Download pdf - LOT 13 LOT 12 - Charette Associates · t o r y Project, or their consultants ... 1 1A 8"x16" Concrete Footing 8"x16" Concrete Footing A 2 2 8' - 8" 10' - 0" 36" x 36" x 12" Conc Ftg

AREA7,000±sq. ft.

CATHERINE STREET

S52°26'14"E50.00'

S37°33'46"W

140.00'

S52°26'14"E 50.00'

S37°33'46"W

140.00'

12.1±'

12.2±'

8.1±'

1.1±'8.2±'

7.0±'

6.8±'

20.2±'

19.9'

20.2±'

20.2±'

20.2±'

LOT 8 LOT 7

LOT 12LOT 13

LOT 6

SIDEWALK

WALK

DRIVEWAY

GARAGE

EDGE OF PAVEMENT

RETAINING

WALL

STAIRS

3.1±'

3.1±'

1.4±'

4.7±'

4.7±'

24.0±'

17.0±'

9.3±'

9.3±'

UL

UL

UL

UL

UL

UL

MIN. SIDE Y

EXISTING S

AREA OF S

DRIVEWAY AGREEMENT

Bk.796, Pg. 29.

ENTRANCE

LANDING

@ Eave3.7' +/-

Additio

nExis

ting

Two S

tory

Wood F

ram

ed S

truc

ture

MAGN

ETIC

20' - 0" Front Yard

Side Yard

15' - 0"

Side Yard

15' - 0"

30' - 0" Rear Yard

ZONING DATA

Zoning District MROccupancy Classification: Single FamilyConstruction Type: NFPA Type VANumber of Stories: 2Building Height: 27'-0"Square Footage Existing: 905 sfSquare Footage Addition: 252 sfNumber of Bedrooms Existing: 3Number of Bedrooms New: 4

Lot RequirementsItem Required ActualLot Area 10,000 sf *7,000 sfWidth 80 ft *50 ftDepth 100 ft *140 ftCoverage 40% 20%

Front Yard 20 ft 17 ftSide Yard 15 ft *3.7 ftRear Yard 30 ft 72 ftAccesory Side 15 ft 3.1 ftAccessory Rear 30 ft 1.4 ft

Building RequirementsItem Required ActualMax Height Stories 6 2Max Height Feet 75 ft 27 ftMin Floor Area 660 sf 1157 sf

* Items approved by the Town of Scotia Zoning Board of Appeals dated 4/26/2010.

Site information based upon a survey provided by Stephen E. Lamb, P.E., L.S.for Peter and Cinthia Frisoni dated 3/10/2010 as recorded in the Book ofDeeds 1717, page 894

Site plan complies with the Area Variance as approved by the Town of ScotiaZoning Board of Appeals dated 4/26/2010.

6

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REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES

Notice:The drawings, plans, specifications and designs contained herein areand shall remain the exclusive property of Charette AssociatesArchitects, P.C., and cannot be altered, copied, duplicated or useddirectly or indirectly in whole or in part except with the express writtenpermission of Charette Associates Architects, P.C. Copyright 2010

PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.

Gansevoort, New YorkPhone (518) 583-6855 Fax (518) 581-0530

The information contained within is protected by Copyright. The Architectauthorizes the Owner to reproduce and use these Copywrited drawings only foruse related to construction of the Project. The Owner shall not provide thesedocuments to any other person except to those who need to know the contentin order to perform services or construction solely and exclusively for theProject, or their consultants and contractors who shall be bound with similarrestrictions on the use of these documents.

No party, without written permission from the Architect, shall modify thesedocuments.

210 Catherine StreetScotia, New York

As indicated

Frisoni Residence Addition

Site Plan

C-101

1001LA

MP/LA

LA

-

3/16/2010SCALE: 1" = 10'-0"

Site PlanA1

UP

C1

A-301

C1

A-301

A1

A-301

A1

A-301

11

20

' - 0

"

20' - 0"

A3

A-301

A3

A-301

9' - 0" 9' - 8"

8" 15' - 6"

3' - 2"

8"

T/Ftg -8' - 3 3/4"B/Ftg -8' - 11 3/4"

T/Ftg -8' - 3 3/4"B/Ftg -8' - 11 3/4"

T/Ftg -8' - 3 3/4"B/Ftg -8' - 11 3/4"

T/Ftg -8' - 3 3/4"B/Ftg -8' - 11 3/4"

2' - 6" +/-

1" Rat Slab on 6 Mil Poly VaporBarrier on 6" Well CompactedGranular Fill or Crushed Stone.

4' -

8"

7' -

8"

7' -

8"

T/Conc -10 1/4"

T/Conc -10 1/4"

T/Conc -10 1/4"

Unexcavated

1

1

1

1

1A

8"x16" Concrete Footing

8"x16" Concrete Footing

A

22

8' - 8" 10' - 0"

36" x 36" x 12" Conc Ftg.

