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Home My WebLink AboutB16-0092_A1.0_1478906445.pdfRADON MITIGATION SYSTEM CONNECT TO EXISTING RADON 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 10 MIL VAPOR BARRIER UNDER THE SLAB INCUDING 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 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 Damproofing 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 Tounge 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: 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 R402.1.2 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 of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. The Sierra Pacific windows and doors with dual glazed Low E glazing (Low E on two surfaces) exceeds this requiremnt - Average U-Value = __. See 8.5 x 11 window proposal from manufacture for summary of U-values. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation : Provide R24.4 with the following assembly: R-10 exterior insulation/drainage medium over the typical 8" concrete wall and R-14.4 at 2x4 wood furring with 4" blown in cellulose insulation with R-3.6 per inch and 5/8" drywall exceeds the requirement. Garage Roof at Deck Above - Requires R-49: Provide 7 1/2 inches of spray foam insulation with an R value of 6.6 per inch at underside of existing slab equaling R-49.5 Exterior Walls Insulation - Requires R-20: Exterior walls with 5.5” cavity: Provide R25.8 with 2” minimum of spray foam insulation @ inside of sheathing with an R value of 6.6 per inch equaling R13.2 and 3.5” of blown in cellulose insulation with R3.6 per inch equaling R12.6 or approved equal. Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R20 with continuous 2" R10 rigid insulation under the slab and 2" R-10 continuous rigid insulation @ exterior of foundation. 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 CODE INFORMATION PROJECT INFORMATION 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 SOILS ENGINEER KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com PETRUS MANAGEMENT CORP. Contact: Thomas Doskocil 2300 West Plano Parkway Plano, TX 75075 MECHANICAL ENGINEER Shaeffer Hyde Construction Contact: Rob Fawcett Email: robf@shaefferhyde.com P.O. Box 373 Vail, Colorado 81658 Phone: (970) 845-5656 As indicated 4/6/2016 4:18:29 PM A1.0 COVER SHEET 4-05-2016 CWF HB 84 BEAVER DAM REMODEL 4-05-2016 PERMIT SET 4-05-2016 PERMIT SET 84 BEAVER DAM REMODEL VAIL, CO A1.0 COVER SHEET ARCHITECTURAL DRAWINGS A2.2 AREA CALCULATIONS A3.1 EXISTING LOWER LEVEL FLOOR PLAN A3.1A ENLARGED LOWER LEVEL FLOOR PLAN - WEST A3.1B ENLARGED LOWER LEVEL PLAN - EAST A3.2 EXISTING MAIN LEVEL FLOOR PLAN A3.2A ENLARGED MAIN LEVEL FLOOR PLANS A3.3 ROOF PLAN A4.1 ELEVATIONS A5.1 SECTIONS A5.2 SECTIONS A5.3 SECTIONS A5.4 SECTIONS A6.1 DETAILS A6.2 DETAILS A6.3 DETAILS A6.4 DETAILS A8.0 WINDOW SCHEDULE STRUCTURAL DRAWINGS S1 SPEC S2 FOUNDATION PLAN S3 LOWER LEVEL FRAMING PLAN S4 MAIN LEVEL FRAMING PLAN S5 ROOF FRAMING PLAN STONE CALCULATIONS STONE VENEER REMOVED AND REPLACED AT EAST DECK - APPROX. 550 SF STONE VENEER REMOVED AND REPLACED AT WEST DECK - APPROX. 500 SF TOTAL STONE VENEER TO BE REPLACED - APPROX. 1,050 SF STONE VENEER REMOVED AND TO BE REUSED AT EAST DECK - APPROX. 210 SF TOTAL FLAGSTONE TO BE REPLACED - APPROX. 1,470 SF GENERAL NOTES: 1.) SEE EXISTING DRAWINGS INCLUDED WITH THIS SET FOR ADDITIONAL INFORMATION 2.) VERIFY IN FIELD ALL EXISTING CONDITIONS & HEIGHTS SHOWN IN DRAWINGS. MANY ASSUMPTIONS WERE MADE ABOUT EXISTING CONDITIONS SINCE MANY CONDITIONS ARE CONCEALED AND NOT SHOWN IN EXISTING DRAWINGS. REVISION SCHEDULE # DESCRIPTION DATE 05/12/16