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DECK BRIG 16'-0" FFL <br />14'-0 L TO U S F <br />STRUCTURE TYP. MIN. <br />2 SOUTH EXTERIOR ELEVATION <br />-4.2 3/16"=1'-0" <br />1 NORTH EXTERIOR ELEVATION <br />-4.2 3/16"=1'-0" <br />00 <br />I <br />N <br />5 4 3 2.1 2 1 <br />AW EF EF <br />[V—L, N <br />I l i I i <br />6'-4" <br />EIFS C/J <br />I <br />SOUTH ELEVATION <br />TYP OF <br />(3) <br />34'-6" <br />4 EQ. EIFS C/J <br />72'-4" <br />LEASE DIMENSION <br />15'-4" 8'-0" <br />2 EQ. EIFS C/J <br />3' <br />" <br />0 <br />I <br />0 <br />I <br />0 <br />DECK BRIG <br />18'-0" FFL <br />GENERAL SHEET NOTES <br />1. LIGHT FIXTURE DIMENSIONS ARE TAKEN TO CENTERLINE OF THE FIXTURE, UNLESS NOTED OTHERWISE. <br />2. MASONRY/CONCRETE DIMENSIONS ARE TAKEN TO FINISH FACE OF MATERIAL(S). <br />ALL HEIGHTS SHOWN ARE FROM FIRST FLOOR FINISH SLAB ELEVATION. <br />3. GENERAL CONTRACTOR TO VERIFY MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION OF ALL PERIMETER LIGHTING. <br />4. C.J. = CONTROL JOINT. <br />4.1. AT E.IF.S. INSTALL CONTROL JOINT PER MANUFACTURER'S RECOMMENDATION, JOINT SHALL BE 1/2' WIDE WITH JOINT SEALANT AND BACKER ROD. <br />4.2. AT THRU-WALL C.M.U. CONTROL JOINTS, PROVIDE 1/2' CLEAR JOINT WITH CONT. INORGANIC CONTROL JOINT GASKET, JOINT SEALANT, AND BACKER <br />ROD. <br />5. AT ALL BUILDING SIGNAGE AND GRAPHIC PANELS OCCURRING AT STUD WALL FRAMING, PROVIDE 5/8' FIRE -TREATED PLYWOOD SHEATHING AS REQUIRED <br />FOR PROPER SIGNAGE AND GRAPHIC PANEL SUPPORT. <br />6. PROVIDE SEALANT AT ALL INTERSECTIONS OF DISSIMILAR MATERIALS. <br />7. 8'-0' x 4'-0' x r NAILABLE EXTERIOR GRADE SHEATHING CENTERED ABOVE DOOR. <br />LEGEND <br />C I J <br />CONTROL JOINT LOCATION <br />E I J <br />EXPANSION JOINT LOCATION <br />F IJ <br />FALSE JOINT LOCATION <br />O <br />TEMPERED GLAZING <br />� <br />EXTERIOR FINISH SCHEDULE r A MATERIAL, <br />FINISH <br />MATERIAL SCHEDULE <br />SYMBOL <br />DESCRIPTION <br />BR-2 <br />GROUND -FACE BLOCK MASONRY <br />EF-1 <br />OFS - DRYVIT OR APPROVED ALTERNATE <br />EF-2 <br />WATER TABLE PROFILE: OFS - DRYVIT OR APPROVED ALTERNATE <br />DS-1 <br />PRE -FINISHED ALUMINUM DOWNSPOUT <br />MC-1 <br />METAL COPING - COLOR TO MATCH E-1 <br />AW-1 <br />PRE-FlNISHED EXTRUDED ALUMINUM CANOPY <br />SF-1 <br />ALUMINUM STOREFRONT - KAWNEER 451 OR EQUAL 1' INSULATED LOW-E CLEAR GLASS <br />L-1 <br />DECORATIVE LIGHT FIXTURE A - SEE ELECTRICAL DRAWINGS <br />L-2 <br />DECORATIVE LIGHT FIXTURE B - SEE ELECTRICAL DRAWINGS <br />L-3 <br />DECORATIVE LIGHT FIXTURE C - SEE ELECTRICAL DRAWINGS <br />L-4 <br />WALL PACK LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS <br />HM-1 <br />HOLLOW METAL DOOR. PAINT TO MATCH E-1 <br />HM-1 <br />STANDING SEAM METAL <br />HM-1 <br />METAL PANELING <br />HM-1 <br />METAL PANELING <br />HM-1 <br />METAL PANELING <br />TS-X <br />JUNCTION BOX & PULL STRING ONLY. <br />EXTERIOR FINISH SCHEDULE NOTES <br />1. H.M. DOORS AND FRAMES SHALL BE SHOP GALVANIZED AND FIELD PAINTED. <br />2. EDGE OF ROOF FLASHING AND FASCIAS AT EIFS CORNICES SHALL BE PREFINISHED AND <br />SHOP FABRICATED. <br />3. FLASHING, TRIMS, AND COLUMN COVERS AT ALUMINUM STOREFRONT SHALL MATCH <br />ALUMINUM STOREFRONT FINISH. <br />4. MASONRY GROUT COLOR IS NOT CALLED OUT ON THE ELEVATIONS. INFORMATION IS <br />NOTED IN THE EXTERIOR FINISH SCHEDULE. PROVIDE AS NOTED IN THE SCHEDULE. <br />5. SEE REFLECTED CEILING AND REFLECTED CANOPY PLANS FOR CEILING FINISH TAGS. <br />'t <br />T M N <br />M " <br />�n <br />M <br />a O N <br />2 <br />O O <br />L M M <br />U) <br />W <br />O Q <br />,ru <br />V O <br />z <br />% <br />0 <br />L ..Q)^ <br />In <br />O J <br />O% V <br />c <br />-N <br />(1) v <br />a <br />N <br />4­ <br />4 <br />V <br />o <br />LL <br />a <br />u' <br />v <br />.Q <br />Z <br />0 <br />o v <br />r <br />i. <br />S <br />Uj <br />N <br />« <br />w <br />N <br />:2 <br />^ <br />j <br />O <br />W <br />L <br />D <br />r <br />i <br />U <br />W <br />V <br />2 <br />�^ <br />� <br />N <br />O <br />Q <br />a <br />0 <br />LL <br />J °0 z <br />Q W w a V 0 <br />uWzaOov0w <br />m()1-2 W Z��Z <br />OIW--OxWZW Wo <br />N=W.�=QWWW2 <br />OOfW zZ0iwOw� <br />a W H Z Ix_� C)0 0= W W Q W� W <br />U=C�>QWMDX <br />>=} 01— <br />VWQ�O2H <br />N <br />N <br />O <br />N <br />O <br />as <br />p <br />2 <br />Ir <br />W <br />d <br />0 <br />u_ <br />Cl <br />W <br />V) <br />O <br />f6 <br />0 <br />z <br />Sheet Name: <br />ELEVATIONS <br />Proj t <br />Issue Date: <br />210316 <br />09/01 /2022 <br />Sheet No.: <br />A-402 <br />Drawn By: <br />Checked By: <br />DL <br />DS <br />i711 11 1''! ., iis 11,1: -Try i _ r <br />ISSUED FOR CONSTRUCTION <br />- <br />