Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51130-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51130 Date: 08/28/2024 Permission is hereby granted to: Pt Pleasant Prop Mngmt LLC 1300 Veterans Memorial Hwy Ste 130 Hauppauge, NY To: Construct a new single-family dwellingto include HVAC systems as applied for per Trustees non-jurisdiction, DEC non-jurisdiction and SCHD approvals. Premises Located at: 1995 Pt Pleasant Rd, Mattituck Section\Block\Lot # 114.4-7.1 Pursuant to application dated 06/21/2024 and approved by the Building Inspector, To expire on 08/29/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION , FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,748.50 CO-NEW DWELLING $100.00 Total $2,848.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 )ittml)s.,/`WWW Sotitt!olOIOAN"IllI oy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L5 PERMIT NO.. I "O Building Inspector. A- JUN . 1 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an 11 DING DE PT- Owner's Authorization form(Page 2)shall be completed. TO x solo I f 3, Date:6-20-2024 OWNER(S)OF PROPERTY: Name:John Black SCTM #1000-114-01-7.1 Project Address: 1995 Point Pleasant Road, Mattituck NY 11952 Phone#:631-360-4394 Email:j.black@itsequity.com Mailing Address: 1300 Veterans Memorial Highway, Suite 130 Hauppauge NY 11788 CONTACT PERSON: Name: Steven Kaplan Mailing Address: 90 Bridle Court Cutchogue NY 11935 Phone#:347-258-8642 Email:sckaplan@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: David Turner Mailing Address: 366 West 30th street, New York NY 10001 Phone#:917-916-9451 Email:davidturner@verizon.net CONTRACTOR INFORMATION: I Name: Joe Sallan0 Mailing Address: 306 Main St B, Northport NY 11768 Phone#:631-358-1799 Email; DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000,00 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? RYes ❑No 1 'n +t PROPERTY INFORMATION Existing use of property:Vacant Intended use of property: Single Family Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes F*No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name). John T. Black ❑Authorized Agent BOwner Signature of Applicant: Date: 1 a 6 f STATE OF NEW YOR SS� COUNTY OF [ _ bhp being duly sworn, deposes and says that(she is the applicant (Name of individual signing contract) above named, LNotary ANCINE CIESL:New blic-State ofork O e is the yO 01C1506575(Contractor,Agent,Corporate Officer, etc.) sion Expires S026 Shof said owner or owners, and is duly authorized to perform or have performed the said wor arr om a I application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this — 0 - z- -sp day of 20 Notary Public PROPERTYOWNER AUTHORIZATION (Where the applicant is not the owner) I, .WW_...._ residing at ............. do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ........ Print Owner's Name 2 Glenn Goldsmith, President ' Town Hall Annex °A. Nicholas Krttpski,Vice President 59:375 Route 25P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly w Elizabeth Peeples � Telephone(631) 765-1892 Fax (631) 765-6641 BOARD OF WN 0 S OUT HOLD � �:• rb June 14, 2024 HUHdDING DE PT. Cole Environmental Consulting 425 Montauk Highway East Quogue, NY 11942 RE; JOHN BLACK 1995 POINT PLEASANT ROAD, MATTITUCK SCTM# 1000-114-1-7.1 Dear Ms. Rummel: The Southold Town Board of Trustees reviewed the site plans prepared by Ward Brooks Land Surveyor, last dated March 5, 2024 as well as performing a site inspection of the proposed staked out project, and determined that the proposed construction of a single-family dwelling with seaward side patio and an I/A OWTS system is out of the 100-foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100 feet landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and/or Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, h �- Pt Glenn Gu�l s ith, President GG:ec ,' Scott A. Russell PTO [WA\T]E]k SUPERVISOR 2MIANA.GIENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 "e l ;, pwn of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) Pro ert Owner Design Professional Agent, Contractor Other) i - - - - - - - — - - - - — - - - — - - - — - - - - - - - - - - — - - - APPLICANT: (Property Y g g � A 1 Date: NAME. L, lR"imouAu ; 1 G Contact act Information: � i Property Address / Location of Construction Site: c k . + S.C.T.M. #: 1000 District I ; A Section Block Lot si �.._ mmmm _.. III TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - — -- - - - - - - — — — - - — - - - - - - - - - - - - - - - w - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! i Project does Not Discharge to Waters of the State, No S.P.D.E.S. Permit is Required,,!, . J g 1 " 1 ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit f" DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. �, ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southoldi Towns MS4 Systems to a ngin D Waters of the State of New York. THE APPLICANT MUST OBTAIN f a S.P.D.E.S. Permit through the Southold Town Engineering Department rtment I, y� Prior to Issuance of a Building Permit. � Reviewed By: Dat _ e nc nrrnhar 90 i d'irc[`can about:blank NEW 1fC:DRK STATIC:,DEPARTNIIENT OF ENVIRONMENTAL O NMEN1CAL CONSERVATION r.DOVl.olupu W ELtl�Y 10106fl G'U1 P+lid i'"�liEtl hrCu r$L tj ld:dll f94.➢NY Di.uk,50 C6,ek R,,a➢,SNIIIY r:—111,NY 1990 r':(633)444-03G'.5 V r:(63$i AIM-J360 r.E l e" fat No.16.gCtIS10d[ g I rlILA AST-Lr NDS A l &N0T1FIl L fl(I N f31:.. c dr lm m l tg a Patrice Stewart May 9,2024 1300 Veterans Memorial Iiwy, Suite 130 Hauppauge,,NY 11788 i° 1DEC;ID#1-4736-04602/00002 STl WART Property—1995 Point Pleasant Fed, SC I M#: 1000-114-1.7,1 I.Dear Applicant: ba%c,o our the infa nnalkni H otr wnlaniittecd true Depa(tmelit of t rwirofirnerillal G oli ervAburl 11,35 (iotiarmiined that the porii0lu or tier property Itic ted landward of the 10 Contour,as;Shown oil the Wirvi iy tirelarnan d by Va wd Monks it wensed Land Surveyor),d a st revised 03)05(2024,is beyond lhr lour alrr�,liraan aaI tYner ArCra de.'2r I acta[ e hands Acl rherefore uen occorcl mane wrdh[tie currerut I1r.l",id w"tiy� iPs3racl�l_,arard t ¢ dwefgkiNratrrrrua QdaIV1"C:"Ifdr~t 1°aat 41di't�,Tara fiexanrh is regiadra�¢d iaa antiradeae'r�d regulated activities landward of that contour pIoriscw he aariwised the DEC has documented the summer cocimenrx of the Northern Long k a:arcd Hat iNLE131 JMyoojs,aegrteralr°rorn.�nlr l„sa spci;des liistwl as"endangered"by holh New w Yolk Staat(.,r grad the US Fish&'Wadlife Srarv'ice,witiairr 3 miles of the project location, 1 ieae cullfnll al this,loc"atiori betwoult Match f and Novernbor'Ji)of any cple.ndar year in ay rc null iuu the lake of the)ec nraclrarnfgererdPttira ate ana rt species or,their li ahat at within the rune ranancg tat CE.livironniental Conservation I'm(LC[.) 