Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Drawings_5825554
A201_Exterior Elevations.pdf 100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 98'-0" T.O. FOOTING 1 15 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR B4 A303 B4 A303 146'-6" T.O. HIGH PARAPET 145'-6" T.O. PARAPET 144'-6" T.O. LOW PARAPET 2351314 12 4 11 6 10 8 7 9 E3 A302 E3 A302 16 EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1 EM1EM1EM1EM1EM1 EM2EM2EM2EM2EM2EM1EM2EM1EM2 EM3EM3 EM3EM3EM3EM3EM3EM3EM1EM3EM3EM3EM 3EM3EM3EM3EM3EM3 EM1 EM1EM1 EM4 EM4 EM4 EM1 1.52 5.01 5.015.015.011.52 1.52 5.01 1.64 1.641.641.641.64 1.64 2.21 1.33 1.33 1.52 1.33 1.33 5.01 1 ADDENDUM #1 100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 98'-0" T.O. FOOTING 1 15 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR B2 A302 B2 A302 B4 A303 B4 A303 146'-6" T.O. HIGH PARAPET 145'-6" T.O. PARAPET 144'-6" T.O. LOW PARAPET 2 3 5 13 14 124 116 1087 9 16 1.50 1.51 5.01 1.52 1.33 1.335.015.011.52 5.01 EM2 EM2 EM2EM2EM2EM2EM2EM2 EM1 EM1 EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1EM1 5.001.33 EM3 EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3EM3 EM3EM3EM3EM3EM3EM3 5.015.015.01 EM5 EM1 EM1 EM1 EM1 EM1 1.52 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 PREFINISHED 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 - WHITE 3x3x10 KING SIZE RUNNING BOND BRICK VENEER - MIDNIGHT BLACK PRE-FINISHED METAL PARAPET CAP DARK BRONZE EM2 EM3 EM4 ALUMINUM STOREFRONT GLAZING AND MULLION SYSTEM - DARK BRONZE SCALE: 3/32" = 1'-0"A201C1 NORTH ELEVATION SCALE: 3/32" = 1'-0"A201E1 SOUTH ELEVATION 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 12/2/2019 4:23:51 PM C:\01 CMA\01 Local\19-045 Ten Mile Creek Apts - Brighton\19-045 TEN MILE CREEK APARTMENTS CH_Local Merrill.rvt TEN MILE CREEK APARTMENTS BUILDING "B" COBALT DRIVE MERIDIAN, IDAHO EXTERIOR ELEVATIONS A201 2 DECEMBER 2019 CMA 19-045 MMA CNM PERMIT REVIEW AND BID DOCUMENTS SHEET NOTES 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. 2.21 PRE-FINISHED OVERHEAD GARAGE DOOR. SEE DOOR TYPES. 90 MPH MINIMUM WIND RATING. 5.00 PRE-FINISHED METAL CAP WITH DRIP EDGE. SEE DETAIL XX/AXXX. 5.01 HARDCOAT STUCCO FEATURE, BUILT AS SHOWN. 1 ADDENDUM #1 1 ADDENDUM #1 22 NOVEMBER 2019 AS202_Garage Elevation&Section.pdf 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING E4 AS202 E1 AS202 EM1 EM2 EM3 EM1 EM2 EM3 1.641.64 2.18 5.01 2.18 5.01 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING E4 AS202 E1 AS202 G1 G1 G1 G1 G1 G1 G1 G1 EM1 EM2 EM3 EM1 EM2 EM3 5.12 2.19 5.12 1.64 1.64 5.01 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING EM1 EM2 EM3 EM1 EM2 EM3 2.19 1 1/2" 12" 1 1/2" 12" 2.18 5.01 5.12 1.64 1.64 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING EM1 EM2 EM3 EM1 EM2 EM3 