HomeMy WebLinkAbout137-AS1.0-ShadeStructureGeneralNotes164
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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