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356 <br /> a_ u� a- 0- <br /> :5 cD � :2 I <br /> ui <br /> ELEVATION KEYNOTES NOTE: BUILDING ELEVATIONS AND MATERIAL TYPES ON THIS PLAN SHEETm m co rlo <br /> 0 0 0 0 <br /> EXTERIOR FINISHES ARE FOR INFORMATIONAL PURPOSES ONLY AND DEMONSTRATE THE <br /> 01 BRICK: 06 METAL GUTTER BY PEMB VENDOR. COLOR: BLACK <br /> MANUFACTURER: GENERAL SHALE CLAYTONFALLS MINIMUM STANDARD COMMITMENTS FOR THE BUILDING PROPOSED ON SITE . <br /> LIGHTWEIGHT MODULAR C 652 2-1/4H X 3-1/2W X 7-5/8L 07 METAL RAKE BY PEMB VENDOR. COLOR: BLACK <br /> BRICK MANUFACTURED BY GENERAL SHALE, MONCURE, NC. EXACT BUILDING ELEVATIONS WILL DIFFER. ALL BUILDING ELEVATIONS AND <br /> PROVIDE SAMPLE BOARDS OF BRICK TO OWNER AND ERECT 08 METAL SOFFIT BY PEMB VENDOR. COLOR: BLACK. <br /> SAMPLE PANEL ON SITE. 09 SOLDIER COURSE MATERIAL TYPES WILL MEET THE MINIMUM STANDARD ZONING <br /> 02 TEXTU RED SIDING PAN ELS: 10 ALUMINUM STOREFRONT SYSTEM: COLOR: BLACK REQUIREMENTS OF THE ORANGE COUNTY UDO. z <br /> O_ <br /> TONGUE &GROOVE, INSULATED METAL PANELS W/ z z z z <br /> STUCCO-LIKE TEXTURE. MANUFACTURED BY VARCO AND F111 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. <br /> SUPPLIED BY PEMB VENDOR. 61" VERTICAL SEAMS. COLOR: 0 0 0 0 LLJ <br /> PLATNIUM 12 ROWLOCK COURSE- FLUSH WITH BRICK WALL. <br /> z z z z <br /> 03 METAL SIDING PANELS: 13 STEEL ENTRY CANOPY-SEE DETAIL-COLOR: BLACK 0 0 0 0 <br /> U U U U <br /> STANDARD RIBBED PANELS MANUFACTURED BY VARCO. w w w w <br /> 14 ELECTRICAL ENTRANCE-SEE ELECTRICAL DRAWINGS C' 0 0 0 <br /> COLOR: COOL EGYPTIAN WHITE z z z z <br /> a Q Q Q <br /> / <br /> ROOFING PANELS: 15A C UNITS-SEE HVAC DRAWINGS o 0 0 0 <br /> 04 <br /> VARCO PANEL RIB ROOFING. COLOR: COOL EGYPTIAN WHITE a IL IL a <br /> 16 MANUALLY OPERATED ROLL-UP DOOR- PAINT BLACK <br /> 05 5" X 5" METAL DOWN SPOUTS TO SPLASH BLOCK. COLOR: <br /> BLACK 17 BLACK BREAK METAL AT VERTICAL AND HORIZONTAL ti CO M N <br /> STEEL SUPPORTS FOR STOREFRONT SYSTEM. <br /> OO�WA. <br /> 18 PRE- ENGINEERED LIGHTWEIGHT OVERHANG AND <br /> SUPPORTS- PAINT BLACK M Q U a v�°-� W. <br /> W Woz��woZm�Z <br /> UL�w¢o—O <br /> Cz Z z w U H�>KQ�W W Q H <br /> N Q www—ZZLu.l3 ow <br /> OO V W ¢ OWa'd'df}WZO z� <br /> W l l d¢5¢m._L y¢¢ <br /> ¢ j W W¢O Z U O m.H <br /> LLZ H.O¢OU7�H W <br /> Z 0zm2owKwywwZz <br /> og>�z¢Uo ag>0W E,�LHLl o DuO LdL0O <br /> U O ( ZW <br /> nZw1) JF_c <br /> wzO <br /> (nZ �WoJZzUOJ <br /> w O <br /> � mz3 -°�1 0 <br /> 2 A300 U 0 v Lu <br /> A300 <br /> w <br /> o ocn <br /> � <br /> cn <br /> a U) U) <br /> w � w <br /> w @� = <br /> z ¢ o <br /> n o <br /> w o <br /> Q Q c Z U) N <br /> 0 <br /> U J U � Z > o <br /> N <br /> w w o FL o <br /> OE Ic6 6 <br /> TOP STEEL STRUCTURE <br /> +24'-5" <br /> 5 05 <br /> 09 09 — — - TOP OF_BR1CCK4 <br /> 0 5 0 5 05 0 <br /> 01 01 <br /> 3 3 3 03 3 3 3 <br /> 1 18 <br /> ❑ 11 11 h <br /> W <br /> LU <br /> 115 1 1 1 Fl 1-41 h <br /> C ca <br /> = NO <br /> TOP OF SLAB W <br /> +0' 0" <br /> = o <br /> W � <br /> � v <br /> Z <br /> t � <br /> M <br /> 01EAST, ELEVATION W Q N N � � <br /> 1/8 - 1 0 <br /> tAC2 PL4 U M p <br /> zt <br /> 2 1 <br /> A300 A300 <br /> U) <br /> w z <br /> 4 O <br /> P O Q <br /> __. T P. TEEL TRUCTURE � 0 <br /> '-5 �,.� <br /> w J w <br /> 03 0 0 0 0 3 0 Z w w <br /> -----_._. _ OP OF. Z J <br /> pg +19-4 Q � Q <br /> 09 05 05 0 5 05 � w <br /> O <br /> 3 Opz 0 <br /> - -- -- -- - -- - T9_P_OFF STEEL. W Q = C) U <br /> +121-011 <br /> u U Lu w <br /> FU 18 01 01 01 01 01 01 18 01 Z O <br /> 09 pg W U <br /> OS 05 LELIF] <br /> 05 0 109 05 w Lu Of co U <br /> 1 1co 10 05 <br /> 12 1 1 110 J <br /> PROJECT NO. <br /> 22-0214 <br /> DRAWING NAME: <br /> WEST ELEVATION ARCH.dwg <br /> 2 1/8-1 = 11-0if <br /> SHEET NO. <br /> A-2. 10 <br />