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10 - Floor Plan and ElevationsREF.EMPLOYEE ENTRANCE / RECEIVING 134' - 0"75' - 0"CRASH CART VESTIBULE 100 WAITING 101 RECEPTION 102 RESTROOM 103 SOILED 113 CLEAN WORK 114 STERILE STORAGE 115 OR #2 116 JAN. 117 STAFF 118 CHANGING 119 CHANGING 120 EE RESTROOM 121 BREAKROOM 122 VACUUM 123 MED GAS 124ELEC 125 WAITING 126 HALLWAY 127 BILLING OFFICE 128 RESTROOM 129 RESTROOM 130 OFFICE 131 OFFICE 132 OFFICE 133 OFFICE 134 OFFICE 135 OFFICE 136 EXAM 137EXAM 138 EXAM 139 EXAM 140 EXAM 141 EXAM 142 EXAM 143 NURSES STATION 144 FIRE RISER 145 STORAGE 146 CONSULT 147 CONSULT 148 CONSULT 149 MECH 150 BALANCE CENTER 151 JAN. / STORAGE 152 PRE-OP 104 HALLWAY 105 NURSES STATION 106 POST-OP 107 OFFICE / POST OP 108 STORAGE 109 STERILE COR. 110 SOILED HOLDING 111 OR #1 112 1 1 2 2 A A B B C C D D30' - 0"20' - 0"25' - 0"25' - 0"20' - 0"30' - 0"46' - 0"5' - 0"11' - 0"19' - 0"14' - 0 1/8"38' - 11 7/8" 134' - 0"5' - 0"FAMILY RESTROOM 154 ROTATRY CHAIR 157 Design Package Scale: 3/16" = 1'-0" Idaho Ear Clinic FLOOR PLAN 8.24.2020 pg. DR 21 Clinic & ASC 20134 LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" ABCD E-8D-2 B-6 A-3 ? B.O. DECK 116' -0" LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" 12 E-7 A-3B-6 E-8 B.O. DECK 116' -0" LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" A B C D B-5 B-6B-5 E-7A-3E-7 A-1 A-3 D-2 B.O. DECK 116' -0" LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" 1 2 D-2A-1B-6E-7 A-3 B-5 E-7 B-6D-2 B.O. DECK 116' -0" 1. LONGBOARD SIDING, 6" CHANNEL PROFILE, COLOR: LIGHT FIR 2. COUNTRY LEDGESTONE, COLOR: BUCKS COUNTY 3. ANODIZED ALUMINUM, COLOR: BLACK 4. NATURAL COLOR 5. MICA CHAMPAGNE 6. AGT ALUMINUM GREY 7. MEDIUM GRAY 8. DARK GRAY A. METAL B. METAL PANEL C. CONCRETE D. STONE E. STUCCO X -#MATERIAL LEGEND Design Package Scale: 1/8" = 1'-0" Idaho Ear Clinic ELEVATIONS 08.24.20 pg. DR 51 Clinic & ASC 20134 1/8" = 1'-0"4EAST ELEVATION 1/8" = 1'-0"2REAR ELEVATION 1/8" = 1'-0"3WEST ELEVATION 1/8" = 1'-0"1FRONT ELEVATION LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" D-2 1 2 A-1B-6E-7 A-3 B-5 E-7 B-6D-2 B.O. DECK 116' -0" E-8 LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" B-5 B-6B-5 E-7A-3E-7 A B C D A-1 A-3 D-2 B.O. DECK 116' -0" B-6 A-1 1. LONGBOARD SIDING, 6" CHANNEL PROFILE, COLOR: LIGHT FIR 2. COUNTRY LEDGESTONE, COLOR: BUCKS COUNTY 3. ANODIZED ALUMINUM, COLOR: