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HomeMy WebLinkAbout038 A202 Building D - Exterior Elevations100'-0" LEVEL 1 FLOOR 111'-2 3/4" LEVEL 2 FLOOR 132'-5 3/4" TOP OF ROOF 96'-0" T.O. FOOTING 1 121'-2 7/8" TRUSS BEARING EM13EM3EM15EM10 EM12 EM15EM12EM10EM7EM13 EM10 EM12 4 10" 12" 10" 12" B2 A301 EM1 23 EM3EM10EM10 EM15 EM12 D4 A352 D2 A301 D3 A352 10" 12" 10" 12" EM6 02.06 02.54 07.01 07.01 02.06 02.54 06.02 06.13 07.02 07.02 100'-0" LEVEL 1 FLOOR 111'-2 3/4" LEVEL 2 FLOOR 132'-5 3/4" TOP OF ROOF 96'-0" T.O. FOOTING 1 121'-2 7/8" TRUSS BEARING EM13EM15EM10EM15EM12EM10EM1EM13EM12 4 10" 12" B2 A301 EM1 2 3 EM1EM10EM12EM10EM10 EM2EM15 EM9 D4 A352 D2 A301 D1 A352 10" 12" 07.0207.02 07.01 06.13 07.01 02.06 02.54 02.06 07.01 02.54 06.02 06.02 06.02 01.10 02.02 01.06 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. 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. E. 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. F. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL. G. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG EXTERIOR WALLS. H. 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. I. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET. EXTERIOR MATERIAL LEGEND EM1 BRICK MIDNIGHT BLACK EM4 EM5 FIBER CEMENT SHINGLE SIDING SW 7674 PEPPERCORN FIBER CEMENT PLANK LAP SIDING SW 7005 PURE WHITE EM2 FIBER CEMENT PLANK LAP SIDING SW 7016 MINDFUL GRAY EM3 FIBER CEMENT SHINGLE SIDING SW 7016 MINDUFUL GRAY EM6 FIBER CEMENT SHINGLE SIDING SW 7005 PURE WHITE EM7 FIBER CEMENT SMOOTH PANEL SIDING SW 6991 BLACK MAGIC EM8 FIBER CEMENT SMOOTH PANEL SIDING SW 6102 PORTABELLO EM9 FIBER CEMENT SMOOTH PANEL SIDING SW 7005 PURE WHITE EM10 FIBER CEMENT PLANK LAP SIDING SW 9166 DRIFT OF MIST EM12 ASPHALT SHINGLES ONYX BLACK, OWENS CORNINGEM13 METAL TRIM MIDNIGHT BLACK EM14 STANDING SEAM EM11 FIBER CEMENT PLANK LAP SIDING SW 9166 DRIFT OF MIST FIBER CEMENT SHINGLE SIDING SW 6102 PORTABELLO EM15 EAST FAÇADE CALCULATION: TOTAL WINDOW AREA ON STREET-FACING FAÇADE = 537 SQ FT / TOTAL WALL AREA ON STREET-FACING FAÇADE = 1805 SQ FT = 29.75% TRANSPARENCY FACADE TRANSPARENCY CALCULATION SCALE:3/16" = 1'-0"A202 EAST ELEVATIONB2 SCALE:3/16" = 1'-0"A202 WEST ELEVATIOND2 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 core@corearch.com NOT FOR CONSTRUCTION THE INFORMATION HEREIN IS THE PROPERTY OF CORE ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2023 CORE ARCHITECTURE, LLC PROFESSIONAL STAMP SHEET NUMBER SHEET TITLE A 1 REVISIONS DATE: PROJECT #: PM / PA: PIC: PROJECT INFORMATION DESCRIPTION DATE THIS DRAWING SET IS INTENDED TO BE PRINTED IN COLOR CONSULTANT INFORMATION DRAWING SET STATUS B C D 2 3 4 5 6 PROJECT TITLE AND ADDRESS9/27/2023 9:01:55 AMAutodesk Docs://23-029 Bozeman Multifamily/23-029 Bozeman Multifamily Building D.rvtEXTERIOR ELEVATIONS A202 28 JULY 2023 23-029 MRR MMA PERMIT REVIEW & BID DOCUMENTSTHE BOÖTES -BUILDING DOPPORTUNITY WAY AND SOUTH11TH AVEBOZEMAN, MONTANA 59718KEYNOTES 01.06 FIRE SPRINKLER RISER WITH EXTERIOR FIRE DEPARTMENT CONNECTION AND ALARM BELL. 01.10 RECESSED KNOX HIGH SECURITY, HEAVY DUTY KEY BOX. COORDINATE FINAL LOCATION WITH CITY FIRE MARSHAL. 02.02 ELECTRIC METER LOCATION. SEE CIVIL AND ELECTRICAL DRAWINGS. 02.06 42" HIGH GUARDRAIL. SEE DETAILS ON SHEET A504. 02.54 42" HIGH PATIO GUARDRAIL. SEE DETAILS ON SHEET A505. 06.02 PRE-FINISHED METAL PARAPET CAP. COORDINATE COLOR WITH EXTERIOR ELEVATIONS AND FINISH MATERIALS. 06.13 PRE-FINISHED METAL RAIN GUTTER 4" X 4" WITH SQUARE-BOX-STYLE DOWNSPOUT. PROVIDE CONCRETE SPLASH. 07.01 CAST NICKEL MATTE BLACK DOWNSPOUT NOZZLE WITH ANCHOR FLANGE. SEE APT DETAIL A6/A701. 07.02 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. 1 ADDENDUM #1 2023-8-24 1