Loading...
HomeMy WebLinkAbout37617-Z paris 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 MI I J � � �l� M of new Igo - 31115 s . � T O �rU 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 :- "- 2 > of X0 J 51 3 �ol X IX IK N � 1.75x11.25 LVL IN I Z I i LL ; O J > xU N a a (3) 1.75 x .5 LVL el(2)0.75 FP _I Iracm X - ,% Mn I 5.25 x 5.25 Para I 5.25 x 5.25 Pamlla M oint Load From Aboveoinl Load From Above J J � FL -I IN IN � U XI J w Iro m N4J 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 � ? I LL o ew 4"0 Steel Column I x0 NO � o I m N I I z Lu ud I •3, I A 7 s 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 m -}_-_ -_ _-_ p �a o 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 paris w DESIGN 31 E 31 Street, 11A New York, NY 10016 B Dcc"' T:212532-4506 y� F:212-532-7202 a W W W.PARISKDESION.COM Puttock T1\1 ids\ Residence DINING ROOM \�� �_ �, LIVING ���� ,� ROOM 930 Sebastian Cove Rd - Mattituck, NY t T , L _ t _ .. \ New SP) sl..ylgn� �� A E NO DATE ISSUE / REVISION 1 9/10/12 soeearr�rowama BEER � ; -- Dkyh ht i� sro" MAIN SINS DOUBLE ICE {r 4 MAKER GUEST BATH BEV � CENTER TV ROOM o / LAUNDRY i CLOSET COAT COAT CLOSET I CLOSET DRIVEWA ENTRANCE ENT ANICE PI_AIJTER �` T HUES] BAIH OFFICE WIC JACU7_ZI GARAGE F, PATH IO DRIVEWAr i /II ' Plan North: Drawing scale: ICE / PATH TO DRIVEWAY ( tN %411= 1141 / DrawingNo: Drawing Title: EL-1 Proposed Electric Plan • par DESIGN 31 E 31 Street, 11A , •rte` a ' i' " �° f _ °"' - New York,wYo NY 10016 15 i r T:212-53211506 F:212-532-7202 LLL W W W.PARISKDESIGN.COM 4� 1 rh' � Puttock ' J r t i � f I Residence _ + 930 Sebastian Cove Rd 49 LK4� f Mattituck, NY # NO DATE ISSUE REVISION / } 14,04 _ F - - f - - - . ' 1 07@4/12 SUBMI[ECITOLcmam POR f ; PS= .I fiP. by '�'�� ,�y�� ' 2 08/27/12 SUMMED`roac-BIDDING PURPOSES f (5 4 f • Y' f [ I � '. :� �� { t `�I �• 'P —Y[� jP �I. { — ,fit # . �I_ } a e� :.I�-,e . I ,Y- _ . I -_ T "d', '+�+yF •' , e r if. W414y"" — _ _ 1 f t of MUL I i arr�i f f. « I , i _ • ,+ 1 C " ,ham ry '. { .• "f µl/ 1 0 ' I`I �{- f/} '� 9 * I yP' 'k PTKvJ .P •e C t � ' " MII� ' , Y f i w' .. f� s , I: . , CAR ,qy rWWIA TY1w�uyX � <' -044F" CIS7- 1 Al E p. ��„' 1} - it ,; �+� ` •�" � ' � ' ��bF NFwir� i �ati Y , I : I +' r , , — , . 24—T A.. -t.. - ✓ter= - S '. , }.� r R -^'� - Plan North: Drawing scale: ' f - - i N Y411= 11-011 Drawing No: Drawing Title: EX-1 Existing Floor plan 1 st Floor \\ paris K DESIGN !� 31 E 31 Street, 11A New York, NY 10016 T:212-532-4506 F:212-532-7202 W W W.PARiSICDH3I(3N.COM Puttock Residence 930 Sebastian Cove Rd Mattituck, NY L — NO DATE ISSUE / REVISION --= 1 08/27/12 SUBMWE DTOLcmamBugb=FMIS EKTERInR ELEvnT1011 n 2 08/27/12 SUHMHTEDT000-RMD@IaPURPOSE —_ DRivEwnr — as is ED 8'0" Window \ OF NEW kgy�, • - hn,ng Room S I L 0 UR Ohs Plan North: Drawing scale: ExTERioR ELEVATION n ® lr V4'11= 11 1011 DRivEwAv - PROPOSED Drawing No: Drawing 1Ytle: EL-EXT-1 EXTERIOR ELEVATIONS paris E;:isIing ' - K S Night j. ,4��x96" E<Isl incl 6lsting A i DESIGN '3;,yllghts SI,Nigh L �� - r:.srin r 1 --- '�4 +96'• 29• 9L ' ,ice `,''4".9'Et. L- - - - / 31 E 31 Street, 11A New York, NY 10016 v /y �� ����� T:212-532506 F:212-532-7202 / L L W W W.PARISKDEffi@LCOM m � 7 2 iO [I i0 l 7 r I 1 � I � Pff k u oc Residence ELEVATION H ELEVATION E ELEVATION E DINING DINING/LIVING ROOM LIMNG RGTILI 930 Sebastian Cove Rd EXISTING EXISTING Es sru,I6 i LI Mattituck, NY - -- I F-CANTELEVERED EsTEI,ISION I � � New Existing !' NO DATE ISSUE / REVISION S.yl�ghL s1:yllghL ,�. '4"r96" 3a°x96" Existing E,Isting i y I 07rW12 SlJENlT MLCmdmHuMxwFMR - 1 skyligIMS SI ylighl ;> Ex and NewI�L �4". Ia„ 2 08127/12 suHnnnEDroac-HmnMeweoSE a sl<yngnt 1 FF LI i __— o a br I - ' HTCHEN EXTENSION ELEVATION e ELEVATION E ELCVATI011 F DlNlfai DINIING/I_IVI[IC ROOM LIVINI3 ROOM PROPOSED PROPOSE) •V r, PROPOSED \_ EX and 'dEW V Slryllaht ,96" NEW SlryllghLA�x [7003 30] ''✓�1 _ I _ _ j0 OR 7 ; /; relaea Led fr nn RE DOLT B'E HOOD Llv Rm - FR OVENS -- AIND MWVE PANTRY -- - OF NEW y� 31 RAN E ,;- _ ADW • � AND OVEI1 ---� LA �� -- i' -- -- - - 14" I5" ISLA-1 6LAIND U/C U/C ELEVATION D ELEVATION C ELEVATION A ELEVATI,OI,I H REFR Ice mak-sr BAR liITCHEN KITCHEN I ITCHE1,11 10le, PROPOSED PROPOSED PROPOSED PROPOSED �Iwp�rP -- Plan North: Drawing scale: BEV — mU."' id - cEN TE_ Go 0 ='T _ OOO _ _ _ _ _ _� — -- DD x E ° ( tN �4n= 1 1.011� ICE OVENS y t L,NCROWA\E �\ II'G" D R1 F.IEW MAIN —i -� Cl ` 1 0SIt..J''I ght _ SINk cl � ISI_ VL_ 8' DuiJ0"•4'D" DOUBLE Drawing No: Dr I I awin Title: a6" IsLAI, REFR: - - - - - _ - - - - CIO FR � EL-INT-1 ELEVATIONS ;) 4'0"