PIPE4SCH40

A-101D4

T/Ftg -5' - 5"B/Ftg -6' - 1"

T/Ftg -5' - 5"B/Ftg -6' - 1"

T/Conc -10 1/4"

(2) 1

3/4

x 9

1/4

1.9E

ML B

eam

2x8 FL JST @ 16" OC 2x8 FL JST @ 16" OC

(2) 1

3/4

x 9

1/4

1.9E

ML B

eam

3' - 4 1/4"

8' -

3"

Doub

le J

ois

t

DoubleJoist

1' -

1 3

/8"

R @

7 23/3

2"

12

36" x 36" x 12" Conc Ftg.PIPE4SCH40

SD

Hard-wired SmokeDetectors (typ)

3' - 6"Remove Existing Damaged

CMU. Replace with New andRe-point Damaged Areas as

Required.

D1D1

D9D9

D3

D9D1

16' - 2" +/- 3' - 6"

D5

D5

3' - 0" +/- 3' - 6" D5

GENERAL NOTES

Federal Copyright Law protects these plans. Reproduction or modification ofthese plans without the written consent of Charette Associates Architects,P.C. (CAA), is strictly prohibited.

1. Construction shall conform to the latest edition of the ResidentialCode of New York State (RCNYS) and the Energy ConservationConstruction Code of New York State.

2. Construction documents for this work have been prepared inaccordance with generally accepted architectural and engineeringpractice to meet minimum requirements of the latest edition of theRCNYS.

3. In the event of conflict between pertinent codes and regulations andreferenced standards of these drawings and specifications, themore stringent provisions shall govern.

4. Contractor shall be responsible for all materials, constructionmethods, craftsmanship, procedures and conditions (including safety).

5. Contractor shall verify all existing conditions, requirements, notes,and dimensions shown on Drawings or noted in Specifications. Anyvariances within drawings and Specifications, or with conditionsencountered at job site, shall be reported in writing to the Architectbefore commencement of any work affected by such variance.

6. Contractor shall rigidly adhere to all laws, codes, and ordinances,which apply to this work. Contractor shall notify and receive writtenclarification from the Architect of any variations between contractdocuments and governing regulations.

7. The Contractor shall make no structural changes without writtenapproval of the Architect.

8. The Architect assumes no responsibility for constructionconformance, means, methods, techniques or procedures of on-sitework relating to the construction plans.

9. The Architect assumes no responsibility for unauthorized deviationsfrom the drawings.

10. All manufactured materials, components, fasteners, assemblers, etc.,shall be handled and installed in accordance with manufacturer'sinstructions and provisions of applicable industry standards. Wherespecific manufactured products are called for, generic equals thatmeet applicable standards and specifications may be used.

11. All materials used to be selected and installed in accordance withstate, federal, national and local codes and installed in accordancewith manufacturers recommended installation procedures.

12. Construction loads shall not overload structure nor shall they be inexcess of design loadings indicated herein.

13. Drawings and specifications are intended to provide the basis forthe proper completion of the Project suitable for the intended useof the Owner.

14. Items not expressly set forth but which are reasonably implied ornecessary for the proper performance of this work shall be included.

15. Inspect substrates and report unsatisfactory conditions in writing.Do not proceed until unsatisfactory conditions have been corrected.

16. All dimensions are framing to framing of lumber or to face ofconcrete unless noted otherwise.

17. Do not scale drawings. Use dimensions as indicated for all locations.

18. Deviations from these drawings which are not performed with priorwritten consent from the architect are solely at the contractor'srisk and he shall accept fully liability for same.

FOUNDATIONS

GENERAL:

Contractor to notify CAA if site conditions such as adverse ground water or soil conditions warrant modificationsto the engineering design of the foundation.Footings may by poured neat against sides of excavations only if sloughing or raveling does not occur.Contractor shall be responsible for support of all temporary embankments and excavations.Backfill shall not be placed against basement foundation walls until:

a. Concrete or masonry grout has reached sufficient strength to resist damage.b. Structural floor framing (including plywood sub-floor) required to stabilize walls is complete and

fully nailed and anchored or sufficient bracing is applied to prevent wall damage.

STRUCTURAL BACKFILL:

Structural backfill of well graded, well drained, sand and gravel or crusher run stone shall be placed in 6-inchmaximum lifts and compacted to a minimum density of 95% (under slabs-on-grade and building structure) and 90%(elsewhere) of maximum density at maximum moisture content as determined by ASTM D698.Backfill shall be free of excessive vegetation, debris or other deleterious materials and contain no particles largerthan 3-inches in diameter and no more than 10% passing the #200 sieve.

