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HomeMy WebLinkAbout49103-Z aI TOWN OF SOUTHOLD BUILDING DEPARTMENT d 'ti 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#: 49103 Date: 4/7/2023 Permission is hereby granted to: Diffley, Gerardmm 435 Lupton 'PtmRd Mattituck, NY 11952 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, DEC, and SCHD approvals. At premises located at: 1050 mLupton Pt Rdm, Mattituck SC # 473889 Sec/Block/Lot# 115.-11-14 Pursuant to application dated 3/8/2023 ... and approved by the Building Inspector,. To expire on0/6/2024. .................... Fees: DEMOLITION $534.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,694.40 CO-NEW DWELLING $50.00 __ ________________� _' .............. . Total_ 327 8.80 .......... .......... Building Inspector '' s� 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 lett s.//'wwNv.sotitlioldtownn . io Ip Date Received APPIUB ICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Gerard and Karen Diffley SCTM#1000-115-11-14 Project Address:1050 Luptons Point Mattituck NY 11952 Phone#:6319875130 1Email:jediffley@gmail.com Mailing Address:435 Luptons Point Mattituck NY 11952 CONTACT PERSON: Name: Gerard (Jerry) Diff ley Mailing Address:435 Luptons Point Mattituck NY 11952 Phone#:6319875130 Email:jediffley@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Peter Podlas (Architect) Mailing Address: PO Box 1058 Remsenburg, NY 11960 Phone#: 631-325-0929 Email: ppodlas@optonline.net CONTRACTOR INFORMATION: Name: C Bordsen Custom Homes Inc Mailing Address: 235 Lloyd's Lane Mattituck NY 11952 Phone#: 631-255-9425 Email:cbordsen@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION ANew Structure ❑Addition ❑Alteration ❑Repair i@Demolition Estimated Cost of Project: ❑Other $750,000.00 Will the lot be re-graded? WYes ONO Will excess fill be removed from premises? ❑Yes i@No 1 PROPERTY INFORMATION Existing use of property: Residential IIntended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential (R-40) this property? ❑Yes ONo IF YES, PROVIDE A COPY. N Check Box After Reeding: 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 building(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): Gerard E. Diffley ❑Authorized Agent BOwner Signature of Applicant: ( �� �'t� fes" Date: J— cam'—d o w3 CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 01 BU61 115050 COUNTY OF �, Qualified in Suffolk County Commission Expires April 14, 21L): being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 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 Ib' ` day of [NU' 1 Notary Public (Where the applicant is not the owner) I, 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 Generated REScheck-Weboft are Compliance Certificate Project DIFFLEY Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area.; 2,334 ft2 Glazing Area 16% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor; 1050 Lupton Point Road Jerry Diffley Peter Podlas Mattituck, NY Architect PC yKidior,i11, 11" uN� PINintl��iiiri '. ^��� t u,rflU�4r^XUuibtitUl reiai U 91 I 1 U „IG "OCompliance: 8.7%Better Than Code Maximum UA: 550 Your UA: 502 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or 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-on-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. Envelooe Assemblies Ceiling: Flat Ceiling or Scissor Truss 1,771 38.0 0.0 0.030 0.026 53 46 Ceiling 1: Flat Ceiling or Scissor Truss 563 30.0 0.0 0.035 0.026 20 15 Wall:Wood Frame, 16"o.c. 3,745 19.0 0.0 0.060 0.060 189 189 Door: Glass Door(over 50%glazing) 306 0.300 0.320 92 98 SHGC: 0.28 Window: Vinyl Frame 2$9 0.300 0.320 87 92 SHGC: 0.28 Floor:All-Wood Joist/Truss �,� io ' 2,334 38.0 0.0 0.026 0.047 61 110 Compliance Statement The,pry �� I buddi alg desi,,gn de�scr'ibed here is consistent with the building plans, specifications, and other calculations submitted wvlthi th !r )it afapJlta'donrTh proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : RESt Ilea 2b a t on ly 16)the mandatory requirements listed in the REScheck Inspection Checklist. �... ase-Trtl.�....... ........ _.. .f.. � a. Signature Date Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 1 of 9 REScheck lir Versiain 11RIESchedic, Welb Inspection Checklist Energy Code: 2018 ICC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the RE check ReqUirements screen. For each requirement, the user certifies that a code requirement will be met and how that is docurnented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ................. mann lwlaeis Vev ified Field Verified Itililiv, COMP111111111?S? Corinrnerits/AsSLAII 111360RIS Rew Afallue Valii,je 103.1, Construction drawings and OI:.omplies 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the E]Not Observable :building envelope.Thermal :envelope represented on E]Not Applicable construction documents. ...... o,n s I t I r I n d raw I i 11 n 11 g,s-a I n d ElComplies 103.21 documentation demonstrate E]Does Not 403.7 energy code compliance for EJNot Observable [PR3]1 lighting and mechanical systems. Systems serving multiple E]Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. . .... ....... 3 0 1, Heating and cooling equipment is Heating: Heating: ElComplies 14 0 3,7 sized per ACCA Manual S based Btu/hr Btu/hr E]Does Not 1112 1" on loads calculated per ACCA Cooling: Cooling: E]Not Observable Manual J or other methods Btu/hr ,.,— Btu/hr.— EINot Applicable approved by the code official. Additional Comments/Assumptions: .............. ...................................... .......... ............... J ]'i4i'g`h"Im—pact(Tier 1) ,1!? Medium Impact (Tier 2) 3 ow Impact(Tier 3) ------------- 111111111-111.1111-111,..............................- 1111111111111-1"I'll------- .............. Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 2 of 9 Sec'11IIR lcol t Ois'n atlrruire IIIr��w� rrect'lllr„wry C'o,n:m rlllleis? u Req.ID-1 1,13,.2 1 .A protective covering is installed to "ElCompllles F r i protect exposed exterior Insulation T�Does Piot and extends a miniimum of 6 in. bellow ] ot�IObservablegrade. ,Tot Applliicablle i �.n.,,,.,_ _ m w, _ „_. 40 9 Snow-and ice-melting system controis;l�compl'le.s I p FOE?], installed. h.1IDoes Not ; ]Not Observable; IC lu�ot�ppUlcatulle Additional Comments/Assumptions: { 1 High Impact(Tier 1) � edium Impact(Tier 2) ped (Tear 3} .. Low Im:, Project Title.. Ae...... ........� . �... ..��.. �� ��� ............... �______� ...�... DIFFLEY Report date: 02/02/23 Data filenarne: Page 3 of "tea a..toamou' �"tiemm Vem`liifmm,�,m�ma im Wg grmiifl g i„lm��:mmmmlm"'mug / Ilfm:�mugh tui°m Illlui�°mspe t. � � u�maa f°,emr'mlll�rllllmes? Corm iinwi,ir.rrmts/Assu iinptionQa R. lift �u' gulllmmum ���mlmme rum ❑Complies See tt�e EnvelopeEnvelopet Assemblies 402,3_1,402,3_1, GlazingU-factor(area-weighted U- U- tt1f,,3,1., average). ❑Does Not table kir'u,r+da.es. 402"3,3, []Not Observable 4102.,5 ❑ [I R2.9" Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR411 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ............. ......❑Not Applicable 402.4.1.1 Air barrier and thermal barrier �� ... � Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ----- .... ,.. ,,__........ _ ... .-. 402.4.3 Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not MA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. ... _ ----- _ d lighting fixtures ❑Complies Baled at housing/interior finish ❑Does Not and labeled to indicate _ II =2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 Supply and return ducts — -.----- is in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for 'diameter>= 3 inches and R®4,2 for< 3 inches in diameter. ... 403.3.2 Ducts, air handlers and filter ❑Complies [FR1311 boxes are sealed with ❑Does Not y� Joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 4033.5 Building cavities are not used as ❑Complies [IF°Yrtl"::i1' ducts or plenums. ❑Does Not ft ❑Not Observable .,m............... ❑Not Applicable 403,3 6(1Ducts partially or completely ❑Complies l buried in ceiling insulation have ❑Does Not IV IIU fil I'" an insulation R-value not less a, than R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable above the top of the duct, and against and below the bottom of the duct, is >= than R-19, excluding the R-value of the duct insulation I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) } .... .. ...... ........... Pro — .aa ... ...._— .. .. �..-....... — ..... ect Title: DIFFLEY Report date: 02/02/23 Data filename: Page 4 of 9 l�iauim Verified Heid derif li:11;1d I fu,m�rrvuiu^al �1��Illlm°m Illlui�r�.lrr��r�tleuir� t..emeilllril���!rrf t(:woirvre��ruirta/A!5e�emr'wlrtliauirs j r frrel Value Value i & IlfeiP ll�E 40 U,1 Ducts declared to be within the ❑Complies 111281 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building []Not Observable thermal envelope, 2} buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3}the ceiling insulation R-value installed against and above the insulated duct>= to the proposed ceiling insulation R-value, less the R- value of the insulation on the dlfl.