1 1-53S T tie li ruau Vik is defined in par( as the direct kiNlin,g or irngury Of rrrdivicluanl tier rrrl:ier,of a prolaactcd species,interference with c;r^rlrorrd breeding„foraging,nnifll aBoi V r)r ollher essential behaviors,of the adverse modification of tlnc >pociers"hahidaaL The take'"of as species tasted as endangered or ltareatenecd is prolaahaled if) td're absence of a pernud dror°ra lhix Denp)aartaaieral tssuaad pursuwarai Ira EC t 11-535 To avoid an Endangered Species t,akc,' nea tree rnttirng acrivitios can be conducted at the project site he tween vino dates of M n ch 1 and November 30 of any calendar year. id you home cote slions about the presence of pcate(t ie(l species on or ne it your propa r ty,tln0 pule»nlarrd ealffecis of actrvalaeas on these e specicu s or your iesfaenrn ib'idi e as a landowner err projeu',l Sponsor uanafi,r dike Fn daangwrr.,d p,nna;da s Rerguintrnaaes"iale as.colilocf tln r Ike giomil n [ldlife Manager at 631-444-0310,or wildlife i 1 -rlqw. Rrr ftli oa advi,r.,d,rues fir ifisturtasni.e of aany ke rid rnai,y lake,pad ire, sa uwnoI rsf tlic,hr.4-l well arads 6turisdictimml tioarandory,as above.without a perri'arl It is your re aponsihudity to en Fire that all pa"eacauliolns are trikeen to prevent any 'iedinientaation or distuurbanGe within Article 25 jurisdiction which may resaadl faon`a any future pfujeol. Such pia e .auirtm nr ay inctrade nwiuit airiraicN adequate work area belwet-Iri the juarisdia tionaal boundary saivrl yoni,pr(lject(d.r,„s air 15'wirge construction area]ou a,aechng a temporary fencer,barrier,or hay hale burn Huts letter shall remain valid unless site conditions change. rig r grarvmi�irll aF y rna� rrexrravrai"iatrntal 4onferu,errnn I ot`4 6/6/2024, 10:40 AM Firefox about:blank Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities Sincerely, Laura F.Star Deputy Permit Administrator GG Cole Environmental Services, Inc. BHP Wildlife File 2 of 4 6/6/2024, 10:40 AM Firefox about:blank ua� I Yar I� I[ • )IN l;nv ,�,��; ,, j ar a� Ir r rt f t ..f Q K)ME RKEE �h MASM 1II OAD7 63 1 a 90 E ar r tv 600. f r t tk l d V h r ?•� � S °+ ?�f I ( 9 _._..._ —..... „ TJAJ,J , ., "_ w 00 C� I W�U e 67 49061, kP 'fit '" 52,89' PAR AR� �.�4: M1..,` F 19 Fes' IL�9'� 20 ON 7 d. "MA OF PO9N II IPI..IEASAIN.U..°, SITUATE AT IMA..7l7L.JCK y..OVVIIN1 OF SOUJ1TE 011 D aQ.JR CN..K U:.OU N T'° UmGU.DA1YORIK HIL_'ED: MAY IT 1916, RLG.No.20 4sERTBU::;ulE::11D..U..0 F 16riB 1 r A u;f��raCaf7�11�.4D�1 CY1©G,GJr'Y,CI'Y . .I,I I'•"tfl k'fwlb V�8;�1��4 Yr T,".C2::S .. _ MIN'i la",'.':"'m,..WD IF A4"bS:C91 r,f MW R 211 21,23 ..�. � n• "1 i���;II�U l�f�i•.'rl O �4 tl�°'M1!'�'b.2/ 102. tl � f 3 of 4 6/6/2024, 10:40 AM Firefox about:blank D95 (POINT PLEASANT ROAD) \ • N 63°1 S00" E 68 003 rD t s 1,i Zmlviiy W V EIP z k SPICES _ D. SET IN <S r DIRT �n _ STAKE KEY MAP o eP 1"=600' N zi 3t o BLUE FLAG K PPOF. � (WATER ' YATI R a ' TAP?) c3 J EOf �` t W '—Z A';: nO/ pa STAKE O LL , SET 'i ' 0 w_ Z iS. t3 --P149` O CESSPOOLS O o ZOLF J ter , 4 0 _ LO r � _ A1 F Z oi� � R ��(A z � o ; - FF-;:O %r $TAK 0?10 � Aq � � � a a REBAR SST d) Lp FD cam- 9 LANDWARD LIMITS OF TIDAL WETLANDS AS FLAGGED- ` LOCUST ---_-._• BY COLE ENVIRONAA NI, L SERVICES ON 12/15/23 t5 t #ts 5 F 4 = � �_ FLA E TRE :Oh1 ,- t FLAGa� FL pia iO 6 7. #T. ( ? r CORNER �� --- �� OF (#12 fu � Ou N s LAGS CONC. ON Fa- ,_ .. '-DON N � FLAG � 04'O*nsL), df7 Lli3 't 1 V v vv r cl U :., FLAG FAG,. / °`'a•`.. CJ Bi z sp _ _.N mf- s; C CHAMBER V'tsltarrtc( iij) 1AIR S xtl'pxtacrpl txx n chytoxr yr Aa1a Tc1bIC Falt arChamba ""77 A raal�r"c ,Oj,gac11a9trtltltara hlla7RyeT779 CUFT ILAT19Tati7 Skxrra••..�c Chttaar(�.1 127 IR uFT PUMPSa1+Ax'�EC'T*N Msonlbcuoaa('*11xt.�ber 63 YLINDER(OPTIONAL) 4 101atl voluame 749OUTIEiPIPEJA Ala�a�r)hac'tl+r6�dare Ptl��ksPtli3a 81d Ty ACxx�6d,;a�9'�ctam FillintRAW, 32% A�:T .,tl�t�li ki t /PTa/F?9a" 1^utllpar Ra W 16% pl, 1� FR41e 57% Blower2, a f m LIFT PUMP1'S:ta. Px in s FRP Access C.tav T Plastic/C"xast Iron JF/2"AIRINTAKE rhSixal tnayt aaaroxl CMoljn '�",ahloss T rExNa�E�TaIaN CYLINDER(OPTIONAL) /v 4"'MANHOLE �•^' LOWOPENING GARD TYPE CONTACT MEDIA 'µ SGAC E': 1:30 % DESIGNER: TAO ECIRCULATION DATE: �y ASSEMBLY 02-05-2024 A"0a'J'C MEDIA ER:hTMON ASSEMBLY SEC"riIOIN B—B VIEW N FRT vE,rcryTy, ENGINEERING PC. I'UJP CLEAN CFPA 5 FOR r•. ICTNDAd TU-NGGTH WA,iTFWATrR Up F0 NCO G D DrSfGd FOR 4-E.aFpROC71VP A"xf)GY"GP. f"y [�"(" I (� p''a .UL¢'GYUP.JAfi',Y.nf4FFPY CC?VP'G:.� rO DI"IN TA,LLID UPdP?F_C2.A.LL TCRfATd'vIENT LINH C o,,/k,l�:y, l/7�_� �OV'M I EN�dNEEt'��N�,ry �.,.L,�. RFC, 1"l!L1L Fnd FAif.4kY.7 GN L.E4fir..l..Cr, tECT OAND OR.GRA\/PP.BASE AND F'RC1F°[iF'.IY PiAf`KpTI..[.F'G F`F'!�AAea.NE1P'AC,FURF„„'Cw'. I HOMA� �,-OA"twsPFmNlkAa9�UhV a. A O'DWYER, PE LJSr wlrra AAAC80p,F,OWERAND FUR CLEAN CONTROL PAWL LIC. NO. 094873 JNSTAd.ATMOfq TO BE I'FRFoPAAkfD By F'UJd G'I EA.N AU PIOR ED W5TALLER C.%Y, " PO BOX 1111 START'-UP'AND 5ERWCE FO F3,CFRF'C pWJ'FD BY Ar FujJ "P-ANAUTkIopKZFLJ_tr.YwrJfCPii PKOVIa.)ER CYEVLY, SETAUKET NY 11733 +11 tl I 631-223-8752 h� I �.a /Lax ���� d�Px o L,r1 N ItlI ', I�+ o .. .. infO@homeportengineering.com F`TEaEWDr E P B a l l o I 5/14/2024 _. s i� C" 1 " �' r I "A F i d tl Vr � MEwOF wed w� 7 . i Us`m. d 311 N i,p La`. Fzu,4 1 iM_s'' R� .° E ( IL .� DA 5/16/2024 w 5 o R-24-0185 u ' „ tm 4 T n. ",f V 7 I pp 1 Y P r I M1 "'PAS, a y 1�— C, ...... 12.00118 \ N� O�9 BLUE FLAGa (WA rER TAP?)10-81 � � s� � t. '� � ' 0011 ° 1 ✓ 000 \ ON .- PROP 0. .FOUR(4)3-FOOT F R r,/ „\ ,,, �r^ �,�y 1 � ,may O/ p' LEACHING GALLEYS /� r+Y�''! ✓`' ? °4° ,/^� I N j,4' � ","'«'. O 20'POLYLOK '„ ✓'"" °'" ..✓`"'� "; '." I I \, '"" �. T / DIS0RIRUVr 3 hw F"u�^I E cPANIOaa 0 ✓ \. \ '. � '',�° P a. ...PRCV,PUBLIC+hfds'P:.. Ek.kL.'RIG.S,L.V'RIVtCE •""" '� `" ( ,./'s^ ,, SERVICE v G � \� p PROP N?RIV"=WAY ✓ W ' b1, r WELL \� i V m 1885 POINT \ \ 222.0' a a PLEASANT RD .. 0 �O VK \ \ "\ 259 0' 0 492.0 'V ' N O �, C) CD � �p \ PRu�a tra v� S LAB E rr 3'± PROP. FFE:15'±GAR o kY �+ tom✓✓#0., t' ,,.,.r^"... {'pY, \ CENS PC/a�OWTS 258.0'MA OtD1'4N�"R.L.PANEL.AN ..:.... RES. ._._ _.... .... ....mm..... --.J 1 MAC B'�L.Oh4,'Ei1.ASSEMBLY l' \ \ \ \. PATIO \. �. 'VV'E.1L BYOTHE'RS.- O e 0 ORY \ .... _... _ " \ ST�Ci \ " POes P. oft 0 tsS a \ O TH LI 0 o \ O 8 , N� 60 " Ya; yC7 Generates! by REScheck-Web Software Copliace -Certificate Pr®ject 1995 Point Pleasent Road Energy Code: 2609 IECC: Location: Mattituck,-New York Construction Type: Single-family Project Type: New Construction , Conditioned Floor Area: 2,439 ft2 Glazing Area 33% Climate Zone: 4 (5331 HDD) Permit Date:' Permit Number: All Electric false is Renewable false Has Charger. false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1905 Point Pleasant Road John Black DAVID TURNER Mattituck,New York 11791.. 1995 Point Pleaseant Road DAVID TURNER ARCHITECT, P.0 Mattituck,New York 11791, 366 West.30th:Street Jblack@eagleprocessing.com First Floor NEW YORK;NY 10001 9119169451.. davidtumn!r@verizon,net Compliance: Passes using UA trade-off Compliance: 21.3°/.getter Than Code Maximum UA: 1125 Your UA: 878" The%.Betteror Worse Than Code Index reflects.how.close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy.use or cost relative to a minimum-code home: Slab=ori-grade tradeoffs.are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade_ . assembly in the.specified climate zone must meet the minimum_energy code insulation R-value and-depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Perimeter Ceiling 1:'Flat Ceiling or Scissor Truss .2,000. 0.0 40.0 . 0.024 0:030 48. 60 Ceiling: Cathedral Ceiling 806 0.0 40.0 0.024 0.030 19 24 Wall:Wood Frame, 16"D.C. 4,500 0.0 20.0 0.041 0.082 123 246 .Door:Glass Door(over 50%glazing) 600 . 