HomeMy WebLinkAboutB12-0310 plans approved970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:40 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A0 COVER SHEET00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1Revision 18-8-12
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Sheet List Sheet NumberSheet Name A0COVER SHEET A1SITE PLAN A2.1FLOOR PLANS - LEVEL 1 & 2 A2.2FLOOR PLANS - LEVEL 3 & ROOF A3.1ELEVATIONS A3.2ELEVATIONS A4.1SECTIONS A4.2SECTIONS A4.3SECTIONS A1.2LANDSCAPE PLAN A4.4SECTIONS & AREA SUMMARY A4.5DETAILS & SCHEDULES A5.1DETAILS A6.1RADON MITIGATIONARCHITECTURAL INDEX STRUCTURAL ENGINEERING INDEX A1COVER SHEET + DETAILS + GENERAL NOTES A2FOUNDATION PLAN + DETAILS A3MAIN FLOOR FRAMING PLAN + DETAILS A4UPPER FLOOR FRAMING PLAN + DETAILS S5ROOF FRAMING PLAN + DETAILS S6DETAILS MECHANICAL AND ELECTRICAL INDEX P1MECHANICAL PLAN P2MECHANICAL PLAN E1ELECTRICAL SUMMARY1 RECEIV VED 08/15/2012
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GRFA CALCULATIONS:(TOWN OF VAIL ORDINANCE NO. 14 SERIES 2004)BASEMENT PERCENTAGE CALCULATIONS:TOTAL WALL SURFACE = 1524 S.F.TOTAL UNEXPOSED WALL SURFACE = 652 S.F.PERCENTAGE UNEXPOSED WALL SURFACE = 43%LEVEL 3 LIVING AREA = 333 S.F.LEVEL 3 GARAGE AREA = 765 S.F.LEVEL 3 PRE-TOTAL= 1,098 S.F.GARAGE EXEMPTION = (-600 S.F.)LEVEL 3 GRFA TOTAL= 498 S.F.LEVEL 2 LIVING AREA = 1,121 S.F.16' VAULTED AREA= (+200 S.F.)LEVEL 2 GRFA TOTAL= 1,321 S.F.LEVEL 1 LIVING AREA= 1,133 S.F.BASEMENT EXEMPTION= (43% )LEVEL 1 GRFA TOTAL= 487 S.F.TOTAL GRFA= 2,306 S.F.970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:42 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A1SITE PLAN00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate
1
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GRFA ALLOWED TOTAL = 5,946 SQ. FT.LOT AREA = .3109 ACRES x 43,560 SQ. FT. = 13,544 SQ. FT.SITE COVERAGE ALLOWED (20% OF SITE) = 2,708 SQ. FT.SITE COVERAGE PROPOSED = 1,562 SQ. FTTOWN OF VAIL ZONING DISTRICT:Two-Family Primary/Secondary ResidentialZONING SUMMARY GRFA PROPOSED TOTAL = 2,465 SQ. FT.HEIGHT LIMIT = 33'-0"PROPOSED HEIGHT = 32'-11"PARKING SPACES REQUIRED: 3 SPACES PARKING SPACES PROPOSED: 3 SPACES (INTERIOR)SITE DISTURBANCE ALLOWED (60% OF SITE) = 8,126 SQ. FT.SITE DISTURBANCE PROPOSED= 6,885 SQ. FT.(AREA WITHIN LIMITS OF CONSTRUCTION FENCING)Single Family Residence Owner: 2358 Garmisch LLC (Dave Hilb)1465 Aspen Grove Lane Vail, CO 81657 Location: 2358 Garmisch Drive, Vail, CO 81657 Vail Das Schone Filing 2, Block G, Lot 11 Parcel #2103-114-11-018PROJECT / CODE SUMMARY Class of Work: New Construction Type of Construction: Type V-N Type of Occupancy: R3 (single family)Levels: 2-story +basement LANDSCAPE AREA MAXIMUM = 60%LANDSCAPE AREA PROPOSED = 12% (1,670 SQ. FT.)(DRIVEWAY 108 SQ. FT. + SITE COVERAGE 1,562 SQ. FT.)STEEP SLOPE SUMMARY (MUST EXCEED 30% SLOPES):THE AVERAGE SLOPE UNDER THE BLDG FOOTPRINT = 44%DRIVEWAY MAX = 10% OF LOT AREA PROPOSED DRIVEWAY AREA = 108 SQ. FT. (.8%)AN APPROVED FIRE-SPRINKLER SYSTEM WILL BE REQUIRED BYT THE TOWN OF VAIL FIRE DEPARTMENT.SNOW STORAGE REQUIRED:10% OF 800 SQ. FT. HEATED DRIVEWAY = 80 SQ. FT.