�' p inHVAC iP .,a...... -— — -- g conveying fluids Ilt R- ❑Complies J1FiIA1"7°1r above 105 °F or chilled fluids :❑Does Not below 55 °F are insulated to >_R- ❑ 3. Not Observable y ❑Not Applicable 403.4 .t Protection of insulation on HVAC E l Cornplles CFR24.11 piping. ❑Does Not ,e ❑Not Observable Not Applicable f HoRt3 water pipes are ins". to _ � .... ��lF !l insulated to R-__ R-�- �.lCon'uplies .lDoes Not ❑Not Observable ❑Not Applicable 0 f 6 Automatic or gravity dampers are ❑Complies [FR 1312 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11-k-i g-h Impact (Tier 1} 12 Medium Impact(Tier 2} Low Impact (Tier 3} .P.roj.ect...Title: DlFFLEY. _.� -.� ............�-.-.r..�... . . ..__ ... .. Report date: 02/02/23 Data filename: Page 5 of 9 Pre" 3writ .-. _.w. l la rulatum ln�pr°teu� t Plans Veiiiiied iiiallf-Veri fied.. ..w.. . f_ouiitlllll�i!ts I w...C.o mvrmii,miiTMrts/4ssr�mrpfm,ii�uims Swfalt Value I G 033 All installed insulation is labeled ❑Complies l J[I1114:13;lp2 or the installed R-values ❑Does Not t111 provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope As,^rriblips 402.2.6 ❑ Wood ❑ Wood ❑Does Not table For value-s. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable f J ❑Not Applicable 402.2.8 i mann — 303.2, r insulation installed per ❑Complies l manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable s underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1402.2.5, mass wall with at least 1/2 of the Wood Wood ❑does Not table for values. , Wall insulation R-value. If this IS a R- R- ❑Comp' 'are the sriwra Po�r�^Assemblies I 402.2.6 wall insulation on the wall ❑ Mass ❑ plass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑t"oniplies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: . .. .J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) C Low Impact(Tier 3) J ........ .... ..—_ _ _ ... ��� _ .. ..... Project Title: DIFFLEY Report date: 02/02/23 Data filenarne: Page 6 of 9 h Kr* t , ,.... ....... ,.... d _......... xF11iinall lnsp,1ction Provmslools PIIIans Verified FileldrimL�� Po.Fe � C�nurmieruts/AmmWI1Vllil�tiln_ 6W_ teIl We 402 1.1, Ceiling insulation R-value. IR m..... .. fF E lcor nplie Smug the Envelope Assemblies 402 2.1, alort lfyr'a��a'/ { ]Does Not fl:mPr�PearWrarme� �.,.,_ 402.2.2, teelI a Sileel 402.2.6 �...� �._..i ❑CFlot Observable [Fill' E"Not Applicable 303.1.1.1, Ceiling insulation 303.2 manufacturers iinstalled instructions.per _ .........-__ ,... ...., mer ❑Complies ❑Does Not [FI211 Blown insulation marked every ❑Nat Observable 300 ftz. ❑Not Applicable 402.2 � Vented attics with air permeable ❑Complies [1822]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access FR ❑ ..........� ... �,....... _ - _ . ,,..... . �,..�..� ..� �..... .. ..... .. .. t ess hatch and door R- Com lies [F13]1 insulation ?R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable [02.4.1.2 Blower Clime test @ 50 Pa �,_�5. ACH 50 ACEI 50 ®Dome ies.. M.m, ach in es ot <=3 ach in Climate Zones 3-8. :❑Not Observable ❑Not Applicable 403.3.3 Ducts are determine pressure to with o ... .- cfm/100 ft2 cfm/1.0.0.... ® pDo mNot........... _ :either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a :pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 _ LL LL cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or j`IC.' tN? ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur , .. ......d. uring_Framirg inspection, . 403.3.2.1 Air „w ..., handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable able X40 .1 t Programmable thermostats �.. . . _ ..,,, ❑Cop�eis ....... [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not A11 pplic11 ab11 le 403.12 Heat pump thermostat installed ❑Complies [I�]0]' on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 14t1f 5 1 Circulating ms have vice hot otlwc ter ®Complies 8 Does Not accessible manual controls. ❑Not Observable ❑Not Applicable ..... I.. p er 1) medium Impart (Tier 2) Low Impact (Tier 3) i I High Impact(T.... ......... „m .,,,_ . Project Title: DIFFL. W _ w —- �..m ....._..