croton dam road

Cro

ton D

am

R

oad

GRA

VEL

WAL

KWAY

12'-3

"

88'-9"

45'-3

"24'-8

"

89'

11'-3

"

27'-7

"

X

X

X

X

X

X

X

X

X

X

X

X

X

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420

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410

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390

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380

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360

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380

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390

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400

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410

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420

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Asphalt

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Drive

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Masonry

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Stone

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Ret. Wall

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Concrete

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Well House

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Frame Garage

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17.7'

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Frame

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Garage

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Stone

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Cover

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Well House

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Concrete

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Hedge

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WV

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HYD

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Row of White Pine

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Patio

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2 Story

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Brick House

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Open

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Porch

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O.P.

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C.E.

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Slate Walk

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N67°51'20"W

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527.55'

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S27°36'30"W

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5.66'

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N21°15'40"E

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173.74'

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S68°44'18"E

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547.00'

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S28°43'40"W

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49.75'

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S27°28'10"W

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62.65'

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S26°15'40"W

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64.84'

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Conc.

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Pavers

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Asphalt Drive

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Anchor

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Pole

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Stone Curb

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Road

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Stone

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Wall

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Face

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Now or Formerly Umberto Picucci

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Parcel I FM # 18618

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Now or Formerly Andrew E. Hazen

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Parcel 2 Filed Map # 18653

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Now or Formerly Mario Conte

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Lot A Filed Map # 26165

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12.9'

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Floor=417.6'

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Set on P/L

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400

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370

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4"PVC

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C.O.

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(Typ.)

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MSRW

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HVAC

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Units

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Propane

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Tank Cover

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4"PVC

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C.O.

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Garden

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Hedge

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//

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//

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//

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Picket

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Fence

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Patio

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Building

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Stone

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Walk

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Stone

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Steps

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Denotes Marker

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Set on P/L

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Denotes Marker

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4"PVC

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Inv-407.0

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4"PVC

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Inv-407.3

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Light

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Pole

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422.3

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424.4

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424.4

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424.3

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423.2

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422.3

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417.1

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423.4

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425.2

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424.6

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423.9

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424.4

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Sill

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Sill

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425.9

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Sill

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(Typ.)

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20"Maple

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36"Maple

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36"Maple

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12"Maple

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12"Maple

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Maple

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24"Japanese

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10"Maple

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4"Spruce

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6"Spruce

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6"Spruce

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10"Maple

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22"Maple

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16"Maple

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48"Maple

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12"Hickory

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40"Maple

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16"Maple

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20"Triple

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Maple

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10"Maple

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14"Maple

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16"Maple

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12"Hickory

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10"Crab Apple

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30"Maple

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26"Maple

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18"Maple

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Clump

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30"Maple

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18"Maple

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Clump

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36"Maple

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414.9

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420

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420

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410

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410

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415.2

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410.3

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C.O.

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420

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8"Pine

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8"Pine

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2"Tree

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2"Tree

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3"Cherry

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4"Dogwood

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4"Dogwood

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Maple

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4"Japanese

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Concrete

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Pad

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Concrete

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Pad

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Gravel Walk

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Concrete

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Pad

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Hedge

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Hedge

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Masonry Stone

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Retaining Wall

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Row of Arborvitae

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Row of Arborvitae

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14"Maple

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Frame Garage

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2-CAR GARAGE

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285 SF

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STORAGE

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770 SF

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494 SF

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PROPOSED

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Existing

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PROPOSED

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ADDITION

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BREEZEWAY

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PROPOSED

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115 SF

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PROPOSED

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RECREATION SPACE

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1550 SF

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ABOVE

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422.3

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W

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S

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W

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S

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W

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S

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422.3

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Frame

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Bar-Shed

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290 SF

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Patio

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Block Wall

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Proposed

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Proposed

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Proposed

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Exist. Water

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Connect to

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and Sewage

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Patio

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Proposed

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Conc. Pad

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Proposed

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Remove Damaged

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Trees

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W

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S

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W

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S

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W

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S

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W

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S

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APPROXIMATE

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LOCATION OF

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SEPTIC TANK

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W

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S

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W

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S

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W

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S

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W

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S

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W

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S

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W

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S

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APPROXIMATE

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LOCATION OF

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SEPTIC FIELD

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EXISTING

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ELECTRICAL

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LINE

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EXISTING

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PROPANE

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LINE

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EXISTING

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UTILITY

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LINES

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EXISTING

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ELECTRICAL

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LINE

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(2) CULTECH

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Proposed

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150 XLHD

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(4) CULTECH

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Proposed

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280 HD

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6" HDPE TO

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Proposed

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ALL CULTECHS

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EXISTING

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UTILITY

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LINES

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EXISTING

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ELECTRICAL

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POLE

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SILT FENCE

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Proposed

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SILT FENCE

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Proposed

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STOCK

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PILE

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STOCK

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PILE

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TRENCH DRAINS

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PROPOSED

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TDS3000

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SKU:T3K-DG3043D

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TAX REQUIREMENTS

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ZONING TABULATION

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SECTION: 89.08 BLOCK: 1 LOT: 79

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ZONING DISTRICT:

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RESIDENCE ZONE STANDARDS

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LOT AREA: (SQUARE FOOT)

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REQUIRED

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R-15

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14'

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LOT WIDTH:

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EXISTING

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SIDE YARD 1:

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15,000.00 S.F.

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90'

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FRONT YARD:

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LOT DEPTH:

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30'

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(EXISTING LOT)

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527.55'

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173.74'

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SIDE YARD (BOTH):

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30'

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REAR YARD:

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32'

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BUILDING COVERAGE:

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120'

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25%%% OF 95,200 = 23,800 S.F.

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3246 S.F. / 3.4%%%

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PROPOSED

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4706 S.F. / 4.9%%%

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*

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VARIANCES REQUIRED

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BUILDING HEIGHT:

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2.5 STORIES/35 FEET

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2.0 STORIES

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129.5'

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107.9'

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45.3'

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355.4'

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%%P95,200 S.F. / 2.19 ACRES

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ACCESSORY BLDG HEIGHT:

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15'

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ACCESSORY BLDG SIDE YARD:

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10'

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ACCESSORY BLDG REAR YARD:

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10'

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N/A

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12.9'

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103.4'

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BUILDING TYPE:

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5-B

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RESIDENTIAL TYPE:

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ONE-FAMILY

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TOWN OF OSSINING

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%%P7,500 S.F.

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527.55'

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173.74'

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16'-11" AVG. HEIGHT

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88'-9"

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57'-6"

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12'-3"

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355.4'

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BAR-SHED:

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10'-7" AVG. HEIGHT

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BAR-SHED:

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24'-8"

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BAR-SHED:

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89'-0"

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IMPERVIOUS COVERAGE:

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11,260 SF / 22%%% OF LOT AREA

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11,426 SF / 12%%%

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12,806 / 13.4%%%

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*

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NOTES!

