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17 ADR architectural sheetsVANVANVANVANVAN MTRCANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: CANOPY:CALIPER: S WV W W W. TURIN CT.N. CORTONAWAYW. MILANODR. 12'0'- 6" 10'0'- 7" 18'0'- 7" 12'0'- 8" 12'0'- 8" 15'0'- 8" 15'0'- 8" 20'0'- 8" 25'0'- 9" 15'0'- 10" 15'0'- 10" 16'0'- 10" 30'0'- 10" 30'0'- 10" 18'0'- 11" 25'0'- 11" 35'0'- 11" 20'1'- 0" 20'1'- 0" 20'1'- 0" 22'1'- 0" 22'1'- 0" 25'1'- 0" 25'1'- 0" 25'1'- 0" 25'1'- 0" 30'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 45'1'- 0" 20'1'- 1" 30'1'- 1" 25'1'- 3" 50'1'- 4" 50'1'- 5"10 OFF7 78 81010 OFF7 78 81010 OFF7 78 81010 OFF7 78 81010 OFF7 78 81010 OFF7 78 810Des Moines, Iowa SERVICE YARDSOUTH APARTMENTS 4-STORY BLDG NORTH APARTMENT 4-STORY BLDG CLUBHOUSE 2-STORY BLDG WATER/SIGNAGE FEATURECARPORT - 8CARPORT -10CARPORT -10 CARPORT 10 STALLCARPORT 8 STALL MAINTENANCE STORAGE C A R P O R T - 6 C A R P O R T -6CARPORT - 6CARPORT - 6GARAGE TYPE 3GARAGE TYPE 3 GARAGE TYPE 2GARAGE TYPE 3 GARAGE TYPE 1 CARPORT -6 CARPORT 8 BUFFER10'-0" LANDSCAPE52 545 554 1 1 1 G A R A G E TY PE 3 1 4 ADA ACC. 70 1 8 820 441 FIRE ACCESS GATE WITH KNOX BOX 6' HIGH SITE OBSCURING FENCE, 8'-0" O.C. ADA ACC. 2BISTRO PORCHPORTE COCHERET FIRE LANE -150'L MAX. 1 1 1DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS RC RC DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DSDS DSDS DSDS DS A1.20 5 CARPORT 10 5 DS CARPORT - 8 STALL 11DS DS DS DSDS CARPORT -8 DS DSDS 2 2CARPORT -4 CARPORT 4 DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 1211B.CRT GRN P.CRT F.PIT GRIL P.GRN A1.20 8 Parking Counts REQUIRED PARKING: RESIDENTIAL USE TYPE: MULTI-FAMILY DWELLING CITY CODE REQUIRED PARKING PER UNIT: STUDIO & 1 BEDROOM UNITS (1.5 STALLS/UNIT) 1.5 X 124 = 186 STALLS 2 BEDROOM UNITS (2.0 STALLS/UNIT) 2.0 X 36 = 72 STALLS TOTAL REQUIRED: (1.6125 STALLS/UNIT) 1.6125 X 160 = 258 STALLS REQUIRED COVERED PARKING PER UNIT: STUDIO & 1 BEDROOM UNITS (1 STALL/UNIT) 1.0 X 124 = 124 STALLS 2 BEDROOM (1 STALL/UNIT) 1.0 X 36 = 36 STALLS TOTAL REQUIRED COVERED: (1 STALL/UNIT) 1.0 X 160 = 160 STALLS REQUIRED ACCESSIBLE PARKING: (2% OF TOTAL) 258 X .02 = 6 STALLS PROVIDED PARKING: SURFACE STALLS (UNCOVERED) 102 STALLS GARAGES (.2625 PER UNIT) 42 STALLS CARPORTS (.7375 PER UNIT) 118 STALLS TOTAL PROVIDED PARKING: 258 STALLS ACCESSIBLE SPACES PROVIDED STANDARD 3 STALLS VAN 2 STALLS GARAGE 2 STALLS TOTAL ACCESSIBLE