— ��,,,�......_ -Re ort..,,, EY p date: 02/02/23 Data filename; Page 7 of 9 r ra a _..0 uirmaC .....,® 1��a s� s Verified _ f muir� II �eIll Verified i�� pection I1113rrvi��iiouls Coanlllrliier^N arm°arur�i°memwCr9Arsv mmlllrfions . V alue Vi:111lue VegAD 403,66 All mechanical ventilation system [_lComplies [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable ❑ R403.6.1. Not Applicable 1 PCD32 of at oneoileers;suly two-pipei heating W ❑Does No ®.e,..® • mplies Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 40 55.1.a Heated water circulation systems ❑Cornipties [F1128: have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop 1 is at set-point temperature and no demand for hot water exists. 403.!)A_2 Electric heat trace systems OComplies 11-1291" comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable ❑Not Applicable heat tracing to maintain the desired water temperature in the ping. 4CD5."1.2. Demand _ _ ... . d recirculation water _ ❑Complies [1:1301? systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ❑Not Applicable water entering the cold water piping to <= 1049F. 403,5,4 Drain water heat recovery units ❑Complies tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. G404.1 90%r hmore ave high rm permanent lamps. �Cocriplies Does Not ❑Not Observable . ................ ❑Not Applicable 1104 J Fuel gas lighting systems have ❑Complies 11211' no continuous pilot light. ❑Does Not r ❑Not Observable ❑Not Applicable 9111 3 Compliance certificate posted. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ®. _ .. ....m . _ .........—, �.. ....... .... -ti ......... .�. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} , m�. ...m .... _ a ®„ Project Title: ...m _......—_ .-. — ._ .... �__ _ ..... .. Report d-.— e: DIFFLEY p ate: 02/02/23 Data filename: Page 8 of 9 telt ras Viii rtf ed l`r trt 'tIennfrii au �.n. l riur«' 1 t� t: �� �r�r�a�r t rmn� f,onspI'kPs?' r.m)rni,n uat� Ai rsen1,,a�l�ai�r�� & tt rl�� �. ��`��lale kallfa Ott i 3 ManufacLurer n`tano l for � � nrrpli t� l 18I rraech anis l and water heating ODoes Not systerns have been tarravide i. ®Not Observable UNo t Applicable .............. . Additional Comments/Assumptions: .1...l..wlrg..t ®®Tp�ac4..(4 nA) f l '�4u.rImpact ct If iar ). Low fren�part(Tier.r...,3),_m_ .. ._�... , _ . .... ", - .......... ... ....... rImCrt Project Tltle: DIFFLE't ' t • 02/02/23 Data filename: Page f 9 'ed"O'L 11, E C C E ri e rg y Efficiienicy Cerfl[fil"icate Is M, Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): - 0",Z Maw MOMMER's=I,I �MIIII Window 0.30 0.28 Door0.28 1,1111,11111,1MIS MffI ;CIZ=" 1 11,10M. 1111,SIM III,�M= Heating System: Cooling System: Water Heater: Name: Date: Comments F ;dU'8+da' wdl�,,�yA� y4v-lliliF a td ,GJ2ru utC f,dNrh++ Ati2' G, d'Y F.nd i ^..�"y �,�ia. vAFM'.z ro"A.. ;., f,..<,��,L°"`1.y" �A"far:' u''ce� u,w,��lr,,, r.' �,. "+✓+�:w,�r� �A,a+. +P��y�. i , ��u�, p ��.rc,xaw�� �:�ikb'�;rr �y. ,, w ca ., , . m. ,.✓ .....v . ,. .f r. ri i n. .i e .i '/ L. a>I ¢n.rnl,..h,. ,a, ,.Lr,..,Jl if,Y r 11 ,...�.., w ....__—...._.... .....___ i G,.,,c u r G'Ir PY r✓ i,AGrr lAi`i/iAf a J/Ge,,r l,Jr., ,dGdlahll,,�' YSAI_.—,.....�....__ �.... ......... .,�...,,�...W W...�.... _.__... N BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK ` PERMIT NO. 10260 DATE: NO"V"EMBER 16,2022 �, t , ISSUED TO: GERARD & KAREN DIFFLEY ` ' r� i PROPERTY ADDRESS: 1050 LUPTON POINT ROAD MATTITUCK _ � x �r SCTM#1000-115-11-14 f AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, '• �Y ,? and in consideration of application fee in the sum of$250.00 paid by! crard& Daren to f and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits /y ' , the following: R �� Wetland Permit to demolish existing dwelling, deck,driveway and curb; construct a new±48'6" x+61'2" q� � r two-story irregular shaped dwelling(+2,354sq.ft.) with a full basement(+2,354sq.ft.); remove±387 cubic 5� yards of soil for the full basement; construct a+24' x+5' frontporch; a+21' x+5' rearporch; a+4' x+5' i " ventr stoop on east side; install a+40' x+35' irregular shaped stone patio with a+15' x 15' shade porch; " u° 7 ; install a+30 x+14 in-ground swimming pool with a max depth of j_-7; patio,shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a+4' x V, r +4' outdoor shower; remove+80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of � 't dwelling; there is no