FOOTINGS:Footings shall be placed at a minimum depth of 48-inches below adjacent finished grade unless otherwise specifiedon the Contract Documents.Final 3-inches of excavation shall be removed by hand tool operations in order to assure bearing surfaces.Footing shall be founded on firm, undisturbed, native soils free of frost and loose material. Footing may bear onproperly engineered backfill provided settlement and/or consolidation tests performed indicate anticipatedsettlement will not exceed that allowed for the proposed structure.Bottom surface of footings shall not slope more than 1.0 vertical to 10.0 horizontal, except as shown otherwise ofdrawings.No excavation shall be made lower and closer to any footing than 1.0 vertical to 3.0 horizontal, except as shown ondrawings.Footings and slabs-on-grade shall not be placed on muddy or frozen ground.Foundation and footing design is based upon an allowable soil bearing pressure of 3000 psf without excessivedifferential settlement.Center all footings under walls, columns or grid lines unless otherwise noted on plans.Contractor to provide field density tests on compacted fill under footings and interior slabs-on-grade.

1.

2.3.4.

1.

2.

1.

2.3.

4.

5.

6.7.

8.9.

NOTE: BOTTOM OF ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.

PIPE COL.

CONC. SLAB W/FIBROUS REINFORCINGON 6 MIL. POLYVAPOR BARRIER

CONC.FOOTING

#4 BARS, EA. WAY

9"X9"X1/2" BASEPLATE W/ (2)5/8" DIA. x 8"ANCHOR BOLTS

3' - 0"

1' -

0"

6

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REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





As indicated


Basement Plan

A-101

1001LA

MP/LA

LA

-

3/16/2010SCALE: 1/4" = 1'-0"

BasementA4SCALE: 1/4" = 1'-0"

Basement RemovalsA1

Demolition Keynotes

D1 Remove Foundation Wall and Footings. Fill void as required.D2 Remove Wall Where IndicatedD3 Remove Existing Door, Frame And TrimD4 Remove Existing Window, Frame And Trim.D5 Remove Wall As Required For New OpeningD7 Remove plumbing fixtures. Cap abandoned lines.D8 Remove floor finishesD9 Remove stairs and railingsD10 Remove window and sill framing. Widen opening as required.D11 Ceiling to be removedD12 Remove roofing shingles and building paperD16 Remove roofing inclusive of roof rafters and associated framingD17 Remove sheathing/planks as required to install ridge ventD18 Remove siding and sheathingD19 Wood flooring/framing to be removedD21 Remove Sheathing to permit a 36"x48" Attic Opening at Addition

Wall ScheduleType Fire Description1 - 8" Poured Reinforced Concrete Foundation Wall1A - 8" CMU Infill2 - 2x6 Wood Studs @ 16" o.c. w/ 5/8" Plywood Sheathing. 1/2" GWB

and 6" R-19 Batt Insul w/ Air Infiltration and Vapor Barrier3 - 2x4 Wood Studs @ 16" o.c. w/ 1/2" GWB Ea Side4 2x Furring on existing Studs with 1/2" GWB one side.

SCALE: 1" = 1'-0"

Footing DetailD4

UP

UP

DN

REF

.

DW

D9 D19

D2

D3

D3

D3 D3

D4

D2

D2D2

D2

D9

D8D8

D7

D16

D3D11

Dining Living

Kitchen

Porch

D4

D5

C1

A-301

C1

A-301

A1

A-301

A1

A-301

11

Kitchen

103

Mud

105

Toilet

106

Living

102

Dining

101

Stair

107

Nook

104

Bench

Built-inBanquette

CoveredPorch

Additio

n20

' - 0

"Exis

ting

Cons

truc

tion

to R

em

ain

29' -

3"

Addition20' - 0" 16' - 3"

3' -

11

1/2"

3' -

6 1

/4"

x 6

'-8" H.

4' -

0"

1' -

5"

6' -

10

3/4

"3' -

2 1

/2"

4' -

5 1

/2"

9' - 1" 3 1/2" 9' - 8 1/2"

1 1/2"

10' - 3 1/2" 3 1/2" 4' - 11" 3 1/2"3' - 5"

1' - 1"

15' -

5 1

/4"

2' -

7 1

/2"

3' - 1" 4' - 5" 2' - 7 1/2"

A3

A-301

A3

A-301

A

222

4

3

3

3

3

2

23

3

2' -

2"

6' -

2"

2' - 0" 3' - 0" 3' - 0" 2' - 0"

2' -

2"

105

106

W1 W1

W1

W1

W1

W1

W1

W3

Furr Out Existing 2x4 Wall

Range w/ Hood above -Vent to Exterior

Cabinets & Countertop

Replace Sink

(2) 2x8 H

dr

Solid Blocking toFoundation (typ)

6x6 PT Wd Post

3'-0" High Wood Handrail (typ)

Fan/Light - Vent to Exterior

2x8 FL JST@ 16" OC

4" Conc. Slab on Grade w/ 6 Mil PolyVapor Barrier on 6" Well CompactedGranular Fill or Crushed Stone. Pitch awayfrom Door.

