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HomeMy WebLinkAboutDRB17-0387_1701_A0.1_1507137060.pdf " OF 1'4/ if' 2 ti 4 0 �+ '3-11-311201 11°1.6 DRB 1� APPROVED General Notes : Additional Notes : Drawing List : 0/2017 12:00:00AM I. GENERAL REQUIREMENTS VI. WOODS AND PLASTICS: I. STAIRS A-00 Cover Sheet La Dolce The following architectural documentation is being provided as a design assist for a All woods and plastics work and materials shall be per the exterior finish notes TS-01 Topographic Survey Architects, design build process with the contractor. Minimal required documentation and as finally approved on the mock-up during construction. Stairs to have a minimum width of 36"; a minimum tread depth of 10"; a A-01 Information Sheet Inc has been provided for code and building compliance. It is the contractor's minimum riser height of 4"; a maximum riser height of 7 3/4"; and a minimum A-02 Graphic GRFA Calculations 4 4 CoVail Cbine O D165 Unit E responsibility to comply with all applicable local, state and national building codes, All woods and plastics work and materials are the responsibility of the contractor headroom clearance of 6'-8" above nosing of treads. Stairs shall conform (9 0)390 9 A-03 Site Calculations annefgunion@yahahoo com OWNER ordinances, regulations and all other authorities having jurisdiction pertaining to this or as designed and specified by qualified others. to R311 .5.8 and IBC 1009. RS LLC ( 0)635-335 project. II. HANDRAILS (303)304-65 3 C-01 Site Grading Plan GENERAL CONTRACTOR All woods and plastics shall be per the structural construction documents TBD The following structural documentation is being provided as a signed, sealed and Handrails - Stairs having four (4) or more risers shall have a minimum C-02 Site Utility Plan (000)000-0000 dated set of structural construction documents as required for the and specifications. of one (1) graspable handrail 34" to 3 8" above nosingof treads. Handgrip q g p g p L-0. 1 Landscape Plan construction of a duplex residence in the State of Colorado. Reference Structural VII. THERMAL AND MOISTURE PROTECTION: portion of handrails shall not be less than 1 1/4" nor more than 2" in cross Seal documents and specifications for all design loads and criteria. Due to unknown existing sectional dimension. The handgrip portion of the the handrails shall have a A- 1 . 1 Proposed Lower Level Plan conditions structural documents are to be coordinated with architectural documents in smooth surface with no sharpcorners. Handrails projectingfrom a wall shall p All roofing material shall be per the exterior finish notes and as finally A- 1 .2 Proposed Main Level Plan the field. have handrail end to be returned to walls, or terminate in newel posts. Balusters approved on the mock-up during construction. ono en side of stairways to be spaced such as not topermit a 4" sphere to A- 1 .3 Proposed Upper Level Plan p Y p p Roof Plan4 1 . Prior to the start of construction, verify design loads with governing codes and site pass through. Handrails shall be continuous between landings ( can be A- Proposed conditions. Verify and check with local building agencies for applicable wind, seismic, All thermal and moisture protection work and materials are the responsibility interrupted by a newel post at turn). snow and other special loading conditions. of the contractor or as designed and specified by qualified others. A-2. 1 Proposed Elevations III. GUARDRAILS A-2.2 Proposed Elevations All contractors, subcontractors, shall be responsible for their role in the construction VIII. DOORS AND WINDOWS: p of the project and shall be held responsible for adherence to practical knowled e, Guardrails - Guardrail to be a minimum of 36" above floor with balusters A-2.3 Proposed Elevations g to be spaced so as not to permit a 4" sphere to pass through. A-2.4 Proposed Elevations perY implementation of the content and described intent of the documents. All doors and windows shall be the exterior finish notes and as finally p All manufactured assemblies, articles, materials, and equipment shall be applied, approved on the mock-up during construction. IV. FIREPLACES pp A-3 . 1 TBD installed, erected, used, cleaned, tested and conditioned in strict accordance with the Fireplaces - Provide a manual shut-off valve within 4' of the gas appliance responsible manufacturers' recommendations. All doors and windows, including proper insulation and installation, are the unit (not in firebox, or unit) that is accessible to the room in which the responsibility of the contractor or as designed and specified byqualified others. . A-4. 1 TBD W p Y g p fireplace is located. Provide onside combustion air as required per the c The contractor owner shall field verify all site conditions, materials and dimensions. Contractor to verifyall windows for compliance with all energyand buildingmanufacturer's specifications. Installation instructions for the listed gas - p A-5. 