proposed grade change; establish and perpetually maintain a non-turf buffer JA p between the toof slope and proposed pool fence; install sound deadening enclosure for pool equipment, h,, / N' /� all trees removed within trustee jurisdiction will be replaced on a 1:1 ration with native species; drywell ' to contain run off from outdoor shower; and as depicted on the survey prepared by Nathan Taft Corwin, ' ,' III Land Surveyor, last dated October 20,2022, and stamped approved on November 16,2022. IN WITNESS WHEREOF;the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these ;, presents to be subscribed by a majority of the said Board as of the day and year first above written. r ip r` r ,, ., r ✓ ! . id ✓ , F r., ".i ao fl,vel r... ,r.r/.,!/f,XaYC rdl✓1,F6,i✓rk�fasl u/,'e vkKB,,r,!,u krerY[Nnkmf�lP'ud,.a94AwV✓.lL f%C�f.N JA 'u.,Tn „G!✓a..r,"AY c),s,.er✓ �.fXl[ r,'P ty VryyVYpwrM;dll.J�xQ fYA! fr,�Vf Wnl Rclndia u. ,nf„Aif Iraa'/4 G(d tM1 th.5,'k a f ,no .,a ,la§,rIF J,!N� � ;��q;" /, / yJ,. �b " ,,� YY10 31 di _j T 0 C) In C) 'S T 2, 51 E-, 0>:0 11 so Ln I_a-_ o Zo rz— IN C> E� d !4 FS wz oo z C-4 In 16 >< 0mN�W I.C)< z o,oz. > o U_ � U_ 76: o H o op r wi ua 21-32 i:A z it &11 11 mx o Z5 - ---- G 0- , M o mo ul Nr- Qa N o No usEs t -oo' 2 OT7 14! 3 1 C21 6 r PSI 81177.00 15, "0', TfzvsT N A 50 OROD gauc A. 5 usc. . "n -7 Q M 211 ..........7- 4t 0 I b(IME IS! PEG Bk*� NNIP5 An c ME M .6 E R SI 141 Z: c-11 "0 0 LLj Aw it His j 00Y ca Rg -a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of EnvIronniental Pernifts,Region I SUNY a Stony Brook,So Circle Road,Stony Brook.NY 117 0 P:(631)444-03651 F:(631)444-0360 WWW.dec.nyQGV October 24, 2022 Gerard Diffley 435 Lons Point Road Mattituck, NY 11952 Re Application#1-4738-04772100002 Diffley Property— 1050 Luptons Point Road SGTM# 1000-115-11-14 Dear Pen-nittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special perrnit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address, Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather Sincerely, Kim LarnirOUlt Environmental Analyst cc: Cole Environmental Services SMHP File Conservation 4 NEW YORK STAT'[, I)[�PAR'l'Ml?NT'Of4'E NVIIIONMENTAL CONSERVATION Facility DEW ID 1-4738-04772 PERMIT rlc . i vi me to Conservation .w °� .. .. .... . . - .._. . Permittee and Facility Information Permit Issued Toa Facility: GERARD 1)11,Fl,L,Y DIFFLEY 11ROPl.RT'Y 435 LUPTON;S POINT W) 1050 Ll fP"r'ONS 1101N"I' Ri) MA'f11TUC° , NY 11952 MA-l"I'l- UCK, NY 11952 Facility Application Contact: COLE E,,N1 IRONMf:NTAL ', ERVIC FS 425 MC)N'FAtJK 1- WY EAST QLJO Uk, NY 11942-0471 (631) 369-9445 'acili ocation: in SOU'I-1-10[,D iii SUFI OT,K C'C111N"I'Y Facility Principal Reference Pointe NY"1'M-rte: 709.066 NY"r'M-N: 4540.613 1_:aatitUde: 40"5923.7" Longitude,: 72°30'52.6" Project J,oc ttice a Deep Hole Creek Authorized Activity-.-. Abandon existing; septic: systcna and establish non tui•ll'buffei% All work shaall be clone in accoa'dance with the plans prepared by Nathan Taft Ill, last i,evised 9/27/2022, and stamped 'NYSDF-.0Appmvcd' on 10/24112022. KLI, (DEP ARNO) NOTE: All wort: landward ol`the 16' contour is heyoncl idaal Wollatnd (Article; 25)jurisdiction. hm. _... Permit Authorizations Tidal Wetlands m Under Article 25 Permit [1) 1-4738-04772/00002 Ne% Permit Lfl-ective Oahe: 101�?4/'20"?2 l;xph,aition Dd.f -1.0/213,/2Q27 NYSDEC Approval By acceptance of this permit, the permittee agrees s that the permit is contingent upon strict compliance with the ECL, all applicable re ti€n's, and all conditions itions i c lu ed as part of this permit. I'ernait Aclnninisti•aatoi-: LAURA F S"I'AR, Deputy Pennit Administrator Address: NYSDE'CRegi on I Ifea€ cluaarlers SUNY (d% Stony BrookJ50 Circle lid Stonv Bi,00k,NY 11790 -3401) � k Authorized SiLJ,rlature: [Mate 10/x` I :--, -� _..m. _� ... ._...._,_ — Targe I of 6 NEW VOR " STATE DEPARTMENTOF ENVIRONMENTAI,CONSERVATION tura ity DECID 1-4738-04772 isn't b tr ir$u List C'C)I,I,' I NVIR0 NME1N'l'AL SERVICES BILWeau ofMarine Habitat l3roiection File Permit Components NATURAL R.FSC7U C E— I'ERMIT C ONDITIONS GENERAL CONI)ITIONS, APPLYTO O ALL Ail"l`HORI E1D IIC?RMITS NOTIFICATION OF OTI-lC_R CIFRI MI t T F OBLIGA"I,IONS NATURAL RESOURCE PERMIT' CONDITIONS - Apply to the Following Permits: 'FIDAL DS Ie Regulated Activities Autlttbr•ized By This Per°iniit This permit authorizes only these regulated activities / structures identified under the section Description ofAuthorioed Ac-tivity. NYSDEC° does not issue a rter-thc4act or as-built perunits. This permit sloes not authorir.e activities, or legitimize the. existence of s[ructtares, which would have recluire.d a eritlit but for which no permit oa'other authOrizaation has been granted by NYSDIT. 