The URL can be used to link to this page

Home My WebLink AboutB17-0053_A1.0_1493402425.pdfRADON MITIGATION SYSTEM PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM, LOWER LEVEL AND HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS. THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE VAPOR BARRIER INSTALLATION AND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH THE CONCRETE SLABS AND THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION WALL - LOCATIONS & INSTALLATION OF PIPES, PORTS, AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. - PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATION LOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA STANDARDS. THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S) HIGH ON THE ROOF. COORDINATE VENT LOCATIONS WITH ARCHITECT AND/OR OWNER - PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED - PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR, INCLUDING ALL REQUIRED ROUGH-IN WIRING, AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED. - PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. - IF AN ACTIVE SYSTEM IS REQUIRED, PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED - PROVIDE AND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED. PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDE A FUNCTIONAL RADON MITIGATION SYSTEM FOR THE UNITS. CONTRACTOR TO COORDINATE INSTALLATION OF THE 15 MIL VAPOR BARRIER UNDER THE SLAB INCLUDING THE SEALING OF ALL JOINTS, ALL PLUMBING OR MECHANICAL OR OTHER PENETRATIONS AND THE SEALING AND MECHANICAL FASTENING OF THE VAPOR BARRIER TO THE EXTERIOR CONCRETE FOUNDATION WALLS. RE: OUTLINE SPEC FOR MORE DETAILS PROPOSED SQUARE FOOTAGE ANALYSIS: 2440 CHAMONIX LANE, VAIL, CO Zone District: Two-Family Primary/Secondary residential (PS) Lot is .3558 acres, equal to 15,499 SF Allowable GRFA .46 SF per 1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 499 x 0.13 equals 65 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,565 SF Proposed Square Footage Summary Habitable SF GRFA SF Lower Level 1,627 SF 1,312 SF *1 Main Level 1,721 SF 2,475 SF Upper Level 1,675 SF 1,675 SF Double Height Space 484 SF*2 Garage Deduction (300 sf/space) (1,200) SF*3 _____________________________________________________________ Total 5,023 SF 4,746 SF *1 53% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 53% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE + GARAGE 2,475 SF * .53 = 1,312 SF) *2 Double Height Space with ceiling height over 16' is counted twice. 465 SF is counted over the Main level and shown in the GRFA calculation. *3 385 SF of Garage Area that is over the allowable 1200 SF is shown in the GRFA calculation. Site Coverage Allowable Site Coverage is 20% of the lot 3,100 SF Proposed Site Coverage 2,483 SF Proposed Site Coverage for Roofs beyond 4' 122 SF Total Proposed Site Coverage 2,605 SF Total Remaining Site Coverage 495 SF - Setbacks 20' from front 15' from sides 15' from rear Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' - Height Flat or mansard roofs not to exceed 30' Sloping roof not to exceed 33' - Garage Allow 1,200 sq. ft. before area counts towards GRFA. 1,585 SF is provided. - Parking Required per Chapter 10 Primary dwelling unit is more than 4,000 SF but less than 5,500 SF GRFA 4 spaces are required. 4 covered 9' x 18' (in garage) spaces provided. See Sheet A2.1 for landscape coverage information. Scale Date Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com 4 1 A5.1 A 3.2 PROJECT DIRECTORY 1 2 3 4 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: VICINITY MAP 100 A BUILDING SECTION NO. SECTION CUT SHEET NO. DETAIL NO. DETAIL CUT SHEET NO. ROOM NUMBER EXTERIOR ELEVATION DOOR MARK DETAIL CUT REFERENCE GRID LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet Ceramic CER SIM SHT W/ Reinforce (d) REINF FD Floor Drain With (comb. form) Required Round Head Sheet Metal Screw GA FDN FTG Room RM RHSM REQD Gauge Foundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, Lavatory Manufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GR GL Head HD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate Adjacent Area of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior Joint JT INT ID MO MFG LAV LAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter Dampproofing Continuous Concrete Masonry Unit HOR Bottom Of Opening OPG OC NTS d OD OSB OPP Plate PL PFSM PLWD PERF Project Product PROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet Refer REF REFR Floor Fireproof R Finish NA Dimension Tongue and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) Television Telephone Suspend (ed) Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING CONCRETE STONE TILE GLAZING FRAME WALL CONCRETE