new residence in sullivan county, ny

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AIA, CPHC, LEED AP BD+C, HERS

129 Sawkill AvenueMilford PA 18337

Office 570 296 0466Mobile 267 294 9818

[email protected]

www.richardpedranti.com

Licensed in PA, NY, and NJ

BUILDINGDEPARTMENT

SET

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

5/23

/201

3 9:

00:0

5 AM

A0

Exterior Views

12-15

DICKERMAN

5-17-13RBP

Exterior view from west

Exterior view from west Exterior view from east

Exterior view from southwest

Exterior view from southeast

Exterior view from west

DN

B L A C K F O R E S T C R E E KBlack Forest Road

Scale

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Date

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Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



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

DN

1234567

8

9

1012

2' - 9 3/8"

20' -

0"

7' -

3 1/

4"

19' -

8 1

/2"

19' -

8 1

/2"

9' -

8 9/

16"

0' -

3 1/

2"3' -

4 3/

16"0' -

3 1/

2"6'

- 0

3/4"

0' - 3 1/2"

2' - 1"

0' - 3 1/2"

6' - 4 1/2"

0' - 3 1/2"

2' - 9 3/8"

Fridge

DiningMaster BedroomLaundry

Pantry

Closet

16' - 0" 16' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

Roof above

9' -

7 7/

16"

2' -

8"2'

- 11

1/8

"3'

- 6

1/2"

1' -

1"

2' -

8 1/

4"

A3

2

A3

1

A41

A4 2

1A6

--

3A4

9' -

8 7/

16"

0' -

3 1/

2"5'

- 0"

0' -

3 1/

2"4'

- 5

1/16

"

1A11

4A4

2A11

2A5

1A5

8' - 0 7/8" 0' - 3 1/2" 10' - 2" 0' - 3 1/2" 5' - 0" 0' - 3 1/2" 11' - 8 1/2"

5' -

0"

7' - 0" 0' - 3 1/2" 7' - 11 3/8" 0' - 3 1/2"3' - 0"0' - 3 1/2" 5' - 0" 0' - 3 1/2" 11' - 8 1/2"

23' - 5 3/4"

22' -

8 1

/2"

7' - 4 3/8"

5' -

6"

4' -

2 1/

2"

15' - 8 3/4" 19' -

10

3/8"

32

3' -

0"

2' -

0"

0' -

11"

6A4

5A4

1A9

2A9

A7

4

3

1

2

A81

A83

A82A8

8

910

11

A8

16

A8

15

1314

12

0' -

3 3/

4"

1

4

5 6 7

8 9

10

11

12

Kitchen1

Mudroom2

Living Room3

Study4

Hall5

Mech6

Guest Room7

Hall 28

Closet9

Master Bedroom10

MasterBath11

Shower12

Porch13

2' -

0"

2' - 0"

67' - 7 7/8" 4' - 11 5/8"

72' - 7 1/2"

20' -

7 1

/2"

20' -

7 1

/2"

20' -

7 1

/2"

20' -

7 1

/2"

12' - 1 3/8" 24' - 4 3/4" 13' - 1 3/4" 18' - 0" 4' - 11 5/8"

12' - 1 3/8" 24' - 4 3/4" 36' - 1 3/8"

72' - 7 1/2"

3 4 5

29

7 8 9 10

38

12 13 14 15

16

17

18

19202122232425262728

1

2

1/2

R T

able

Che

st

Teak Dining Table

Couch

R chair 1

R chair 2

Sm R

CTa

ble

R SideTable

2' - 0"

Guest Bath1514

Mechanical chase

Screen Porch14

Outdoor fireplace

1234567

8

9

1012

1A6

3A4

1A11

4A4

2A11

2A5

1A5

16' - 0" 16' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"20

' - 0

"

6A4

5A4

1A9

2A9

Braced column bay

Braced column bay

Braced column bay

Brac

ed c

olum

n ba

y

Brac

ed c

olum

n ba

y

Braced column bay

Fireplace foundation wallSee A9 for assembly details

Insulated access panel

Insulatedmechanicalchase

8x8 pier foundationSee S drawings for details

1' - 0 13/16"1' - 1 3/8"

Mitsubishi ASHP onconcrete pad

13

Scale

Project number

Date

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Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



NOT FORCONSTRUCTION

1/4" = 1'-0" 5/23

/201

3 9:

