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Boulder County, GO <br />03995274 <br />10 of 14 <br />• <br />C:1Users1cI6dweII Documents10202 50 Water Mill CW CENT <br />10121/2021 2:05:04 PM <br />High Roof <br />V} 241-5 1/2" <br />(5383.5') <br />T.O. Parapet _ _ _ <br />vti -8" (5377.9') <br />Equipment FFE <br />0" <br />(5359.2') <br />-'Self Serve FFE <br />-1'-1 1/4" <br />(5358.1') <br />WEST ELEVATION <br />1/8" = 1'-0" <br />jai T.O_HHHHHHHjh Roof <br />111-1 24'-5 1/2" <br />(5383.5') <br />T.O. Parapet <br />�18'-8" <br />(5377.9') <br />Equipment FFE <br />(5359.2') <br />job Self Serve FFE <br />-1'-1 1f4" <br />(5358.1') <br />E . T ELEVATION <br />1I8" = 1'-0" <br />-T.O. Hi! h_ Roof <br />241-5 112" <br />(5383.5') <br />T.O. Parapet <br />18'-8" <br />(5377.9') <br />EQui�ment FFE_ <br />0" <br />(5359.2') <br />Am Self Serve FFE <br />-1'-1 1/4" <br />(5358.1') <br />NORTH ELEVATION <br />118" = 1'-0" <br />LOT 3, ST. LOUIS PARISH AND BOLDER INNOVATION CAMPUS - FILING NO.1 <br />16' - 0" <br />C9) <br />l <br />7'-4" <br />iSLI'I <br />L`1"7 <br />r <br />I • <br />! <br />I ! r <br />! ! I <br />• 1 I <br />! 1 I ! <br />11 1 I 1 <br />1 1 1 1 1 <br />� 1 - I <br />! I 1 1 1 <br />! 1 [ I <br />16'-0" <br />05,311) <br />(05.621) <br />i - ii IIti <br />L11 J <br />-I .11 11 r 71 <br />I I <br />III 1 1 I 1 I 11 1 I I I <br />1 I !'i 1 1 r 1 1 1 <br />I 1 1 1- ! I l l <br />16'-0" <br />12'-0" <br />36' - 8" <br />I I � <br />I I 1 <br />fr <br />I 1 _.J__ 1 I_I 1 I1 _- <br />! <br />1 i '1 I. rT 1-- 1I 1 <br />II 1 1I lilt <br />I . <br />I 1 I I <br />`k ! <br />II I I <br />1 i I <br />1 I 1 <br />l <br />! 1 I 1 1 1 1 1 I <br />I I 1 1 I F 1. 1 1: <br />! <br />. <br />18'-D' <br />16'-Q" <br />�.410) <br />(os.315) <br />(o4.z31) <br />12'-0" <br />1 4" <br />FINAL PLANNED UNIT DEVELOPMENT AND SPECIAL REVIEW USE <br />A SUBDIVISION LOCATED IN <br />A PORTION OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />16'-0" <br />18'-0" <br />E <br />C-F) <br />8'-0" <br />12'-0" <br />05.621) <br />16'-0" <br />W-04.124 <br />16-0" <br />05.410 <br />(05.62 <br />(08.132) <br />T.Q. Huh ftoiof <br />24'-5 1/2" <br />(5383.5') <br />_T.O.Paaaept <br />18`-88"" <br />(5377.9') <br />w <br />_., <br />04.710 < o <br />(04.124) <br />INA <br />ZIf <br />J <br />(5358.n_ <br />Base of Height <br />Dimensions <br />1 <br />16'-0" <br />05410 <br />04.231) <br />(04.231) -� <br />(04.222) <br />12'-0" <br />18'-0" <br />T.O.h Roof <br />11-1 24'-5 1/2" <br />(5383.5') <br />T.O. Parapet <br />18'--8" <br />(5377.9') <br />jelk EQu jpment FFE <br />Ili 0" <br />(5359.2') <br />jok Self Serve FFE <br />-1'-1 1f4" <br />(5358.11) <br />16'-0" <br />12'-0" <br />16'-0" <br />• <br />i <br />T-4" <br />I <br />1? I 1 1 I <br />1 1 <br />16'-0" <br />11 11 IIi1 i <br />II 1i b _1 i� <br />11 1Tr 11 1 . 