Lowered Countertop

1' - 4 1/2"

Align

Align

Alig

n

R @

7 23/3

2"

12

(4) 2x12

Beam

(2) 2x10 Beam

Dble Joist

SD

2x8

Raf

ters

@ 1

6" O

C

2x8

Hip

Raft

er

2x8 Hip Rafter

Roof Overhang Above


107

(4) 2x8HDR Flush

(4) 2x8 HDR

(2) 2x8 H

dr

W2

Raise Headroom to 6'-8" over Stairs & Provide Header

(2) 2x10 Header

2x8

Raf

ters

@ 1

6" O

C

6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





1/4" = 1'-0"


First Floor Plan

A-102

1001LA

MP/LA

LA

-

3/16/2010SCALE: 1/4" = 1'-0"

First Floor RemovalsA1 SCALE: 1/4" = 1'-0"

First FloorA4

Demolition Keynotes




DN

DN

DN

DN

DN

Bath

Closet

Bedroom #3Linen

Closet Closet

Bedroom #2Bedroom #1

Hall

Roof Below

Roof Below

D16

D103' - 2"

C1

A-301

C1

A-301

A1

A-301

A1

A-301

Bonus

206

Bath

204

Closet

201A

Bedroom #3

205

Linen

203A

Closet

205A

Closet

202A

Bedroom #2

202

Bedroom #1

201

Hall

203

Additio

n20

' - 0

"Exis

ting

Cons

truc

tion

to R

em

ain

29' -

3"

Addition20' - 0" 8' - 2"

Roof Below

Roof Below

Roof Below

7' -

11

3/4

"2' -

9"

3' - 2 3/8" 3' - 5" 3' - 4 3/4" 3' - 4 3/4" 3' - 5" 3' - 2 3/8"

4' -

11

1/2"

A3

A-301

A3

A-301

A

222

32

2

3' - 3"

W5

W4

206

W4W4 W4

W6

W5

W4

Notes:1. Bathroom #207 to be provided as Phase 2work. Phase 1 work shall include providing roughplumbing for fixtures. Cap all lines leading toBathroom #207 and conceal in floor or wall.2. Attic access at attition to be provided fromexisting attic space.

36" High Wood Handrail

(2) 2X10 Hdr

2x8 RAFTERS @ 16" OCSD

SD

SD SD

SD

2x8

RAFTER

S@

16" O

C

2x8 Hip Rafter

2x8

Hip

Raft

er

2x10

Rid

ge B

oar

d

Roof OverhangAbove



6

D

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B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





1/4" = 1'-0"


Second Floor Plan

A-103

1001LA

MP/LA

LA

-

3/16/2010SCALE: 1/4" = 1'-0"

Second Floor Removal PlanA1 SCALE: 1/4" = 1'-0"

Second Floor PlanA4

Demolition Keynotes




D17

D17

D12

D12

D12

D12

D12

D12

D12 D12

ExistingRoof toRemain

ExistingRoof toRemain

D18

D17

D21

C1

A-301

C1

A-301

A1

A-301

A1

A-301

A3

A-301

A3

A-301

D4

A-104VTR (locate in Field)

Ice and Water Shield to24" from Outside Wall andat Valley (typ)

9" /

12"

9" / 12" 9" / 12"

9" /

12"

9" / 12"

9" /

12"

9" / 12"

Align Addition Roofto Existing Hip

Valle

y

Ridge Vent (typ)

Ridge Vent (typ)

D4

A-104

Roof Belowto Remain

Roof Belowto Remain

Roof Below

2' -

0"

2' - 0"

2' - 0"2' - 0"

2' -

0"

2' - 0"

2' -

0"

Ice and Water Shield to24" from Outside Wall and

at Valley (typ)

30 Year FGShingles (typ)



Face of Building Below




5" /

12"

5" / 12"5" / 12"

Ove

rhan

g (

t yp)

1' -

1"

Overhang (typ)1' - 1"

Continuous metal ridgevent w/ louvers on theunderside

Nail or screw ridge toroofing

Sheathing

Rafters (see plans)

Ridge Board

40 year FGArchitectural Shingles

1" to 1-1/2"

6

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654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





As indicated


Roof Plan

A-104

1001LA

MP/LA

LA

-

3/16/2010SCALE: 1/4" = 1'-0"

Roof Removal PlanA1 SCALE: 1/4" = 1'-0"

Roof PlanA4

Demolition Keynotes


SCALE: 1 1/2" = 1'-0"

Ridge Vent DetailD4

REF

.

