Scale Project number Date Drawn by DICKERMAN RESIDENCE BLACK FOREST ROAD LUMBERLAND, SULLIVAN COUNTY, NY AIA, CPHC, LEED AP BD+C, HERS 129 Sawkill Avenue Milford PA 18337 Office 570 296 0466 Mobile 267 294 9818 [email protected]www.richardpedranti.com Licensed in PA, NY, and NJ BUILDING DEPARTMENT SET Richard Pedranti is a Certified Passive House Consultant (CPHC) through the Passive House Institute US (PHIUS) P A S S I V E H O U S E NOT FOR CONSTRUCTION 5/23/2013 9:00:05 AM A0 Exterior Views 12-15 DICKERMAN 5-17-13 RBP Exterior view from west Exterior view from west Exterior view from east Exterior view from southwest Exterior view from southeast Exterior view from west
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Richard Pedranti is a Certified PassiveHouse Consultant (CPHC) through thePassive House Institute US (PHIUS)
P A S S I V E H O U S E
NOT FORCONSTRUCTION
1/16" = 1'-0" 5/23
/201
3 9:
00:3
3 AM
A0-L1
Site Plan and EnergyCompliance
12-15
DICKERMAN
5-17-13RBP
1/16" = 1'-0"1 S I T E P L A N
Lands ofCOLIN DICKERMAN
6.2 ACRES
367 Black Forest RoadGeln Spey
Sullivan County, NY 12737
Town of Lumberland
Drawing ListSheet
Number Sheet Name Builing DepartmentA0 Exterior Views xA0-L1 Site Plan and Energy Compliance xA1 Pier Plan and Floor Plan xA2 Roof Plan and Electrical Plan xA3 East and West Elevations xA4 North and South Elevations xA5 Longitudinal Sections xA6 Building Section xA7 Living Room Interior ElevationsA8 Kitchen and Bath Interior ElevationsA9 Mechanical, Fireplace, and Schedules xA11 Site SectionsA12 Exterior Lighting StudesS0 Notes and Specifications xS1 Pier / Post Plan and Floor System xS2 First Floor Plan Structure xS3 Roof Structure xS4 Details xS5 Wall Bracing Structure xS6 Wall Bracing Structure xS7 Wall Bracing Strcuture x
Climatic and Geographic Design Criteria
Ground Snow Load 40
Wind Speed 90
Wind Topographic Effects No
Seismic Design Category B
Weathering Severe
Frost Line Depth 48"
Termite Yes
Winter Design Temp 5 Degrees
Ice Barrier Underlayment Required Yes
Flood azards N/A
Air freezing Index 1500
Mean Annual Temperature 45 Degrees
Additional Climate Data
Heating Degree Days 6,291
Cooling Degree Days 539
Climate Zone Zone 5B
Percent Possible Sunshine 51%
Average Annual Precipitation 36"
Average Annual Snowfall 47"
Table 402.1.1 Insulation and Fenestration Requirements
Climate Zone 6
Fenestration U-factor 0.35
Skylight U-factor 0.60
SHGC NR
Ceiling R-value 49
Wood framed wall R-value 20 or 13+5 (f)
Mass wall R-value 15/19
Floor R-value 30 (e)
Basement Wall (c) R-value N.A.
Slab (d) R-value and depth 10, 4ft.
Crawl space R-value N.A.
ENERGY COMPLIANCE2010 Energy Conservation construction Code of the State of New York
BUILDING CODE COMPLIANCE2010 Residential Code of the State of New York
FOR SI: 1 FOOT = 304.8 MM.A. R-VALUES ARE MINIMUMS. U-FACTORS ANDSHGCARE MAXIMUMS. R-19 BATTS COMPRESSED INTO A NOMINAL 2x6 FRAMING CAVITY SUCHTHAT THE R-VALUE IS REDUCED BY R-1 ORMORE SHALL BE MARKED WITH THE COMPRESSED BATT R-VALUE INADDITION TO THE FULL THICKNESS R-VALUE.B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.C. N.A.D. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FORHEATED SLABS. INSULATION DEPTH SHALL BE THE DEPTH OF THEFOOTING OR 2 FEET, WHICHEVER IS LESS IN ZONES 1 THROUGH 3 FORHEATED SLABS.E. OR INSULATION SUFFICIENT TO FILL THE CAVITY, R-19 MIN.F. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATEDSHEATHING. IF STRUCTURAL SHEATHING COVERS 25 PERCENT ORLESS OF THE EXTERIOR, INSULATING SHEATHING IS NOT REQUIREDWHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURALSHEATHING COVERS MORE THAN 25 PERCENT OF EXTERIOR,STRUCTURAL SHEATHING SHALL BE SUPPLEMENTED WITHINSULATED SHEATHING OF AT LEAST R-2.G. N.A.