11 II <br />1 V <br />Co5.aloo)---- <br />$OUT_}I ELEVATION <br />1 J8" = 1'-0.1 <br />6'-0" <br />. I <br />I I <br />11'-4" <br />L [ <br />1 1 <br />i 1 <br />I f f <br />I I 1 1 <br />I I <br />(34.110 <br />(oa.210 <br />05.861 <br />05.311 <br />(08.21©) <br />(04.222) <br />t <br />19' - 2 VT ACTUAL PARAPET HEIGHT <br />T.Q. Huh Roa <br />241-5 1/2" <br />(5383.5') <br />Paraeat <br />18'-8'_8" <br />(5377.9') <br />25' - 4" <br />Base of Height <br />Dimensions <br />(5383.7') <br />Base of Height <br />Dimensions <br />(05.621) <br /><05.860 <br />- j 1-"-t <br />11161161-11 <br />MARK I <br />MSC <br />SF-1 <br />PAINT <br />PT-1 <br />VALUE <br />04.124 <br />04.133 <br />04.222 <br />04.231 <br />05.311 <br />05.315 <br />05.410 <br />05.422 <br />05.621 <br />05.861 <br />08.110 <br />08.132 <br />08.210 <br />34.110 <br />43.103 <br />KEYNOTES <br />KEYNOTE TEXT <br />4" NOMINAL SPEC-BRIK CMU; CMU-4 AT PILASTER. RE: STRUCTURAL <br />8" NOMINAL SPLIT FACED CMU; CMU-2, RE: STRUCTURAL <br />8" NOMINAL GROUND FACED CMU; CMU-1, RE: STRUCTURAL <br />1 1/2" VERTICAL METAL WALL PANELS, MP-1 <br />1 112" METAL WALL PANELS, MP-2 - RE; ELEVATIONS FOR ORIENTATION <br />PRE -FINISHED METAL COPING OVER PARAPET WALL TO MATCH PT-1 <br />PRE -FINISHED BREAK METAL FASCIA TO MATCH ROOF PANEL, R-1 <br />STANDING SEAM METAL ROOFING, R-1 <br />PREFINISHED METAL GUTTERS TO MATCH R-1 <br />EXTERIOR MAN DOOR. <br />PRE -FINISHED ALUMINUM / POLYCARBONATE SECTIONAL ROLL -UP <br />EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" <br />INSULATED GLASS. <br />CONCRETE FILLED PIPE BOLLARD, PT-1 <br />WALL MOUNTED VENDING MACHINE, BY OWNER. <br />EXTERIOR FINISH SCHEDULE <br />DESCRIPTION <br />STOREFRONT ASSEMBLY <br />PAINT <br />ROOFING <br />R-1 STANDING SEAM METAL ROOF <br />R-2 <br />WALL <br />CMU-1 <br />CMU-2 <br />CMU-3 <br />CMU-4 <br />MP-1 <br />MP-2 <br />TPO MEMBRANE ROOF <br />GROUND FACE MASONRY UNITS <br />SPLIT FACE NIASONRY UNITS <br />4X8X16 MASONRY UNITS <br />4X8X16 MASONRY UNITS <br />VERTICAL METAL WALL PANEL <br />METAL PANEL <br />MAX HEIGHT NOTE: <br />KAWNEER <br />FIRESTONE (OR <br />APPROVED EQUAL) <br />BASALITE <br />BASALITE <br />BASALITEISPEC-BRIK <br />ROLLFAB METAL (OR <br />APPROVED EQUAL) <br />ROLLFAB METAL (OR <br />APPROVED EQUAL) <br />I ANODIZED <br />I MAGIC <br />PROFILE, COAL <br />BLACK <br />60 MIL, MECH. <br />ATTACHED <br />REMARKS <br />IW/ CLEAR INSULATED GLAZING <br />'EXPOSED STEEL STRUCTURE, TRIM <br />I AND BOLLARDS <br />FLAT ROOF AND CRICKETS <br />TO MATCH CMU-1 AT PILASTERS <br />TO MATCH CMU-2 AT PILASTERS <br />ALUMABOARD 8" <br />PLANK / PHOENIX <br />COPPER <br />ALUMABOARD 8" <br />PLANK / LIGHT MAPLE <br />RE: ELEVATIONS FOR ORIENTATION <br />AVERAGE OF THE HIGHEST AND LOWEST BUILDING CORNERS AT FINISHED GRADE: (5359.2" + 5358.1') / 2 = 5358.T <br />MAXIMUM ALLOWABLE HEIGHT AT PITCHED ROOF: 5358.7' + 25' = 5383.7' <br />ACTUAL HEIGHT AT PITCHED ROOF PEAK = 5383.5' <br />5383.5' < 5383.7',THEREFORE OKAY. <br />MAXIMUM ALLOWABLE HEIGHT AT PARAPET: 5358.7' + 20' = 5378.T <br />ACTUAL HEIGHT AT PARAPET = 5377.9' <br />5377.9' < 5378.T,THEREFORE OKAY. <br />4/71 <br />T.O. 1-ligt±Rook <br />(5383.5') <br />T.O. Parapet ooki <br />(5377.9') <br />Bas of Height <br />Dimensions <br />DATE: <br />SCALE: <br />DRAWN BY: <br />CHECKED BY: <br />10.22.2021 <br />CJL <br />MBB <br />H.VER <br />ARCHITECTURE <br />COPYRIGHT NOTICE <br />THESE PLANS ARE AN INSTRUMENT OF SERV/CE AND ARE THE <br />PROPERTY CF NOVER ARCHITECTURE. AND MAY NOT BE <br />+aim -FEN coNsENT OF HOVER ARCHITECTURE COPYRIGHTS <br />AND FRINGEINERTS WILL BE ENFCRCED AND PROSECUTED. <br />PROJECT NUMBER <br />0202.50 <br />SHEET <br />PUD-10 <br />SHEET 10 OF 14 <br />EXTERIOR <br />ELEVATIONS <br />