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ALL TREES ARE TO BE REGULATED BY CHAPTER 183 : TREE PROTECTION, OF THE TOWN OF OSSINING CODE.

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ALL INDICATED TREES REMOVED DUE TO STORM DAMAGE.

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description

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rev. no.

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date

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by

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drawing title:

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project:

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SY-101

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project no.

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drawn by:

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scale:

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date:

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drawing no.

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as noted

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19-033

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mi/eag

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12/22/20

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proposed plot plan

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317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204

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gemmola & associates

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architects/planners

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The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.

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Do not scale drawings.

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Existing conditions (if applicable) should be verified in the field.

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The information shown of this drawing is purported to be accurate but not guaranteed.

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The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.

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%%USPECIAL NOTES

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These plans are not valid for a building permit unless originally signed and sealed by the Architect

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and are for the construction of that building only whose name appears on the plans.

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2019 Gemmola & Associates, Architects/Planners, All Rights Reserved

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C

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These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.

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proposed residence for:

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%%Umark seiden

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SCALE: 1" = 20'-0"

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%%UPROPOSED PLOT PLAN

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49 croton dam road, ossining, ny 10562

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general revisions

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1

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11/18/20

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MI

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general revisions

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2

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12/01/20

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MI

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general revisions

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3

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12/03/20

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MI

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PROPOSED GARAGE & WALKWAY: (A) 1665 SF PROPOSED BAR: (A1) 290 SF 90% RAINFALL EVENT: (P) 1.4 INCH IMPERVIOUS: (I) 100% Rv = 0.005 X 0.009 I Rv = 0.005 X 0.009 X 100 = .95 WQv = P X Rv X A WQv = (1.4 / 12) X 0.95 X 1665 SF = 184.53 ~ 185 CU FT PROVIDE (4) CULTEC RECHARGER 280 HD. PROVIDES 194.5 CU FT OF STORAGE. 194.5 CU FT > 185 CU FT WQv = P X Rv X A1 WQv = (1.4 / 12) X 0.95 X 290 SF = 32.14 ~ 33 CU FT PROVIDE (2) CULTEC RECHARGER 150 XLHD. PROVIDES 58.3 CU FT OF STORAGE. 58.3 CU FT > 33 CU FT *SEE CULTECH SPECIFICATION ON ANNEX.

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STORM WATER CALCULATION:

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general revisions

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4

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12/22/20

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MI

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.

WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION

4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED

OR COVERED.

STRAWBALES OR SILTFENCE

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

INSTALLATION NOTES

WITH VEGETATION OR COVERSTABILIZE ENTIRE PILE

MIN. SLOPE MIN. SLOPE

SLOPE OR LESS1

2

· ···· · ·

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SILT FENCE DETAIL

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CONSTRUCTION NOTES FOR FABRICATED SILT FENCE

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2. FILTER CLOTH TO BE FASTENED SECURELY TO

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2" x 2" HARDWOOD POSTS AT TOP MID AND

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SECTIONS

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3. WHEN TWO SECTIONS OF FILTER CLOTH

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ADJOIN EACH OTHER THEY SHALL BE OVER-

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LAPPED BY SIX INCHES AND FOLDED.

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4. MAINTENCE SHALL BE PERFORMED AS NEEDED

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POSTS: 2" x 2" HARDWOOD

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FILTER CLOTH: FILTER X,

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MIRAFI 100X, STABI-

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LINKA T140N OR APPROVED

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EQUAL

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N.T.S.

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10' MAX. C. TO C.

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SECTION

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MIN. 6" INTO GROUND

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EMBED FILTER CLOTH

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FILTER CLOTH OVER

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16" MIN

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UNDISTURBED GROUND

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20" MIN.

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36" MIN. FENCE POST

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FLOW

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FLOW

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24" MIN.

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HEIGT OF FILTER

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PERSPECTIVE VIEW

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6" MIN.

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16" INTO GROUND

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36" MIN. FENCE POSTS, DRIVEN MIN

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STOCKPILE DETAIL

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N.T.S.

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TREE PROTECTION

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%%uTREE TRUNK PROTECTION

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N.T.S.

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TREE TRUMK

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TIED AROUND

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2x__ BOARDS

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BOARD FENCE

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CORD FENCE

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SNOW FENCE

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DRIP LINE

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%%uSEQUENCE OF CONSTRUCTION

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ALL PERMITS SHALL BE OBTAINED THROUGH THE BUILDING DEPARTEMENT PROIOR TO

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COMENCENENT OF WORK.

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ALL WATER, GAS AND ELECTRICAL SERVICES SHALL BE TURNED OFF PRIOR TO

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COMENCENENT OF WORK.

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ALL TRAFFIC DETOURING SHALL BE COORDINATED WITH POLICE DEPARTMENT AND

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HIGHWAY DEPARTMENT.

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ONCE TRAFFIC DETOURING IS IN PLACE THE SIDE WALK SHALL BE REMOVED AND MINOR

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EXCACVATION INTO THE SITE SHALL BE DONE FOR PLACEMENT OF DEMOLITION CONTAINERS

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SO THAT DEMOLITION OF EXISTING RESIDENCE AND SITE CLEARING CAN BEGIN.

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ONCE SIDEWALK IS REMOVED AND DEMOLITION CONTAINERS ARE IN PLACE

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BARICADES SHALL BE PLACED BETWEEN DEMOLITION CONTAINERS AND ROAD.

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STEPS 4 AN 5 SHALL TAKE APROXIMATELY (1) OND DAY.

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ONCE CLEARING AND HOUSE DEMOLITION IS COMPLETE ROAD DETOURING BARICADES SHALL BE

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PUT IN PLACE AGAIN FOR (2) DAYS WHILE EXCACATORS AND 20 YARD DUMP TRUCKS ARE

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EXCAVATING INTO SITE AND REMOVING EARTH MATERIAL.

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AFTER 2 DAYS ENOUGH MATERIAL SHALL HAVE BEEN REMOVED SO THAT ALL REQUIRED

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EQUIPTMENT TO CONTINUE CONSTRUCTION SHALL BE PLACED WITHIN THE SITE AN NO FURTHER

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TRAFFIC ROUTING SHALL BE REQUIRED.

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1.

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2.

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3.

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4.

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5.

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6.

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7.

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8.

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TREFFIC LANE SHIFTS CAN BE REMOVED AND NORMAL TRAFFIC FLOW CAN THEN BE CONTINUE

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1. THIS ENGINEER IS RESPONSIBLE FOR FINAL CONSTRUCTION DETAILS ONLY.

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2. THIS ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SUPERVISION.