BLACK 4. NATURAL COLOR 5. MICA CHAMPAGNE 6. AGT ALUMINUM GREY 7. MEDIUM GRAY 8. DARK GRAY A. METAL B. METAL PANEL C. CONCRETE D. STONE E. STUCCO X -#MATERIAL LEGEND LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" E-7 12 B-6A-3 E-8 B.O. DECK 116' -0" ?A-3 D-2 B-5 LEVEL 1 100' -0" TOP OF PARAPET 119' -0" T.O. HIGH ROOF 125' -0" ABCD D-2D-2 B-6 E-8 E-7 B.O. DECK 116' -0" A-3B-5 Design Package Scale: 1/8" = 1'-0" Idaho Ear Clinic COLORED ELEVATIONS/RENDERS 8.24.2020 pg. DR 52 Clinic & ASC 20134 1/8" = 1'-0"1FRONT ELEVATION 1/8" = 1'-0"2WEST ELEVATION 1/8" = 1'-0"3REAR ELEVATION 1/8" = 1'-0"4EAST ELEVATION 6"6"2"12" CLR. 2" 30"12"CLR.3"2" CONCRETE SOAP BLOCK, SLOPE TO DRAIN (2) #5 CONT. BOND BEAM AT TOP GROUT TOP COURSE SOLID (2) #5 CONT. BOND BEAM AT 2'-0" O.C. #6 VERT. BAR @ 16" O.C. 1/2" FIBER EXPANSION JOINT 6" CONCRETE SLAB WITH 13 X 13 D5 X D5 W.W.F. #5 DOWEL AT 24" O.C. EXTEND 36 BAR DIAMETERS OVER TOP OF FOOTING, ALTERNATE HOOKS GROUT SOLID CONC. FOOTING 12" X 30" W/ (2) #5 HORIZ. (2) #5 CONT. 6'-0" T.O. CMU 0'-0" T.O. PAVEMENT 24"STONE VENEER OVER METAL LATH AND GROUT BED, RE: SD51 E-3 T.O. FINISHED FLOOR 100' -0" T.O. CMU 106' -0" CONCRETE SOAP BLOCK SLOP TO DRAIN D-8 E-3 POST, PAINT BLACK, TYP.-1SD52T.O. FINISHED FLOOR 100' -0" T.O. CMU 106' -0" D-8 E-3 CONCRETE SOAP BLOCK SLOP TO DRAIN-1SD52T.O. FINISHED FLOOR 100' -0" T.O. CMU 106' -0" B-4 C-6 B-4 POST, PAINT BLACK CONCRETE SOAP BLOCK SLOP TO DRAIN D-8 1. LONGBOARD SIDING, 6" CHANNEL PROFILE, COLOR: LIGHT FIR 2. WESTERN RED CEDAR TIMBER, COLOR: STORM SEALANT: 20041 3. COUNTRY LEDGESTONE, COLOR: BUCKS COUNTY 4. ANODIZED ALUMINUM, COLOR: BLACK 5. NATURAL COLOR 6. BERRIDGE 'M' DECK 7. SW BUNGALOW BEIGE 8. DARK GRAY A. WOOD B. METAL C. CORRUGATED METAL D. CONCRETE E. STONE F. STUCCO X -#MATERIAL LEGEND DESIGN REVIEW TRASH ENCLOSURE SD5220019.00 1/2" = 1'-0"1TRASH ENCLOSURE - WALL SECTION 1/2" = 1'-0"3ENCLOSURE SIDE - ELEVATION 1/2" = 1'-0"4ENCLOSURE REAR - ELEVATION 1/2" = 1'-0"2ENCLOSURE FRONT - ELEVATION BRANDIR AAA RIBBON RACK MODEL 'RB07" ASTM A53 SCHEDULE 40 HOT DIPPED GALV. STEEL PIPE (2.375" 0DX0.154 WALL) OR SIMILAR HYDRAULIC STEEL BENDING WITH A MANDRIL, USED TO INSURE SMOOTH CURVES ON THE RACK #3 REBAR FOR ANCHORS (2 REQUIRED) LEVEL CONCRETE FOOTINGS 3"10 1/4"2' - 11 1/4"2 3/8"2' - 8 7/8"9 5/8"1 1/2"2' - 6"8" TOP OF SIDEWALK 5 BIKE RACK NTS C & O DEVELOPMENT, INC.21 AUGUST, 2020