PARKING PROVIDED 7 STALLS(2.7%) General Notes 1.ALL SIDEWALKS TO HAVE 2% MAXIMUM SLOPE 2.FINISH GRADE TO BE 6"MIN BELOW FFE U.O.N. PROVIDE SLOPE AWAY FROM BUILDING 1.REFER TO CIVL PLANS FOR: -PARKING LOT AND SIDEWALK MATERIALS & DETAILS -PARKING LOT STRIPING & DETAILS -UTILITY LINE LOCATIONS -GRADING PLANS -SITE DRAINAGE PLANS 2.REFER TO LANDSCAPE PLANS FOR: -PLANTING AND MATERIAL PLANS -FOUNTAIN 5.REFER TO ELECTRICAL PLANS FOR SITE LIGHTING FIXTURE TYPES Keynotes # 1.30 YEAR LAMINATED ASPHALT SHINGLES OVER 15# FELT ON SHEATHING WITH PLY CLIPS, 8D AT 6" O.C. EDGE NAILING, 8D AT 12" O.C. FIELD NAILING 2.MANUFACTURED TRUSSES AT 24" O.C. PER STRUCTURAL. 3.CONTINUOUS RIDGE VENT 4.CONCRETE FOOTING PER STRUCTURAL 5.CONCRETE FOUNDATION WALL PER STRUCTURAL 6.2x4 PRESSURE TREATED SILL, WITH FIBERGLASS SEAL SILL 7.SLOPED CONCRETE SLAB ON COMPACTED GRAVEL FILL ON COMPACTED SUBGRADE PER STRUCTURAL Project No: Drawn By: Date:153 SOUTH JEFFERSONSPOKANE WASHINGTON 99201509.838.4511FAX: 509.838.4605 WWW.BERNARDOWILLS.COMCOPYRIGHT BERNARDO WILLS ARCHITECTS, PC 2020In Association With:PRELIMINARY NOT FOR CONSTRUCTION A1.00 03/20/2020 ELN 19-03-076Investcor DevelopmentTen Mile & McMillanMeridian, IdahoConstruction Documents March 16, 2020Architectural Site PlanMcMillan Independent LivingNORTH 1" = 30'-0" 1 Architectural Site Plan Construction Documents March 16, 2020ADR/CZC Submittal March 20, 2020 Garage Plan Keyed Notes # 1.30 YEAR LAMINATED ASPHALT SHINGLES OVER 15# FELT ON SHEATHING WITH PLY CLIPS, 8D AT 6" O.C. EDGE NAILING, 8D AT 12" O.C. FIELD NAILING 2.MANUFACTURED TRUSSES AT 24" O.C. PER STRUCTURAL. 3.CONTINUOUS RIDGE VENT 4.CONCRETE FOOTING PER STRUCTURAL 5.CONCRETE FOUNDATION WALL PER STRUCTURAL 6.2x4 PRESSURE TREATED SILL, WITH FIBERGLASS SEAL SILL 7.SLOPED CONCRETE SLAB ON COMPACTED GRAVEL FILL ON COMPACTED SUBGRADE PER STRUCTURAL 8.9'-0" W. x 8'-0" H. OVERHEAD GARAGE DOOR, WITH HANDLE LOCK TYPICAL. PROVIDE 10'-0"W x 8'-0"H AT ACCESSIBLE GARAGE STALL 9.HEADER, SEE STRUCTURAL 10.FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN., SEE CIVIL DRAWINGS 11.GARAGE DOOR OPENER LOCATED AT 7'-0" MIN. A.F.F., SEE ELECTRICAL 12.5" VINYL DOUBLE LAP SIDING TO MTACH MAIN BUILDING 13.VAN ACCESSIBLE STALL AND ACCESS AISLE 14.PREFINISHED METAL RAIN GUTTER AND DOWNSPOUT 15.4/4" 8" FASCIA G1-1G1-2G1-3G1-4G1-5G1-6G1-7G1-8 G1-A G1-B 17'-6"12'-6"12'-6"12'-6"12'-6"12'-6"12'-6" 92'-6"MAX.TYP.TYP.A4 PAR A4 