2. Conformance With 1 laws fill activities as thorized by this pet-Mit must bC in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan ]'atft lll, last revised 9/27/2022. 3. Notice of Commencement At least 48 holsrs pricer to come-Vaeneenient of the; project, the permittee and contractor shall signand nd re-tua-i) the top portion o{ the enclosed notification form c,ertiCying that they are Cully aware of and Understand all terms and conditions ofthis permit. Within 30 days of completion ofprojeet, the: bottom portion ofthe: (brie must also be signed and returned, along with photographs al' the completed work. 4. Post Pelmlit Sign The per'llnit sign enclosed with this permit shall he, posted in a c:onspica.t(tata location oat the worksite and adequately protected 11-0117 the weather. 5. Failure to Meet Pertrrit Conditions l ailure of tlae peri itlue to t7aect aall tic conditions cif this peraa'it is a violation ofthis permit and grounds for an order to immediately cease the permitted activity at the pa-gject site. 6. Stoi-age of Equipment,Materials The :storage of construction equip eiat and materials shall be confined within the project ,vork area and/or uplattad areas greater than 7-5 linear feet from the tidal wetland boundary. Page 2 of 6 NEWVORK STATE DEPARTMENT OF ENVI RON fVll,'.NTAIaC'ON,'it�,RVA'1'1()N Facility DEC 11) 1-4738-04772 7, No Disturbance to vegetate d ,ridal Wetlands J here, IIILLSt be no disturbance to vegetated tidal wetlands, tidal wetlands adjacent areas and protected buffer areas as a result ol"the permitted activity. 8. Install, Maintain Erosion Controk NLecisary erosion control measures. i.e., straw bales, slit fencing, etc., are to be placed on the downslope edge of any disturbed area, This sediment barrier is to be put in place before-any disturbance of thea ground Occurs and is to be maintained ill good and functional condition until thick vegetative cover is established. 9. Concrete Leachate During construction, tit) wet or fresh concretc or leachate ,,,hall be allowed to escape Into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete truck-,;. mixers. or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms steal I be used. Wet concrete shall not be poured to displace water within the Forms. to. Clean Fill Only All 17111 shall consist ofelean smid, gravel. or Soil (not asphalt, slag. flyash, broken concrete or demolition debris). i i. Minimize Adverse Impacts to Wetlands, Wildlife, Water All work must be pertbriIied In H manner which minimizes adverse impacts to wetlands. wvildlilw, W',Itff CjIWIit)',:IDd natural resources. 12. Seeding Distm-bed Areas All areas Of Soil disturbance rcSLIItiIIg 1-1-0111 the approved project shrill he stabilized with appropriate vegetation (grasses. etc.) illiniediately following project completion or prior to permil,expiration, whichever conics first. I roic project site remains inactive for more than 49 hours Or Planting is Impractical due to the season. [lien the Linea shall he stabilized \vlth strawy or hay mulch or Jute matting until weather conditions 1 .ns favor germination. 11 Vegetate All Disturbed Areas The pernilitec shall revegetate all expow-' d fil.CCS and disturbed areas it erosion prior to the project completion or expiration date ofthis perrim- to prevent so whichever t rst. 14. No Construction Debris in Wetland or Adjacent Area AnN. debris or excess material from construction Of this project shall be cornpl,elcl) removed from the act Went area (upland) acid removed to an approved upland area l'or disposal. No debris Is permitted III wetlands and/or protected buffer-area`. u5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination ofany wetland or waterway by suspended solids. sediments, fuels, solvents, lubricants, epoxy coatings. paints, concrete, leachate or any other environmentally deleterious niawriuis associ�Vtecl with the project. IG. State May Require Site Restoration I fupon the expiration Or revocation ofthis permit, the project hereby