1 Section Details P4 •~ II. SITEWORK: code compliance, includingbut not limited to, tempering, U and R values, fireplaces must be on site for inspection to verify clearances to combustible •� pA-5.2 Section Details A -2 egress, etc. framing and/or trim, etc. The contractor shall be responsible for grading and adherence and coordination A-5.3 Section Details W cA with an openpit soils inspection to occur prior to the start of construction and V. FIREBLOCKING O p p IX. FINISHES: A-5.4 Section Details Z E A performed by a licensed geotechnical engineer. © g Gypsum drywall as required by governing codes. Firestop all interconnections between concealed vertical and horizontal PP ca)contractor shall perform excavation and grading according to common spaces (soffits), and between stair stringers, and the openings between Structural TBD A4 0 construction practices and methods to the lines, grades and elevations of the siteor c All other finishes the responsibility of the contractor or qualified chimney chases, and all attic spaces. Provide fire blocking within sleeper-type � O documents and in accordance with anyworkprescribed byanyCivil Engineer p g other. flooring systems so that no area exceeds 100 square feet. Fireblock material MEP TBD � c or Landscape Architect consultant that may be retained for the project by the owner. may be 2" nominal lumber, gypsum drywall, etc. securely fastened in place A4 X. SPECIALTIES: loose - filled insulation is not acceptable. Cm) `o Provide site preparation, work and coordination as specified by the soil's report Not a part of this contract and the responsibility of the contractor °P$9and Geotechnical engineer. o g or qualified other. VI. ROOF VENTILATION PROJECT NARRATIVE: General Contractor to locate all existingutilities and identifyconflictsprior to the If a super-insulated roof is not constructed provide sufficient, adequate roof To the Design Review Board, N XI. EQUIPMENT: NI- start of any construction and/or work. and attic ventilation as prescribed by code. Provide continuous Not a part of this contract and the responsibility of the contractor screened soffit vents and ridge venting as specified by the Developer/ 4273 Columbine Drive is a two-family Finish grading shall be a minimum of 6" below any untreated material and or qualified other. Owner-General Contractor. The roof/attic ventilation shall be as described zoned residential property located in sloped 6" in 10' (minimum) or as recommended by the soil's report away from XII. FURNISHINGS: by the IBC 1/150th of the square footage of the attic area, 50% (one-half) of East Vail. Currently, an older A-frame structure. which shall be in the lower soffit area, and the remaining balance - 50% single family residence resides on the Not a part of this contract and the responsibility of the contractor (one-half) of which shall be in the upper most part (high area) of the roof/attic. lot. It is the intent of the new III. CONCRETE: or qualified other.. Each rafter space shall be vented. owners to remove the existing A-frame All concrete work and materials shall be per the structural construction documents XIII. SPECIAL CONSTRUCTION: VII. CRAWL SPACE VENTILATION and build new duplex residences. or as designed and specified by qualified others and/or the responsibility of the Revisions Not a part of this contract and the responsibility of the contractor Provide sufficient, adequate crawl space cross-ventilation at 1 sq. ft. of The character of the residences is A contractor. or qualified other. 0 venting per 150 sq. ft. of the crawl space area. to be in the mountain modern AA IV. MASONRY: XIV. CONVEYING SYSTEMS: venacular and taking advantage of A VII. CRAWL SPACE VENTILATION the views to the East Vail chutes A All masonry work and materials shall be per the exterior finish notes and as finally Not a part of this contract and the responsibility of the contractor and full Southern exposure. Large A approved on the mock-up during construction. or qualified other. N/A expanses ofglass and doors are p 0� incorporated and contrasted with 4 All masonry work and materials are the responsibility of the contractor as XV. MECHANICAL: VIII. MISCELLANEOUS stone masses and rich wood siding. designed and specified by qualified others. Residences to be provided with a Sprinkler System per Town of Vail Anyon an exterior wall to be relocated or insulated sufficientlyto T plumbing requirements and 2015 International Fire Code. All other mechanicalavoid freezing. Issue Dates V. METALS: is not a part of this contract and the responsibility of the contractor 08.28.20n: TOVDRB or qualified other. Majority of the exterior building envelope from exterior membrane to interior All metal work and materials shall be per the details, exterior finish notes and as drywall, including insulation is remaining unless evidence of something finally approved by Owner on the mock-up during construction. XVI. ELECTRICAL: detrimental such as mold is discovered in the small areas being uncovered. Not a part of this contract and the responsibility of the contractor Sheet Title All metal work and materials are the responsibility of the contractor or as or qualified other. APPLICABLE DESIGN CODES designed and specified by qualified others. 2015 International Building Code Project SPECIAL INSPECTIONS: 2015 International Residential Code Information All metal work, including structural steel, shall be per the structural construction Open Hole Soils Inspection. 2015 International Existing Building Code documents and specifications. Sheet 2015 Plumbing Code Structural Steel and Welding Inspection Required by licensed Third Party 2015 International Mechanical Code 2015 International Fuel Code Project No 1 01 00 Blower Door Test 2015 Intenational Fire Code 2014 National Electric Code Air Balance Test Not Required unless Forced Air System 2015 Amendments located in Ordinance No. 14, Series 2015 Sheet No The designs, details, ideas, assemblies, arrangements, & specifications depicted, represented, and illustrated within these drawings and any attached documentation are for design build purposes only. All structural is per the structural documents only. All construction, specifications, waterproofing, envelope and energy systems are by the General Contractor. These documents are not to be used in conjunction with any other projects. A-01