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ASPEN CHALETS
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:45 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A1.2 LANDSCAPE PLAN00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:49 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A2.1 FLOOR PLANS - LEVEL 1 & 2 00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1Revision 18-8-12
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:49 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A2.2 FLOOR PLANS - LEVEL 3 & ROOF00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1Revision 18-8-12
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:31:57 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A3.1 ELEVATIONS00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:05 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A3.2 ELEVATIONS00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1/4" = 1'-0"1EAST ELEVATION
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:07 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A4.1 SECTIONS00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:11 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A4.2 SECTIONS00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1/4" = 1'-0"1SECTION - LONG LOOKING EAST
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:15 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A4.3 SECTIONS00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:18 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A4.4 SECTIONS & AREA SUMMARY00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1Revision 18-8-12 1/4" = 1'-0"
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5/8 "X" DRYWALL BOTH SIDES FOR GARAGE FIRE-SEPARATION10" X 10" TIMBER (OR 8"X10" TIMBER)1' - 0 1/4"12 1/4" XPS SIP = R-58 SIDING - SEE ELEVATIONS124 12 1/4" XPS SIP = R-58 TIMBER RAFTERSCOLD-ROOF VENT DETAILING BY GENERAL CONTRACTORGARAGE INTERIOR LIVING ROOM INTERIOR5 1/2"3/4" PLYWOOD SHEATHING FULL HEIGHT2X6 STUD WALLR-22 BLOWN-IN CELLULOSE INSULATION2' - 0"TIMBER BEAM5/8" GWB5"UPPER LEVEL T.O.PLY.10X10 TIMBER 5/8" TYPE "X" GWBUPPER LEVEL RIM JOISTR-48 BLOWN -IN CELLULOSE INSULATION 5/8" TYPE "X' GWBGARAGE CONC FLOOR MAIN LEVELTIMBERBEAM5/8" TYPE "X" GWB5 1/2"2X6 STUD WALL R-22 BLOWN-IN CELLULOSE INSULATION970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:19 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A4.5 DETAILS & SCHEDULES00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1Revision 18-8-12
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8/14/2012 2:32:20 PM
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970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
8/14/2012 2:32:22 PM
Vail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado A6.1 RADON MITIGATION00002358 Garmisch Drive PERMIT SET 7-10-12DAVE HILBNo.DescriptionDate 1/8" = 1'-0"1RADON - LEVEL 1 1/8" = 1'-0"2RADON - LEVEL 2 1/8" = 1'-0"3RADON - LEVEL 3
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By Martin Haeberle at 3:21 pm, Aug 17, 2012
Reviewed for Code Compliance
Code: 2009 International Residential Code (IRC)
By Martin Haeberle at 3:21 pm, Aug 17, 2012
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Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 1 of 6
REScheck Software Version 4.4.3
Compliance Certificate
Project Title: 2358 Garmisch
Energy Code:2009 IECC
Location:Vail, Colorado
Construction Type:Single Family
Glazing Area Percentage:21%
Heating Degree Days:9248
Climate Zone:6
Construction Site:Owner/Agent:Designer/Contractor:
2358 Garmisch Drive
Vail, CO 81657
Dave Hilb
Ranch Creek Land Co
1465 Aspen Grove Lane
Vail, CO 81657
970-476-7051
d.hilb@comcast.net
John Martin
Martin Manley Architects
PO Box 4701
Eagle, CO 81631
970-328-0592
john@martinmanleyarchitects.com
Compliance: Passes using UA trade-off
Compliance: 4.3% Better Than Code Maximum UA: 533 Your UA: 510
The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Assembly
Gross
Area or
Perimeter
Cavity
R-Value
Cont.
