Laserfiche WebLink
N <br />0 <br />a) <br />DRAWING NUMBER <br />DRAWING NUMBER <br />4 <br />W <br />z <br />LI/ W <br />=a <br />crz <br />z <br />• L� <br />H Q <br />Da <br />Qa <br />a <br />0 <br />LL <br />H:\JL Louisville_2416\PUD\Plotting\A2-4.dwg <br />■ <br />■ <br />■ <br />. <br />■ <br />0 <br />0 <br />0 <br />I I I I I I <br />1 1 1 1 1 <br />SOUTH ELEVATION <br />WEST ELEVATION <br />0 <br />. <br />12 <br />I <br />I I I j_' I <br />}Vl I <br />i a' <br />1 1' G' 1' I <br />I I ' <br />II <br />I I <br />I ' <br />V <br />s>. ; A L <br />I <br />L. 1 <br />.~ <br />v.. ,e. id <br />/ <br />/ \ <br />\ / <br />\ / <br />\ / <br />\ / <br />0 <br />1 <br />1 <br />0 <br />0 <br />0 <br />1 <br />1 <br />1 <br />1 <br />. <br />. • <br />I1I1 1 <br />1 1 <br />1 1 1( <br />11 <br />I 1 1 <br />,11 <br />1 1 1 1 <br />I_._.... <br />lII I <br />j _1 1 I I <br />1 <br />1111111 <br />1 1 1 1 1 1 1 <br />1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />HIGHEST POINT OF BUILDING <br />EL. 123.00'N' <br />/1 1 <br />T.O. COPING <br />EL 115.17' <br />T.O. COPING <br />EL 113.33' <br />T.O. CMU <br />EL 100.66' <br />T.O. FLOOR SLAB <br />EL 96.00'T <br />. <br />■ <br />■ <br />1 <br />1 <br />1 <br />This drawing is the property of Overway + Pedersen Architects, <br />LLP and is not to be reproduced or copied in whole or in part. <br />It shall only be used for the project and site specifically <br />identified herein and shall not be used on any other project. <br />HIGHEST POINT OF BUILDING <br />EL 123.00' <br />i <br />T.O. COLUMN <br />EL 115.17' <br />T.O. COPING <br />EL 113.33' <br />J T.O. COPING <br />EL 107.83'4' <br />1 /4"=1'_0" )11. <br />(2 <br />1 /4"=1'-0" <br />• <br />B.O. CHANNEL <br />EL 105.83' <br />T.O. CMU <br />EL 100.66' <br />T.O. FLOOR SLAB <br />EL 96.00' <br />KEYNOTES: <br />1. STANDARD SIZE BRICK VENEER <br />2. 8x16 SMOOTH FACE CMU VENEER <br />W/8x8 SCORING PATTERN <br />3. 8x16 SPLIT FACE CMU VENEER <br />4. 8x8 CMU VENEER ACCENTS <br />5. STEEL CHANNELS, PAINTED <br />6. ALUMINUM STOREFRONT <br />7. PREFINISHED METAL ROOFING <br />8. PREFINISHED ALUMINUM COPING <br />9. SCUPPER & DOWNSPOUT <br />10. WALL MOUNTED FULL CUTOFF LIGHT <br />FIXTURE, SEE DETAIL 4/A3.1 <br />11. MASONRY CONTROL JOINTS <br />12. ACCENT BRICK BAND <br />13. CAST CONCRETE COPING <br />14. PREFINISHED ALUMINUM RIDGE <br />SKYLIGHT <br />15. EXT. INSULATION & FINISH <br />SYSTEM (EIFS) <br />16. PREFINISHED STANDING SEAM METAL <br />ROOFING OVER PAINTED STEEL TUBE <br />FRAME <br />17. BUILDING SIGNAGE <br />18. 1" DEEP RAISED BAND <br />19. PERFORATED METAL SCREEN, PAINTED <br />20. CAST CONCRETE SILL <br />21. STEEL TUBES, PAINTED <br />22. AUTOMATIC SLIDING DOOR <br />23. 3'-4" HIGH BRICK WALL SPANNING <br />BETWEEN COLUMNS <br />Oaf <br />and <br />& l 7e 1 IFIlowszo <br />S BOULDER RD AT PLAZA DR <br />LOUISVILLE, CO <br />CARCOLO #1 LTD. <br />9111 JOLLYVILLE ROAD, SUITE 106 <br />AUSTIN, TX 78759 <br />PROJ. <br />NO. <br />2416 <br />FINAL PUD & DEV. PLAN PLAN. COMM. CONDITIONS <br />• 17 NOV 2004 ..21 FEB 2005 <br />PUD COMMENTS <br />• 03 JAN 2005 .. <br />PLAN. COMM. COMMENTS <br />• 28 JAN 2005 <br />LEHRER'S <br />EXTERIOR ELEVATIONS <br />A2.4 <br />