MASONRY PARTICLE BD. OR GLU-LAM WOOD WOOD FIBER BD. RIGID INSULATION CARPET ACOUSTICAL CEILING STEEL PLYWOOD SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER ALUMINUM OR SECTION PLAN SECTION PLAN ROCK/ SOIL/ COMPACTED FILL SAND NON-COMPACTED FILL Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated Fastened PAF Issue Date CODE INFORMATION GENERAL NOTES ARCHITECT BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CLIENTS CONTRACTOR SURVEYOR Eagle Valley Surveying Contact: Mike Post 41199 Hwy 6 & 24, Eagle Vail Avon, CO 81632 Phone: (970) 949-1406 Fax: (970) 479-0055 mikepost@evsurvey.com MECHANICAL ENGINEER SOILS ENGINEER HP Kumar Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 hpkglenwood@kumarusa.com KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com Vail Custom Builders Contact: Ted Leach 0429 Edwards Access Road Northstar Center A207 P.O. Box 2809 Edwards, CO 81632 Phone: (970) 376-0802 Office: (970) 926-8771 x5 ted@vailcustom.com John-Michael & Erin Liles Contact: John-Michael Liles 736 High Street Denver, CO 80209 Phone: (317) 709-4567 johnliles26@gmail.com Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 328-6080 Fax: (970) 328-6084 scott@Ceres-plus.com DESIGN BUILD CODE: 2015 IRC, 2015 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor - Requirement of .32 for new single family dwelling units, this can be a weighted average. The windows and doors with dual glazed Low E/i89 glazing (Low E on two surfaces) exceed this requirement. Ceiling & Roof Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. Typical Roof Condition - The design provides a full R-38 insulation value over the wall top plate as follows: Provide R62.4 at roof cavities with 5/8" plywood over 14” TJIs: with 4” minimum of 2# closed cell spray foam insulation with an R value of 6.6 per inch equaling R26.4 and 12” of blown in cellulose insulation with R3.6 per inch equaling R36. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home": Provide R-23.2 per the sum of the provided R values of the R-10 continuous exterior rigid foam insulation drainage board over the concrete wall with 2x wood furring set 1" off concrete with 2" of 2# closed cell spray foam insulation with R-13.2 (R-6.6 per inch) and 5/8" drywall exceeds the requirement. Exterior Walls Insulation - Requires R-20: Exterior walls with 5.5” cavity: Provide R22.8 with 1” minimum of spray foam insulation @ inside of sheathing with an R value of 6.6 per inch equaling R6.6 and 4.5” of blown in cellulose insulation with R3.6 per inch equaling R16.2 or approved equal. Floor Insulation - Requires R-30: The building has been designed with a conditioned and finished basement space. Provide 14" of blown in cellulose insulation with R-3.6 per inch equaling R-50.4 Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R25 @ slab edge with continuous R-15 3" rigid foam insulation under the slab and R-10 continuous exterior insulation & drainage board @ exterior of foundation. Provide full cavity blown in cellulose sound insulation at all interior walls and at all floor assemblies. SINCE BUILDING COMPLIES W/ 2015 IECC PRESCRIPTIVE BUILDING ENVELOPE, RES-CHECK OR SIM. ENERGY MODELING IS NOT REQ'D ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Standing seam roofing will be installed to meet the required Class A roof or Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. PLUMBING: See plumbing documents from Plumbing Contractor MECHANICAL: See mechanical drawings and documents from Mechanical Contractor ELECTRICAL: See load calculations from electrical contractor for service and electric panel sizing PROJECT INFORMATION 1/4" = 1'-0" 3/23/2017 12:54:36 PM A1.0 COVER SHEET 3-23-2017 CPM HB LILES RESIDENCE 3-23-2017 PERMIT SET 3-23-2017 PERMIT SET LILES RESIDENCE 2440 CHAMONIX LANE VAIL, CO 81657 A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L1 LANDSCAPE PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 LANDSCAPE COVERAGE A2.2 AREA CALCS A2.3 STAGING PLAN A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 ELEVATIONS A4.5 3D VIEWS A4.6 3D VIEWS A4.7 INTERIOR 3D VIEWS A5.1 SECTIONS A5.2 SECTIONS A5.3 SECTIONS A5.4 SECTIONS A5.5 SECTIONS A5.6 SECTIONS A6.1 FOUNDATION DETAILS A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS A6.4 FOUNDATION DETAILS A6.5 FOUNDATION DETAILS A6.6 FOUNDATION DETAILS A6.7 WALL DETAILS A6.8 DECK AND HANDRAIL DETAILS A6.9 ROOF DETAILS A6.10 ROOF DETAILS A7.1 FIREPLACE SHEET A7.2 FIREPLACE SHEET A7.3 STAIR SHEET A7.4 STAIR SHEET A7.5 STAIR SHEET A7.6 STAIR SHEET A7.7 STAIR SHEET A7.8 STAIR SHEET A7.9 STAIR SHEET A7.10 STAIR SHEET A. The contract documents, aka construction documents, consist of the architectural and structural drawings/notes, the exterior color/material