1.64 1.64 2.19 2.18 5.01 1 1/2" 12" 1 1/2" 12" 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING TOP OF FOUNDATION 101'-0" 8.69 8.63 8.64 8.69 8.63 8.64 1.64 8.72 8.74 5.12 2.18 2.21 8.74 5.12 2.17 2.19 2.18 5.01 8.28 9.00 100'-0" LEVEL 1 FLOOR 98'-0" T.O. FOOTING 112'-0" GARAGE TRUSS BEARING TOP OF FOUNDATION 101'-0" 8.74 5.01 2.21 8.63 8.69 8.64 8.72 5.01 5.07 8.74 5.12 2.18 2.20 5.12 2.17 8.28 1.64 8.69 8.63 GENERAL NOTES A. COORDINATE SITE PLAN WITH LANDSCAPE, ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL SITE PLAN. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. SEE BUILDING "B" PACKAGE FOR CIVIL, LANDSCAPE AND SITE DETAILS. EXTERIOR MATERIAL LEGEND EM1 PAINTED CEMENT FIBER BOARD LAPPED SIDING EM2 EM3 MANUFACTURED STONE VENEER GALVANIZED SLOPE METAL CAP FLASHING WITH DRIP EDGE 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 12/2/2019 3:49:26 PM C:\01 CMA\01 Local\19-045 Ten Mile Creek Apts - Brighton\19-045 TEN MILE CREEK APARTMENTS CH_Local Merrill.rvt TEN MILE CREEK APARTMENTS BUILDING "B" COBALT DRIVE MERIDIAN, IDAHO GARAGE ELEVATIONS & SECTIONS AS202 2 DECEMBER 2019 CMA 19-045 MMA CNM PERMIT REVIEW AND BID DOCUMENTS SCALE: 1/4" = 1'-0"AS202C2 GARAGE ELEVATION - BACK SCALE: 1/4" = 1'-0"AS202A2 GARAGE ELEVATION - FRONT SCALE: 1/4" = 1'-0"AS202B5 GARAGE ELEVATION - RIGHT SCALE: 1/4" = 1'-0"AS202B3 GARAGE ELEVATION - LEFT SCALE: 1/2" = 1'-0"AS202E4 TYPICAL GARAGE BAY SCALE: 1/2" = 1'-0"AS202E1 TYPICAL GARAGE BAY - COMPACT SHEET NOTES 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. 2.17 PRE-FINISHED METAL FASCIA. COLOR TO BE DARK BRONZE. 2.18 PRE-FINISHED STANDING SEAM METAL ROOF OVER ICE AND WATER SHIELD OVER PLYWOOD ROOF SHEATHING. SEE STRUCTURAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR TO BE DARK BRONZE. 2.19 PRE-FINISHED METAL RAIN GUTTER 4"X4" WITH SQUARE-BOX-STYLE DOWNSPOUT. PROVIDE CONCRETE SPLASH BLOCK ON GRADE. COLOR TO BE DARK BRONZE. 2.20 SLOPE FLOOR 1/8" PER FOOT TOWARDS GARAGE DOOR OPENING. 4" CONCRETE FLOOR SLAB OVER 6" FREE DRAINING GRAVEL OVER 10 MIL VAPOR BARRIER. TO BEAR ON SOILS PER GEOTECHNICAL REPORT. 2.21 PRE-FINISHED OVERHEAD GARAGE DOOR. SEE DOOR TYPES. 90 MPH MINIMUM WIND RATING. 5.01 HARDCOAT STUCCO FEATURE, BUILT AS SHOWN. 5.07 BRICK VENEER SYSTEM OVER WEATHER BARRIER. SEE WALL TYPES ON G003 5.12 PRE-FINISHED ALUMINUM SOFFIT. COLOR TO BE DARK BRONZE. 8.28 ASPHALT PAVING PER CIVIL AND SOILS REPORT. 8.63 CONCRETE FOUNDATION WALL. SEE STRUCTURAL 8.64 CONCRETE FOOTING TO REST ON ENGINEERED FILL AS DETAILED BY GEOTECHNICAL STUDY. SEE STRUCTURAL. 8.69 CONCRETE FOOTING. SEE STRUCTURAL. 8.72 PRESSURE TREATED 2X SILL WITH ANCHOR BOLTS. SEE STRUCTURAL. 8.74 WOOD BEAM OR HEADER. SEE STRUCTURAL PLANS. 9.00 NON-RATED MECHANICAL DROP SOFFITS. SEE DETAILS ON SHEET AXXX.