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HomeMy WebLinkAbout71-AS1.0ShadeStructure164 chambers DYH HI SSSSSS WV WV WV WV WVWVWVWVWVWV WV WV WV WV WV WV WV WV WVWV WV EW EW EW EW EW ES ES ES ES ES ES ESD ESD EW EW EW CO MAIL 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2018 IBC AND THE CURRENT AMENDMENTS ADOPTED BY THE CITY OF BOZEMAN. NOTES / SPECIFICATIONS PRODUCTS OTHER THAN PROPRIETARY PRODUCTS LISTED ON DRAWINGS MAY BE SUBSTITUTED IF WRITTEN APPROVAL IS OBTAINED FROM THE ARCHITECT AND OWNER. GENERAL NOTES 2. SITEWORK AND UTILITIES - REFER TO THE PROJECT LANDSCAPE ARCHITECT AND CIVIL ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR THE SCOPE OF THIS WORK. 3. CONCRETE - REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR THE SCOPE OF WORK FOR STRUCTURAL CONCRETE COMPONENTS - CAST-IN-PLACE FOOTINGS AND FOUNDATIONS WALLS. REFER TO THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR THE SCOPE OF THIS WORK FOR PAVING AND HARD-SURFACE PEDESTRIAN AREAS. PRECAST CONCRETE WALL CAPS - PROVIDE INTEGRAL COLOR CONCRETE CAP WITH LIGHT EXPOSED AGGREGATE FINISH - COLOR "SLATE" FROM CAST STONE SYSTEMS, INC. SECTION DIMENSIONS SHALL BE BASED ON THE ARCHITECTURAL DRAWINGS. 7B. FLASHING - ALL WORK SHALL COMPLY WITH SECTION R703.4. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL COMPONENTS. SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:PERIMETER OF ROOF TO PROTECT THE ROOF EDGE COMPONENTS, AT ALL PENETRATIONS THROUGH THE ROOF MEMBRANE. 4. STONE AND MASONRY VENEER - ALL WORK SHALL COMPLY WITH 2018 IBC CHAPTER 14 AND 21. STRUCTURAL MASONRY UNITS - CONCRETE MASONRY -REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR THE SCOPE OF WORK FOR STRUCTURAL MASONRY WORK. VENEER MASONRY UNITS SHALL BE MANUFACTURED UNITS - CORONADO STONE - PLAYA VISTA DESIGN - "HURON" COLOR MIX ANCHORAGE FOR VENEER UNITS - MASONRY VENEER SHALL BE ATTACHED WITH ADHESIVE MORTAR TO A CEMENTITIOUS SUBSTRATE SHEET. JOINT TREATMENT FOR VENEER UNITS - BETWEEN INDIVIDUAL MASONRY UNITS, GROUT WITH INTEGRAL COLOR PORTLAND CEMENT GROUT - COLOR AS SELECTED BY OWNER AND ARCHITECT. FINISH FACE OF GROUT SHALL BE RECESSED .A MINIMUM OF 1 4" FROM THE FACE OF ANY ADJACENT MASONRY UNIT. 7A. ROOF ASSEMBLIES - ALL ROOFING WORK SHALL COMPLY WITH 2018 IBC CHAPTER 15 - CLASS A ROOF ASSEMBLIES. ROOFING SHALL BE A PREFINISHED SHEET METAL PANEL ROOF SYSTEM INSTALLED OVER A MANUFACTURER'S RECOMMENDED UNDERLAYMENT- MINIMUM 15 YEAR WARRANTY FOR MATERIALS AND INSTALLATION. PROVIDE SAMPLES TO OWNER AND ARCHITECT FOR APPROVAL. PANEL DESIGN SHALL BE EQUIVALENT TO BERRIDGE MANUFACTURING'S "M" PANEL. 