R-Value
Glazing
or Door
U-Factor
UA
Basement Wall -North 1: Solid Concrete or Masonry 373 14.0 14.0 10
Wall height: 12.0'
Depth below grade: 12.0'
Insulation depth: 12.0'
Basement Wall - North 2: Solid Concrete or Masonry 373 14.0 14.0 10
Wall height: 12.0'
Depth below grade: 12.0'
Insulation depth: 12.0'
Basement Wall - East: Solid Concrete or Masonry 190 14.0 14.0 5
Wall height: 11.0'
Depth below grade: 11.0'
Insulation depth: 11.0'
Window East Basement: Wood Frame:Double Pane with Low-E 7 0.350 2
Basement Wall - West: Solid Concrete or Masonry 56 14.0 14.0 2
Wall height: 11.0'
Depth below grade: 11.0'
Insulation depth: 11.0'
Wall - East: Wood Frame, 16" o.c.943 22.0 0.0 47
Windows East Wall: Wood Frame:Double Pane with Low-E 112 0.350 39
Wall - North: Wood Frame, 16" o.c.360 22.0 0.0 16
Window North Wall: Wood Frame:Double Pane with Low-E 29 0.350 10
Doors North Walls: Solid 48 0.500 24
Wall - West: Wood Frame, 16" o.c.1229 22.0 0.0 55
Window West Wall: Wood Frame:Double Pane with Low-E 192 0.350 67
Doors West Walls: Glass 63 0.360 23
Wall - South: Wood Frame, 16" o.c.791 22.0 0.0 27
Window South Wall: Wood Frame:Double Pane with Low-E 305 0.350 107
Floor 1 - Level 1: Slab-On-Grade:Heated 63 10.0 43
Insulation depth: 4.5'
Floor 2 - Level 2: All-Wood Joist/Truss:Over Outside Air 26 48.0 0.0 1
Ceiling 1 - SIP Roofs: Structural Insulated Panels (SIPs)805 58.0 14
Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 2 of 6
Ceiling 2 - Garage Floor: Flat Ceiling or Scissor Truss 336 56.0 0.0 8
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in
REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
8-8-12
John G Martin, Architect
Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 3 of 6
REScheck Software Version 4.4.3
Inspection Checklist
Energy Code:2009 IECC
Location:Vail, Colorado
Construction Type:Single Family
Glazing Area Percentage:21%
Heating Degree Days:9248
Climate Zone:6
Ceilings:
q Ceiling 1 - SIP Roofs: Structural Insulated Panels (SIPs), R-58.0 assembly R-value
Comments:
q Ceiling 2 - Garage Floor: Flat Ceiling or Scissor Truss, R-56.0 cavity insulation
Comments:
Above-Grade Walls:
q Wall - East: Wood Frame, 16" o.c., R-22.0 cavity insulation
Comments:
q Wall - North: Wood Frame, 16" o.c., R-22.0 cavity insulation
Comments:
q Wall - West: Wood Frame, 16" o.c., R-22.0 cavity insulation
Comments:
q Wall - South: Wood Frame, 16" o.c., R-22.0 cavity insulation
Comments:
Basement Walls:
q Basement Wall -North 1: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R-14.0 cavity + R-14.0 continuous insulation
Comments:
q Basement Wall - North 2: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R-14.0 cavity + R-14.0 continuous insulation
Comments:
q Basement Wall - East: Solid Concrete or Masonry, 11.0' ht / 11.0' bg / 11.0' insul, R-14.0 cavity + R-14.0 continuous insulation
Comments:
q Basement Wall - West: Solid Concrete or Masonry, 11.0' ht / 11.0' bg / 11.0' insul, R-14.0 cavity + R-14.0 continuous insulation
Comments:
Windows:
q Window East Basement: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Windows East Wall: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window North Wall: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 4 of 6
q Window West Wall: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window South Wall: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
q Doors North Walls: Solid, U-factor: 0.500
Comments:
Up to 40 sq.ft. of this door is exempt from the U-factor requirement.
q Doors West Walls: Glass, U-factor: 0.360
Comments:
Floors:
q Floor 1 - Level 1: Slab-On-Grade:Heated, 4.5' insulation depth, R-10.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 4.5 ft. OR down to at least the bottom of the slab then horizontally for a
total distance of 4.5 ft.
q Floor 2 - Level 2: All-Wood Joist/Truss:Over Outside Air, R-48.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
q Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
q Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
window/door jambs and framing.
q Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
q Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
q Wood-burning fireplaces have gasketed doors and outdoor combustion air.
q Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
q Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2) the following items have been satisfied:
(a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors: Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or
sprayed/blown insulation extends behind piping and wiring.
