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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

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Text of LOT 13 LOT 12 - Charette Associates · t o r y Project, or their consultants ... 1 1A 8"x16"...

  • AREA7,000sq. ft.

    CATHERINE STREET

    S5226'14"E50.00'

    S3733'46"W

    140.00'

    S5226'14"E 50.00'

    S3733'46"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 AGREEMENTBk.796, Pg. 29.

    ENTRANCELANDING

    @ 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

    D

    C

    B

    A

    3

    54321

    654321

    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

    D

    C

    B

    A

    3

    54321

    654321

    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

    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 [email protected] 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

    Hard-wired SmokeDetectors (typ)

    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

    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

    1/4" = 1'-0"

    Frisoni Residence Addition

    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

    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.

  • 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

    [email protected]

    16" O

    C

    2x8 Hip Rafter

    2x8

    Hip

    Raft

    er

    2x10

    Rid

    ge B

    oar

    d

    Roof OverhangAbove

    Hard-wired SmokeDetectors (typ)

    Hard-wired SmokeDetectors (typ)

    6

    D

    C

    B

    A

    3

    54321

    654321

    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

    1/4" = 1'-0"

    Frisoni Residence Addition

    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

    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.

  • 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)

    30 Year FGShingles (typ)

    30 Year FGShingles (typ)

    Face of Building Below

    Face of Building Below

    Face of Building Below

    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

    D

    C

    B

    A

    3

    54321

    654321

    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

    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

    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

    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"

    Bottom of Beam7' - 0 3/4"

    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

    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

    1/2" = 1'-0"

    Frisoni Residence Addition

    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

    30 Year F.G..Architectural Shingle

    Conc. Foundation Wallon Strip Footing

    Ridge Vent (typ)

    Soffit Vent (typ)

    Wall Flashing (typ)

    Wood Siding toMatch Existing

    Grade

    First Floor F.F.0"

    Second Floor8' - 8 1/2"

    Roof15' - 11 1/2"

    Basement-7' - 11 3/4"

    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

    4' -

    0"

    Bottom of Beam7' - 0 3/4"

    6

    D

    C

    B

    A

    3

    54321

    654321

    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

    3/16" = 1'-0"

    Frisoni Residence Addition

    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"

    Second Floor8' - 8 1/2"

    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

    R-19 Batt Insulation

    Bonus

    206

    Kitchen

    103

    Nook

    104

    Dining

    101

    Bath

    204

    Closet

    201A

    Bedroom #1

    201

    4"

    R-11 Batt Insulation

    First Floor F.F.0"

    Second Floor8' - 8 1/2"

    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 [email protected] 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 [email protected] 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

    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

    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 " & 5/8" thick 6"o/c 8d At interior of each sheet space nails 10" o/c for 3/8" and " 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 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

    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

    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

    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

    6" = 1'-0"

    Frisoni Residence Addition

    Material Specifications

    A-801

    1001LA

    MP/LA

    LA

    -

    7/21/2010