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a <br />CD <br />CN <br />E <br />LO <br />fV <br />CD <br />C111 <br />CD <br />CN <br />C? <br />0 <br />ry <br />E <br />E <br />i 7 <br />I <br />-- <br />TUBE TUBE STEEL <br />SUPPORT, SEE <br />STRUCTURAL <br />STOREFRONT <br />SYSTEM <br />WATERPROOFING AND <br />DRAINAGE MAT <br />DRAINAGE ROCK <br />FILTER FABRIC <br />4" 0 DRAIN PIPE <br />(N) CONCRETE FOOTING, <br />SEE STRUCTURAL <br />7 r81A <br />�A&61 <br />ENTRY VESTIBULE / CANOPY - SECTION. <br />SCALE: 1/2" = 1'-0" <br />SEE STRUCTURAL <br />7 IA <br />WALL SECTION NOTES <br />1. TYPICAL ROOF CONDITIONS SHOWN - SEE ROOF PLANS FOR <br />ROOF CONFIGURATION AND PITCH. <br />2. SEE A1.01 FOR ASSEMBLY TYPE DESCRIPTIONS <br />3. SEE 9/A8.11 FOR OUTLET BOX DETAILS. <br />4. SEE STRUCTURAL DRAWINGS AND BUILDING ELEVATIONS FOR <br />ADDITIONAL REQUIREMENTS AND INFORMATION NOT SHOWN <br />HERE, <br />(E) ITI.O.- PARAPET AN <br />5w- - i 0" "W <br />(E) _Lqy4 U_S <br />584'- 3" <br />(E) LEVEL 01 <br />570'- 0" <br />C1TY('),fr-- E-EVERETT <br />REVEWED FOR PERM111- <br />01 11 2' 4' <br />gig <br />CONSULTANT <br />0 <br />0 <br />z <br />uj <br />0 <g <br />0 <br />ry <br />00 <br />00-) <br />0 z < <br />u)- i>> <br />z < <br />CV ry <br />W <br />co > <br />C,q W <br />TITLE <br /># DATE DESCRI <br />A 04/17/2020 PLAN RE' <br />:1TION <br />IISIONS <br />REVISIONS <br />CD MS, JG <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04117/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />(D 2020 OTAK, INC. <br />If this drawing is not 24"x 36", it has been <br />reducedlentarged. Scale accordingly. <br />SCALE: 1/2" = V-0" <br />