PAR A4 PAR FB1 PAR A4 PAR A4 PAR 21'-10"0"1/4" / 12"5'-2"7'-11" 6'-3" 1'-0" TYP.2'-0" TYP.ROOF LINE ABOVE, TYP. DS DS DS DS G1-1G1-2G1-3G1-4G1-5G1-6G1-7G1-8 7 A1.10 TYP.6" / 12"G1-1 G1-2 G1-3 G1-4 G1-5 G1-6 G1-7 G1-8 TYP.6" / 12"VENTED VINYL SOFFIT SLOPE, TYP 2% MAX. 5/8" GWB (TAPE & MUD ONLY)TYPICAL EACH RESIDENT GARAGE. PROVIDE 5/8" GYP BD, VAPOR RETARDER & FULL CAVITY INSULATION AT MAINTENANCE GARAGE 1 3 15 9 6 7 10 5/8" GWB (TAPE & MUD ONLY) PROVIDE 5/8" GYP BD, VAPOR RETARDER & R-38 INSULATION OVER MAINTENANCE GARAGE 2 11 8 14 5 4 6" 12" 6" 12" G2-8G2-7G2-6G2-5G2-4G2-3G2-2G2-1 93'-2" 12'-10"12'-6"17'-6"12'-6"12'-6"12'-6"12'-10" G2-A G2-B MAX.TYP.1/4" / 12"0"21'-10"TYP. 6'-3" TYP. 6'-7"2'-0" -- G2-8G2-7G2-6G2-5G2-4G2-3G2-2G2-1 6" / 12"TYP.G2-8 G2-7 G2-6 G2-5 G2-4 G2-3 G2-2 G2-1 6" / 12"TYP.G3-1 G3-2 G3-3 G3-4 G3-5 G3-6 G3-7 G3-8 88'-2" 12'-10"12'-6"12'-6"12'-6"12'-6"12'-6"12'-10" G3-A G3-B TYP.0"21'-10"1/4" / 12"MAX.TYP. 6'-3" TYP. 6'-7" G3-1 G3-2 G3-3 G3-4 G3-5 G3-6 G3-7 G3-8 6" / 12"TYP.G3-2G3-3G3-4G3-5G3-6G3-7G3-8 6" / 12"TYP.- --- DOWNSPOUTS LOCATED AT CENTER OF CARPORT POSTS. TYP. GUTTERS AT LOW SIDE OF ROOF, TYP. DS 9'-0"18'-0"18'-0"18'-0"18'-0"9'-0"18'-0" 5/4 12" FIBERCEMENT BOARD FASCIA TYPICAL 1/2" / 12" DS 8'-0"STANDING SEAM METAL ROOF TO MATCH BUILDING Project No: Drawn By: Date:153 SOUTH JEFFERSON SPOKANE WASHINGTON 99201 509.838.4511 FAX: 509.838.4605 WWW.BERNARDOWILLS.COMCOPYRIGHT BERNARDO WILLS ARCHITECTS, PC 2020In Association With:PRELIMINARY NOT FOR CONSTRUCTION A1.10 03/20/2020 ELN 19-03-076Investcor DevelopmentTen Mile & McMillanMeridian, IdahoConstruction Documents March 16, 2020Garage Plans & ElevationsMcMillan Independent Living1/8" = 1'-0" 1 Garage_Type - 1 1/8" = 1'-0" 2 Garage Type - 1 Front Elevation 1/8" = 1'-0" 3 Garage Type -1 Back Elevation 1/2" = 1'-0" 7 Typ. Garage Section 1/8" = 1'-0" 4 Garage Type - 2 1/8" = 1'-0" 5 Garage Type - 2 Front Elevation 1/8" = 1'-0" 6 Garage Type - 2 Front Elevation 1/8" = 1'-0" 8 Garage_Type - 3 1/8" = 1'-0" 9 Garage Type - 3 Front Elevation 1/8" = 1'-0" 10 Garage Type - 3 Back Elevation 1/4" = 1'-0" 11 Carport Plan 1/4" = 1'-0" 12 Carport Elevation Construction Documents March 16, 2020Construction Documents March 16, 2020ADR/CZC Submittal March 20, 2020 GFCIGFCI GFCIGFCIGFCIGFCIGFCIGFCIA1.20 31/8" / 12"4 A1.20 MOP SINK UTILITY SINK HEAT PUMP SYSTEM - INDOOR HIGH WALL FAN COIL UNIT ABOVE DOOR WASHER DRYERWORK BENCH BY