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HomeMy WebLinkAboutDRB16-0154_1501_A-01_1478905464.pdf " OF 1'4/ if' 2 ti 4 0 �+ '3-11-311201 11°1.6 DRB APPROVED General Notes : Additional Notes : Drawing List : 5/18/2016 12:00:00 AM I. GENERAL REQUIREMENTS VI. WOODS AND PLASTICS: I. STAIRS A-00 Cover Sheet The followingarchitectural documentation is beingprovided as a design assist for a All woods andplastics work and materials shall beper the exterior finish notes V-00 Topographic Survey g 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 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 La Dolce 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 Architects, 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. lic project. II. HANDRAILS AX- 1 . 1 Existing Lower & 4 84 Columbine Drive,Unit E Vail CO 81 7 All woods and plastics shall be per the structural construction documents Main Level Plan (970)390 14 9 The following structural documentation is being provided as a signed, sealed and Handrails - Stairs having four (4) or more risers shall have a minimum annefgunion@yahoo com dated set of structural construction documents as required for the and specifications. of one (1) graspable handrail 34" to 3 8" above nosingof treads. HandgripAX- 1 .2 Existing Upper Level & q g p 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 Roof Plan 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 AX-2. 1 Existing Elevations conditions structural documents are to be coordinated with architectural documents in smooth surface with no sharp corners. Handrails projecting from a wall shall AX-2 .2 Existing Elevations the field. All roofing material shall be per the exterior finish notes and as finally have handrail end to be returned to walls, or terminate in newel posts. Balusters approved on the mock-up during construction. on open side of stairways to be spaced such as not to permit a 4" sphere to _ AL 1 .0 Site & Landscape Plan 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- 1 . 1 Proposed Lower Level Plan by post at conditions. Verify and check with local building agencies for applicable wind, seismic, All thermal contractor or as and moisture protection work and and materials are the responsibility interrupteda newel turn). p of thedesignedspecified byProposed Main Level Plan snow and other special loading conditions. p qualified others. A- 1 .2 III. GUARDRAILS A- 1 .3 Proposed Upper Level Plan All contractors, subcontractors, shall be responsible for their role in the construction VIII. DOORS AND WINDOWS: A- 1 .4 Proposed Roof Plan of theproject and shall be heldres responsible for adherence topractical knowledge, Guardrails - Guardrail to be a minimum of 36" above floor with ballisters p g ' to be spaced so as not to permit a 4" sphere to pass through. A-2. 1 Proposed Elevations implementation of the content and described intent of the documents. All doors and windows shall be per the exterior finish notes and as finally A-2.2 Proposed Elevations All manufactured assemblies, articles, materials, and e ui ment shall be a lied, approved on the mock-up during construction. IV. FIREPLACES A-3 . 1 Building Section q p pp 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 A-4. 1 Large Scale Section 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 A-5. 1 Section Details W responsibility of the contractor or as designed and specified byqualified others. . . Ci.) p Y g p fireplace is located. Provide ouside combustion air as required per the The contractor-owner shall field verify all site conditions, materials and dimensions. p q manufacturer's specifications. Installation instructions for the listedgas 4 Contractor to verify all windows for compliance with all energy and building p Structural TBD PT4 A II. SITEWORK: code compliance, including but not limited to, tempering, U and R values, fireplaces must be on site for inspection to verify clearances to combustible A egress, etc. framing and/or trim, etc. MEP TBD = The contractor shall be responsible for grading and adherence and coordination O CA with an open pit soils inspection to occur prior to the start of construction and V. FIREBLOCKING A IX. FINISHES: W .— performed by a licensed geotechnical engineer. P4 Gypsum drywall as required bygoverningcodes. Firestop all interconnections between concealed vertical and horizontal A O The contractor shall perform excavation and grading according to common yp ry q spaces (soffits), and between stair stringers, and the openings between E c constructionpractices and methods to the lines, grades and elevations of the site . . = O chimney chases, and all attic spaces. Provide fire blocking within sleeper-type � documents and in accordance with anyworkprescribed byanyCivil Engineer All other finishes the responsibility of the contractor or qualified �, g flooring systems so that no area exceeds 100 square feet. Fireblock material P _g 4 or Landscape Architect consultant that may be retained for the project by the owner. other. maybe 2" nominal lumber, gypsum drywall, etc. securelyfastened in lace ~ rY � p O d X. SPECIALTIES: loose - filled insulation is not acceptable. �y 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 and Geotechnical engineer. or qualified other. VI. ROOF VENTILATION M -71- General Contractor to locate all existing utilities and identify conflicts prior to the XI. EQUIPMENT: If a super-insulated roof is not constructed provide sufficient, adequate roof [�I and attic ventilation asrescribed bycode. Provide continuous start of any construction and/or work. Not apart of this contract and the responsibility of thecontractor p y p screened soffit vents and ridge venting as specified by the Developer/ 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 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 structure. which shall be in the lower soffit area, and the remaining balance - 50% 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. III. CONCRETE: or qualified other.. Each rafter space shall be vented. All concrete work and materials shall be per the structural construction documents XIII. SPECIAL CONSTRUCTION: VII. CRAWL SPACE VENTILATION 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 contractor. or qualified other. A venting per 150 sq. ft. of the crawl space area. A IV. MASONRY: XIV. CONVEYING SYSTEMS: A VII. CRAWL SPACE VENTILATION 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 A approved on the mock-up during construction. or qualified other. N/A XV. MECHANICAL: :iii All masonry work and materials are the responsibility of the contractor as VIII. MISCELLANEOUS Notapart of this contract and the responsibility of the contractor \\_ designed and specified by qualified others. p Y Anyplumbingon an exterior wall to be relocated or insulated sufficientlyto or qualified other. avoid freezing. Issue Dates V. METALS: XVI. ELECTRICAL: 05.62.2001:. R �: TOVDRB FINAL Mjrity of the exterior building envelope from exterior membrane to interior 02.15.2016: du d Option All metal work and materials shall be per the details, exterior finish notes and as Not a part of this contract and the responsibility of the contractor drywall, including insulation is remaining unless evidence of something 03 31 01 TOVDRB Conceptua finallyapproved byOwner on the mock-upduringconstruction. 0 0 01 Owner Review pp or qualified other. detrimental such as mold is discovered in the small areas being uncovered. Sheet Title All metal work and materials are the responsibility of the contractor or as designed and specified by qualified others. IX. FIRE PROTECTION Project A monitored fire detection system will be provide for Unit D and per TOV's Information All metal work, including structural steel, shall be per the structural construction Fire Department specifications. documents and specifications. Sheet Project No 1 01 00 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