schedule, architectural finish schedule, and the project outline specifications as well as the agreement between the contractor and owner. Any work shown, specified and/or noted in one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. B. Contractor will assume responsibility of items requiring coordination and resolution during the construction process. C. All work shall comply with all state and local codes and ordinances, and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. D. These documents are intended to include all labor, materials, equipment and services required to complete all work described herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions which will not permit construction per the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is altered by existing conditions or where neglected in the documents. E. All change orders must be approved in writing by the owner prior to contractor performing any work associated with a change order unless owner has authorized contractor to proceed. F. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review and approval. The contractor shall submit samples, product data, manufacturers installation recommendations and a side by side analysis / spread sheet comparing ASTM testing/performance or other applicable standards, warranty, limitations, maintenance considerations, cost, lead time/schedule impact, any incompatibility/impact to other products or systems in project, and impact on LEED certification if applicable for the project for the proposed substitution and the specified product. Once all required information is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of substitution. G. Submit samples as required by drawings and specifications. All samples shall be reviewed by the architect before the work is performed. Work must conform to the reviewed samples. Any work which does not conform shall be removed and replaced with work which conforms at the contractor's expense. Subcontractors shall submit requests and samples for review through the general contractor when work is let through him or her. Required verifications and submittals to be made in adequate time as to not delay progress. Once competed samples including all required product information if applicable is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of samples. H. Shop drawings must be thoroughly reviewed and stamped approved by contractor prior to submitting to architect to make sure they meet construction document requirements and are accurate in terms of correct quantities, dimensions, handing and design intent. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. Review shall be made by the architect and architect’s consultants for general compliance with construction drawings and design intent only. Architect’s review is required before work is begun, and work shall conform to the reviewed shop drawings, subject to replacement as required per above. Architect will try to identify any discrepancies in shop drawings, but contractor is ultimately responsible for shop drawing accuracy as the shop drawings are a product of their subcontractor. I. The building inspector shall be notified by the contractor when there is need of inspection as required by the 2015 international building code/international residential code, 2015 IECC, or any applicable or local code or ordinance. J. The contractor shall be responsible for the safety and care of adjacent properties during construction, for compliance with federal and state O.S.H.A. regulations, and for the protection of all work until it is delivered completed to the owner. Contractor to repair any damage to adjacent properties or completed work at his or her own expense. K. All dimensions noted take precedence over scaled dimensions. Dimensions noted with "N.T.S." denotes not to scale. L. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, mechanical, plumbing, and electrical drawings. Verify with structural engineer if holes/notches can be cut in structural members prior to doing so. M. Contractor to coordinate new construction w/ existing conditions and notify architect and structural engineer about discrepancies of drawings of existing house/conditions and assumptions. Every reasonable effort should be made by contractor to protect and/or minimize damage to existing conditions. A8.0 WINDOW & DOOR SCHEDULE A8.1 WINDOW DETAILS A8.2 WINDOW & DOOR DETAILS A8.3 WINDOW & DOOR DETAILS A10.0 ELECTRICAL SCHEDULE AND NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP STRUCTURAL DRAWINGS S1 SPECIFICATIONS S2 FOUNDATION PLAN S3 MAIN FLOOR FRAMING PLAN S4 UPPER FLOOR / LOW ROOF FRAMING PLAN S5 ROOF FRAMING PLAN S6 DETAILS S7 DETAILS S8 DETAILS S9 DETAILS REVISION SCHEDULE # DESCRIPTION DATE 04/28/17