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7. ALL EXCAVATED AND DISTURBED AREAS SHALL BE PROTECTED TO AVOID PERSONAL INJURY. THESE

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PROTECTIVE DEVICES SHALL CONFORM TO OSHA STANDARDS.

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8. CONSTRUCTION, OTHER THAN SPECIFICALLY SHOWN ON THESE APPROVED PLANS, SHALL NOT BE

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CONDUCTED WITHIN DESIGNATED WETLAND AREAS OR WATERCOURSES WITHOUT PRIOR APPROVAL

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OF THE CONSERVATION COMMISSION & ALL OTHER AGENCIES HAVING JURISDICTION THEREOF.

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9. WHEREVER FEASIBLE, ALL EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WITH SILT

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FENCING. ALL TREES TO REMAIN SHALL BE PROTECTED WITH SILT FENCE PLACED AROUND THE

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DRIP LINE PRIOR TO BEGINING CONSTRUCTION IN ITS APPROXIMITY.

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10. CONSTRUCTION EQUIPMENT SHALL NOT CROSS LIVE STREAMS EXCEPT BY MEANS OF A BRIDGE,

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11. SITE CONSTRUCTION ACTIVITIES SHALL START WHENEVER POSSIBLE AT THE NEAREST POINT UPSLOPE

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OF SILT TRAPS AND PROCEED TO ACTIVITIES FURTHER UPSLOPE.

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12. SILT TRAPS SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT HAS REDUCED THE

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CAPACITY OF THE TRAP BY APPROXIMATELY 50 PERCENT; SEDIMENT REMOVED FROM THE TRAP

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SHALL BE PROPERLY DISPOSED OF TO PREVENT ITS RE-ENTRANCE TO THE DRAINAGE SWALE AND

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TRAP. SMALL QUANITIES OF SEDIMENT SHOULD BE PLACED BEHIND PROTECTIVE BERMS. LARGER

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QUANITIES OF SEDIMENT SHOULD BE STOCKPILED A SUITABLE DISTANCE AWAY FROM DRAINAGE

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COURSE AND CONTAINED BY PROTECTIVE BERMS AND VEGETATED.

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3. CONTRACTOR SHALL COMPLY WITH CODE 53 AND NOTIFY ALL UTILITY COMPANIES TO LOCATE

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UNDERGROUND UTILITIES THREE DAYS PRIOR TO STATING ANY WORK.

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4. CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE MUNICIPALITY

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5. CONTRACTOR SHALL SUPPLY CERTIFICATE OF INSURANCE AND WORKMANS COMPENSATION PRIOR

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6. CONTRACTOR SHALL VERIFY SITE/JOB CONDITIONS BEFORE STARTING WORK. ANY DESCREPANCIES

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SHOWN ON THIS PLAN SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THIS ENGINEER.

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CULVERT OR OTHER APPROVED MEANS.

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HAVING JURISDICTION THEREOF.

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TO STARTING ANY WORK.

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GENERAL NOTES:

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description

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rev. no.

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by

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SY-102

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as noted

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19-033

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mi/eag

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site details

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architects/planners

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EXISTING 1-FAMILYRESIDENTIAL

GARDENEXISTING

30" DR

.

40" D

R.

40" DR

.

7'-6" X 9'GARAGE DOOR


FLAGSTONE WALKWAY@ ENTRANCES

LANDSCAPINGIN SPACE BETWEEN PATIO

AND GARAGE ADDITION

30"X 60"WINDOW

48"

GL.

DR

.

RELOCATEDWINDOW

NEWROOF LINE

EDGE OF PATIO

NEWROOF LINE

48"

GL.

DR

.

RIDGE LINE(ABOVE)

48"

GL.

DR

.48

"G

L. D

R.

DEMO ROOF LINE(EXISTING)

4'-2" 22'-10"10'-1112" 5'-81

2"

40'-834"

4'-414"

10'-814"

7'-234"

3'-512"

9'-814"

5'-234"

5'-6"10'-0"4'-1112"

4'

12'-10"

GRAVELWALKWAY

12" O.H.

12" O.H.

6'

VAULTED CEILING

DEMO EXISTING CUPOLA



30" DR.

UP14 R

6'-014"

9'-4"30" DR.

47'-1014"

30" DR. 30" DR.30"X 60"WINDOW

30" DR. 30" DR.

4'-2"

8" STEP UP

40"

PK

T.D

R.

8" S

TEP

UP

40" DR

.

PROPOSED 2-CARGARAGE ADDITIONSF: 425 SFEL: 422.3'CH: 8'-8"

PROPOSED STORAGESF: 218 SFEL: 422.9'8'-0"

EXISTING2-CAR GARAGESF: 494 SFEL: 422.3'

PROPOSED HALLSF: 268 SFEL: 422.9'CH: 8'-0"

UP

3R

8" S

TEP

DN

8" S

TEP

UP

8" S

TEP

DN

SF:

74

SF

EL:

422

.9'

EL: 424.4'

6'-0

" X 7

'-0"

BO

XE

D A

RC

H

8" S

TEP

UP

4"x14" HSS STEEL TUBE

ANCHORED TO 36"x36"x24"

PIT

CH

1 8" P

ER

FO

OT

NEW CONCRETEHAUNCH SLAB

6" CMU BLOCK WALL(EXISTING)

SHED ROOFW/ CATHEDRALCEILING

6"x6"x14" HSS STEEL TUBE

ANCHORED TO 36"x36"x24"6"x6"x1

4" HSS STEEL TUBEANCHORED TO 36"x36"x24"

30"X 60"WINDOW

30"X

60"

WIN

DO

W30

"X 6

0"W

IND

OW

30"X

60"

WIN

DO

W

B-BA-302

A-AA-301

C-CA-302

PIT

CH

1 8" P

ER

FO

OT

OUTDOOR DECORATIVELIGHTING. MAX. 3000K


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THE OUTDOOR LIGHTS SHALL BE ON MOTION SENSORS FROM DUSK TILL DAWN AND SHALL NOT BE ON UNLESS MOTION ACTIVATED

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NOTES!

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ALL OUTDOOR LIGHTING SHALL BE DIRECTED AND/OR SHIELDED SO AS TO PRECLUDE OBJECTIONABLE GLARE FROM BEING OBSERVABLE FROM ADJOINING STREETS AND PROPERTIES

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THE OUTDOOR LIGHTS SHALL BE LED AND SHALL NOT BE INCANDESCENT OR HALOGEN

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THE COLOR TEMPERATURE OF THE OUTDOOR LIGHTING SHALL BE LESS THAN OR EQUAL TO 3000 DEGREES KELVIN

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description

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proposed garage plan

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%%UPROPOSED GARAGE LEVEL PLAN

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revisions made as per meeting with owner

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BUILDINGEXISTING

GARDENBELOW

EXISTING

NEWROOF LINE

NEWROOF LINE

NEW ROOF LINE(BELOW)

NEW ROOF LINE

12'-812" 19'-2" 11'-11

4"

35'-214"

NEWROOF LINE

DN14 R

K-3422WELLWORTHTOILETSVITREOUS CHINA

12'-1"7'-11"

CL.