DW

A-105C3

9' - 1" 1' - 1"

6' -

7 1

/4"

3 1

/2"

3' -

2 1

/2"

3 1

/2"

4' -

2 1

/2"

2' - 3" 3' - 2" 5' - 9 1/2" 1' - 4 1/2"

6' -

5"

3' -

0"

1' -

6"

16' -

7 1

/2"

27' -

6 1

/2"

40"Range

W2430

W2430

W2430

BD24

SB36

BC48

B15

W2624

W2624

W2624

B26

B26

B26

W2430

Lower Counter

Counter: 32" A.F.F.

Counter: 36" A.F.F.

14' -

7 1

/4"

A3

PAN26

B26

W2624x24deep

3' -

9 1

/2" +/

-

First Floor F.F.0"

First Floor Ceiling8' - 0"

W2430W2430 W2430 W2430

BD24 SB36 BC48 B15

Bottom of Beam7' - 0 3/4"

BD24 40"RangeDishWasher

Hood

14' - 7" Clear(2) 2x12

Lowered Counter

FillerPanel

FillerPanel

2' -

8"

3' -

0"

4" Backsplash (typ)

5' -

6"

First Floor F.F.0"

First Floor Ceiling8' - 0"

W2624 W2624 W2624

B26B26 B26 Refrigerator2' -

0"


B26 PAN26

(2) 2x12 Beam

(2) 2x12 Beam

Wood Shelf

Filler

Filler

4" Backsplash (typ)

4" Base (typ) 3/4" Wood Flooring onExisting Subfloor

1/2" GWB Ceiling1"

W2624x24deep

6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





1/2" = 1'-0"


Enlarged Kitchen Plan

A-105

1001LA

LA

LA

PF/CF

07/03/10SCALE: 1/2" = 1'-0"

Enlarged Kitchen PlanA1

SCALE: 1/2" = 1'-0"

Elevation 1 - aC3

SCALE: 1/2" = 1'-0"

Elevation 1 - bA3

30 Year F.G..Architectural Shingle

Conc. Foundation Wallon Strip Footing

Ridge Vent (typ)

Soffit Vent (typ)

Wall Flashing (typ)

Wood Siding toMatch Existing

6"x6" PT Wood Post

Grade

Conc. Frost Wall onStrip Footing (48"Below Grade)

W4 W4 W4 W4 W4

W1 W1 W1W1

105



Ridge Vent (typ)

Soffit Vent (typ)

Wall Flashing (typ)


Grade

First Floor F.F.0"

Second Floor8' - 8 1/2"

Roof15' - 11 1/2"

Basement-7' - 11 3/4"



Ridge Vent (typ)

Soffit Vent (typ)

Wall Flashing (typ)


6"x6" PT Wood Post

Grade

4' -

0"


6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





3/16" = 1'-0"


Elevations

A-201

1001LA

MP/LA

LA

-

3/16/2010

SCALE: 3/16" = 1'-0"

North ElevationC1

SCALE: 3/16" = 1'-0"

West ElevationA1

SCALE: 3/16" = 1'-0"

East ElevationC4

First Floor F.F.0"


Roof15' - 11 1/2"

Basement-7' - 11 3/4"

Top of Foundation-10 1/4"2x8 Floor Jst's @ 16" OC

Cont Soffit Vent

2x8 Rim Jst (typ)

Rafters @ 16" oc (typ)

30 YR Architectural Shingles

8" Conc Fdn Wall

Cont. Ridge Vent

Wood Veneered Beam (see plans)

4" Conc. Slab onGrade w/ VB,

Flush Header

8"x 16" Conc. Ftg.

Lowered Counter

Beam - See PlansFor Sizing

4SCH40 Steel Support Pipe,See Plan for Location (typ)

R-38 Batt Insulation


Bonus

206

Kitchen

103

Nook

104

Dining

101

Bath

204

Closet

201A

Bedroom #1

201

4"


First Floor F.F.0"


Roof15' - 11 1/2"

Basement-7' - 11 3/4"

Top of Foundation-10 1/4"

12"

MIN

.

4" DRAIN TILE TO DAYLIGHT ORSTORM SEWER WITH BACKFLOWPROTECTION IF ALLOWED BYGRADE OR TO SUMP PUMP DRAINTILE

CONCRETEFOOTING OVERUNDISTURBED SOIL

(2) #4 CONTINOUSREBAR USE BENT BARS@ CORNERS

2'-0" #4 REBAR @ 4'-0" O.C.

