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19-045 TEN MILE CREEK APARTMENTS BUILDING C 2020-2-10100'-0" LEVEL 1 FLOOR 110'-2 1/2" LEVEL 2 FLOOR 140'-6 1/2" TRUSS BEARING 98'-0" T.O. FOOTING 120'-4 1/4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 101 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1 EM1EM1EM1EM1EM1EM1 EM1EM1EM2EM2EM2EM2EM2EM1EM2EM2EM2 EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3 2 3 4 5 6 7 8 9 11 A202 B3 A202 E3 A202 E11.52 1.52 1.52 1.52 1.52 1.52 1.521.64 1.64 1.64 1.64 1.641.64 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 8.13 1.33 8.13 8.13 1.33 100'-0" LEVEL 1 FLOOR 110'-2 1/2" LEVEL 2 FLOOR 140'-6 1/2" TRUSS BEARING 98'-0" T.O. FOOTING 120'-4 1/4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 10 1 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM1 EM1 EM1 EM1 EM1 EM1EM1 EM1 EM1 EM1 EM1 EM1 EM1EM1EM1EM1EM1EM1EM1 EM2 EM1 EM2 EM2 EM2 EM2 EM2 EM1 EM2 EM1 EM2 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3EM1EM1EM1 2345678911 A202 B1 A202 E5 1.52 1.52 1.52 1.52 1.52 1.52 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 1.641.641.641.641.641.64 1.51 1.502.00 8.13 1.33 GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM. VERIFY WITH STRUCTURAL. C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH. D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. E. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT, EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COLOR OF PRE- FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO OCCUPANCY. F. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOF DRAINAGE BRASS SCUPPER AND ROOF SCUPPER WITH PRE-FINISHED ALUMINUM DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS. G. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL. H. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG EXTERIOR WALLS. J. EXTERIOR SIGNAGE: THE OWNER IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CURRENT CITY SIGN ORDINANCE. THE OWNER IS RESPONSIBLE TO CONTRACT DIRECTLY WITH SIGN VENDORS. SIGN VENDORS SHALL INSTALL THEIR RESPECTIVE SIGNAGE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND COORDINATE ALL BACKING AND POWER REQUIREMENTS FOR EACH SIGN. K. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET. EXTERIOR MATERIAL LEGEND EM1 HARDCOAT STUCCO WITH CONTROL JOINTS AS SHOWN - WHITE 3x3x10 KING SIZE RUNNING BOND BRICK VENEER - MIDNIGHT BLACK PRE-FINISHED METAL PARAPET CAP - DARK BRONZE EM2 EM3 100'-0" LEVEL 1 FLOOR 110'-2 1/2" LEVEL 2 FLOOR 140'-6 1/2" TRUSS BEARING 98'-0" T.O. FOOTING 120'-4 1/4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR E 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM1EM1EM1EM1 EM1 EM3EM3EM3 EM3EM3EM3EM3EM3 EM3 EM1 EM1 EM1 B C DA A202 B5 1.64 1.52 1.52 1.31 5.01 1.33 1.52 1.52 100'-0" LEVEL 1 FLOOR 110'-2 1/2" LEVEL 2 FLOOR 140'-6 1/2" TRUSS BEARING 120'-4 1/4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR E 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM2 EM1 EM2 EM1EM2 EM1 EM2 EM2 EM3 EM3 EM3 EM3EM3 EM2EM2 EM1 EM1 EM3EM3 BCD A A202 B6 1.64 1.64 1.64 1.64 1.52 1.52 1.33 5.01 1.33 1.52 1.52 SCALE:3/32" = 1'-0"A201B1WEST ELEVATION SCALE: 3/32" = 1'-0"A201D1Front Elevations 5 A B C E 4321 D 6 SHEET DESCRIPTION: DATE: PROJECT #: PROJ. MAN.: CHECKED BY: MARK THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2019 CURTIS MINER ARCHITECTURE, LLC SHEET: PROJECT: REVISION DATE 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 cma@cmautah.com 2/10/2020 8:47:07 AMC:\01 CMA\01 Local\19-045 Ten Mile Creek Apts - Brighton\19-045 TEN MILE CREEK APARTMENTS BUILDING C_Local Merrill.rvtTEN MILE CREEK APARTMENTS BUILDING "C" COBALT DRIVE MERIDIAN, IDAHO EXTERIOR ELEVATIONS A201 30 OCTOBER 2019 CMA 19-045 MMA CNM PERMIT REVIEW & BID DOCUMENTSSCALE: 3/32" = 1'-0"A201E5NORTH ELEVATION SCALE: 3/32" = 1'-0"A201E1SOUTH ELEVATION SHEET NOTES 1.31 ADA COMPLIANT, PRE-FINISHED GLASS DOOR. ALL DOOR HARDWARE THRESHOLDS, AND DOOR OPENINGS SIZES TO BE ADA COMPLIANT (32" MINIMUM CLEAR OPENING WITH). 1.33 ADA COMPLIANT, PRE-FINISHED, SINGLE HUNG VINYL WINDOW SYSTEM WITH THERMAL BREAKS. FIXED INSECT SCREEN AT OPERABLE PANEL. PROVIDE WINDOW FALL PROTECTION DEVICES WHERE REQUIRED IN ACCORDANCE WITH IBC 1013.8, WHILE STILL MAINTAINING REQUIRED WINDOW EGRESS SIZING IN ACCORDANCE WITH IBC 1029. 1.50 RECESSED KNOX HIGH SECURITY, HEAVY DUTY KEY BOX. COORDINATE FINAL LOCATION WITH FIRE MARSHAL. 1.51 FIRE SPRINKLER RISER WITH EXTERIOR FIRE DEPARTMENT CONNECTION AND ALARM BELL. 1.52 PRE-FINISHED METAL WIRE MESH 2" O.C. GUARD 42" MINIMUM ABOVE FINISHED FLOOR OR NOSE OF STAIRS. SEE TYPICAL DETAIL ON SHEET A453. 1.64 FINISHED GRADE LINE. 8" MINIMUM BELOW TOP OF CONCRETE FOUNDATION WALL. SLOPE FINISHED GRADE AWAY FROM THE BUILDING 6 INCHES IN THE FIRST 10 FEET. 2.00 PRE-FINISHED INSULATED OVERHEAD GARAGE DOOR. SEE DOOR TYPES. 90 MPH MINIMUM WIND RATING. 5.01 HARDCOAT STUCCO FEATURE, BUILT AS SHOWN. 8.13 1 ASI #1 19 DECEMBER 2019 2 ASI #4 29 JANUARY 2020 1 ASI #1 2 ASI #4 2 ASI #4 2 ASI #4 2 ASI #4 2 ASI #4 2 ASI #4 2 ASI #4 2 ASI #4