CL.

30"X

60"

WIN

DO

W

9'-514"

5'-714"

5'-714"

9'-514"

STAIRS BELOW

STORAGESTORAGE

STORAGE

CATHEDRAL CEILINGMAX HEIGHT: 15'6"

22'-212"

8'-8"4'-1012"8'-8"

25'-712"

8'-034"4'-101

2"12'-812"

30'-1"

10'-734"

DISTANCE FROM EXISTINGRESIDENCE

47'-1014"

47'-1014"

PROPOSEDRECREATION ROOMSF: 1457 SFEL: 422.3'

GRAVELWALKWAY



30"X 60"WINDOW

30"X 60"WINDOW

30"X 60"WINDOW

30"X 60"WINDOW

30"X 60"WINDOW

30"X

60"

WIN

DO

W30

"X 6

0"W

IND

OW

B-BA-302

KNEE WALL, HEIGHT 40"

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VALLEY

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VALLEY

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VALLEY

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RIDGE

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RIDGE

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%%UPROPOSED RECREATION LEVEL PLAN

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SPA62"x41"x75"

POWDER RM.

42"X

42"

WIN

DO

W

HOT-TUB84"x84"x38"

76"X 48"SL.GL.

WINDOW

BAR3'x6'-2"x3'

SH

ELV

ES

12"x

6'-2

"

18"x52"BAR SHELF

HVACEXISTING MSRW

EXISTING

36" MAPLECLUMP

LAMP POSTSEXISTING

LOC

KE

R

36"X20"X60" SILLAWNINGWINDOW

30"X

72"

WIN

DO

W30

"X 7

2"W

IND

OW

12" ROOFOVERHANG

60"X

84"

DB

L-FR

EN

CH

DO

OR

32'

20'

8'-6"

7'-10"

14'-6"

4'

3' 6'-6"

40" WALL BETWEENBAR EXTERIOR

WALL AND HOT TUB

4'-4"

4'

3'-10"

BLUE STONE PATIO

BAR AND SHELVESTO HAVE A 1"

OVERHANG ON ALLSIDES

WINDOW ANDDOORS ARE

CENTERED WITHEACH OTHER

12'

8'

5'-10"

PERGOLA 12'

PERGOLA12'

12'-6"

6"

4" POWDER ROOMDRAINAGE LINE

WATERLINE & SHOWERATTACHED TO P.T. POST

4'-4"

PERGOLA ABOVEPATIO

LINE OF PERGOLAABOVE

CA

THE

DR

AL

CE

ILIN

GR

IDG

E

RESIDENCEEXISTING

PATIOEXISTING

2A203

1A203

3A203

4A203

LINE OF DORMER

A-AA303

C-CA303

B-BA303

NEW BLUE STONE PATIO

LINE OF EXISTINGPATIO

24'-812"

24'-812"

17'-4 116"

18'-91316"

8" 6"6 716"

6"8"6"

ASDF

14'-6"

20'-0 116"

32'

14'

2'-6"

2'-6"

8"

8"

12'

ASDF

2'-6"

2'-6"


POWDER RM.

RID

GE

..

2x12

RO

OF

RA

FTE

RS

@16

" O.C

.

.

2x12

RO

OF

RA

FTE

RS

@16

" O.C

.

.

(2)-

2X10

(2)-

2X8

(2)-

2X8

(2)-2X8

(2)-

2X8

(2)-2X10

(2)-

2X12

..

P.T

. 2x6

JO

ISTS

TOE

NA

ILE

D T

OB

EA

M

P.T

. (2)

-2X

12B

EA

M

(2)-2X10

(2)-2X10

(2)-2X10


SPA62"x41"x75"

POWDER RM.

LOC

KE

R

3

3

GFI

100 CFMVENT

GFI

3

3

/ LIGHTCEILING FAN



98.9944

ROOF SLOPE

PROPOSED6:12

98.9944

ROOF SLOPE

PROPOSED6:12

OVERSIZED DRAIN w/ LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN

OVERSIZED LEADER OVERSIZED LEADER

LINE OF PERGOLA

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SLAB ON GRADE-HAUNCHED-HAUNCHED

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PAD FOOTING 30"x30"x12" CONCRETE PAD WITH (2)-#5 BARS IN BOTH DIRECTIONS. 8"x8" SQUARE CONCRETE PIER W/ POST-BASE CONNECTION TO P.T WOOD POST

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6" POURED CONCRETE SLAB WITH 66-W1.4XW1.4 WWF ON 6 MIL VAPOR BARRIER OVER 6" CRUSHED STONE/GRAVEL BED

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%%USHED SLAB CONSTRUCTION:

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W20 X H12 CONTINUOUS CONCRETE FOOTING w/ (2) #5 REBAR LAID FLAT, 42" BELOW FROST (TYPICAL). FOUNDATION WALL SHALL BE 8" CONCRETE. PERIMETER WALLS w/ POSTS INDICATED TO HAVE 30x30x12 EXPANDED FOOTING. 6X6 WOOD COLUMN TO CONNECT TO 30x30x20 PAD FOOTING.

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%%USHED FOUNDATION CONSTRUCTION:

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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE

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%%USHED FOOTING DRAIN CONSTRUCTION:

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L.

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WC

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EXPOSED 2X8 COLLAR TIES ATTACHED TO ROOF RAFTERS

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P.T. 6X6 WOOD POST W/ G.S. POST-BASE CONNECTOR

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2x6 EXTERIOR WALL STUDS @ 16" O.C.

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P.T. 2x6 EXTERIOR WALL STUDS @ 16" O.C.

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(2)-2X6 FRAMING @ WINDOWS AND DOORS (TYP.)

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P.T. 2x6 EXTERIOR KNEE WALL STUDS @ 16" O.C. w/ " CEMENT BOARD 58" CEMENT BOARD

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P.T. 6X6 WOOD POST W/ G.S. POST-BASE CONNECTOR

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CONCRETE HAUNCH SLAB BELOW

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LINE OF PERGOLA EXTENTS

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PROVIDE OUTDOOR LIGHTING WITH MAXIMUM 3000K OUTPUT. NO EXTERIOR LIGHTING SHALL BE PROVIDED AT REAR WALL FACING NEIGHBORING PROPERTY.