POUREDFOUNDATION (3500 PSI)

DAMPROOFING

1/2" PLYWOOD SHEATHINGw/TYVEK WRAP

WOOD SIDING TO MATCH EXISTING

SOFFIT OVERHANG WITH CONTINOUS VENT

PROPER VENT AT EAVES- EVERY BAY

30 YEAR FIBERGLASS ROOF SHINGLESOVER COMBINATION SHEATHING/WATERRESISTANT BARRIER (ZIP ROOF SYSTEM)

WOOD RAFTERS PER PLAN

FASCIA

ALUMINUM DRIP EDGE

GRADE

2 MIL. POLY VAPOR BARRIER(IF REQUIRED BY ICYNENE)

3/4" T&G OSB UNDERLAYMENT

2x8 TREATED SILL SEALED

(2) #4 REBAR. CONTINOUSAROUND PERIMETER. AND AT 4'-0" AFF

4" CONC. SLAB OVERVAPOR BARRIER & 4"COMPACTED GRAVEL ORCLEAN SAND FILL ASREQUIRED BY SITECONDITIONS

1/2" x 12" ANCHOR BOLTS@ 4'-0" O.C.

FLOOR JOISTS AS PER PLAN

R11 BATT INSULATION ONFURRING

FLOOR JOISTS AS PER PLAN

2(2x6) PLATE

1/2" GYP BOARD

R19 BATT INSULATION w/ VAPOR BARRIER

2x6 STUDS @ 16"O.C.

CONTINUOUS RIDGE VENT (NOT SHOWN)

R38 BATT INSULATIONW/ VAPOR BARRIER

ALL INTERIOR WALLS TOBE 2x4 STUDS @

16"O.C.

2x6 SILL PLATE

1/2" EXPANSION JOINT (TYP)

#5 VERT REBAR @ 48" O.C.

NOTE:REINFORCING IS BASED ON 8" WIDE 8'-0" HIGHFOUNDATION WALL W/ BACKFILL HEIGHT NOT TO EXCEED7'-0" FROM T/ SLAB. SOIL TYPE IS GW, GP, SW OR SP.CONSULT ARCHITECT IF DIFFERENT CONDITIONS AREFOUND.

MATCH EXISTING ROOF EAVE SLOPE

First Floor F.F.0"

Basement-7' - 11 3/4"

7' -

0"

7 23/3

2"

9"

3' -

0"

4" max.

Wood Handrail

6' -

8" Cle

ar M

in.

(2) 2x8 Header

6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





As indicated


Building Sections

A-301

1001LA

MP/LA

LA

-

3/16/2010

SCALE: 1/4" = 1'-0"

Building SectionC1

SCALE: 1/4" = 1'-0"

Building SectionA1 SCALE: 3/4" = 1'-0"

Typical Wall SectionA5SCALE: 1/4" = 1'-0"

Section @ StairsA3

Finish Schedule Notes:

CONC: ConcreteCP: CarpetCT: Ceramic TileGWB: Gypsum Wall BoardEX: Existing Finish to RemainPT: PaintST: StainWD: Wood Flooring

SO

IL G

RO

UP UNIFIED SOILCLASSIFSYSTEMSYMBOL

SOIL DESCRIPTIONDRAINAGECHARACTERISTICS(a)

FROSTHEAVEPOTENTIAL

VOLUMECHANGEPOTENTIALEXPANSION(b)

Group I

GWGPSWSPGMSMGCSCML

CL

CHMH

OLOHPT

Peat and other highly organic soils.Poorly graded gravels or gravel sand mixtures, little or no fines.Well-graded sands, gravelly sands, little or no fines.Poorly-graded sands or gravelly sands, little or no fines.Silty gravels, gravel-sand-silt mixtures.Silty sand, sand-silt mixtures.Clayey gravels, gravel-sand-clay mixtures.Clayey sands, sand-clay mixture.Inorganic silts and very fine sands, rock flour, silty or clayeyfine sands or clayey silts with slight plasticity.Inorganic clays of low to medium plasticity, gravelly clays,sandy clays, lean clays.Inorganic clays of high plasticity, fat clays.Inorganic silts, micaceous or diatomaceous fine sandy or siltysoils, elastic silts.Organic silts and organic silty clays of low plasticity.Organic clays of medium to high plasticity, organic silts.Peat and other highly organic soils.

GoodGoodGoodGoodGoodGoodMediumMediumMedium

Medium

PoorPoor

PoorUnsatisfactoryUnsatisfactory

LowLowLowLowMediumMediumMediumMediumHigh

Medium

MediumHigh

MediumMediumMedium

LowLowLowLowLowLowLowLowLow

Mediumto LowHighHigh

MediumHighHigh

Group II

Group III

Group IV

(a) The percolation rate for good drainage is over 4 inches per hour; medium drainage is 2 inches to 4 inches per hour, poor isless than 2 inches per hour.(b) Soils with a low potential expansion typically have a plasticity index (Pl) of 0 to 15, soils with a medium potential expansion havea Pl of 10 to 35 and soils with a high potential expansion have a Pl greater than 20.