7C. ROOF DRAINAGE - SIZING FOR GUTTERS AND DOWNSPOUTS PER IBC CHAPTER 1502 BASED ON THE LOCAL WEATHER DATA. GUTTER AND DOWNSPOUT SYSTEMS SHALL BE PREFINISHED SHEET METAL .MATCHING THE FINISHING OF THE FLASHING AT THE ROOF EDGE. 5. STRUCTURAL STEEL AND METAL FABRICATIONS - REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS FOR THE SCOPE OF WORK FOR STRUCTURAL STEEL WORK. PROVIDE MISCELLANEOUS METAL FABRICATIONS FOR CONSTRUCTION CONNECTIONS AS REQUIRED. 8. JOINTS AND SEALANTS - SEAL THE PERIMETER OF ALL COUNTERTOPS WITH A CONTINUOUS BEAD OF CLEAR SILICON SEALANT. SEAL JOINTS BETWEEN PRECAST CONCRETE WALL CAPS WITH SILICON OR POLYURETHANE SEALANT ON TOP OF A BACKER ROD SET WITHIN THE JOINT. 9C. PAINTING - PROVIDE WATER BASED PAINTS TYPICAL PER OWNER'S SPECIFICATION. AFTER CLEANING, ALL SURFACES SHALL RECEIVE ONE PRIMER COAT, ONE INTERMEDIATE COAT, AND ONE TOPCOAT. PAINT TYPES SHALL MEET MANUFACTURER'S RECOMMENDATIONS FOR COMPATIBILITY WITH SURFACES TO BE PAINTED. MATERIALS AND LABOR TO BE PROVIDED BY THE CONTRACTOR. 6. WALLS - EXTERIOR COVERING - ALL WORK SHALL COMPLY WITH 2018 IBC CHAPTER 14. EXTERIOR WALLS SHALL PROVIDE A WEATHER RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 1404.4 THE EXTERIOR WALL SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS DETAILED IN SECTION 1404.3 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1404.3. WATER RESISTIVE BARRIER - APPLY MATERIAL HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2". WHERE VERTICAL JOINTS OCCUR, LAP NOT LESS THAN 6". THE WATER RESISTIVE BARRIER SHALL BE CONTINUOUS FROM THE BOTTOM TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN 2018 IBC SECTION 1404.3 11. PIZZA OVEN - PROVIDE SINGLE OVEN 60" WIDE UNIT - MARSAL PIZZA OVEN - MB 60 "FLAT TOP" MODEL WITH NO BRICK VENEER. (AN ALTERNATE FINISH VENEER WILL BE PROVIDED BY THE GENERAL CONTRACTOR.). 9A. GRANITE COUNTERTOPS - SUPPLIER - LOCAL STONE SLAB SUPPLIER APPROVED BY THE OWNER. 3 CM SLABS - COLOR - SIMILAR TO JUPERANA VENEZIANO (FROM GRANITE IMPORTS.NET) 9B. PREFINISHED METAL CEILING PANELS - "KNOTWOOD" PANELS OR APPROVED EQUIVALENT CONCEPT IMAGE VIEW OF DOUBLE TRELLIS SYSTEM AND LARGE SHADE STRUCTURE LARGE SHADE STRUCTURE DOUBLE TRELLIS SYSTEM SMALL SHADE STRUCTURE (WEST) RE: SHEET A2.0 RE: SHEET A2.2 RE: SHEET A2.1 KEY PLAN 1"=100' NOT FOR CONSTRUCTION COVER SHEET & GENERAL NOTES A1.0 SMALL SHADE STRUCTURE (NORTH) RE: SHEET A2.1 DENVER COLORADO 1101 BANNOCK STREET D E S I G N G R O U P presence 7 2 0 5 6 0 3 3 5 2 tel www.presencedesigngroup.com OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS - AN ICON COMMUNITYMASTER SITE PLANBOZEMAN, MONTANANWX APARTMENTS LLC 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 DOBP10/29/21: MSP 01 05/31/22: MSP 02 LARGE SHADE STRUCTURE RE: SHEET A2.0 06/02/22: MSP 02 AS1.0