00:3

8 AM

A1

Pier Plan and Floor Plan

12-15

DICKERMAN

5-17-13RBP

1/4" = 1'-0"1 First Floor Plan

1/4" = 1'-0"2 Pier and Foundation Plan

See S drawings forstructural information

12345671012

1A6

Roof Plan8' - 0 3/8"

3A4

Grade-3' - 0"

1A11

4A4

2A11

6A4

5A4

2A9

27 26 25 24 192820212223

Cross bracing

Earthwise windowsMetal roof

Egress

Alumninum gutter

1 2 3 4 5 6 7 10 12

1A6


3A4

Grade-3' - 0"

1A11

4A4

2A11

6A4

5A4

2A9

15 14 13 12

37

10 9 8 7

5 4 3

30313233343536

Earthwise windows

Screen Porch

Pier assemblywith cross bracing

Grade

Cable railing

Outdoorfireplace

Egress Egress

Scale

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Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



NOT FORCONSTRUCTION

1/4" = 1'-0" 5/23

/201

3 9:

00:4

2 AM

A3

East and West Elevations

12-15

DICKERMAN

5-17-13RBP

1/4" = 1'-0"1 East Elevation

1/4" = 1'-0"2 West ElevationSee S drawings for

structural information

89


Grade-3' - 0"

1A5

1A9

161718

11

38

Earthwise windows

Culturedstonefireplace

8 9


Grade-3' - 0"

2A5

1A5

1A9

12

29

6

12

Outdoorfireplace

Cultured stonefireplace

8 9


Grade-3' - 0"

2A5

1A5

1A9

29

6

2 1

1

2 1 Porch13

Entry door

Pier and FoundationPlan

-2' - 0"

89


Grade-3' - 0"

2A5

1A5

Porch13

Outdoor fireplace

Cable riail

89


Grade-3' - 0"

2A5

1A5

Living Room3

Stereocabinet

Entry door

Soffit

Grade

8 9


Grade-3' - 0"

2A5

1A5

1A9

A92

Living Room3

Scale

Project number

Date

Drawn by

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Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



NOT FORCONSTRUCTION

1/4" = 1'-0" 5/23

/201

3 9:

00:4

7 AM

A4

North and South Elevations

12-15

DICKERMAN

5-17-13RBP

1/4" = 1'-0"1 North Elevation

1/4" = 1'-0"2 South Elevation 1/4" = 1'-0"3 Entrance Elevation

1/4" = 1'-0"4 Screen Porch Elevation 1/4" = 1'-0"5 Section at Kitchen

1/4" = 1'-0"6 Section at Fireplace


1 3 4 5 6 7 10 12

1A6


3A4

Grade-3' - 0"

1A11

4A4

2A11

6A4

5A4

2A9

Kitchen1

Living Room3

Mech6

Guest Bath15

Hall 28

Closet9

Master Bedroom10

Porch13

Screen Porch14

12345671012

1A6


3A4

Grade-3' - 0"

1A11

4A4

2A11

6A4

5A4

2A9

Kitchen1

Living Room3

Study4

Guest Room7

Master Bedroom10

Porch13

Screen Porch14

Scale

Project number

Date

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Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



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


First Floor Plan0' - 0"

Pier and FoundationPlan

-2' - 0"

89


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

Wall Assembly R=20.9 (R20 Min)1/2" gypbd painted5.5" dense pack cellulose insulation2x6 wall studs1/2" ZIP wall sheathing with seams taped3/4" furring stripsFiber cement siding prepainted

Roof Assembly R=61.2 (R49 Min)1/2" gypbd painted12" raised heel engineered wod truss or TJIh18" loose fill cellulose insulationVented roofZIP roof sheathing with seams tapedMetal Sales PBR roof ranel

Study4

Mech6

Hall5

Access door

Mitsubishi ASHP

Water supply

Water supply

ERV supply and exhaust

ASHP line sets

ASHP line sets

Hatch indicates area ofinsulated mechanical chasebeyond in fireplace

14

13

Access door

Scale

Project number

Date

Drawn by

DIC

KER

MA

N R

ESID

ENC

EBL

ACK

FOR

EST

RO

AD L

UM

BER

LAN

D, S

ULL

IVAN

CO

UN

TY, N

Y



Office 570 296 0466Mobile 267 294 9818

[email protected]



BUILDINGDEPARTMENT

SET



NOT FORCONSTRUCTION

3/4" = 1'-0" 5/23

/201

3 9:

00:5

5 AM

A6

Building Section

12-15

DICKERMAN

5-17-13RBP

3/4" = 1'-0"1 Building Section 1


new residence in sullivan county, ny

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