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HomeMy WebLinkAboutB15-0021_A0-0_1429894500.pdfLot 10 VICINITY MAP Zone District: Primary / Secondary Residential Lot Area: 1.018 acres x 43,560 s.f. = 44,344.08 s.f. · GRFA Allowed: .46% lot area < 10,000 s.f. = 4,600 s.f. .38% lot area < 15,000 s.f. = 1,900 s.f. .13% lot area < 30,000 s.f. = 1,950 s.f. .06% lot area >30,000 s.f.(14,344.08)= 860.64 s.f. Total = 9,310.64 s.f. ALLOWED Primary/Secondary Split: 60% = 5,586.39 s.f. 40% = 3,724.25 s.f. WEST Unit (PRIMARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) Total wall area = 2,836 s.f. Total subterranean wall area= 1288 s.f. =45 % Area= 1,987 s.f. X 45% = 894 s.f. Main Level (INCLUDES GARAGE) Area= 2829 s.f. Upper Level Area = 450 s.f. 4,173 s.f. Garage Allowance reduction -600 s.f. WEST UNIT GRFA area = 3,573 s.f. TOTAL AREA OF WEST UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS = LOWER LEVEL =1,987 S.F. MAIN LEVEL =2,829 S.F. UPPER LEVEL = 450 S.F. TOTAL AREA =5,266 S.F. EAST Unit(SECONDARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) Total wall area = 1,882 s.f. Total subterranean wall area= 847 s.f. =45 % Area= 1372 s.f. X 45% = 617 s.f. Main Level Area = 2,061 s.f. Upper Level (INCLUDES GARAGE) Area = 1,578 s.f. 4,256 s.f. Garage Allowance reduction -600 s.f. EAST UNIT GRFA area = 3,656 s.f. TOTAL AREA OF EAST UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS = LOWER LEVEL =1,372 S.F. MAIN LEVEL =2,061 S.F. UPPER LEVEL =1,578 S.F. TOTAL AREA =5,011 S.F. ALLOWED Site Coverage (20% of lot) = 8868.8 s.f. PROPOSED Site Coverage = 5,144 s.f. (includes roof overhangs over 4’ deep) REQUIRED Landscape Area (60% of lot) = 26,606.4 s.f. Lot size= 44,344.08 s.f. s.f. Site Coverage = 5,144s.f. Impervious terrace/drive area= -3,333 s.f. PROPOSED Landscape Area= 35,867 s.f. Snow Storage Unit 'WEST' AREA OF DRIVE =1,907 SF (total drive to road edge) 30% of drive area= 572 SF Snow Storage Unit 'EAST' AREA OF DRIVE =583 SF (total drive to road edge) 30% of drive area=174 SF Snow Storage Area of Drives 1,907 SF + 583 SF=2,490 SF (05.6% of total lot size) Area of Disturbed landform and vegetation (60% MAX) 12,842 SF =31% of total lot disturbed (28,300 SF = 69% of total lot not disturbed) Average Lot slope under footprint of units greater than 30%: Unit 'WEST' = 95% Unit 'EAST' = 100% Density = Duplex residence Maximum Height = 33'. Height proposed 32'-10 1/2" Parking Requirements: 2.5 spaces per dwelling unit = 3 spaces (2 inside, 1 outside) Retaining walls over 4 feet height to be engineered. Boulder retaining wall layback for 4'-0" tall wall = 1'-0" Boulder retaining wall layback for 6'-0" tall wall = 2'-0" ZONING SUMMARY 2 2 CLIMATE ZONE FENESTRATION U-FACTOR SKYLIGHT U-FACTOR GLAZED FENESTRATION SHGC CEILING R-VALUE WOOD FRAME WALL R-VALUE MASS WALL R-VALUE FLOOR R-VALUE BASEMENT WALL R-VALUE SLAB R-VALUE & DEPTH CRAWLSPACE WALL R-VALUE 6 .30 .55 NOT REQUIRED 49 20 + 5 (OR 13 + 10) 15 / 20 30 15 / 19 10 , 4 ft. 15 / 19 FROM TABLE R402.1.1 - IRC 2012 FROM TABLE N1102.1.1 - IECC 2012 INSULATION MINIMAL VALUES BY CODE a b c d e f e a. Eagle County lies in climate zone 6B. b. This is a prescriptive maximum u-factor for all windows and doors. c. This means R-20 for cavity insulation + R-5 for exterior continuous insulation. The Town of Vail has not adopted the additional R-5 at this time. d. The second R-value applies when more than half the insulation is on the interior of the mass wall. e. "15/19" means R-15 continuous insulation on the interior or exterior of the basement wall -or- R-19 cavity insulation at the interior of the basement wall (a combination cavity and continuous must equal R-19 as well). f. R-5 shall be added for heated slabs. The R-values and depth dimension can be spread between perimeter and under-slab locations. ADDITIONAL NOTES: N1102.2.1 (R402.2.1) Ceilings with attic spaces. When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall top plate at the eaves. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Secton N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. N1102.2.3 (R402.2.3) Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. N1102.2.5 (R402.2.5) Mass walls. Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete block, concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer), earth (adobe, compressed earth block, rammed earth) and solid timber/logs. N1102.2.7 (R402.2.7) Floors. Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. N1102.2.8 (R402.2.8) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead is insulated in accordance with Sections N1102.1.1 and N1102.2.7. N1102.2.9 (R402.2.9) Slab-on-grade floors. Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be insulated in accordance with Table N1102.1.1. The insulation shall extend downward from the top of the slab on the outside or inside of the foundation wall. Insulation located below grade shall be extended the distance provided in Table N1102.1.1 by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. N1102.2.10 (R402.2.10) Crawl space walls. As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated when the crawl space is not vented to the outside. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in accordance with this code. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (153 mm) up the stem wall and shall be attached to the stem wall. N1102.2.11 (R402.2.11) Masonry veneer. Insulation shall not be required on the horizontal portion of the foundation that supports a masonry veneer. 2 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number Date ConsultantAddress Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail REVISIONS 4/8/2015 11:55:18 AM A0.0 COVER 1455 Snowberry Lot 10 PERMIT SET 02.09.15 Mountain C.I. Holdings Lot 10, Block 9, Vail Intermountain 2755 Snowberry Drive, West Vail, CO 81657 002755 SNOWBERRY DRIVE WEST VAIL, COLORADO 81657 PERMIT SET 02-09-15 PROJECT INFORMATION Duplex Residence Owner: Mountain C. I. Holdings Limited 1480 SANDHILL DR UNIT 4 ANCASTER ON L9G 4V5 CANADA Location: 002755 Snowberry Drive West Vail, Colorado 81657 Lot 10, Block 9 Vail Intermountain Subdivision Parcel #: 2103-143-01-040 Class of Work: New Type of Construction: Type V-N Type of Occupancy: R3 (2-family Duplex) Type of Occupancy for garages: U Levels: 2-story +basement Fire Sprinkler System: Yes Architect: Martin Manley Architect Jeffrey P Manley AIA PO Box 1587 Eagle, CO 81631 970.328.5151 jeff@martinmanleyarchitects.com General Contractor: DW Dantas Construction LLC Dave Dantas PO Box 2322 Avon, CO 81620 970.376.6111 dave@dwdantas.com Snowberry 12" = 1'-0" 1 Vicinity Map 3 Copy of Ext view of West side 4 3D View FROM HIGH SOUTHEAST 5 3D View FROM HIGH NORTHEAST No. Description Date 2 REV #2 TOV Permit comments 03-11-15 2 3D View 11 6 3D View 12 12" = 1'-0" 7 ZONING 1/4" = 1'-0" 8 INSULATION VALUES Drawing List Sheet Number Sheet Name A0.0 COVER A0.1 Area Plans A0.2 SITE COVERAGE A1.1 Site Grading Plan A1.2 Landscape plan A2.1 Lower Level Floor Plan A2.2 Main Level Floor Plan A2.3 Upper Level Floor Plan A2.4 Roof Plan A3.1 Exterior Elevations A3.2 Exterior Elevations A3.3 Exterior Elevations A3.4 Exterior Elevations &Sections A4.1 Building Sections A4.2 Building Sections A5.1 Details/Schedules S1 STRUCTURAL NOTES AND SPECS (KRM) S2 FOUNDATION PLAN (KRM) S3 MAIN LEVEL FRAMING PLAN (KRM) S3.2 FOUNDATION DETAILS (bPSE) S3.3 FRAMING DETAILS (bPSE) S3.4 FRAMING DETAILS (bPSE) S4 UPPER LEVEL FRAMING PLAN (KRM) S5 ROOF FRAMING (KRM) S6 FOUNDATION DETAILS (KRM) S7 FOUNDATION DETAILS (KRM) STAGE CONSTR. STAGE Grand total: 27 INTERIOR LIGHTING NOTE GENERAL CONTRACTOR TO MEET 2012 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT: A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. Radon system is to comply with Appendix F of the 2012 IRC A subslab depressurization system (passive) is to be designed for each side of the duplex. The vent pipe shall be a minimum dia. of 3" and extend from the permeable layer under the lowest slab with a ' T ' fitting, through the conditioned space of the homes, and out the roof. The exhaust shall be located as a penetration through the roof and located on the non-street side. This exhaust vent shall be 2'-0" above the roof surface and 10'-0" away from any openings or the adjacent building/unit. An electrical box shall be installed with in the attic, above Closet W- 308, and within the Mech E-106 for possible future vent pipe fans. See sections 5A4.1 and 3A4.2 for vertical location of Radon system. See floor plans for location of piping routing for Radon System. RADON SYSTEM 2 BLOWER DOOR TEST N1102.4.1.2 (R402.4.1.2) Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Zones 1 and 2, and 3 air changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 2 04/24/15