MAINTENANCE STAFF WORK BENCH REFRIG W1 WAL W1 WAL 22'-0"16'-0"M100E 84"2I NM100 36" 3A N14'-7 1/4"MAINTENANCE SHOP MAINTENANCE STORAGE 4'-8"7'-4"4'-0" 3'-0"10'-10"10'-3"2'-6"- -22'-0"A1.20 2 24'-0"16'-0" 4'-0"16'-2"3'-10" 6" 12" 1/8" / 12"11 1/2"10'-2 5/8"1 RF W1 WAL A5.10 15 A5.10 3 G0.60 38'-2" R.O. HEAD24 2 16 23 27 26 1'-4"12'-0"2'-0"2'-8"7'-4"2'-8"17'-4" 14'-8" 32'-0" 30-YARD TRASH COMPACTOR 3-YARD KITCHEN REFUSE DUMPSTER 2-YARD TRASH DUMPSTER 2-YARD TRASH DUMPSTER 2-YARD RECYCLING DUMPSTER SANITARY SEWER DRAIN BOLLARD, A1.20 -15'-4"12'-8"6 -- 9 A1.20 2-YARD RECYCLING DUMPSTER 3 6 16 2 23 8'-0"A1.20 7 2325 MANUFACTURED STONE CAP SINGLE BOND BEAM CMU BLOCK PER SECTION 042200. PAINT ON INSIDE FACE PER SECTION 099113. EXPANSION JOINT PAVING PER CIVIL 7'-4"/8'-0"4"1'-4"11'-0"14'-0"9 A1.20 Sim8'-4"33'-4"SLOPE 2%MAXSLOPE 2%MAX7'-4"1'-4"7'-4"1'-4"7'-4"1'-4" EQ EQ 8"7'-6"6" DIA. CONCRETE FILLED STEEL POST, PAINTED "TRAFFIC YELLOW" 18" DIA. FOOTING 3"2'-0"3'-0"CONCRETE DOME 24 COMP. ROOF SHINGLES 2 4/4 12" FIBER CEMENT FASCIA BOARD 3 4/4" 8" FIBER CEMENT TRIM BOARD 6 FIBER CEMENT BOARD AND BATTEN SIDING 14 ADHERED STONE VENEER 16 8" FIBER CEMENT LAP SIDING (COLOR 2) 17 ADHERED STONE VENEER WALL CAP 18 4/4 12" FIBER CEMENT TRIM BOARD 21 4/4 4" FIBER CEMENT TRIM BOARD TRIM 23 CONTINUOUS RIDGE VENT, SEE ROOF PLAN 23 PAINTED METAL GATE Keyed Notes 25 PAINTED METAL COPING (COLOR 2) 27 PRE-FINISHED METAL GUTTER AND DOWNSPOUT WITH CIVIL PLANS FOR CONTINATION. 26 PAINTED METAL DOOR (COLOR 2) Project No: Drawn By: Date:153 SOUTH JEFFERSON SPOKANE WASHINGTON 99201 509.838.4511 FAX: 509.838.4605 WWW.BERNARDOWILLS.COMCOPYRIGHT BERNARDO WILLS ARCHITECTS, PC 2020In Association With:PRELIMINARY NOT FOR CONSTRUCTION A1.20 03/20/2020 ELN 19-03-076Investcor DevelopmentTen Mile & McMillanMeridian, IdahoMaintenance Building Plan, Elevation &SectionMcMillan Independent Living1/4" = 1'-0" 1 Maintenance Building 1/4" = 1'-0" 4 Maintenance Building Section 1/4" = 1'-0" 3 Maintenance Building Front Elevation 1/4" = 1'-0" 5 Trash Enclosure Plan 1/4" = 1'-0" 2 Maintenance Building_Back Elevation2 1/4" = 1'-0" 6 Site_Trash Enclosure 1/2" = 1'-0" 9 CMU Screen Wall 1/4" = 1'-0" 8 Service Yard Plan 3/8" = 1'-0" 7 Trash Enclosure Gate 3/4" = 1'-0" 10 Painted Steel Bollard PROVIDE 16" BLOCKOUTS AT PAVING FOR DRAINAGE Construction Documents March 16, 2020Construction Documents March 16, 2020ADR/CZC Submittal March 20, 2020