0.280 0:350' 168 210 Window:Wood.Frame 900 0.280 0.350 252 315 Floor:Slab-On-Grade(Unheated) Insulation depth:4.0' 150 40.0 0.636 0.767 0 0 Insulation position::No Insulation Project Title: 1955.Point Pleasent.Road Re.port,date: 06/13/24 Data filename: Page 1 of 7 r 4f Gross Area Cavity Cont. Prop. Perimeter Basement Wall: Solid Concrete or Masonry Wall height:8.0' 4,400 0.0 28.0 0.061 0.059 268, 260 Depth below grade: 7.0' Insulation depth:4.0' compliance Statement: Theproposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has signed to eet the 2009 IECC requirements in REScheck Version—ROESSccheck-Web and to comply with the mandatory requir ents listed in t 11EScheck In specti. Checklist. �- Name-Title Signature Date Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 2 of 7 J REScheck Software Version : REScheck-Web Inspection Checklist Energy Code:- 2009 EECC Requirements: 50:0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is.provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section. Plans Verified Field Verified._ # Pre:Inspection/Plan Review Complies? 'Comments/Assumptions & Req.ID Value Value' 103.2 ;Construction drawings and I ❑Complies [PRl]1 ;.documentation demonstrate 4 ❑Does Not energycode compliance for the P 4 []Not Observable ;building envelope. ; ❑Not Applicable 103.2, ;Construction drawings and { • . :,❑Complies :Requirement will be met. 403.7 documentation demonstrate ❑Does Not [PR3]1 energy code compliance for ;❑Not Observable ;lighting and mechanical systems. Systems serving.multiple - :,❑Not Applicable, . ;.dwelling units must demonstrate. compliance with the commercial 11. ,node. C . 403.6 ;Heating and cooling equipment is. Heating: Heating: ;❑Complies ;Requirement will be met. [PR2]2 sized per ACCA Manual 5 based. Btu/hr Btu/hr. ;❑Does Not V on loads per ACCA Manual j or. Cooling: Cooling: .❑Not Observable ; other approved methods: Btu/hr Btu/hr • ,❑Not Applicable..;. Additional:Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project'ritle: 1995 Point PIeasent:Road Report date: 06/13/24 Data filename: Page-3 of 7. `1 Section P9ans Verified Field Verified #.. Foundation Inspec$i®n Complies? Comme:nts/Assurnptions- &Req.l® Value Value . 402.1.1 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [F011l ❑ Unheated ❑ Unheated ;❑Does Not ;table for values. ❑ Heated '❑ Heated ;❑Not Observable El Not Applicable 303.2, 'Slab edge insulation installed per :' I❑Complies 402.2.8 'manufacturer's instructions. } ❑Does Not [F0211 '❑Not Observable ❑Not Applicable 402.1.1 ;Slab edge insulation _ft ft ❑Complies ;See the Envelope Assemblies [F03]1 ;depth/length. ;❑Does Not table for values. 'e i❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- I R- ;❑Complies See the Envelope Assemblies [F0411 insulation R-value.Where interior '❑ ;table for values. insulation is used,verification Does Not v ❑Not Observable may need to occur during `Insulation Inspection. Not tlNot Applicable } ;required in warm-humid locations: !in Climate Zone 3. 303.2 Conditioned basement wall '❑Complies [F0511 }insulation installed.per i❑Does Not manufacturer's instructions. }- ❑Not Observable ❑Not Applicable 402.2.7 ;Conditioned basement-wall ; ft ft !❑Complies ;See the Envelope Assemblies [F0611 insulation depth of burial or ;❑Does Not ;table for-values. distance from top of wall. } ❑Not Observable }❑Not Applicable 303-.2.1 'A protective covering is installed ❑Complies - [F011]2 ;to.protect exposed exterior t ❑Does Not } u :insulation and extends.a 1 ❑Not Observable minimum of 6 in. below grade. ; } ;❑Not Applicable ------------------- 403.8 :Snow-and ice-melting system ❑Complies Exception:Requirement is [FO12]2 controls installed. ❑Does Not not applicable. pj, k ❑Not Observable .,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3:1 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date_ : 06/13/24 Data filename: Page 4 of 7 / Secti®n Plans Verified Field Verified # . Framing/kough-in.inspection Complies? ComMents/Assumptions & iteq.BD Value Value 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, ' ;❑Not Observable 402.5 402.5 . ❑Not Applicable 303.1.3 U-factors of fenestration products} ❑Complies [FR4]1 �are determined in accordance, '❑Does Not 8 :with the NFRC test procedure or :taken'fr i ❑Not Observableom the default table. ❑Not Applicable ; 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting I ❑Does Not A :AAMA/WDMA/CSA 101A.S.2/A440 �.. ❑Not Observable or has infiltration rates per NFRC I.:. 400 that do not exceed code ❑Not Applicable limits.. { . 402.4.5- -IC-rated recessed lighting fixtures}'.: .❑Complies [FR16]? %sealed at.housing/inferior finish ❑Does Not ;and labeled to indicate s2.0.cfm ❑Not Observable 114 'leakage at 75 Pa. - i ': ;❑Not Applicable. 403.2.1 :Supply ducts in attics are ; R-: ; R- ❑Complies .Exceptlon:.Ducts located [FR12]1 insulated to aR-8.All other ducts R- i R- C]Does.Not completely.inside the in unconditioned spaces or ;building envelope. g� !outside the building envelope are; _ '❑Not Observable . ;insulated to.aR-6. ;❑Not Applicable ; 403.2.2 .'All joints and seams of air ducts, s. ��.- •:; - Complies Require ment will be met [FR13]1 lair handlers,filter boxes,and :- ?..- . El Does Not ;building cavities used as return ❑Not Observable ducts.are sealed.to ;❑Not Applicable 403.2.3 .-ii Building'cavities are not used for j ;❑Complies Requirement will be met. [FR15]3 'supply ducts. �. . ;❑Does Not ❑Not Observable j, ❑Not Applicable 403.3 .HVAC piping conveying fluids R- ; Rm- ;❑Complies ;.Exception:Requirement is [FR17]2 above 105°F or chilled fluids ;❑Does Not ;not applicable. U below 55°F are insulated to zR- ;❑Not Observable ; 3. L❑Not Applicable' 403.4 Circulating service hot water ; R- R- _ ;❑Complies ;Requirement will be met. [FR18]2 'pipes are insulated to R=2. . ' —]Do .J ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are 20coimplies [FR19]2 installed.on all outdoor air ❑Does Not U intakes and exhausts. i❑Not Observable ❑Not Applicable Additional Conotnents/Assumptions: 1 .High Impact(Tier 1) 2 Medium Impact(Tier 2) --3_1 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data-filename: Page 5 of 7 sedtl®n Plans Verifies! Fielsl Verifiesd. #. Bnsulatior� Inspecti®n Complies2 Corriments/Assumpti®ns; Si 63esg_R® Value Value 303.1 All installed insulation is labeled ❑Complies [IN13)2 or the installed R-values -❑Does Not J• provided. ( . ❑Not Observable i;❑Not Applicable 402.1.1 ;Wall insulation R-value.If thia'IS a' R- ; R--� ;❑Complies See the Envelope Assemblies 402.2.4, 'mass wall with at least'/z of the ❑ Wood. ;❑ Wood ❑Does Not :table for values. 462.2.5 ;wall insulation on the wall I❑ Mass ;'❑ Mass ❑Not Observable [IN3)1 ;exterior,the exterior insulation tee Steel g requirement applies. ❑ Steel ❑ ;❑Not Applicable 303.2 ;Wall insulation is installed per, { ❑Complies [IN4)1 �manufacturer's instructions. y ❑Does Not f ❑Not Observable ❑Not Applicable Addltlmnall Com' ments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 6 of 7 Section . Plans Verified Piet¢I VePiffieiJi #: IFinai insgiecti®n.Pr®visions ComjaBies?. Comrvoents/Assurripti®ns. & Req.ID _ Value :Va ue 402.1.1,.l;Ceiling.insulation R-value.Where.' R- R '❑Complies ;See the Envelope Assemblies 402.2.1, >R-30 is required, R-30 can be ;r! Wood j❑ .Wood �❑Does Not table for values.. 