 , <br /> (E) CONCRETE STEPS <br /> __ --.. .._-_ .-__ _ - - -. _.. - _ _. _. ... -_ _ -. _. ._ _.. - _ O ALEVEL <br /> _..� - __._. __..... _..._ _...... ._. .-_. .. _. .._ _.... -_.I. __.I. (TABOVEMIN PROJECT AREA) <br /> I SCHEMATIC DESIGN 11/07/18 <br /> - <br /> i ___ .. p I } REVISIONS: <br /> I I n I I n I NO. DESCRIPTION DATE <br /> _. _. _... ..._. .. t I it n I I I c® I i 1 1 H I -` I T., I .. ... _. __.. I AS-BUILT 11/13/18 <br /> I I I 11I <br /> I I II I I III 11 Itt I I I I I I I1 III I III H I I A REVISE RESTROOM 12/05/18 <br /> I II I I I I II I I I <br /> __ '� I B FINAL TI DRAWINGS 12/07N8 <br /> -__. _...... -..... .-_ I.I Ill I I I -- I u � Ilo _. _... I Q REV PER CITY COMMENTS 03/25/19 <br /> d1 II I Il I I I Il I I III 11 I I ----Lk-----I <br /> �� 1111 Ili 14 l <br /> J tl I III III II I I �7 I 7 I I �-1 �� "N__,..1_ <br /> \ ' Y _i p -per U ROUND 2 CITY COMMENTS 08/19/19 <br /> CITY O F E p g E p.�E T T DRAWN BY:DJMK I APPROVED BY:DJMK <br /> I I I I I III I I I Ill fl f'I OF Y J 0 <br /> !, I III II _____________ SHEET TITLE: <br /> (E)RAILING TO REMAP I i I1 i :'III <br /> ii I I I ___ L___--------i-- - I EXTERIOR ELEVATIONS <br /> 1 11 L----Jil II ___--- ----------- CONCRETE BASEMENT WALL PROPOSED <br /> 1 I 1 101 II _------ TOPPED WITH ±24" HT <br /> L 111 ..J L I— ——-a_1Y—_� 4'-5" / 4'-5" / 4'-5" • 4'-5" 4'-5" 4'-3" 1 WOOD FRAMING TO UPPER \\\ <br /> LEVEL FLOOR FRAMING <br /> SCALE:AS NOTED <br /> O EAST EXTERIOR ELEVATION DATEISSUED 12/28/18 j//4 <br /> 24x36 SCALE:1/2"=1'-0° <br /> SHEET NUMBER: <br /> 11x1 7 SCALE:1/4"=1'-0" <br /> /-1-L.1 <br />