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PZ - Exterior Building Renderings 2019-08-01100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 1 A351 1 A351 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 2 A351 2 A351 J K 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM2 EM2 EM2 EM2 EM2 EM2 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 1 3 6 3 6 4 5 2 356356 4464 100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 98'-0" T.O. FOOTING 1 A351 1 A351 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 2 A351 2 A351 JK 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM1 EM2 EM2 EM2 EM2 EM2 EM2 EM2 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM3 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM4 EM2 EM1 EM1 1 3 3 6 4 5 2 365365 4364 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. SHEET NOTES 1. FINISHED GRADE. 2. PRE-FINISHED ALUMINUM STOREFRONT DOOR SYSTEM WITH THERMAL BREAKS. COLOR: DARK BRONZE. 3. ADA COMPLIANT, PRE-FINISHED, DOUBLE 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. 4. PRE-FINISHED METAL PARAPET WALL CAP. COLOR: DARK BRONZE. 5. PRE-FINISHED CABLE GUARDRAIL 42" MINIMUM ABOVE FINISHED FLOOR OR NOSE OF STAIRS. COLOR: DARK BRONZE. 6. PRE-FINISHED METAL AWNING FEATURE. COLOR : DARK BRONZE. EXTERIOR MATERIAL LEGEND EM1 HARDCOAT STUCCO - LIGHT GRAY HARDCOAT STUCCO - MEDIUM GRAY 3x3x10 KING SIZE RUNNING BOND BRICK VENEER - RED/GRAY PRE-FINISHED METAL PARAPET CAP - DARK BRONZE EM2 EM3 EM4 100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 98'-0" T.O. FOOTING 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 2 A352 2 A352 LM 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM2 EM1 EM2 EM1 EM1 EM3 EM3 EM3 EM4 EM4 EM4 EM4 EM4 EM3 EM3 EM2 EM1 5 2 3 4 5 6 5 5 6 4 100'-0" LEVEL 1 FLOOR 110'-2" LEVEL 2 FLOOR 140'-8" TRUSS BEARING 120'-4" LEVEL 3 FLOOR 130'-6" LEVEL 4 FLOOR 2 A352 2 A352 L M 144'-6" T.O. LOW PARAPET 145'-6" T.O. PARAPET 146'-6" T.O. HIGH PARAPET EM2 EM1 EM2 EM1 EM2 EM3 EM3 EM3 EM4 EM4 EM4 EM4 EM4 EM3 EM3 EM2 EM1 EM4 EM4 5 2 3 4 5 6 5 5 6 4 SCALE: 3/32" = 1'-0" A201 A2 WEST ELEVATION SCALE: 3/32" = 1'-0" A201 C2 Front 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. © 2018 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 8/ 1 / 2 0 1 9 1 1 : 2 5 : 3 4 A M C: \ 0 1 C M A \ 0 1 L o c a l \ 1 9 - 0 4 5 T e n M i l e C r e e k A p t s - B r i gh t o n \ 1 9 - 0 4 5 T E N M I L E C R E E K A P A R T M E N T S B U I L D I N G A _ L oc a l M e r r i l l . r v t TEN MILE CREEK APARTMENTS MERIDIAN, IDAHO EXTERIOR ELEVATIONS A201 27 JUNE 2019 CMA 19-045 MMA CNM S C H E M A T I C D E S I G N SCALE: 3/32" = 1'-0" A201 E5 NORTH ELEVATION SCALE: 3/32" = 1'-0" A201 E2 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. © 2018 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 8/ 1 / 2 0 1 9 1 1 : 2 5 : 4 0 A M C: \ 0 1 C M A \ 0 1 L o c a l \ 1 9 - 0 4 5 T e n M i l e C r e e k A p t s - B r i gh t o n \ 1 9 - 0 4 5 T E N M I L E C R E E K A P A R T M E N T S B U I L D I N G A _ L oc a l M e r r i l l . r v t TEN MILE CREEK