402.2.2 ;used if insulation is not Steel Steel [Fill' compressed at eaves._R-30 may ;❑Not.Observable be used for 500 ft2 or20% tE]Not Applicable j (whichever is less)where j ;_sufficient space is,not available. . ! 303.1:1.1,:Ceiling insulation installed per' ;❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every f' l®l 300 ft?• b El Not Observable ; � -;❑Not Applicable, ; 402.2.3. ;Attic access'hatch and door i R= R- :❑Complies - [FI311 insulation>R--value of the TIDoes Not adjacent assembly. U ❑Not Observable t❑Not Applicable 402.4.2,. :Building envelope tightness ACH 56= ACH 50 = ClComplies 402.4:2.1 verified by blower door test result ;❑Does Note [FI17]1 of.'<TACH at 50,Pa.:This I❑N Observable U. regwrement.may instead-be met ;via visual inspection,in.which ❑NotO pp icable ;case verification may need to C occur during Insulation jinspection. 403.2.2 Post construction duct tightness cfm cfm ❑Complies. •,Exception:All ducts and air [FI4]1 :test result'of s8 cfm to outdoors, ElDoes Not. :handlers are located within or:'532 cfm across systems:Or, conditioned space. rough-in test result-of.:56 cfm . ❑Not Observable ; across systems Or s4 cfm ;❑Not Applicable without.air-handler:Rough-in test :verification may need to occur during:Framing Inspection.. 403:1.1' Programmable thermostats. Complies Requirement will be met. ' {F[9]2_; _ ..installed on forced air furnaces. ❑Does Not J_'° �•' :: •-.,:: : ''' ` ' ❑Not Observable +V _ ;❑Not Applicable. 403.1.2:, 'Heat pump thermostat installed ❑Complies.: Requirement will be met. [FI10 ' 12,. .. !on heat pumps: '1,: ..: > ,ODoes Not . ❑Not Observable ❑Not Applicable 403:4 Circulating service hot water Complies. Requirement will be met. [Fill] jsystems have.automaticor ❑Does Not - - '.,,;accessible manual controls.. ' , • . :❑Not.Observable , i❑N ! ... . . ot.Applicable 404.1 50%of.lainps in permanent. omplie5 Requirement-will C it . [FI6]? fztures are high efficacy lamps. t . ;Does Not r ement w'I be met j ❑Not.Observable .: ❑Not Applicable . 401.3 ,Compliance certificate posted. ; '. ❑Complies [FI7]? ❑Does Not ' ❑Not Observable.:' ❑Not Applicable 303.3::.',',:1 Man ufacturer.manuals for ,❑Complies. ;Requirement will be met. '. [FI18�] 3•_�•_',mechanical and water heating - � ��❑Does Not ; equipment have been.provided. J : :❑Not Observable,,, . ._ ❑Not Applicable Addit6®nel Corhments/Assumptions: 1 J.High Impact(Tier,l) =2 Medium.lmpact(Tier 2). . . ::3:1 Low Impact(Tier 3) Project.Title: 1995 Point PleasentRoad Report date: 06/13/24 Data filename: Page 7 of 7 2009 HECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Bel6W-Grade Wall 28.00 Floor 40.00 Ceiling/Roof 40.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window Door 0.28 CoolingHeating & lieating. y :$ 'stem Cooling Systeme' Water.Heater: Name.. Date: Comments DAVID TURNER. ARCHITECT, P. C . 8-12-24 Southold Department of Buildings 1995 Point Pleasant Road Mattituck, NY 1). Snow load 20 PSF 2). Square footage Cellar 1,859 SF First Floor 1,859 sf Second Floor 765 SF Garage 514 SF Total area 4,997 sf Si rel David Turner RA 16162 366 WEST 30TH STREET, FIRST FLOOR • NEW YORK, N.Y. 10001 PHONE: (212) 594-0840 • i+ 1 r • �1'1' IH /�„/ �op�� yI,\I yI,\I X 1 I ���� 1I I �� I I 1��/ J OPq� /\ A-100.00 SITE PLAN � \ A-101.00 CELLAR � FIRST FLOOR PLANS A-102.00 SECOND FLOOR PLAN 6 � WINDOW SCHEDULE A-103.00 ROOF PLAN A-104.00 ELEVATIONS 19' � A-105.00 ELEVATIONS i5,71 A-106.00 FOUNDATION PLAN PROP051=D �R�VEV` Y �� \/` A-10-7.00 FLOOR FRAMING PLANS PROP05ED 51NGLE A-108.00 ROOF FRAMING PLAN FAMILY RE5IDENGE A-101.00 DECK FRAMING � STAIR DETAILS / \ A-I10.00 GROSS SECTION $ DETAIL \ PATIO \ A-I11.00 BUILDING SECTION 3 5 / A-112.00 WALL SEGTI ONS / A-113.00 MISG ,DETAILS / A-114.00 MIS(:,' DETAILS A-115.00 GENERAL-NOTES A-116.00 PLUMSI NG S� r�'-IA / WETLANDS- Vr DAVID TURNER ARCHITECT, P.C. 0 lv 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 q—j) q��JO \ � 0) U� (212)594-0840 U / �\Q��1 / 1JU PROJECT d \1 �J �rY J e 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. WETLANDS �Q � +10'-0" FROM LOT LINE SHEET �w= SITE PLAN T SITE FLAN v Uo "5CALE I 40-0 t , ' " DATE: I-4-24 AREA S� / j°\ A � Qe��,t, PROJECT No:r�f,� DRAWING BY: LOT AREA : &Ball 5G FT / /f d `1► BUILDING AREA I FAMILY :24511 50 FT + ;a, CHKBY: GARAGE 550 SQ FT = 2c{Sl�f 50 FT �� � � DWG No: �; LOT COVERAGE 2558 SQ FT ( B.& %) � A- 1 00 - 00 WETLANDS : 4000 Sa FT + SGTM 1000-I 14-01-1.1 �''s'�r .`C`r� CAD FILE No: IOFII I L EOENZ� NEW EXTERIOR FRAME WALL5. 2" X 6" 16" 00. WITH 5/4" PLYWOOD SHEATHING R-20 MINIMUM INSULATION WITH EITHER "ROCKWOOL" 6.5" R-25 OR 5" OF CLOSED CELL SPRAY FOAM INSULATION. a � ® NEW INTERIOR PARTITIONS— 2" x 4" WOOD STUDS 16" O.0 WITH 1/2" WALLBOARD EACH SIDE CELLAR TO REMAIN UNFINISHED 0 NOTES PREFAB FIREPLACE F21 SUPERIOR DRT 2000 DIRECT VENT (5A5 FIRE PLACE (WOODLAND DIRECT) I 1 10 O O O O i UP I I _ PREFAB FIREPLACE - I 0 I , 1 I5 Ib 15 16 17 I riFL LAR FLAN - C-10ININ& SCALE 1/8"= 1'-0" 4'-6" LIBRARY 1 2 ry o r PANTRY N 33' 12 O DAVID TURNER ARCHITECT, P.C. GREAT ROOM _ MASTER 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 GL. GL. GL. m WA5H ® (212)594-0840 12 - ROOM O ' PROJECT 0 O O u� w_c 14' GARAGE °O o KITGHEN _ - 1995 POINT PLEASANT ROAD 25' r- nN MATTITUCK, N.Y. ml I r-----� — ---� MASTER I I I IELAUNDRy- ❑ �'-2" CL —� r— BED ROOM SHEET I I I I — '-6" GL I L_—J CELLAR & FIRST FLOOR PLANS I I I I I I I I t j FOYER 21' '` I I I UP m J DATE: 1-4-24 O > > UP i O � PROJECT No: t 41' I DRAWING BY: I I k`�• ~� CHK BY: FIRST FLOOR PLAN i o 0 0 0 0 o i 40'-r' �;,{ D j w9 {� WG No: t SCALE 1/8"= I'—O" A - 101 . 00 L——————————————— I I —_____j �r� tir 'C�h� CAD FILE No: UP 2 OF 17 DOOR WINDOW 5GHEDULE 0 QTY 51ZE TYPE FIN15H 5PEOIFIOATION REMARKS DECK 0'-6" 70FE O / 0 ® x?'-2" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC,CASEMENT pk-556,U FACTOR 02a \ / SHGG = 0.26 2 I '7'-4"x�'-2" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 X SHGG =0.26 3 I T-4"x?'