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%%UEXTERIOR LIGHTING:

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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE. LEADERS TO CONNECT TO UN-PERFORATED PVC ABOVE PERFORATED FOOTING DRAIN, PITCH @ 2% SLOPE AWAY FROM STRUCTURES

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%%USHED FOOTING DRAIN CONSTRUCTION:

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description

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mi/eag

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%%USPECIAL NOTES

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%%UPROPOSED BAR-SHED PLAN

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%%UPROPOSED BAR-SHED FOUNDATION PLAN

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%%UPROPOSED BAR-SHED STRUCTURAL PLAN

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%%UPROPOSED BAR-SHED ELECTRICAL PLAN

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T/O GARAGEFLOOR

B/O CEILING

8'-8

"

EXISTING BRICK TO BE USED TOBREEZEWAY EXTENSION

EXISTING WINDOW TO BE RE-USED INBREEZEWAY EXTENSION

T/O 2ND FLOOR

16'-1

1" A

VG

. HE

IGH

T

NEW30X60

NEW30X60

NEW30X60

NEW30X60

12

15

12

15

12

20

12

20

53°53°59°59°

1211

121° 127°

T/O WALKWAYFLOOR

GARAGE ADDITION TO MATCHEXISTING GARAGE FINISHES

PROPOSED REDVERTICAL CEDAR SIDING

PROPOSED GRAYASPHALT SHINGLES

PROPOSED DORMER

EXISTING GARAGEFOOTING

EXISTING/PROPOSEDGARAGE FOOTING


LINE OF EXISTINGBUILDING

LINE OF PROPOSEDGARAGE ADDITION(BEYOND)

PROPOSED 12" ROOFOVERHANG W/OVERSIZED LEADER

9'-9

"PROVIDE SOFFIT VENT

PROVIDE SOFFIT VENT

EXISTING7'-6" X 9'X0"

EXISTING7'-6" X 9'X0"

PROPOSED7'-6" X 9'X0"

PROPOSED7'-6" X 9'X0"

SKIRT ROOF PITCH @12:12

EXISTING GRADE

PROPOSED GABLE ROOF

PROPOSED SHED ROOF.PROVIDE FLASHING @TOP OF ROOF

PROVIDE EXTERIORLIGHTING

T/O FLOOR

B/O CEILING

8'-0

"

T/O 2ND FLOOR

16'-1

1" A

VG

. HE

IGH

T

NEW30X60

NEW30X60

NEW30X60

NEW30X60

NEW30X60NEW

2-2'-6"X7'-6"GL.DR.

12

20

12

20

12

20

12

2059

°59°

121°

59°59°

121°




PROPOSED 12" ROOFOVERHANG W/

OVERSIZED LEADER

PROPOSED DORMER

8"

9'-9

"

PROVIDE SOFFIT VENT

PROVIDE SOFFIT VENT




PROPOSEDHAUNCH SLAB

EXISTING GRADE


· ···· · ·

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%%UPROPOSED FRONT ELEVATION

1210

1210

NEW30X60

NEW30X60

NEW30X60


EXISTING/PROPOSED GARAGEFOOTING. STEP-DOWN ANDATTACH TO EXISTING HOUSEFOOTING

40°40°

LINE OF EXISTINGBUILDING

NEW30X60

NEW30X60

NEW30X60

T/O GARAGE FLOOR

B/O CEILING

8'-8

"

T/O 2ND FLOOR

16'-1

1" A

VG

. HE

IGH

T

T/O WALKWAYFLOOR

9'-9

"

121°


OVERSIZED LEADER

PROVIDE SOFFIT VENT




PROPOSED ROOF LINE(BEYOND)

PROPOSED GABLE ROOF

NEW3'-4"X 7'-6"

NEW2-4'-0"X 7'-0"

NEWCLEARSTORY

PROPOSED GABLE WITHVALLEY

PROPOSEDHAUNCH SLAB

PROPOSEDHAUNCH SLABPROPOSED

HAUNCH SLAB

EXISTING GRADE

12

12

12

12

45°45°

PROVIDE SOFFIT VENTPROVIDE FLASHING &OVERLAPPED SHINGLESAS REQUIRED



T/O GARAGE FLOOR

B/O CEILING

8'-8

"

T/O 2ND FLOOR

16'-1

1" A

VG

. HE

IGH

T

T/O WALKWAYFLOOR

9'-9"

121°

PROPOSED 12" ROOFOVERHANG W/OVERSIZED LEADER

PROVIDE SOFFIT VENT





PROPOSED GABLE ROOF

PROPOSED GABLE WITHVALLEY

PROPOSEDHAUNCH SLAB

EXISTING GRADE

12

12

12

12

45°

45°

1210

40°


OVERSIZED LEADER

PROVIDE SOFFIT VENT

PROPOSED SHED ROOF.PROVIDE FLASHING @ TOP

OF ROOF


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%%UPROPOSED LEFT ELEVATION

T/O FLOOR /GRADE

B/O EAVE

AVG. HEIGHTOF ROOF

8'

2'-7"

10'-7"

8'-11"

T/O PERGOLA

VERTICAL CEDARSIDING TO MATCHEXISTING

ASPHALT GABLE ROOFTO MATCH EXISTINGWOOD PERGOLATO BE PROVIDEDBY OTHEREXTERIOR PRIVACYWALL CLAD TBS BYOWNER

KNEE-WALLBETWEEN HOT-TUBAND SHED

P.T. 6x6 POST

RIDGE VENT

P.T. (2)-2x12 BEAM1'-6"

T/O SILL1'-6"

T/O SILL5'-01

2" 5'-012"6'-31

2" 3'-712"

1210

1210

VAULTED CEILINGFOR ENTRANCE

T/O FLOOR /GRADE

B/O EAVE

AVG. HEIGHTOF ROOF

8'

2'-7"

10'-7"

8'-11"

T/O PERGOLA

VERTICAL CEDARSIDING TO MATCH

EXISTING

ASPHALT GABLE ROOFTO MATCH EXISTING

WOOD PERGOLATO BE PROVIDED

BY OTHER

P.T. 6x6 POST

RIDGE VENT

P.T. (2)-2x12 BEAM8'-8" 11'-4"

126

126

T/O FLOOR /GRADE

B/O EAVE

AVG. HEIGHTOF ROOF

8'

2'-7"

10'-7"

VERTICAL CEDARSIDING TO MATCHEXISTING


RIDGE VENT

10'-1"4'-5"

5'T/O SILL

126

126

T/O FLOOR /GRADE

B/O EAVE

AVG. HEIGHTOF ROOF

8'

2'-7"

10'-7"

VERTICAL CEDARSIDING TO MATCH

EXISTING


RIDGE VENT

10' 4'-6"

3'-8"T/O SILL

WOOD PERGOLATO BE PROVIDED

BY OTHEREXTERIOR PRIVACYWALL CLAD TBS BY

OWNER

KNEE-WALLBETWEEN HOT-TUB

AND SHED

P.T. 6x6 POSTP.T. (2)-2x12 BEAM

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CL

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NEW 30"x72" WINDOW

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NEW 30"x72" WINDOW

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NEW 60"x84" FRENCH-DOOR

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NEW 42"x42" PICTURE WINDOW

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AWN3018

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%%UPROPOSED FRONT ELEVATION-1