APARTMENTS MERIDIAN, IDAHO EXTERIOR PERSPECTIVE VIEWS A202 27 JUNE 2019 CMA 19-045 MMA CNM S C H E M A T I C D E S I G N 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. © 2018 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 8/ 1 / 2 0 1 9 1 1 : 2 5 : 4 2 A M C: \ 0 1 C M A \ 0 1 L o c a l \ 1 9 - 0 4 5 T e n M i l e C r e e k A p t s - B r i gh t o n \ 1 9 - 0 4 5 T E N M I L E C R E E K A P A R T M E N T S B U I L D I N G A _ L oc a l M e r r i l l . r v t TEN MILE CREEK APARTMENTS MERIDIAN, IDAHO EXTERIOR PERSPECTIVE VIEWS A203 27 JUNE 2019 CMA 19-045 MMA CNM S C H E M A T I C D E S I G N GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT THE ENTIRE BUILDING PER NFPA 13. C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. MINIMUM ROOF CLASSIFICATION TO BE CLASS 'C'. E. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT. F. INSULATE ENTIRE ROOF WITH R-30 CONTINUOUS POLYISOCYANURATE. G. EXPOSED FOUNDATION WALLS TO RECEIVE RUBBED FINISH. H. SEE ENGINEERING SHEETS FOR ADDITIONAL INFORMATION. J. RECOMMENDATIONS FOUND IN THE GEOTECHNICAL STUDY PERFORMED BY:{________________} ARE TO BE FOLLOWED STRICTLY. K. SEE STRUCTURAL ENGINEERING SHEETS AND WALL TYPES FOR GAUGE OF METAL STUDS. E1 A501 E3 A501 PAINTED STEEL PLATE. SEE STRUCTURAL FOR ATTACHMENT TO STRUCTURE PAINTED STEEL TENSION ROD AND BRACKET, SEE STRUCTURAL DRAIN SLOT CORRUGATED METAL SLOPED TO DRAIN SLOT ARCHITECTURAL EXPOSED STEEL CANOPY, PAINTED WITH HIGH INDUSTRIAL PAINT. SEE STRUCTURAL DETAILS. 3' - 0 " SEE FLOOR PLANS VARIES 6" 1 ' - 7 1 / 4 " C L 3 3 . 7 ° 7 1/4" STEEL ANGLE CORRUGATED METAL SLOPE TO DRAIN SLOT PAINTED STEEL PLATE. SEE STRUCTURAL FOR ATTACHMENT TO STRUCTURE PAINTED TENSION ROD & BRACKET. SEE STRUCTURAL ARCHITECTURAL EXPOSED STEEL CANOPY 120'-4" LEVEL 3 FLOOR E3 A501 2" 2" 2" 4" 2" 2" 2" 2" SEE FLOOR PLANS VARIES 3/8" / 12" 3/8" / 1 2 " 6" 6" ARCHITECTURAL EXPOSED STEEL CANOPY, PAINTED WITH HIGH INDUSTRIAL PAINT. COLOR: DARK BRONZE. SEE STRUCTRUAL DETAILS DRAIN SLOT CORRUGATED METAL SLOPED TO DRAIN SLOT PAINTED STEEL TENSION ROD AND BRACKET. SEE STRUCTURAL PAINTED STEEL PLATE. SEE STRUCTURAL FOR ATTACHMENT TO STURCTURE ARCHITECTURAL EXPOSED STEEL CANOPY, PAINTED WITH HIGH INDUSTRIAL PAINT. COLOR: DARK BRONZE. SEE STRUCTRUAL DETAILS DRAIN SLOT CORRUGATED METAL SLOPED TO DRAIN SLOT PAINTED STEEL TENSION ROD AND BRACKET. SEE STRUCTURAL PAINTED STEEL PLATE. SEE STRUCTURAL FOR ATTACHMENT TO STURCTURE 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. © 2018 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 8/ 1 / 2 0 1 9 1 1 : 2 5 : 4 4 A M C: \ 0 1 C M A \ 0 1 L o c a l \ 1 9 - 0 4 5 T e n M i l e C r e e k A p t s - B r i gh t o n \ 1 9 - 0 4 5 T E N M I L E C R E E K A P A R T M E N T S B U I L D I N G A _ L oc a l M e r r i l l . r v t TEN MILE CREEK APARTMENTS MERIDIAN, IDAHO ARCHITECTURAL DETAILS A501 27 JUNE 2019 CMA 19-045 MMA CNM S C H E M A T I C D E S I G N SCALE: 1" = 1'-0" A501 D1 AWNING PLAN DETAIL SCALE: A501 C1 AWING 3D SCALE: 1" = 1'-0" A501 E3 AWNING SECTION DETAIL SCALE: 1" = 1'-0" A501 E1 AWNING SECTION DETAIL