-z" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC,CASEMENT pk-358,U FACTOR 0.28 BEDROOM I BEDROOM 2 / \ 5HGG = 026 4 I 3'-11"x 4'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-356,U FACTOR 0.28 _� ® �I 5HGG = 026 N 2' 12 5 1 3'-II"x 4'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 028 ® / \ SHGG= 026 t}. b I 5'-b"x 4'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC,CASEMENT pk-356,U FACTOR 0.27 GL sHGc= o.za � — DN ALUMINUM CLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.51 1 6'-O"x 1'-4" SLIDING SHGG = 024 r 8 I b'-0"x 7'-4" SLIDING ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.51 I \ / SHGG = 024 x 6'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-356,U FACTOR 025 O�—��TIwOI SHGG =0.28 -q„ m `L 10 5'-II"x b'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 025 \ SHGG= 0.28 II 1 5'-0"x b'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 SHGG = 02b 12 1 6'-O"x 1'-4" HINGE DOOR ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 O SHGG = 022 - 13 I 6'-O"x'7'-4" HINGE DOOR ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 SHGG= 022 14 1 2'-b"x 6'-6" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 025 SHGG = 0.28 15 I 2'-6"x 6'-b" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 FR®F®SED 5E�0N� FLOOR FLAN SHGG = 0.28 x b'-6" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 SOAL.E 1/5"= I'-C" SHGC=0.25 1'7 1 2'-6"x b'-6" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC,CASEMENT pk-358,U FACTOR 025 SHGG = 0.2b DAVID TURNER ARCHITECT, P.C. IS I 2'-6"x b'-6" CASEMENT ALUMINUM CLAD WOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 SHGG = O2a 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 19 I 5'-3"x 5'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 (212)594-0840 SHGG=0.26 20 1 5'-3"x 5'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.2b SHGG = 0.26 PROJECT 21 1 4'-11"x 2'-0.. CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 Stier, = 0.26 1995 POINT PLEASANT ROAD 22 MATTITUCK, N.Y. 25 1 '7'-0"x b'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.2-7 SHGG = 0.5 24 2 2'-II"x 2'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 SHEET SHGG = 028 SECOND FLOOR PLAN 25 WINDOW SCHEDULE � 26 2f DATE: - -2 28 I 6'-0"x-7'-0" HINGED ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U!FA70P- 0.25 SHGG = 0.28 � fi� �� PROJECT No: SIERRA PACIFIC CASEMENT k 358,U0 28 2-1 I 8'-O"x T'-6" OVERHEAD ALUMINUM GLAD WOOD ALUMINUM GLAD P - DRAWING BY: SHGG = 028 Q� SO I 8'-O"x'7'-6" OVERHEAD ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-356,U026 a r V b� CHK BY: SHGG= 0.28 ,w' DWG No: NOTE. :'A A- 1 02 . 00 � GONTRAGTOR TO VERIFY W I NDOWS DEEORE FRAM I NCG CAD FILE No: 5 OF I-7 t t . DEG1G SOVE FLAT . t . t . + DAVID TURNER ARCHITECT, P.C. ♦ ♦ ♦ 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. SHEET ROOF FLAN ROOF PLAN SCALE 8"= I'-O" AREA, ROOF AREA : .5,400 50 FT DATE: 1-4-24 ' ABC PROJECT No: DRAWING BY: CHK BY: DWG No: Or rt:i" tk f8i A- 1 03 . 00 �r`IV- I' CAD FILE No: 4 OF I-7 I 1 I O m ❑ ❑ Ell F FRONT ELE\/ATION -----J SCALE 1/8"= 1'-0" 2 DAVID TURNER ARCHITECT, P.C. 1 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD ❑❑ = MATTITUCK, N.Y. O a SHEET m ELEVATIONS DATE: 1-4-24 0°r ; PROJECT No: ,j DRAWING BY: Ffl CHK BY: DWG No: A- 1 04 . 00 LEFT 5I1�)E ELE\/ATION 7�s�i�Aa->t . CAD FILE No: 5 OF 1-7. SCALE 1/5"= 1'-0" o m Ell BACiG SIDE EI.E\/ATION 50ALE s"= 1'-0" DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. 0 SHEET ELEVATIONS ❑ DATE: 1-4-24 PROJECT No: DRAWING BY: CHK BY: L-11 Hu A- mr t DWG No: T-F ,�, A- 1 05 - 00 RIOHT SIDE ELE\/ATION �����,� ' CAD FILE No: 6 OF 1-1 50ALE 8"= 1'-0" 12" 4"CONCRETE SLAB �� OO OO OO O OO NU WIRE MESH 4'DEEP 50NO TUBE 12" FOOTING FOR COLUMNS • / ° \ 8"GRAVEL O '—Fl i DETAIL G 1 - --------a-- ————— I L------ ---- N _ lob DETAIL D f•' — ——— - I c0 z I ,-- ------ ----L— I _ � - 1 1 -- — - I I ❑° I I [� ALIGN I O d) 4°CONCRETE SLAB NV W H IRE ME5 Z F-,— l l 1 ° I 2 tQ RODS. ALIGN COLUMNS I I — I N I I O 1 L—J L�_J L 20'-8" 2' 8"GRAVEL zz DETAIL A FOUNDATION (CELLAR EXTENSION) L--------j L -------J r I---------- --� -- --------------J I .. I 1 d. - I --------- --- ------- ------� � ————— ---- 1 I 1 L-------- MODIFY FOUNDATION HEIGHT I I I I FOR GARAGE DOORS ——————————————° I EGRESS WINDOW 41' ' a 1 Ib'-6" I DAVID TURNER ARCHITECT, P.C. I FOUNDATION PLAN I L-- r--- r--J I W/WIRE MESH `8 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 SCALE 1/8"= I'-O" a O O L————————1 O, fJ L——————J O '�" I N (212)594-0840 CAST IN PLACE CONGRETE -------------------J ..•o ;o — PROJECT I. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AGI BUILDING CODE,AGI 515, 1995 POINT PLEASANT ROAD LATEST EDITION,AND THE NEW YORK STATE BUILDING CODE. DETAILS SHALL BE IN ACCORDANCE WITH AGI-515,LATEST EDITION.. 5"GRAVEL OI 2 O RODS 2. ALL CONCRETE FOR CAST IN PLACE WORK SHALL BE STONE CONCRETE WITH A MINIMUM 28 MATTITUCK, N.Y. DAY COMPRESSIVE STRENGTH OF 4000 P51. 5. ALL CONCRETE FOR SLABS ON GRADE SHALL BE STONE CONCRETE WITH A 25 DAY I II SHEET COMPRESSIVE STRENGTH OF 4000 PSI. 4. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH I LAYER OF 6"X 6"-#10 WWF LOCATED DETAIL B FOUNDATION (2 STORY EXTENSION) FOUNDATION PLAN 5/4" FROM TOP OF FINISHED SLAB ELEVATION. SCALE.N.T.S. 5. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE w ENGINEER. 10. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO 1/4 INCH (b. ALL REQUIREMENTS FOR BATGHING,MIXING,FINISHING,CURING ETC. SHALL BE A5 PER AGI AMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO AGI DATE: 1-4-24 RECOMMENDATIONS. 501. PROJECT No: II. CONTRACTOR SHALL NOT USE VERTICAL CONSTRUCTION JOINTS IN WALLS WITHOUT PRIOR ^ D r Csy •T. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE &0. APPROVAL OF ENGINEER,AND NOT WITHIN 6 FEET OF ANY COLUMN LINE OR WALL OPENING p ? �eQ� �� DRAWING BY: FOR FOUNDATION WALLS. 5. ALL WELDED WIRE FABRIC SHALL CONFORM TO A57M A-155. CHK BY: 12. CONTRACTOR SHALL NOT USE HORIZONTAL CONSTRUCTION JOINTS IN BEAMS,WALL5,OR DWG No: 4. MINIMUM CLEAR CONCRETE COVER SHALL BE: 5/4 INCH FOR SLABS; 1-1/2 INCHES FOR SLABS WITHOUT PRIOR APPROVAL OF ENGINEER. �' r'� WALLS; 1-1/2 INCHES FOR BEAMS AND COLUMNS;2 INCHES FOR ALL CONCRETE EXPOSED TO WEATHER OR EARTH;5 INCHES FOR ALL CONCRETE CAST AGAINST EARTH;AND 4 INCHES 15. CONTRACTOR SHALL PROVIDE REINFORCING STEEL ERECTOR WITH A SET OF STRUCTURAL 1�•a A- 106 . 00 R FO ALL CONCRETE PLACED AGAINST PERMANENT SHEETING. THESE DIMENSIONS ARE PLANS FOR FIELD USE. TYPICAL,UNLE55 OTHERWI5E NOTED ON PLANS AND DETAILS. ��Q imea 14. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS,PIPE �Cf1�C1f11J� CAD FILE No: SLEEVES,CURBS,ETC. A5 REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. -7 OF 1-I 2" X 8" (P24" G 5" X 16- SLU-LAM(15' SPAN WITH 12" BEARING) I I I I I t — — — 5" X 16. _ _ _ — _ _ 2(2" X 12"9 HEADERS W/ SLU-LAM 2" X 6" g 16" OO INSERT STAIR BETWEEN HEADERS O a ° ° ° O d Q ° O — — — — — — m HEADER TO REST ON PARTITION BELOW Q ° 2" X 12" @ 16" OG 4 1 d d2" X 12" @ 16" OOQ 2" X12" @I6" G ----- ----- --------- SEGONI�) FLOOR FRAM I NO FLAN --- --------------- --- ------------- ----------- SCALE 1/8"= 1'-0" --- --------------- - ------------- ------------- ------- --- --------------- -- -------------- ------------- ------- I --- --------------- ----------------- ----- SX IS---- ------- I I I 2-2XI2" HEADER _ ------- ---_ -- - -_- --- _ -- DAVID TURNER ARCHITECT, P.C. --_____—_____— __--_- ________ I I 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 — -- _-- 2-2XI2_HeADER- ------ (212)594-0840 ---------—-— -—-—-—-—-—-—-—-— ------------- -—-—-—- PROJECT --_-_----_-_ --__—_---_—_ _ -- -—-_ 1995 POINT PLEASANT ROAD --------------- ----------- ----- - — ------- MATTITUCK, N.Y. 2-2XI2" HEADER --------------- ------------- - ---------- ------- SHEET o --------------- ------------- ------------ ------- FLOOR FRAMING PLANS ------------- DATE: 1-4-24K��1 �Fg PROJECT No: FIRST FLOOR FF A I NO PLAN DRAWING BY: SGALE 1/8"= I'-V CHKBY: y DWG No: 4o A- 1 07 . 