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%%UPROPOSED REAR ELEVATION-2

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%%UPROPOSED RIGHT ELEVATION-4


GARDENEXISTINGGRAVEL

WALKWAY

EL: 424.4'

4"x14" HSS STEEL TUBE


BEAM POCKET

6x6 WOOD POST 6x6 WO

OD

PO

ST 6x6 WOOD POST

6x6 WOOD POST6x6 WOOD POST

6x6

WO

OD

PO

ST

6x6

WO

OD

PO

ST

BEAM POCKET

BEAM POCKET

9'-858" 10'-10" 20'-4 1

16" 2'-6" 4'-512"

12'-91516"

3'-1 516"

2'-6"

8'-2 316"

2'-6"

4'-134"

3'-8"

4 716"

2'-6"

4'-318"

8'-4"

1'-178"

8 516"

5 716"

2'-10" 812"

13'-7 916"

8'-4"

1'-238"

9'-512" 1' 9' 1'

7'-1018" 5'-4" 7'-10"

12'-3 316"

3'-8"

5'-434"

3"

3'-8"

11 716"

3'-8"

112"

10'-81316"

3'-712"

4'-11116"

6'

6'-914"

(3)-2X12 GIRDER (3)-2X12 GIRDER

BEAM POCKET

(3)-2X12 (2)-2X10

(2)-2X12

(2)-

2X10

(3)-

2X12

(3)-

2X12

(2)-2X10

(2)-

2X8

(2)-

2X8

6x6 WOOD POST

6x6 WOOD POST

(2)-2X10

(2)-2X10

(2)-

2X10

(3)-2X12 (3)-2X12

(3)-

2X12

2X12 FL. JOISTS@ 12" O.C.




PROPOSED HAUNCH SLABSEE A301

(2)-

2X12

(2)-2

X8

(2)-2X8

2X6 RR@ 16" O.C.

.

(2)-2X12

PROPOSEDWALKWAY ROOF LINE

PROPOSEDWALKWAY ROOF LINE

(2)-

2X12

(2)-

2X12

(2)-

2X12

(2)-

2X12


ANCHORED TO 36"x36"x24"6"x6"x1


..

6x6 WOOD POST

6x6 WOOD POST

6x6 WOOD POST

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PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)

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ALL POSTS DOWN TO SOLID BEARING

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PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)

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CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)

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CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.

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ALL WOOD FRAMING TO BE PRESSURE TREATED

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%%UPROPOSED GARAGE STRUCTURAL PLAN

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BUILDINGEXISTING

GARDENBELOW

EXISTING

DN14 R

CATHEDRAL CEILINGMAX HEIGHT: 15'6"

GRAVELWALKWAY

BELOW

(2)-

2X10

(3)-

2X12

(2)-

2X10

(2)-2X12

(3)-2X12

(2)-2X10 (2)-2X10

(2)-2X10 (2)-2X10

(2)-2X10

(2)-2X10 (2)-2X10

(2)-

2X10

(2)-3 12" x 16" LVL

(3)-

2X12

(2)-2

X12(2)-2X12

(3)-

2X12

(2)-2X12(2)-2

X12

(3)-

2X12

(2)-2X12 (2)-2

X12

(3)-

2X12

(2)-2

X12 (2)-2X12

2X12 RR@ 16" O.C.

.

2X12 RR@ 16" O.C.

9'-10 516"2'-6"19'-1 5

16"13'-1058"

8'-2 316"

2'-6"

3'-1 516"

2'-6"

3'-1 516"

2'-6"

8'-2 316"

11'-5 716" 2'-6" 2'-4 7

16" 2'-6" 6'-91316"

5'-1 316"

7'-5 116" 2'-6" 2'-4 7

16" 2'-6" 7'-5 116"

35'-2 316"

1'-101116"

4'-2" 2'-0 316"

8'-11 316"

4'-138"

3'-2"

4'-4"

2"2"

4'-4"

4'-8 916"

2'-578"4'-4"2'-57

8"

4'-138"4'-13

8"

2'-21116"4'-4"1'-1011

16"

512"



(2)-

2X10

(2)-

2X12

(2)-

2X10

4'-1"

4'-1"


2'-6"

4'-8 316"

4'-4"

3'-11"

4'-4"

3'-11"

4'-4"

4'-1"

4'-318"4'-31

8"

6'-9 916" 3'-215

16"3'

7'-1012"

· ···· · ·

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RIDGE

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VALLEY

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%%UPROPOSED RECREATION STRUCTURAL PLAN

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EXISTING 2-CAR GARAGEFOUNDATION


ANCHORED TO 36"x36"x24"4"x1




47'-914"

40'-81116"

81316"

3'-11 716"

23'-11516"

20'-6"

4'-934"

21'-1012"

44'-5

11 16"

12'-9 716"

DIAGONAL: 39'-41316"

DIAGONAL: 42'-0 116"

DIAGONAL: 24'-111316"

3'-918"

7'-31116"

10'-6"10'

10'-5 516"10'-5 5

16"

8"

8"6'-75

8"

4'-1038"

6'-4 516"

6'-4 516"

434"3'

714"

8"

8"

8"

8" 8" 8" 8" 8" 8"

8" 8" 8"

8" 8" 8"

8" CMU BLOCK FOUNDATIONWALL ON 24" WIDE X 12" HIGHCONTINUOUS CONCRETEFOOTING



5'-118"

EXISTING GARAGE FOOTING

EXISTING GARAGE FOOTING

EXISTING 1-FAMILY RESIDENTIALFOOTING

EXISTING 1-FAMILY RESIDENTIAL16" STONE FOUNDATION WALL

STEP FOOTING TO CONNECTWITH EXISTING

STEP FOOTING TOCONNECT WITH

EXISTING

GC TO VERIFY LOCATION OFANY EXISTING FOOTING DRAINS

& MODIFY AS REQUIRED TOEXISTING DRYWELL

GC TO VERIFY DEPTH OFEXISTING STONE WALL /

FOOTING & ADJUST NEWFOOTING AS REQUIRED STEP FOOTING TO CONNECT

WITH EXISTING

STEP FOOTING TO CONNECTWITH EXISTING

LINE OF HAUNCH SLAB ABOVE

PROVIDE DOWEL CONNECTIONTO EXISTING FOOTING. SEE A-302

3'

3'

· ···· · ·

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6" POURED CONCRETE HAUNCH SLAB WITH 66-W1.4XW1.4 WWF ON 6 MIL VAPOR BARRIER OVER 6" CRUSHED STONE/GRAVEL BED

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%%UGARAGE SLAB CONSTRUCTION:

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W24 X H12 CONTINUOUS CONCRETE FOOTING, 42" BELOW FROST (TYPICAL). FOUNDATION WALL SHALL BE 8" CMU BLOCK. PERIMETER WALLS w/ POSTS INDICATED TO HAVE 36x36x24 EXPANDED FOOTING. 6"x6"x " HSS STEEL TUBE TO CONNECT TO 14" HSS STEEL TUBE TO CONNECT TO 36x36x24 PAD FOOTING.

