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K
DESIGN
31 E 31 Street, 11A
New York, NY 10016
T:212-532-4506
F:212-532-7202
W W W.PARISKDESMN.COM
PUTTOCK
RESIDENCE
930 SEBASTIAN COVE RD
MATTITUCK, NY
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Igo - 31115 s .
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FESSIONa'
NOTES:
A. PROTECTION: D. CONSTRUCTION paris
1. All areas that will not be worked on, to be 9. Reconfigure walls between Kitchen and Bar
sealed with plastic doors for access. to accommodate for new layout. K
2. Existing Wood FloorING within the scope of 10. Provide and install new Bifold doors in DESIGN
work to be protected. Laundry Closet per plan
3. Second Floor Library to be covered with 11. Provide and install new solid core swing 31 E 31 Street, l lA
Plastic to reduce the amount of dust doors for Coat closets - Install Hardware New York, NY 10016
accumulation. Purchased by Owner. T:212-532A506
4. Ensure that Site will be kept swept clean at 12. Use 5/8112hour fire rated gypsum Board on F:212-532-7202
all times and that debris will be removed daily. all walls WWW.PARISMMGN.COM
13. Use cement board at all wet locations.
B. DEMOLITION:
1. Remove lower roof from Dining Room and E. PLUMBING PUOCk
all associated structure. 1. Reroute all plumbing connections to
j 2. Remove all Dining Room windows and accommodate new Kitchen Layout
retain in good condition to re-install in Kitchen 2. Install 2 new sinks per Kitchen Layout. Residence
over main sink. 3. Connect new Garbage disposal under main 930 Sebastian Cove Rd
3. Remove Sliding doors from Dining and sink to Septic
Living Room. 4. Provide and install Gas connection to the Mattituck, NY
4. Remove walls as needed to accomodate new existing propane tank for new Range and
Floor Plan for the Dining and Kitchen Double Ovens.
Extensions. 4. New water line to Ice maker by behind the NO DATE ISSUE / REVISION
5. Remove all existing Kitchen cabinets. Bar.
6. Remove all existingKitchen appliances and 5. Submit permit and Si off 1 o&mi12 Suamxoin,.c m. FORREVEN
PP P 2 0&27/12 SIMUMEDTOOC B INOPUReoses
cap plumbing lines until further work.
7. Remove Existing Tile from Entrance and ELECTRICAL
Kitchen. 1. Disconnect all Kitchen appliances
8. Remove Existing Carpet from Living Room 2. Provide Temporary power and lighting for
and Staircase. Construction.
9. Remove existing doors from Coat Closets 3. Replace existing Lutron Switches in Public
10. Discard all debris from above. areas of first floor with new Decora dimmers -
provide count for new Dimmers and switches;
to be purchased by Owner - Color TBD
C. CONSTRUCTION 4. Provide and install new 411 Halo MR16 LED
1. Construct Extension for Kitchen per Low Voltage High Hats in Kitchen ceiling per
Engineer's sepcifications plans.
3. Install new Roof over Kitchen Extension 5. Provide power and install/connect all new
2. Construct cantilevered Extension for Dining appliances per new Kitchen and Bar Layout.
Room per Engineer's sepcifications 6. Provide and Install new under-cabinet
3. Install new Roof to Extend existing higher Dimmable Hi-output LED lighting strip - only
Dining room Roof over extended Dining area. one wall.
4. Ensure that new Living Room and Dining 7. Install new Light Fixture above Kitchen
Room openings are reinforced and constructed Island - Fixture to be provided by owner.
to receive the new Folding Doors per Engineer's 8. Install new Chandelier above Dining Room -
specifications and per new Folding Door Fixture to be provided by owner.
installation Specifications. Folding Door 9. Provide and install new Outlets and Switches
installation by others. Please submit alternate per Layout.
for said installation. 10. Provide and install new speaker wiring for aE NFW
4. Install new wood flooring throughout Dining Room
Kitchen, Dining and Living Room. Random 11. Disconnect existing HVAC unit and provide
width lengths and width planks 411-611. and new HVAC as needed. /
5. Install new Flagstone flooring at entrance- 12. Install new Chandelier above bar -
Flagstone spec. TBD. Provided by Owner,
6. Dining Room - Install new ceiling tongue and PianNorth: Drawing scale:
groove - wood to match existing for seamless HVAC
look. 1. Remove and Discard Existing HVAC unit;
7. Provide and Install new Skylights - one in currently located under Dining Room Extension
New Dining Roof and one in new Kitchen at the Exterior of the residence ® N NTS
Room. 2. Install new HVAC unit per Engineer's
8. Provide and install New Kitchen Cabinets by Energy calculations
DrawingNo: Drawing Title:
Others. 3. Re-route all necessary HVAC ductwork and
Supplies to new locations to accommodate N-1 NOTES
Extensinos.