00 � CAD FILE No: 5 OF 1-7 2-(2"x 10") _ 2"xa" WOOD JOISTS (g) 24" O.G. LLH 1 ---------- 1 j I j -----------_- ------------ II, II, II, I � "- - -t�-_-_---"---- --- ________ "-_______- -___-__-_ _ -- - - - I I ---T---------- 2"xl2" WOOD JOISTS 9 24" O.G. -- --------- I I I I I I I I I I I I I I I 1 I I I I I I I I I �I I I , -- --------"--i ----------1--------=- I 1 II I I I I I I I I I I I _-_-_-_-_-i I I I I I I I I I I I 1 2" X 12" RIDGE 2"x 12" WOOD I I 2"x 5" WOOD JOISTS @ 24" O.G. L————— --I-- — DAVID TURNER ARCHITECT, P.C. J0I5T5 @ 24" O.G. ————J 2"xl2" WOOD JOISTS 24' O.G. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 (212)594-0840 2" X 12" RIDGE PROJECT 2"x12" WOOD JOISTS ® 24" O.G. 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. ROOF FRA I NCB PLAN SHEET 5r.ALE I/8"= 1'-0" ROOF FRAMING PLAN DATE: I-4-24 Aj� r (1 PROJECT No: DRAWING BY: CHK BY: %{ DWG No: lei A- 1 08 - 00 CAD FILE No: Q OF 17 POST OAK TREADS WITH O _ I" NOSING (STAIN) b " I " THK. 15 T 9 IO" — \ YELLOW PINE + `.� RISER ( FAINT + GRADE ) �— YELLOW PINE \ STRINGER ( FAINT GRADE ) 1 4" THK. \\ d \-0 TREAD-RISER ELEVATION II STAIR SECTION x &" JOISTS 5/4" X 6" 24" O.G-------- WOOD DECK PLANKS METAL JOIST HANGER NEW 2"x&" P.T. BOLTED TOGETHER WITH 1/2" BOLTS @)24"O.G. 4" x 4"POST METAL BASE HOLDER OR WOOD POST DAVI D TURNER ARCHITECT, P.C. - F "'�:?� ��' `::•�� 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 �� GRADE LINE (212)594-0840 2(2" X 12") PROPOSED HANDRAIL y' PROJECT ''`' ,—� - - -+- -- - -- -+- - - -- - - 1995 POINT PLEASANT ROAD -'— ' MATTITUCK, N.Y. I I I I I �� WOOD DECK PLANKS - �.;.: , o . '�:•�::is+:j I . I I I I I I 11I I TS O SHEETI I I I I I I SUPPORTED BY 4" II SLEEPERS OVER JO EXISTING ROOF I I I I I DECK FRAMING & STAIR DETAILS NEW GONG. BASE I I I I I FOOTING FOR NEW WOOD P05T I I I I I }J4-1-4-4-- 4-4-4--4 DATE: `T-2 I—2 2 X 8" � q PROJECT No: WOOD LEDGER ' j� DRAWING BY: HK BY: DWG No: A- 1 09 . 00 SECTION A THRU DECK A- DECK FRAMING PLAN CAD FILE No: NT5 A-I SCALE I/4"= I'-O" I Q OF I, • .2"x5" (p 45" O.G. 5" x 16" 61-U-LAM 2xl5 0 5" x 16" 6LU-LAM 4" LALLY COL x 15 �Mmm 4MM Lu 4" LALLY COL 4" LALLY 00L 4" LALLY COL 4" LALLY COL L Ll LL[ 11 11 ll�Tim r 1 '.1 . 11 1 - I ge m�11 wa= k'�11 k�"lmlw M M L r-,R055 5ECTION 141�I Ir-"lum w" mm-ma"I 50ALE 1/8"= 1'-0" DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 WALL STUD PROJECT END 12" 1995 POINT PLEASANT ROAD LENGTH 5/8"DIA.x 12" MATTITUCK, N.Y. ANCHOR"J"BOLT @ 48"o.c. (MIN.7-EMBEDMENT) SHEET CROSS SECTION & DETAIL GALV.METAL STRAP @ 16'O.C. ATTACHED W/(3) 8d NAILS AT BOTH ENDS 4 DATE: 1-4-24 PROJECT No: (2)2x6 A.C.Q. 4 SILL PLATE TFRAWING BY: CHK BY: FOUNDATION WALL ifDWG No: ,, o, qR., , GARAGE STRAPPING DETAIL 4 A- 1100 0 @ SCALE:N.T.S. CAD FILE No: I I OF 1-7 0 0 0 0 0 0 0 MIN. 20 GA. COIL = STRAP FRAMED OPENING FOR 2" NEW WINDOW(OR EXTERIOR DOOR) I— N, _ --11�1 - -1— T 1 —111— —I 1113, 1=1 u 1 fJl=1 I .': I ii n i rii u i i GROSS SECTION Fl Mm lil�I — —T�— — —u nl— II I� T-- = j li_li — .::111 "" E UM 1 IFFI �iIlur—ii iuu a n—in—ii u u u=u a in—n—ii n ii—n a DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH'STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 DBL.WALL ®� STUD ®� PROJECT ccGALV. METAL TIE-DOWN 1995 POINT PLEASANT ROAD SIMPSON HDU HOLDOWN W/ SSTB16 BASE PLATE ® MATTITUCK, N.Y. ANCHOR BOLT ®� HEADER STRAPPING DETAIL SHEET SCALE:N.T.S. CROSS SECTION & DETAIL e DATE: 1-4-24 lt" ^y � PROJECT No: .l ° �1EJ H� � WING BY: GALV. METAL TIE-DOWN W/IN 32" I' s' ' CHK BY: X1 � � OF EACH CORNER OF STRUCTURE � 4 ;:_;"� DWG No: MODEL"HDU2"BY SIMPSON STRONG TIE ,\ ➢% A- 1 11 . 00 CAD FILE No: 12 OF 1-7 5" OPEN CELL SPRAY-ON INSULATION (R-40). OR Kraft R-55 (12.5") ED (R-40). ASPHALT SHINGLE ROOFING ' 515" PLYWOOD SHEATHING 5/8" SHEETROGK 2"xl2" ROOF RAFTERS o 24" O.G. ROCKWOOL R-25 5 I/2" BATT OR 5" CLOSED CELL INSULATION R-20 O WOOD SIDING W./BUILDI FELT 5/5" PLYWOOD SHEA THING 4'-0" 2" x 6" 16' O.G. CONTINUOUS METAL FLASHING 2-2" x 6" PLATE 12" GONG. FOUNDATION 11949 p 77 4" CONCRETE SLAB W/# 10 WM m O 5" GRAVEL to RIGID INSULATION (4' DEEP) GUTTER 5/8" SHEETROGK t_ _ p PLACE (12" X 24") O ' CONCRETE FOOTING (5,500 FBI) 1- ON UNDISTURBED 501L WOOD SIDING W./ BUILDING FELT # 4 CONTINUOUS REBARS 2.-0 ALIGN IN DEPTH THIS FOOTING WITH 5/5" PLYWOOD SHEATHING THE FOOTING FOR THE EXISTING RESIDENCE 2" x 6" g 16" O.G. 5/8" WOOD FLOORING CONTINUOUS ON 3/4 PLYWOOD SUBFLOOR TYF I GAL. SEAT I ON METAL FLASHING 2-2" x 6" PLATE NOT TO SCALE DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 12" GONG. BLOCK FILL SOLID W/GONG. (212)594-0840 FAX(212)594-1530 PROJECT 1995 POINT PLEASANT ROAD RIGID INSULATION - Q MATTITUCK, N.Y. O SHEET i t- WALL SECTIONS •• '.; SEAL A DATE: 1-4-24 9 4" CONCRETE SLAB �r � PROJECT No: W/ # 10 WM BY: .i# 4 CONTINUOUS 8" GRAVEL ` KBY: KEBABS 2'-O" G No: PCONCRETE LACE (12" X 24") 500 P51) ::�I3 A 112.00T"/FICAL SECTION ON UNDISTURBED SOIL NOT TO SCALE �~ '�f '� CAD FILE No: MODEL"MSC4"USE 10-16D NAILS ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL"CS20" RIDGE&26-10D NAILS TO VALLEY ATTACHED W/(4) RAFTERS AS PER MGF. 8d NAILS MIN.ATE 16"� SPECIFICATIONS � RAFTER CONNECTOR l 0 0 BOTH ENDS 0° o 0 16" 0 0 0 @ 16"O.C. 00 0 01.1 o RIDGE .° o° ROOF RAFTER /° ° MODEL"H2A" l ° ° DOUBLE o I RIDGE o ° RIDGE o _o TOP PLATE o I VALLEY RAFTER 0 O I Q o O ° o 0 7 0 (@ CATH'L CLGS.) c c 0 WALL STUD ° o LSU26-(2x6), 0 VALLEY RAFTER . 0 LSSU28(2x8,2x10&2x12) 0 0 0 NOTE:THIS DETAIL IS UTILIZED WHEN WALL STUDS ALIGN DIRECTLY ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ARE NOT ALIGNED, USE CONNECTORS IN DETAIL"S2"&"T"ON THIS PAGE RAFTER-TO-TOP PLATE TO STUD CONNECTION @ 16"OC RAFTER-TO-RAFTER VALLEY RAFTER-TO-RIDGE S WHEN STUDS ALIGN WITH RAFTERS CONNECTION TYP. @ EACH RAFTER CONNECTION TYP. MODEL "H2A" BY SIMPSON STRONG TIE MODEL "GS"$ "L5U" BY SIMPSON 5TRONG TIE MODEL "M5G" BY 51MP50N 57RONG TIE DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD kA �� MATTITUCK, N.Y. H2, SHEET H2,5A MT MTS MISC DETAILS MTS .o MTS DATE: PROJECT No: o' ':.o: 3S ►�JiD �'y►jG�� DRAWING BY: MTSJ ' "Jy CHKBY: 1: NOT TO 5GALE y DWG No: A 113 . 00 H25A K TH T TES HD AN� O •rs, NOT TO SCALE =^"» CAD FILE No: 14 OF 11 NA I L I NCB .5GHEDULE GONNEGTION NAILING I. J015T TO SILL OR GIRDER,TOENAIL 5-8d 2. BRIDGING TO JOIST,TOENAIL EACH END 2-8d H 1 6H W 1 �I� STRAF I NO AN� CONNEGT� � 5. P X 6" 5UBFLOOR OR LE55 TO JOIST,FACE NAIL 2-8d I r 4. WIDER THAN P X b" 5UBFLOOR TO EACH JOIST,FACE NAIL 5-8d THESE DETAILS HAVE BEEN DESIGNED IN GONFORMANGE WITH THE "WOOD FRAME CONSTRUCTION MANUAL (ANSI/AFI$PA WFGM -2015)" ° 5. 2" 5UBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-I6d WIND SPEED OF ISO MPH ° II SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL Ibd (g 16" O.G. ° SOLE PLATE TO JOIST OR BLOCKING,a BRACED WALL PANELS 5-1111 PER 16" 0 "I. TOP PLATE TO STUD AND NAIL 2-Ibd o 6. STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-I6d,END NAIL LATERAL F RAM I NO C.,0 NNE G T I O N (TAE3L E 2 . 0- di. DOUBLE 5TUD5,FACE NAIL Ibd o 24" O.G. 10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd ® 16" O.G. BASE TOP OF WALL DOUBLE TOP PLATES,LAP SPLICE 8-I6d 2"X6" ® I&" O.G. (USE 1.55 MULTIPLIER) II. BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 5-Sd 12. RIM JOISTS TO TOP PLATE,TOENAIL 8d 0 6" O.G. FOR 10' WALLS 157 P.L.F. 15. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-I11 (157) x (1.55) = 200.0 LBs. (SUGTI ON) 14. CONTINUOUS HEADER,TWO PIECES Ibd (o 16" O.G. ALONG EACWEDGE 15. CEILING JOISTS TO PLATE,TOENAIL 5-Sd I6. CONTINUOUS HEADER TO STUD,TOENAIL 4-5d U F L I F TC-,,0 N N EC,,T 10 N L.0 A1:;)5 (T A E3L=E 2 .2A) HUG 2 (S N P IS O N) 1-f. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 5-I6d NOT TO SCALE 16. CEILING JOISTS TO PARALLEL RAFTERS,FAGS NAIL 5-I6d ROOF/ GE I L I NCG DEAD LOAD (g) 10 PSF ROOF JOIST SPAG I NG (9) 24" (USE 2.0 MULTIPLIER) 19. RAFTER TO PLATE,TOENAIL 5-Sd FLOOR JOIST $ WALL STUD SPAG I NG @ 16" (USE 1.55 MULTIPLIER) 20. 1" BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d 12' SPAM = 18q 21. 1"1 SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-8d 24' SPAM = 506 DAVI D TURNER ARCHITECT, P.C. 22. WIDER THAN I'I TO EACH BEARING,FACE NAIL 5-Sd 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 25. BUILT-UP CORNER STUDS I6d(p 24" O.G. ROOF TO WALL OF BEAM 18ci X (2.0) = 578 LBs. (212)594-0840 24. BUILT-UP GIRDER a BEAMS 20d @ 52" O.G.(p TOP AND 506 x (2.0) = 612 LBs. PROJECT BOTTOM d STAGGERED 2-20d ENDS AND m EACH 5PLIGE WALL TO FLOOR TO WALL Iaci x (1.55) = 251 LBs. 1995 POINT PLEASANT ROAD 25. 2" PLANKS 2-I11 o EACH BEARING 506 x (1.55) = 407 LBs. MATTITUCK, N.Y. 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(1"=25.4 mm) 1/2" AND LE55 bd (5) SHEET 19/52" -5/4" ad (4) OR bd (5) OUTL00KER UFL I FT LOADS (TAE3LE 2 .2�) v8" - P 8d (5) MISC. DETAILS 11/5" - 1 1/4" IOd (4)OR ad (5) OUTLOOKER SPADING OF 24" O.G. COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMIN6)(I"=25.4 mm) 5/4" AND LE55 bd (5) UPLIFT LOAD OF 744 LBs -I/8" - I" ad (5) DATE: I-4-24 1 1/8" - 1 1/4" IOd (4) OR 8d(5) PROJECT No: 21. PANEL SIDING(TO FRAMING) _ ���f �� DRAWING BY: 1/2" OR LE55 bd (II TG 5/8" a (b) SILL FLATS TO FOUNDA71 ON (TAE3LE 5.2A) d � � CHKBY: 28. FIBERBOARD SHEATHING FOR A 2 STORY BUILDING (9 52' LENGTH USE M I NUMUM 7 5/8" BOLTS =� A , ) DWG No: bd. I A- 1 14 NO. 16 GA. (9) o' 20/52" NO. II GA. (6) 4,11 �r��� CAD FILE No: ad (4) 15 OF 17 NO. 16 GA. (9) r + GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW PLUMBING YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NY5 ENERGY CONSERVATION AND CONSTRUCTION CODES. THE M05T 2. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, 5TRINGENT SHALL APPLY. AND BACK TO THE WA5TE/VENT STACK. NEW SHUT-OFF VALVES Y 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL SHALL BE BETWEEN THE RISER AND THE FIR5T WALL PENETRATION REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF WITH DI-ELECTRIC FITTINGS AS REQUIRED. BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A 5HOWER). THE FIELD PRIOR TO COMMENCING WORK AND SHALL REPORT ANY DISCREPENGIE5 BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE ARCHITECT. FREE OF OBSTRUCTION. 4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT r> WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK IN THIS SECTION AS INDICATED ON THE DRAWINGS AND / OR PREVENTION DEVICES ON ALL HARD-PIPED FIXTURES AND SPECIFIED HEREIN. APPLIANCES. THI5 APPLIES TO REFRIGERATOR ICE MAKER (IF ANY) AND D15HWA5HER. 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF COMPLETION OF THE WORK. DO NOT PROCEED WITH THI5 WORK VALVES. UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE. PERFORMANCE OF WORK. 6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH SUFFICIENT LEAD TIME 50 AS NOT TO DELAY WORK IN ANY MANNER. GAPPING PIPING AND CONDUIT '1. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 1. ALL ABANDONED PIPING AND CONDUIT REMOVED FROM SERVICE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE MALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE JOINT OR JUNCTION BOX. NO ABANDONED SERVICES SHALL JUST DAVID TURNER ARCHITECT, P.C. DRAWING5. BE GUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT, AND PROPERLY TERMINATED TO MEET CODE. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840 MANAGEMENT. PROJECT a. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES 1995 POINT PLEASANT ROAD WITH THE REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING ELECTRICAL MANAGEMENT. MATTITUCK, N.Y. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION I. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND SHEET INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL 2. DUPLEX OUTLETS WITHIN &FT OF SINKS ARE TO BE GE'01 TYPE. GENERAL NOTES OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE 50LE RE5PON51BLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 5. ALL ABANDONED ELECTRICAL BOXES WITH REMAINING WIRING DURING THE EXECUTION OF THE WORK. ENTERING OR LEAVING SHALL REMAIN ACCESSIBLE WITH REMOVABLE COVERS. 11. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, DATE: 1-4-24 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE ELECTRICAL, ETC.) RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. '' io it PROJECT No. 12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY 9 �✓ DRAWING BY: PERSONS LICENSED IN THEIR PROFE5510N5, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BE " C� CHK BY. FOR AND OBTAIN INSPECTIONS AND REQUIRED 51GN-OFF5. SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING BOXES DWG No: AS NECE55ARY OR UTILIZE PLASTER RINGS OR OTHER DEVICES TO 15. THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING 1 AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE IS IN u, A- 1 15 . 00 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO PLACE BETWEEN BOXES AND FACEPLATES. O� �BYA� . COMPLETE THE JOB. �UUolf1, �-M CAD FILE Na 16 OF 17 r + PLUMBING I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED PLUMBER VENT RISER 2. THE LICENSED PLUMBER FOR THE LESSEE SHALL REVIEW ALL 2„ DETAILS OF THE WORK PROPOSED WITH THE RESIDENT MANAGER PRIOR TO START OF WORK.ANY WORK INVOLVING A WASTE AND VENT STACK SHALL BE DONE ONLY BY THE BUILDING'S PLUMBER. ' I LAv VA-1 THE RESIDENT MANAGER DETERMINES THAT ANY OTHER PART LAv OF THE PLUMB 1 N6 WORK SHOULD BE DONE BY THE BU I LDJ_NG'S PLUMBER, THE LESSEE SHALL AGREE. UNLESS OTHERWISE W/G 2 sHOWE>z W/G I SHOWER SECOND STIPULATED, WORK DONE BY THE BU 5 ILDING PLUMBER SHALL BE PAID FOR BY THE LESSEE. _ , �, FLOOR VENT RISER 1 5. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, I 4° 4" 4° AND BAGK TO THE WASTE/VENT STACK. NEW SHUT-OFF VALVES SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION WITH DI-ELECTRIC FITTINGS AS REQUIRED. -- ----- -- , rI 4. P I P I N6 MUST BE TO THE BU I LD I N6 STANDARD, WITH BOND I N6 TO GROUND AS REQUIRED, EITHER RED BRA55 TO REPLACE BRASS, SINK W ' D W 2 COMP. SINic LAv I LAV VAS HEAVY THREADED COPPER TO REPLACE THREADED COPPER, OR TYPE L SWEAT RIC71D COPPER TO REPLACE COPPER. W/G TUB W/G , , sHOWER 5. RISER DIAGRAM FOR WA5TE AND VENT MUST BE PROVIDED FOR THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- FIRST FLOOR LOCATIONS OR 0HAN6E IN TYPE (I.E. TUB -TO A SHOWER). 6. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE ' W,457E ST,4GK FREE OF OBSTRUCTION. 7. WATER SUPPLY NOTES OR DIAGRAMS MU57 INDICATE BAGK FLOW PREVENTION DEVICES ON ALL HARD—PIPED FIXTURES AND DAVID TURNER ARCHITECT, P.C. APPL I ANCE5.THIS APPLIES TO REFRIGERATOR I GE MAKER (IF ANY) AND DISHWA5HER. FL.UMD I NCB RISER D I Arz RAM 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 NOT TO SCALE (212)594-0840 5. GHEGK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT PROJECT AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF VALVES. 