PARTIAL TABLE R405.1 - PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM

Ice shieldunderlayment

required

GROUNDSNOWLOAD

48"

SUBJECT TO DAMAGE FROM

Frost linedepth

CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR THE TOWN OF SCOTIA

SEISMICDESIGN

CATEGORY

WIND

90

SPEED(mph)

50 C

Weathering

SEVERE

Decay

NONESLIGHT

Termite

SLIGHTMODERATE

WinterDesignTemp.

-5° F YES

Floodhazards

NONE

DESIGN CRITERIA:Live Load

Loads, psf DeflectiveLocation Live Dead Limit1st Floor 40 10 L/3602nd Floor (sleeping) 30 10 L/3602nd Floor (non-sleeping) 40 10 L/360Attic (no storage) 10 5 L/240Attic (light storage) 20 10 L/240Roof (with finished ceiling)* 70 10 L/240Roof (no finished ceiling)* 70 10 L/180Decks 40 10 L/360

*Flat roof for 50 psf ground snow load (reduction factors per ASCE 7 applyfor sloped roofs.)Assumed Safe Soil Bearing...2000 psf at min. 42 inches below finished grade*Value may be increased if site-specific soil classification or load bearingtest data is available.

CONNECTIONS:

1.

2.

3.

4.

5.

6.

7.

Nailing:a. Minimum nailing requirements for standard connections unless specifically shown or noted

otherwise.

ITEM No. or c/o Size of Nails Box or CommonJoint Toe nail to plates, sill or girder 3 8d To parallel alternate joints 3 16d At laps overbearing, face nail 3 16dStuds End nail to plates 2 16d Or toe nail to each side 4 8dTop Plates Spike together 16" o/c 16d Laps & intersections, face nail 2 16dBlocking To plate 2 16d or toe nail 4 8d Toe joist each side 2 16d or toe nail 4 8dBridging Toe nail to joists, each end 2 8dStuds Corner, angle or multiple 24" o/c 16d2" x laminated beams or lintels spike together 16" o/c 16dDouble joists or headers Spike together, along each edge 16"o/c 16dPlywood sheathing and sub-floor Nailing at edges of each sheet 3/8" thick 6" o/c 10d ½" & 5/8" thick 6"o/c 8d At interior of each sheet space nails 10" o/c for 3/8" and ½" thick plywood.

Sheathing shall be nailed as follows, except where shown otherwise:a. Roof sheathing: 8dcommon at 6" o/c at all supported edges and at 12" o/c at interior supports.b. Floor sheathing: 8d common at 6" o/c at all supported edges and at 10" o/c at interior

supports.c. Nail wood sheathing direct to framing: 10d common at 6" o/c all panel edges and at 10"

o/c at all interior studs.All manufactured connection hardware designated on Drawings shall be nailed in strict conformance tomanufacturer's instructions.All steel connections assemblies detailed on Drawings shall be fabricated from ASTM A36 steel in conformanceto manufacturer's instructions.Install lag screws in drilled lead holes with a diameter equal to ¾ of the shank diameter (lag screws shall notbe hammered in). Wax or soap lag screws. Provide washers under heads bearing on wood. Holes shall beproperly aligned.Bolt holes shall be drilled 1/16" larger than bolt diameter. Provide washers under all bolt heads and nutsbearing on wood. Holes shall be properly aligned.In no case shall misalignment be allowed which prevents proper bearing or alignment of members. Oversizeholes shall not be allowed. Bolts shall be ASTM A307 bolts. Nuts shall be tightened snug.

STRUCTURAL MATERIAL SPECIFICATIONS:Structural Steel.....................ASTM A-36, Fy = 36 ksiReinforcing Steel..................ASTM A-615, Fy = 40 ksiWire Mesh...............................ASTM A-185, 6 x 6-10/10 WWM ReinforcingLumber......................................No. 2 SPF = 950 psi (min. repetitive member use)

E = 1.2 x 106 psiWood Structure Panels.....DOC PSI, DOC PS2

Roof (min.)...24/16 Floor (min.); or equalMicrolams & Ganglams.......Fb = 2600 psi, *E = 1.9 x 106 psi, *Multiplication factors apply per mfr.SpecsMasonry......................................ASTM C90, Grade N-1, Fm = 1350 psiMortar........................................ASTM C270, Type SGrout..........................................Fc = 2000 psi, ASTM C476Concrete...................................ACI 318 Fc = 3000 psi locations not exposed to the weather

Fc = 3000 psi locations exposed to the weather (air-entrained)Bolts...........................................ASTM A307, Fy = 33 ksi