Moment Connection oment Connection
B
oment Connections
Excavate Down to Depth of Existing (2) 1.75 x 14 LVL e/w(1)0.75 FP
Foundation Footings and Backfill to HSS 5 x 5 x
3' Below Garage Mechanically HSS 5 x 5 x (2) 1.75 14 LVL e/w(1)0.75 FP HSS 5 x 5 x z
Compact Clean Fill
r----------------- ------------------- r-I
:%r::..•.r. : �....•_. _ : t.. t.; .,p:;:.., : py;; :« ;..y ., 1.75x11.2 VL
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a a (3) 1.75 x .5 LVL el(2)0.75 FP _I
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,% Mn I 5.25 x 5.25 Para I 5.25 x 5.25 Pamlla
M oint Load From Aboveoinl Load From Above
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Excavate Down to Depth of Existing
Foundation Footings and Backfill to I I
3' Below Garage Mechanically I : I I New 2'x 2'xz
\I ;F 10" Footing xisting Drop Beam 1.75 x 11.2 LVL
Compact Clean Fill I ' `. I �
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o ew 4"0 Steel Column
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Foundation & 1st Floor Framing Plan
Roof Framing Plan
J"0 Simpson TITAN Framing Notes:
Anchor Bolts 25"OC in B' The contractor is to verify all measurements in the field and any discrepancies are to be brought to the
End Zones 29"OC in
Interior Zones Foundation Notes: attention of the Engineer prior to construction.
2x6 ACQ sill Wood Framing
The contractor is to verify all measurements in the field and any
Same Elevation as Ji opper Termite Shield discrepancies are to be brought to the Engineer prior to 1. All lumber is to be No. 2 or better Douglas Fir Larch I(N)with the following minimum specifications!
Existing Foundation construction.
` Excavate to a depth equal to the footings of the existing 16" 16" 3 a" Fb =825 psi
Fur= 95 psi
foundation walls. Backfill with clean material and mechanically Fc perp =625 psi
xpansion Joint and Joint Sealer compact in 6" lifts to 95% of maximum dry density. 2E = 1,600,000 psi
All concrete 3,500 psi after 28 days minimum.
•.; ;: 2. All Laminated Veneer Lumber is to have the following) minimum specifications:
All rebar ASTM A-615 Grade 60. 2„ SS 5 x 5 x 1/2
78. PL 14"x 5/16" Fb =2,900 psi
g ; 2" Poured Concrete Rat Slab Footings are to be installed on compacted soil.The bottoms of all Fv =290 psi
footings are to be installed a minimum of 3' below grade unless Fc perp =650 psi
indicated otherwise. n Flitch Plate Moment Connection Detail E =2,000,000 psi
B
All snap off form ties are to be removed and remaining openings sceley^=r-0^ 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in
are to be sealed/ routed.
g accordance with the manufacturer's specifications.
10" 16" ubbase-Co pactable FillDesign Loads:
` Backfll along foundation walls is to be clean material and is to be 4. All TJI are to be installed in accordance with the mantufacturer's specifications and shall include
2) No. 5 Rebar MII Vapor Barrier mechanically compacted in 6"lifts to 95% of maximum dry density. squash blocking and web stiffeners at bearing points on girders and other load bearing areas. - Roof-Live Load-20 psf Based on ASCE-7
5. All straps, connectors, plates, bolts, nails,etc. are to Ibe galvanized or stainless steel. Designated - Dead Load- 15 psf
n Foundation Section connectors, strap etc. on these drawings are made tel Simpson unless indicated otherwise.All - ist Floor - Live Load-40 psf
connectors, straps etc. are to be nailed/bolted in accmrdance with the manufacturer's specifications. - Dead Load- 15 psf
Scally"=T-0"
6. All floor sheathing is to be 2%2 inch AC type plywood„tongue and groove, with an APA span rating -Wind Loads- 120 mph -ASCE-7
of 48/24. Floor sheathing shall be glued and screwed to the Floor joists (6"O.C. edges and 12"
O.C. field),
7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d
common nails 6"O.C. edges and 12"O.C.field.
8. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'.