(f)Corners, headers, narrow framing cavities, and rim joists are insulated.
(g)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Sunrooms:
q Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 5 of 6
q Materials and equipment are installed in accordance with the manufacturer's installation instructions.
q Materials and equipment are identified so that compliance can be determined.
q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
q Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
q Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
q Building framing cavities are not used as supply ducts.
q All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or
UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
q All ducts and air handlers are located within conditioned space.
Temperature Controls:
q Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
q Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
q Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
q For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
q Circulating service hot water pipes are insulated to R-2.
q Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
q HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
q Heated swimming pools have an on/off heater switch.
q Pool heaters operating on natural gas or LPG have an electronic pilot light.
q Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste-heat-recovery systems.
q Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
q A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage <= 15
(d)50 lumens per watt for lamp wattage > 15 and <= 40
Project Title: 2358 Garmisch Report date: 07/09/12
Data filename: C:\Users\John\2012\Garmisch 2012\DOCS\Garmisch Rescheck.rck Page 6 of 6
(e)60 lumens per watt for lamp wattage > 40
Other Requirements:
q Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c').
Certificate:
q A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
2009 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Ceiling / Roof 58.00
Wall 22.00
Floor / Foundation 28.00
Ductwork (unconditioned spaces):_____
Glass & Door Rating U-Factor SHGC
Window 0.35 0.48
Door 0.36 0.42
Heating & Cooling Equipment Efficiency
Heating System:____________________________
Cooling System:____________________________
Water Heater:_______________________________
Name:Date:
Comments:
To be placed in
electrical panel at
completion of
project
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Project number Date PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Sheet 7/9/2012 3:30:17 PMVail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado RC100002358 Garmisch Drive7-6-12 PERMIT SET
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Level 1 8025' - 6"LEVEL 2 8036' - 6"LEVEL 3 8049' - 6"PLATE HT.8058' - 0"TOTAL WALL SURFACE = 312 S.F.UNEXPOSED WALL SURFACE = 0 S.F.
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Project number Date PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Sheet 3/16/2012 6:28:17 PMVail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado 1000002358 Garmisch Drive3-16-12 DRB REVISION
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17' - 0"
14
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6' - 0"AREA OF OVERHANGING FLOOR = 25.6 SQ. FT.
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Project number Date PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Sheet 7/9/2012 3:30:18 PMVail Das Schone Filing 2, Block G, Lot 11 Town of Vail, Eagle County, Colorado RC200002358 Garmisch Drive7-6-12 PERMIT SET
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FOR MORE INFORMATION CALL: (800) 606-8980
VISIT US ON THE WEB: www.tra-mage.com
BRACKET DIMENSIONS
DO NOT SCALE
BRACKET INSTALLATION
DO NOT SCALE
JW-04-2010
TRA-MAGE, Inc.
1657 South 580 East
American Fork, UT 84003
PRODUCT DATA SHEET
SNOW BRACKET D
FOR NEW CONSTRUCTION
USED ON: ASPHALT SHINGLES
Bracket to be installed using (4) #8 stainless steel screws or roofing nails fastened
through roofing material and sheathing below. Fasteners should be hidden under roofing
material course above.
DESCRIPTION
Designed for new construction asphalt shingles•
Can be used with most asphalt shingle makes or models•
Installed as shingles are installed•
Bracket fastens to roof sheathing•
Superior strength•
Can be powder coated to match roofing material color•
Overall dimensions: 1-3/16”W X 3”H X 10”L•
MATERIALS
Steel :: 16 ga (ASTM A879)•
Copper :: 48 oz. (ASTM B152)•
Cor-Ten® :: 16 ga (ASTM A606)•
Stainless Steel :: 18 ga (ASTM A240)•
Aluminum :: .063” (H32 - ASTM B209)•
COLORS/FINISHES
Electro-galvanized steel•
Hot-dipped galvanized steel•
Mill finish Copper•
Mill finish Aluminum•
Powder coating available in RAL Standard colors•
Visit • http://tra-mage.com/color-chart/ to see color chart
NOTE: Due to specific job conditions, TRA-MAGE will only warranty a snow
retention system/layout that has been designed by TRA-MAGE.