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%%UGARAGE FOUNDATION CONSTRUCTION:

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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE

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%%UGARAGE FOOTING DRAIN CONSTRUCTION:

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"A-A"

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A-301

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DOWEL INTO FTG'S WITH (3)-#5 BARS (TYP)

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%%UGARAGE FOOTING CONSTRUCTION:

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%%UPROPOSED GARAGE FOUNDATION PLAN

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4" LAYER OF GRAVEL

2-#5 REBAR LAID FLATMIN. 1" ABOVE BASE LAYEROF CONCRETE

66-W1.4XW1.4 WWF

POURED CONCRETE

12'-10"GEO-TEXTILE BELOW

2'

GRADE8"

ABOVE GRADE

BELOWGRADE

8"

8"1'-2"

66-W1.4XW1.4 WWF EXTENDAND BEND 180° @ REBAR

10x10x12" STEEL PLT. W/

(4) 58" Øx 16" ANCHOR BOLTS


36x36x24 CONCRETE PADFOOTING

3'

3'

8"

8"

1"

1"

10"

10"


#5 REBAR LAID FLAT SPACE @ 6"TO HAVE 180° BEND @ END REBAR

(4) 58" Ø x 16" ANCHOR BOLTS

10"x10"x12" STL. PLT.

6" x 6" x 14" HSS STL. TUBE36"x36"x24" CONCRETEPAD FOUNDATION

2'

3'

1'-6" EDGE TO CL OFSTL.

CL

3'-6"

BELOWGRADE

GRADE



WALKWAY SLAB

8"

WALKWAY SLAB

GARAGE SLAB8"10" 10"

2' CONCRETE FTG.

1'

8" CMU BLOCK

6" CONCRETE HAUNCH SLAB

6x6-W1.4xW1.46 MIL. VAPOR BARRIEROVER 6" GRAVEL LAYER

(2)-#5 BOTTOM BAR

(2)-#5 TOP BAR

P.T. 2x6 BASE PLATE W/ 58" Ø x 16" ANCHOR BOLTS

SILL SEAL & TERMITE SHEILD

LIQUID WATER BARRIER

8" CMU BLOCK WALL W/ #5VERTICAL BAR @ 24" O.C.

MIN. 1" EXPANSION JOINT6x6-W1.4xW1.46 MIL. VAPOR BARRIEROVER 6" GRAVEL LAYER

GRAVEL AND GEOTEXTILEW/ 6" Ø FTG DRAIN

CEMENT WASH

2" RIGID INSULATION2" RIGID INSULATION

3'-6"

BELOWGRADE

GRADE

WALKWAY SLAB

8" 10"

2' CONCRETE FTG.

1'

8" CMU BLOCK

P.T. 2x6 BASE PLATE W/ 58" Ø x 16" ANCHOR BOLTS

SILL SEAL & TERMITE SHEILD

LIQUID WATER BARRIER

8" CMU BLOCK WALL W/ #5VERTICAL BAR @ 24" O.C.

GRAVEL AND GEOTEXTILEW/ 6" Ø FTG DRAIN

CEMENT WASH



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PROPOSED GARAGE FOOTING w/8" CMU BLOCK FDN WALL. SEEDETAIL ON A-301.

T/O GARAGE FLOOR

B/O CEILING

8'-8

"

T/O 2ND FLOOR

16'-1

1" A

VG

. HE

IGH

T

T/O WALKWAY FLOOR

9'-9"


PROPOSED 2X12 ROOF RAFTERS,ATTACH 2X6 @ B/O RAFTER. PROVIDE R49FIBERGLASS INSULATION w/ VAPORBARRIER

PROPOSED HAUNCH SLABCONNECT TO FOOTING. SEEDETAIL ON A-301.

EXISTINGGRADE

1210

40°


OVERSIZED LEADER

PROPOSED SHED ROOF.PROVIDE FLASHING @

TOP OF ROOF


PROPOSED 36X36X24 PADFOOTING. PROVIDE (4)-#5 DOWELS,ATTACH TO EXISTING GARAGEFOOTING. SEE DETAIL ON A-301.


PROPOSED (3)-3X12GIRDER W/ POST

CONNECTOR

PROPOSED 6"X6"X14" HSS

STEEL TUBE ANCHORED TO36"X36"X24" PAD FOOTING

PROPOSEDW6'-0"XH7'-0" ARCH

PROPOSED 6"X6"X14" HSS

STEEL TUBE W/ BEAMCONNECTOR

PROPOSED (2)-3 12" X 16" LVL RIDGE BEAM.PROVIDE POST-BEAM CONNECTOR. PROVIDE

HURRICANE STRAPS TO ROOF RAFTERS.

PROPOSED RIDGE VENT

PROPOSED 2X12 RAFTER, BAFFLESTO PROVIDE MIN. 1" AIR SPACE, 34"

PLYWOOD SHEATHING, ICE ANDWATER SHIELD, & ROOF SHINGLES.

PROVIDE 58" TYPE "X"FIRE-RATED GWB

TYP.

PROVIDE 2X10SOLID BLOCKING

NEW 3'-4" X 6'-8"DR.

NEW 3'-4" X 6'-8"DR.

(2) 2X6 TOP PLATE

2X6 STUD WALL

P.T. 2X6 BASE PLATE

(2) 2X12 RIM JOIST

STAIRS BEYOND

12" ROOF O.H. W/OVERSIZED LEADER

2X4 ATTACH TO RIM JOIST

58" SOFFIT W/ VENT2X6 SUB-FASCIA

54" X 8" FASCIA

PROVIDE 12" GWBTYP.

EXISTING GARAGEFLOOR SLAB

PROVIDE 1" MIN. EXPANSIONJOINT AROUND STEEL TUBE

TYP.

8'-8"

8'

6" CONCRETE HAUNCH SLAB, USE 6X6-W1.4XW1.4WWF. 2" RIGID INSULATION BELOW SLAB. 6 MIL.VAPOR BARRIER OVER 6" GRAVEL LAYER

PITCH @ 18" PER FOOT

12

12

12

12

8"


T/O GARAGE FLOOR

B/O CEILING

8'-8

"

T/O LEDGER

1211

T/O WALKWAY FLOOR

13'-7

"

(2) 2X6 TOP PLATE

2X6 STUD WALL

P.T. 2X6 BASE PLATE

12" ROOF O.H. W/ OVERSIZEDLEADER

2X4 ATTACH TO RIM JOIST

58" SOFFIT W/ VENT

2X6 SUB-FASCIA

54" X 8" FASCIA

PROPOSED FOOTING W/ 8" CMU BLOCKFDN WALL, STEP DOWN TO EXISTINGBUILDING FOOTING. SEE DETAIL ON A-301.