�16"-t e'W Q Bolts, 16„� Strong backs installed every 8' max are to be used with Trim Joists
B"0 Bolts, I Nuts, and Washers
(3) 1.75 x 14-2.0E LVL
Nuts, and Washers (3) 1.75 x 9.5 2.0E LVL `8„� 9. Double joists are to be installed below parallel walls.
10. Blocking is to be installed at all point load bearing poll pT NEW
2 -- --- - 12-Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise. S�PjE 'T �'ffd
-_ _ �___-_ ----
13
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13-All bolts nuts and washers are to be stainless steel orr hot dipped galvanized.
14. Anchor bolts are to be A-325 bolts.
3%a, I
(2) 3/4"A.66 Steel Flkch Plates SStUN�"
(2) 14"x 3/4"A36 Puttock
Steel Flitch Plates Plans are prepared by Condon Engineering,PC. It is a vew
iolation ofthe NYork Stale Education Scale: 1/4" := 1'-O` Condon Engineering P.C.
Law,Article 145,Section 7209,for any person unless acting under Ne dlrectbn of a licensed 7
Flitch Beam Details Pmfesslonal Engineer,Architect,or Land Surveyor.to alterany item in anyway,)fan dem readng Residence C
the seal of an Engineer,Architect or Land Surveyor Is shared,theshringEngineer,Amhilor Drawmb JJC 1755SIgsbeeRoad J
Scale t"=1'-0" Land Surveyor shall sill to the Item hather seal and the notation'Altered byfellowsd by hIsAher Y •
signature and the date ofsuch alterations,and a speclfccescrlpdonoftheahemhon. Mattituck, New York 11952 930 Sebastion Cove Road
Date : 8-29-2012 (631)298-1986 Mattituck, New York
I
Table 3.1 Nulling Schedule(Wood Framed Construction Manual 1995 SBC Hlgh Wind Edition,Page 110)
Joint Descriton Number of Nail I Nail Spacing
ROOFNAILING
Rafter to Top Plate(Too-nailed) 4-Bd per rafter
Gelling Joist to Top Plate(Too nailed) 4-But perjolst
Gelling Joist b Parallel Rafter(Face-nalled) Na each lap
Gelling Joist Laps Over PaNtlons(Face-nalled) n/a each lap
4' Collar Tie In Rafter Toenalled) n/a per Be
Blocking to Rafter(Too mated) 2-Bit each end
Rim Board to Rafter End Nailed 2-led each and
O I O WALL FRAMING
I Top Plate to Top
rsPlate(Face( nalled) 2-16d(1) pests-
__ _ ________ _ __ at
Top Plans; (Few-nailed) 2-16d 24"o-each side
I SWdfoStutl(Face-nailed) 2-16tl 24'o.c.
I
Header to Header(Face-nailed) 16d 16"O.C.along edges
Top or Bottom Plate to Stud(End Naiad) 2-16d per 2x4 stud
3-1Bit per 2x6 stud
4-16d per 2x8 stud
t 0
Existing Roof O Bottom Pleb to Floor Jolt Band Joist End Jolt or Blocking(Toenalled 2-1Bd(1,2)) Per foot
I FLOORFRAMING
Joist to Sill,Top Plate or Girder(Too-nalled) 4-Bid perjolst
I Bridging to Joist(Toe-nand) 2-0d each end
Simpson H2.5 Hurricane Ties BlockingtoJoist(Toanalletl) 2-Bit each end
at each Rafter Tail Blocking to Sill or Top Plate(Toa'nalled) 3-16d each block
Ledger Strip to Beam(Facenalled) 3-led each jolt
Joist on Ledger to Boom(Toenall1 3-8d perjolst
Bend Jolt to Joist(End-nailed) 3-16d perjolst
Band Jolt to Slll or Tap Plate(Toenalled) 2-led(1) perfoot
ROOF SHEATHING
Structural Panels Bit (Detail sheet S3)
CEILING SHEATHING
Gypsum WallboaN5d coolers 7"-edge/to'told
WALL SHEATHING
Structural PanelsBd 6'edge/12'reld
Nailing Zones for Roof
Gypsum wallboard 5d coolers 7'edge/10"flab
Simpson TA16^ FLOOR SHEATHING
Sheathing in 120 MPH Peak \\ Structural Panels
1-or less Bid B"edge)IT field
Gust Wind Zone (1)Nailing mqulremenls are based on wall sheathing nailed 6-on-center at the panel edge. if v211 sheathing is nailed 3'
on-center at the panel edge to obtain higher shearcapocities,falling requirement for structural members shall be
doubled,or alternate connectors,such as shear plates,shall be used to maintain bad path.