1995 POINT PLEASANT ROAD CHECK VALVES MUST BE QUIET TYPE. MATTITUCK, N.Y. �i. PROVIDE NEW MASTER SHUT-OFF VALVES AND BRANCH LINES FOR HOT AND GOLD WATER SUPPLY FOR FOOD PREP AREA, KITCHEN, SHEET AND BATHROOM. ALL VALVES MUST BE FULL PORT, OF US MANUFACTURE. ALL NEW COPPER PIPING FROM THE MASTER PLUMBING SHUT-OFF VALVE TO EACH FIXTURE. PROVIDE NEW SHUT-OFF VALVES AT EACH FIXTURE, AS FOLLOWS: f z DATE: 1-4-24 1 � � �Sy ��� PROJECT No: 9PU�� pG tC1 DRAWING BY: CHK BY: DWG No: A- 116 , 00 �411IAI V �,�' CAD FILE No: 17 OF 17 LEOE `D l NEW EXTERIOR FRAME WALLS. 2" X 6" AMENDMENT 16" OC. WITH 5/4" PLYWOOD SHEATHING R-20 MINIMUM INSULATION WITH EITHER ROCKWOOL 6.5 R-25 OR 3 OF CLOSED CELL SPRAY FOAM INSULATION. ® NEW INTERIOR PARTITIONS- 2" x 4" WOOD STUDS 0 16" O.0 WITH 1/2" WALLBOARD EACH SIDE CELLAR TO REMAIN UNFINISHED FRI NOTES PREFAB FIREPLACE 0 � SUPERIOR DRT 2000 DIRECT VENT GAS FIRE PLACE I (WOODLAND DIRECT) -01 --------------------------------------------/ (4 -------------------- I I I O O O O O i UP L ;U •� = PREFAB FIREPLACE CELLAR FLAN ® II 12 O 14 18 i SCALE 1/8"= I'-Oil I I _ O DINING L I BRARY i 2 CD<< DAVID TURNER ARCHITECT, P.C. PANTR GREAT ROOM _ MASTER < -101-OI m WASH 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 GL. ® (212)594-0840 12, = ROOM O p O —G 1Frt PROJECT GARAGE 'O o KITCHEN _ - 1995 POINT PLEASANT ROAD 25' v ----- DN m , MATTITUCK, N.Y. — r----------� r--- ------� ❑ �,_2„ CL - _ _ MASTER SHEET -- - -6„ I � � BED ROOM CELLAR & FIRST FLOOR PLANS I L-----J LAUNDRY GL' i O �r I FOYER 21 CK I I I I I °❑ I UPI �O m UP I Oj I, �i � DATE: �# I 5-6 i �� `��� PROJECT No: 41' I "�y44�1 DRAWING BY: CHK BY: FIRST FLOOR FLAN I DWG No: SCALE I/8"= 1'-0" i O O O O O O L----------------------------- - --------J A- 1 01 . 01 UP CAD FILE No: 2 OF 1.7 6" DECKING ECKING P05T WOOD FENCE &'-O"HISH 8" PIA FLUE OUTDOOR FIRE PLACE �2'-0" MIN. UP 0 � r Oz I O 6" TRIM z 2" X 10" 2" x Io" .JOISTS BLOGiGING Ib" o.c. 8" DIA FLUE INDOOR Q FIRE PLACE BOLTS 0 �24"O.C. METAL ET HANGER DECK PLAN IL (2)- 2"xl2" P.T. BOLTED —/ SCALE 1/8'- V—O' IY TOGETHER WITH 1/2" BOLTS (2)- 2"xl2" P.T. P05T4" x44 O.G. FIRE PLACE PLAN CHIMNEY ELEVATION Q METAL BASE HOLDER SCALE=NOT TO SCALE SCALE-NOT TO SCALE FOR WOOD POST GRADE LINE DAVID TURNER ARCHITECT, P.C. ir 1 :,�::;:`•::} 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 (2) - 2" X 12" (PT) O PROJECT z.>�,.,- ' 1995 POINT PLEASANT ROAD II - NEW GONG. 50NO TUBE „ FOOTING FOR NEw MATTITUCK, N.Y. WOOD POST d ' SHEET „ 2" X C (PT) ;;s; " ;- DECK @ FIRE PLACE DETAILS II 1 DATE: 5-6"25 r�P PROJECT No: RAWING BY: CHK BY: DECK FRAMING PLAN .f , DWG No: SCALE I/8'-I'—O" Y_•� � a �o A- 1 01 . 01 B - op��1�1Ap( CAD FILE No: I OF I 5 � ►3� — A V f, s ) 12 ; f I lj I C O O O G) O 4"CONCRETE SLAB O O O C O W/WIRE MESH 4'DEEP SONO TUBE 12 i ` MAR 1 8 2 026 w FOOTING FOR COLUMNS 12'-11" f'� • "•"� ' / ° d W GRAVEL ' 2. DETAIL G I I ---------- — ---I i L ------ --- �y .:.�rV .t. L� a I i 100 I .Qi I ° I 11 I DETAIL D .. ——— -----------------� I I I 1 O F— ------------------FI -� r Sol J ° I r Ui I J 4"CONCRETE SLAB w/WIRE MESH 6~�I � —I (— 1 I .'• 2 0 tS2 RODS I Ad L—J L—J o o :i;:F.:•;:: cV I I in U) I 2' . MODIFY FOUNDATION HEIGHT I I r r i e"GRAVEL I I FOR GARAGE DOORS 1 I I I DETAIL A FOUNDATION (GELLAR EXTENSION) I -----1 d L--------- --J ————————————————————— ° L------------ 41' ---------- ___ I5-6 1 DAVID TURNER ARCHITECT, P.C. FOUNDATION PLAN I L—— —-I I VV WIRE MESH =L a" r 1 5 1 I I 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y.10001 SCALE I/8"= 1'-0" i O O L———————J O O L——————J O O 1 N — (212)594-0840 GAST IN PLACE GONGRETE ------------------------------ _ - - PROJECT I. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AGI BUILDING CODE,AGI 515, ` LATEST EDITION, AND THE NEW YORK STATE BUILDING CODE. DETAILS SHALL BE IN 1995 POINT PLEASANT ROAD ACCORDANCE WITH AGI-515,LATEST EDITION.. 2 0 O RODS 2. ALL CONCRETE FOR CAST IN PLACE WORK SHALL BE STONE CONCRETE WITH A MINIMUM 28 e"GRAVEL MATTITUCK, N.Y. DAY COMPRESSIVE STRENGTH OF 4000 PSI. - 5. ALL CONCRETE FOR SLABS ON GRADE SHALL BE STONE CONCRETE WITH A 28 DAY SHEET COMPRESSIVE STRENGTH OF 4000 FBI. 4. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH I LAYER OF 6"X 6"-#10 WWF LOCATED L B FOUNDATION �2 STORY EXTENSION) FOUNDATION PLAN 5/4' DETAIL FROM TOP OF FINISHED SLAB ELEVATION. DEWAL KTZ. a 5. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ENGINEER. 10. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO 1/4 INCH 6. ALL REQUIREMENTS FOR BATGHING,MIXING,FINISHING,CURING ETC. SHALL BE AS PER AGI AMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO AGI (+ DATE: -I1-26 301. RECOMMENDATIONS. �ia•..,�9�lG` ; 11. CONTRACTOR SHALL NOT USE VERTICAL CONSTRUCTION JOINTS IN WALL5 WITHOUT PRIOR � ,^ �� � PROJECT No: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. APPROVAL OF ENGINEER,AND NOT WITHIN 8 FEET OF ANY COLUMN LINE OR WALL OPENING P�� DRAWING BY: 8. ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-I85. FOR FOUNDATION WALLS. CHK BY: 12. CONTRACTOR SHALL NOT USE HORIZONTAL CONSTRUCTION JOINTS IN BEAMS,WALLS,OR 9. MINIMUM CLEAR CONCRETE COVER SHALL BE: 3/4 INCH FOR SLABS; 1-1/2 INCHES FOR SLABS WITHOUT PRIOR APPROVAL OF ENGINEER. r !r/y �• DWG No: WALLS; 1-1/2 INCHES FOR BEAMS AND COLUMNS;2 INCHES FOR ALL CONCRETE EXPOSED TO WEATHER OR EARTH;5 INCHES FOR ALL CONCRETE CAST AGAINST EARTH;AND 4 INCHES ®, 15 FOR ALL CONCRETE PLACED AGAINST PERMANENT SHEETING. THESE DIMENSIONS ARE . CONTRACTOR SHALL PROVIDE REINFORCING STEEL ERECTOR WITH A SET OF STRUCTURAL 6�� A- 106 . 0 1 TYPICAL,UNLESS OTHERWISE NOTED ON PLAN5 AND DETAILS. PLANS FOR FIELD USE. 140,�1 14. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS,PIPE / SLEEVES,CURBS,ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. CAD FILE No: I OF 11 {i 1 5" X W' 6LU-LAM (15' 5PAN WITH 12" BEARING) GARAGE ROOF 6LU-LAM GIRDER - - - SHIFTED OFF CENTER 5'-0" 5" X 16" 6LU-LAM 2(2" X 12") HEADERS W/ - 2" X6" 0I6" OG 01 211 X 12" @ 16" Or, d ° 5EQ0ND FLOOR FRAM I NCB f=L AN ° x 12" o 16" oc SCALE I/8"= I'-O" �d a d'., ° °2" X 12" @ le," OG ------ DAVID TURNER ARCHITECT, P.C. ----- ----- ----------- 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 --------------- ----- -------- -- ------------ (212)594-0840 ------------- --- ---------- -- --------------------------- PROJECT --_---_-_-_-_-_-_ ---_----------- -- --_-_-- ---- ---- - ---- - 1995 POINT PLEASANT ROAD --------- ---_-_-_- -- ------------------ MATTITUCK, N.Y. --------------- ----- -------- - --------------------------- SHEET - - - - - - - - - - - - 2I_ EE- - - - - -- ----- - - - - - - - z- X2' HDR--- - - - - FLOOR FRAMING PLANS �, DATE: 2-20-2 I-4-24 --------------- ------------- --------------------- �e* @��(` �f"� PROJECT No: DRAWING BY: --------------- ------------- --------------------- .. ------------- - ------------- --------------------- i CHKBY: DWG No: A- 1 07 . 01 FIRST FLOOR FRAM I NCB PLAN -OF: � CAD FILE No: a OF 1,7 SCALE I/8"= I'-O"