SECTION 402BUILDING THERMAL ENVELOPE
INSULATION AND FENESTRATION CRITERIA. THE BUILDING THERMALENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1.1 BASEDON THE CLIMATE ZONE SPECIFIED IN TABLE N1101.2. R-VALUE COMPUTATION. INSULATION MATERIAL USED IN LAYERS,SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING,SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THEMANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWNINSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS.
SCOPE OF WORK IN GENERALDemoiltion of an existing 600 sf cabin and the construction ofa new 1,500 square foot one story new residence on a pierfoundation overlooking Black Forest Creek on Owner propertylocated in The Black Forest in Glen Spey, NY.
Milford
Matamoras
Barryville
Barryville
Black Forest Entrance
Existing cabin to be demolished
Utility pole
Overhead utility lines
Well
Existing garage to remain
New one storyresidence
Existing gravel drive
Existing bridge
Property line
Method of Energy ComplianceHERS Rating by Architect verified by HERS providor Energy Vanguard
Richard Pedranti is a Certified PassiveHouse Consultant (CPHC) through thePassive House Institute US (PHIUS)
P A S S I V E H O U S E
NOT FORCONSTRUCTION
1/4" = 1'-0" 5/23
/201
3 9:
00:4
9 AM
A5
Longitudinal Sections
12-15
DICKERMAN
5-17-13RBP
1/4" = 1'-0"1 Longitudinal Section 1
1/4" = 1'-0"2 Longitudinal Section 2
See S drawings forstructural information
First Floor Plan0' - 0"
Pier and FoundationPlan
-2' - 0"
89
Roof Plan8' - 0 3/8"
Grade-3' - 0"
1A5
1' -
0"
1A9
38
1111
1' -
3 1/
4"
Min
i mum
Fros
t
Min
i mum
Fros
t
Min
i mum
Fros
t
1' -
0"8'
- 0
3/8"
0' -
0 3/
4"0'
- 0
3/4"
1' -
2"
2
12
Grade
Grade
Poured concrete footingSee footing schedule fordimensinos and reinforcing
Simpson CB88 HDG post base
8x8 PT post embedded to minimum frostwith factory applied Postsaverpolyethelene and bitumen boot
8' -
0 3/
8"2'
- 0"
1' -
0" 20' - 0"
3' - 5"
2' - 11 1/2"
4' - 0"
Poured concrete footingSee footing schedule fordimensinos and reinforcing
Wood framed fireplace
Metal panelunderfloor finish
ZIP sheathing withseams taped
Engineered floor truss
3/4" advantech floor sheathing
Locally sourced white pine floor
Gypbd ceiling finish
Loose fill blown in cellulose insulationSee header schedule for sizes
Rigid insulation
Locally milled pine siding with Cabots solid stain
1x3 pine window casing with solid stain
Casement windows
Awning window
Pine drip cap with capillary break
Fibercement soffit panel
Continuouis screened soffit vent
2x8 fascia withsolid stain
1x3 fascia trim with solid stain
Continuous aluminum drip edge
Gypbd
Casementwindow
Wood framed fireplace with cultured stone finish
Bluestone chimney cap
Engineered roof truss
5/8" ZIP roof sheathingwith seams taped
Metal roofSee specifications for type
Continuous aluminum drip edge
1x3 fascia trim
2x8 fascia
2x6 top plate
Awning window
Fibercementsoffit panel
Screenedsoffit vent
Locally milld pine sidingwith Cabots solid stain
ZIP wall sheathing withseams taped
Dense pack cellulose insulation
2x6 bottom plate
2x6 frame wall using advanced framingSee S drawings for framing details
Min
i mum
1' -
6"
LVL lagged into post
LVL beam
Floor trusses hung on LVL
1. Water Control Layer A sheet, spray or trowel-applied membrane or material layer that controls the passage of liquid water.2. Air Control Layer Air control layers are materials constructed to control air flow across a building enclosure.3. Vapor Control Layer The components that are installed in an assembly to control the movement of water by vapor diffusion.4. Thermal Control Layer The layer in a building that controls the transfer of energy (heat) between the interior and the exterior.
Hygrothermal Layers
Note: All control layers shall be continuous at walls, ceilings, and floors.
Outline specification of Building AssembliesPier AssemblyPoured concrete footing to frost as per S drawings8x8 PT post with Post Saver bootAngle bracket as per S drawings
Floor Assembly R=53.2 (R30 Min)3/4" T&G wood flooring3/4" plywood subfloor14" engineering floor truss14" dense pack cellulose insulation1/2" ZIP sheathing with seams taped3/4" wood furring stripsMetal Sales PBR metal panel