(2)When wall sheathing Is continuous over connected members,the tabulated number of nabs shall be permifted to be
Zone Zone 21 Zone reduced to t-t ed nail per but.
C:
Field 6"O.C. 12"0 . 4"O.C. +: Simpson LT 5
3;
Panel Edges 6" O.0 6"O.C. 4" O.C. P . Simpson BP
..
Nailing Requirements for 120 MPH, 3 Sec.
Peak Gust,
z"Thick Roof Sheathing with 8d Common Nails
Typical Wall and
Roof Sheathing NailingDetails Sill Detail Strapping
7 SCALE: 1lB"=1'-0^ Detail
O Strapping and Anchorage Details
SCALE: 114"=1'-0"
3"No a SCREWS 12"OC
FRAMIN
LIGHT WOOD-FRAME
WALL
WASHER
(TVP.)
PLYWOOD
GLASS
PLASTIC-COATED SIMPSON SPH4
PERMANENT WOOD SCREW STRAP
S
AFTERS
G
LASS E SIMPSON LSTA9
DETAIL STRAP
Yz" A
PLYWOOD V-CUT SHEAR BLOCKING
PLYWOOD OPENINGS
PROTECTION;THICKNESS
DEPENDS ON WINDOW 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). Typical Window and Door
WASHER OPENING WIDTH(pTVP) FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OFHeader Strapping Detail
WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH.SCREWSI2"OC Each Corner
NTS
DETAIL A-TYPICAL ATTACHMENT OF
PLYWOOD OPENINGS PROTECTION TO NOTE: IN LIEU OF SCREWS,LUGS WITH
WOOD-FRAME BUILDING NUTS AND WASHERS MAY BE USED 1/2 SE QF MR
'P.i
ALTERNATE TO 120 MPH CERTIFIED WINDOW 4U#t/2 Soo'
INSTALLATION
PLYWOOD PANEL WINDOW AND DOOR MAXIMUM ALLOWABLE V-CUT
PROTECTION FOR WOOD FRAMED BUILDINGS SHEAR BLOCKING AND VENTILATION HOLES ;
SHEAR BLOCKING DETAILS r
NTS
oFl ss�oNt1
Plans are prepared by Condon Engineering,P.C. It Is a vbla0m of Ne Newyork Stale Edumtlon
Scale: 1/4" V-011Condon Engineering, P.C. Puttock
Law,Article 145,Section 7209,for any person unless acting under the direchon of a Ilmnsed Residence
Professional Engineer,Architect or Land Surveyor,to alter any ftem In anyway.Iran Item bearing 1755 SI sbee Road __ww))
the seal ofan Engineer,Architect or Land Surveyors altered,the altering Englneer,Amhhector Drawn by : JJC 9 �L
Land Surveyor shall affixto the Item his/her seal and the notatlon'Alrered by"followed by ranter MalNew York 11952 930 Sebastion Cove Road
signature and the date of such albrallons,and a specific descriptor of the aneratlon. Date : 8-29-2012 (631) 298-1986 Mattituck, New York
I
�V 213'-10" [517- 971
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31 E 31 Street, 11A
New York, NY 10016
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DINING
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COAT COAT
CLOSET I CLOSET
DRIVEWA ENTRANCE ENT ANICE
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Plan North: Drawing scale:
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( tN %411= 1141
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EL-1 Proposed Electric Plan
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Drawing No: Drawing Title:
EX-1 Existing Floor plan
1 st Floor
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New York, NY 10016
T:212-532-4506
F:212-532-7202
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930 Sebastian Cove Rd
Mattituck, NY
L — NO DATE ISSUE / REVISION
--= 1 08/27/12 SUBMWE DTOLcmamBugb=FMIS
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Plan North: Drawing scale:
ExTERioR ELEVATION n ® lr V4'11= 11 1011
DRivEwAv - PROPOSED
Drawing No: Drawing 1Ytle:
EL-EXT-1 EXTERIOR
ELEVATIONS
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EXISTING EXISTING Es sru,I6
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ELEVATION E ELCVATI011 F
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PROPOSE) •V r, PROPOSED
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REFR Ice mak-sr
BAR liITCHEN KITCHEN I ITCHE1,11 10le,
PROPOSED PROPOSED PROPOSED PROPOSED �Iwp�rP
-- Plan North: Drawing scale:
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DD x E ° ( tN �4n= 1 1.011� ICE OVENS
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Drawing No: Dr
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REFR: - - - - - _ - - - -
CIO FR � EL-INT-1 ELEVATIONS
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4'0"