aUthOrlZed b,"IS liol been completed, the applicant shall without e\peuse to the State. and to such extent and in Such tfirle -LIlId imminer is the Department cart'Lrivironnicrital Conservation may lawfully require. remove all or any portion of the uncompleted structure Or Fill and restore the site to its former condition. No claim shall he made against the State oC New York can aGCOUIIt of any such removal or alteration. Page 3 of 6 Aft 416AW IVF WYORK STATE DEPA RIMENT OF 11,NVI]IDNI ENTAL.C'ONSERVA,rION 14"W Facility DECID 1-4738-04772 17. State May Order Removal or Alteration of Work If feature operations by the State ol'New York require an alteration in the position of StrUCtUre or work herein authorized. or it" In the opinion of the Department of Frivironmental Conservation it shall cattle Unreasonable obstruction to tits. free navigation ol"Sald watem or flood flows or endanger the health, salety or weli'arc of[lie people of[tic "mate, Or Cause loss or dCStrUCti0D01`Ille IlUtUral resources ol'the State, the owner may be ordered by the Department to remove or alter the SIRICIUral work. obstructions, or hazards,caused thereby without expense to the State.- and if', Upon tile expiration or revocation of this permit, tile structure, Cill, excavation, or other modification of the watercourse hereby authorized shall not be cornpletecl, the ownel-s. shall. without expense to the State, and to SLIC-11 CXtent 2111(1 in such time: and manner as tile Department of l,"rivironmelital Conservation may require, remove all or any portion of the; LHIC0111pleted Sti-LIC[Ure or fill and restore to its f'ormer condition the navigable and noocl capacity ol'thewatercourse. No claim sliall be made against the State ot'New York- on account of any strep removal or alteration. m State Not Liable for Damage The State of-New York shall in no caw, be liable flor any dank age or injury to the structure or work herein authorized \-\rlirch may be UILISCd by Or re salt from ftill-117C (Pper8tiOnS undertaken 1)), the Shite for the conservation or Improvement ol'navigation. or for other purposes. and no claim or right to compensation shall accrue [I-0111 "Illy Stich danlage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: i, Facility Ins1wetion by The Department The pern-JtLed site or facility, including relevant records, is RlhjCd to inspection at reasonable hours and intervals by an authorized representative of'the Department ol'l--�,nvironmental Conservation (tile Department) to determine whether the permittee is conipiyIng with this permit and the E(T- Such representative may order the work suspended pursuant to L'CL 71- 0301 and SAPA 401(3). L The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Departirient. A copy of this permit, including kill referenced maps. drawings and special conditions. must he available for inspection by tile Department Lit ,Ili tinies at the project' site or facility. Failure to produce a copy of' they permit upon reqUCSt bVaI Departilient representative is as violation of IIIS 11CI-171131. 2. 110860111SIlip Of thiN Permit to Other Depai-timent Orders anti Determinations [Inless express]), provided for by the'Depariment, Issuance ol'this permit does not rnochf},, 5opersede or rescind any order or determination previoUSIN' iSL'Aled by the Department or any of terms, conditions or` requirements contained In such order or determination. 3. AI)p1lientions For Permit Renewals, Modifications or Transfers The pC1.I1littCe muSt ISt Ribinit a separate written application it) [lie Department for permit renewal, modification or transfer(if this permit. Such qpph(;aation 11111SI InCh-I& any forms Or SUPPICITICIltal information the Department require,,,,. Any renewal, modification or transfer granted by the Depell-LI-11CIlt MUSI be In writing. Submission oC applications for permit renewal, modification or transicr are to be submitted to'. Page 4 or 6 ?-I NEW YORK STATE DEPARTMENT OF ENVIRCYN MUI NTAL CONSERVATION low hicility DEC' 13 1-4738-04772 Regional Permit Administrator NYSDEC Region I Headquartors SUNY (Ii�l� %ony 1_trookJ50 Circle Rd Stony Brook, NY 11790 -3409 4. Submissiolli of Reneival Application The permiltee 111LISt submit a renewal application at least 30 days before pernilt expiration for the Following permit aud iorl zat ions: 'I Jtda I Wetlands. 