6" CONCRETE SLAB, USE6X6-W1.4XW1.4 WWF. 2" RIGIDINSULATION BELOW SLAB. 6 MIL.VAPOR BARRIER OVER 6" GRAVELLAYER

PROPOSED CONTINUOUS FOOTING.PROVIDE (4)-#5 DOWELS, ATTACH TOEXISTING GARAGE FOOTING. SEE DETAILON A-301.

PROVIDE (2)- #5 DOWELS @ 12" O.C.ATTACHED TO EXISTING STONEFOUNDATION WALL.

(2)-2X10 LEDGER, PROVIDE 12" Ø X 8" THRUBOLT STAGGER @ 12" O.C.

PROVIDE FLASHING

8'-1114" TO T/O PLATE

8"

V.I.F. LOCATION OF WINDOW

PROPOSED 2X6 @ 16" O.C. ROOF RAFTERS,ATTACH 2X4 @ B/O RAFTER. PROVIDE R49FIBERGLASS INSULATION w/ VAPOR BARRIER

PROPOSED 2X6 @ 16" O.C. RAFTER, BAFFLES TOPROVIDE MIN. 1" AIR SPACE, 34" PLYWOOD

SHEATHING, ICE AND WATER SHIELD, & ROOFSHINGLES.

2X4 ATTACHED TO 2X6 ROOFRAFTERS

PROVIDE R21 FIBERGLASSINSULATION

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3'-6

"

8"1'-8"

8"T/O FLOOR /GRADE

6"

H12"XW20" SPREAD FOOTING W/ 2-#5BARS LAID FLAT ON #5 REBAR @ 24" O.C.

8" THICK CONCRETE FDN. WALL W/ #5VERTICAL BAR @ 24" O.C.

6" PERFORATED FOOTING DRAIN W/GRAVEL AND GEOTEXTILE.

#5 TOP BAR

#5 BOTTOM BAR

1" MIN. EXPANSION JOINT

6" POURED CONCRETE SLAB W/6x6- WWF 1.4x1.4 ON 6 MIL VAPORBARRIER OVER 6" CRUSHEDSTONE/GRAVEL BED

P.T. 2x6 SILL W/ 58" x 16" ANCHOR BOLTON SILL SEAL & TERMITE SHIELD

2x6 STUDS @ 16" O.C.

EXTERIOR SHEATHING AND FINISH TOMATCH SECTION A-A

126 12

6

T/O FLOOR /GRADE

8"6"

2"6"

3'-6

"

8"1'-8"

10'-8

1 2"71

4"11 14 " 11

1 4"

3 12 "

2'-0"

EXTENSION

6'-912"

STUD TO CENTEROF RIDGE

512"

1'O.H.

H12"XW20" SPREADFOOTING W/ 2-#5 BARS LAIDFLAT ON #5 REBAR @ 24"O.C.

8" THICK CONCRETE FDN.WALL W/ #5 VERTICAL BAR@ 24" O.C.

6" PERFORATED FOOTINGDRAIN W/ GRAVEL ANDGEOTEXTILE.

2X6 TREATED WOOD PLATEON SILL SEAL AND TERMITESHIELD W/ 58" X 16" ANCHORBOLT @ 24" O.C.

2X6 STUD WALL, R-21 BATT.INSULATION 34" SHEATHING,VAPOR & AIR BARRIER, ANDSIDING.

(2)-2X6 BASE PLATECONNECT TO ROOFRAFTERS W/ HOT DIPPEDG.S. HURRICANE STRAPS.

ALUMINUM SOFFIT VENT

2X10 SUB-FASCIA, 58" FASCIABOARD, 6" GUTTER.

(2)-2X12 RIDGE BEAMW/ 12" RIDGE VENT ABOVE

2X12 ROOF RAFTERS @ 16"O.C. CONNECT TO RIDGEBEAM W/ HOT DIPPED G.S.HURRICANE CLIPS.

58" SHEATHING, 2" RIGIDINSULATION SNOW AND ICESHIELD, ROOF SHINGLES.

2X8 COLLAR TIE @ 32" O.C.

HOT DIPPED G.S.HURRICANE STRAPS TOWRAP AROUND ROOFRAFTERS OVER RIDGEBEAM.

#5 TOP BAR

#5 BOTTOM BAR

2X4 RAFTER TAILS EXTEND24" & NAILED INTO ROOFRAFTERS

GUTTER DRAIN TOCONNECT INTO FOOTINGDRAIN

6" WIDECONCRETE WALL8" ABOVE GRADE

MIN. 1" THICK EXPANSIONJOINT @ PERIMETER

R-38 BATT. INSULATION1" AIR SPACE BETWEEN

INSULATION AND SHEATHING

H12"XW20" SPREADFOOTING W/ 2-#5 BARS LAIDFLAT ON #5 REBAR @ 24"O.C.

3'-6

"

8"1'-8"

10"8"T/O FLOOR /

GRADE

6"

6"

H12"XW20" SPREAD FOOTING W/ 2-#5BARS LAID FLAT ON #5 REBAR @ 24" O.C.

8" THICK CONCRETE FDN. WALL W/ #5VERTICAL BAR @ 24" O.C.

6" PERFORATED FOOTING DRAIN W/GRAVEL AND GEOTEXTILE.

#5 TOP BAR

#5 BOTTOM BAR

1" MIN. EXPANSION JOINT

6" POURED CONCRETE HAUNCHEDSLAB W/ 6x6- WWF 1.4x1.4 ON 6 MILVAPOR BARRIER OVER 4"CRUSHED STONE/GRAVEL BED

6x8x16 CMU BLOCK WALL W/ 38" MORTARJOINT. WET APPLIED MOISTURE BARRIERON BOTH SIDES OF WALL

KNEE WALL. 40" MIN.FREE STANDING WALL 8 FT. HEIGHT

EXTERIOR FINISH AND SHEATHING TOMATCH SECTION A-A

FLAG STONE FINISH

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%%USECTION B-B

BUILDINGEXISTING

GARDENBELOW

EXISTINGGRAVEL

WALKWAY

OVERSIZED LEADER

OVERSIZED LEADER

OVERSIZED LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN

FUNNEL DRAIN w/ LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN

· ···· · ·

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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE. LEADERS TO CONNECT TO UN-PERFORATED PVC ABOVE PERFORATED FOOTING DRAIN, PITCH @ 2% SLOPE AWAY FROM STRUCTURES TO DAYLIGHT

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croton dam road

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