6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





As indicated


Schedules

A-701

1001LA

MP/LA

LA

-

3/16/2010

DOOR SCHEDULE

NO.SIZE DOOR FRAME

GlassFIRE

RATING REMARKSWIDTH HEIGHT DEPTH MAT FIN MAT FIN105 3' - 0" 6' - 8" 1 1/2" WD ST WD ST Y -106 2' - 6" 6' - 8" 1 1/2" WD ST WD ST -107 2' - 10" 6' - 8" 1 1/2" WD ST WD ST -206 2' - 6" 6' - 8" 1 1/2" WD ST WD ST -

FINISH SCHEDULE

NO. NAMEFLOOR BASE WALL CEILING

AREA REMARKSMATL FIN MATL FIN MATL FIN MATL FIN HEIGHTFirst Floor F.F.101 Dining EX EX EX EX EX EX EX EX 8' - 0" 180 SF102 Living EX EX EX EX EX EX EX EX 8' - 0" 305 SF103 Kitchen WD ST WD ST GWB PT GWB PT 8' - 0" 177 SF Provide MR GWB at Wet Walls (typ)104 Nook WD ST WD ST GWB PT GWB PT 8' - 0" 96 SF105 Mud CT - WD ST GWB PT GWB PT 8' - 0" 82 SF106 Toilet CT - WD ST GWB PT GWB PT 8' - 0" 31 SF Provide MR GWB at Wet Walls (typ)107 Stair WD ST WD ST GWB PT GWB PT 8' - 0" 22 SF203B Porch EX EX EX EX EX EX EX EX 8' - 0" 125 SFSecond Floor201 Bedroom #1 EX EX EX EX EX EX EX EX 8' - 0" 155 SF201A Closet EX EX EX EX EX EX EX EX 8' - 0" 19 SF202 Bedroom #2 EX EX EX EX EX EX EX EX 8' - 0" 152 SF202A Closet EX EX EX EX EX EX EX EX 8' - 0" 13 SF203 Hall EX EX EX EX EX EX EX EX 8' - 0" 89 SF203A Linen EX EX EX EX EX EX EX EX 8' - 0" 7 SF204 Bath EX EX EX EX EX EX EX EX 8' - 0" 51 SF205 Bedroom #3 EX EX EX EX EX EX EX EX 8' - 0" 86 SF205A Closet WD ST WD ST GWB PT GWB PT 8' - 0" 11 SF206 Bonus WD ST WD ST GWB PT GWB PT 8' - 0" 273 SF

WINDOW SCHEDULE

Type Mark

Size Rough Opening

Manufacturer Model Material Finish

Glazing

Light Vent Egress Comments CountWidth Height Width Height

Thicknes

s TypeW1 2' - 7 5/8" 3' - 8 7/8" 2' - 8 1/8" 3' - 8 7/8" Andersen Windows TW2636 WD PT 1" LOW-E 6.23 SF 3.53 SF No 7W2 2' - 7 5/8" 3' - 0 7/8" 2' - 8 1/8" 3' - 0 7/8" Andersen Windows TW26210 WD PT 1" LOW-E 4.84 SF 2.78 SF No 2W3 3' - 0" 1' - 0" 3' - 0 1/2" 1' - 0" * * WD PT 1" * 3.00 SF 0.00 SF No * Fixed Stained Glass Window to be provided by Owner and Installed by Contractor. 1W4 2' - 9 5/8" 4' - 4 7/8" 2' - 10 1/8" 4' - 4 7/8" Andersen Windows TW2842 WD PT 1" LOW-E 8.23 SF 4.61 SF No 10W5 2' - 11 15/16" 2' - 0 1/8" 3' - 0 1/2" 2' - 0 5/8" Andersen Windows A31 WD PT 1" LOW-E 4.30 SF 1.40 SF No 2W6 3' - 1 5/8" 4' - 8 7/8" 3' - 1 7/8" 4' - 8 7/8" Andersen Windows TW3046 WD PT 1" LOW-E 10.31 SF 5.73 SF Yes 1

LIGHT AND VENTILATION REQUIREMENTS

Number Name AreaRequired

LightActualLight

RequiredVentilation

ActualVentilation Comments

103 Kitchen 177 SF 14.1 SF *44.78 SF 7.1 SF *35.89 SF * Actual Light & Ventilation Combined with Nook104 Nook 96 SF 7.7 SF *44.78 SF 3.9 SF *35.89 SF * Actual Light & Ventilation Combined with Kitchen206 Bonus 273 SF 21.8 SF 55.95 SF 10.9 SF 34.45 SF

6

D

C

B

A

3

54321

654321

REVISIONS:

Architects, P.C.

Designed By:

CHARETTE ASSOCIATES


PROJECT

DESIGNED

DRAWN

DRAWING TITLE

SEAL

CHECKED

APPROVED

DATE

PROJECT NO.

SCALE

DRAWING NO.





6" = 1'-0"


Material Specifications

A-801

1001LA

MP/LA

LA

-

7/21/2010