5, Permit Modifications, Suspeusioilis antl Revocations by the Bepartment The Department reserves (lie right to exercise all avallahic aUthorily to modify, suspend or revoke this permit. The grounds 6or modillication, suspension or revocation ilICILICle: a. materially Fake or inaccurate statements in the permit application or supporting papers-. b. failure by the permittee to comply with any ternis or conditions of the peri-nit, c. exceeding the scope oil'file prqlecl as described in the permit application, d. newly discovered material Hif'orniation or a material change in environmental conditions, relevalA technology or applicable law or regulations since.the issuance ol'the existing permit; e. noncompliance A.7th previously iSSLICCI 1)(1-1111t COrlditi011S, orders of the C011-111liSSIoner, any provisions of the Environmental Consei vation Law. Or regulations of the Department related to [lie permitted activity. 6, Permit Trasisfer Permits are transferrable UnIeSS specifically prohibited by statute, regulation or another permit condition. Applications for permit trans1'er shOUld be SUbmilted prior to aCtUal transle.r of ownership. dt E-0- ,I GS­ Item A: Permittee Accepts Legal Fees ponsibill". and Agrees to Indeninilrication The permittee, excepting, state or 1ederal agencies, expressly agrees to indernnif} and hold harmless the Department ol'Hiivironrvientkii Consorvation ofthe Stale ofNew Yoil.. its representatives, employees, and agents ("DI-X") 16r all clalms, stilts, actions. and darnaes, -- to the extent attributable tel the _(-' perlilittee's acts or omissions in connection with the periniftee's Ulidertai<ing of activities in connection with, or operation and maintenance of the: facility or 111cilitiCS Allhorized by the perniit whether in compliance or not in compliance Nvith the terms and conditions, ol.'thc permit. ']'his indemnification does not extend to any claims. sults. aellion.,;, or darnages to the extent attributable to DP'C's own negligent or intentional acts or omissions. or to all)' CIHIMS- stilts, Oradi.Ons nainim,L, the DI C' and arising under Article 78 cif the New York Civil Practice Laws and RUIUS or any ClfiZell SLUt Of civil I-Wilts prOVISiOn render federal or state laws Page 5 of 6 P, NEW YORK STNTE DEPARTMENT OF ENVIRONME NTAL CONSERVATION Facility DEC LD 14738-04772 Item B: Permittees Contractors to Comply with Permit The permittee is responsible for infiorming its independent contractors. employce.9, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to tile permitted activities, and such persons shall be Subject to the Same sanctions For violations of1he Environmental Conservation Lawv as those prescribed for the pennittec. Item C: Permittee Responsible for Obtaining Other Required Permits 'File pernlittee is responsible for obLainingany other permits, approvals.. land.,;, casements and rights-of- way that may be required to carry out the activities that are authorizcd by this pornift. Its D: No Right to Trespass or Interfere with Riparian Rights This pen-nit does not convey to the permittee any right to trespass,upon the lands or interfore with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of' any rights, title, or interest in real or personal property held or vested in as person not as party to the permit. Page 6 of 6 NEWYORK Department of STATE OF Environmental OPPORTUNITY i NOTICE The Department of i Environmental issued r it(s) pursuant to the Environmentalbeing site.conducted at this information regarding r extent of work approved and any Departmental conditions i , contact the Regional Permit Administratorlisted permit number shown when contacting the . Regional Permit Administrator SUSAN ACKERMAN Permit Number 1-4: 38-04772/00002 i - Pt Expiration ate 10/2312027 TTS SUNVOSTONVk - ; Note: This notice is NOT a permit ST N _K NY 11790-340- i i PPR VES SURVEY OF PROPERTY BOARD OF I RD EES SITUATE NOV —4 2022 MATTITUCK TOWNjP OLD TOWN OF SOUTHOLD Southold Town OSE DPU wAPR SUFFOLK COUNTY, NEW YORK Board o1Tnstem :AIFE S.C. TAX NG. 1000-115-11-14 SCALE 1"=30' FRTam.Ft �, pR.,g1H \. ,TOn5 RM w d. 00.00• d JANUARY 19, 2022 i PMBYa 0 r MAY Ju,L 2022 REVISE PER NYADEC LETTER OF 05CKS TO TOP OF Clff2022 €..] , E ; SEPTEMBER 2022 13, 2022REVISED SITE PLAN FFFF O x- N 79'4510'x_ , -i6 POLE -- "i 1 OCTOBER 20 20E2 REVISE 2022 REVISE NI DE POOL EQUIP.NOTE O 3 fl'3s f5.3x aRrvEtxAT&,CURB TO BE REMa4ED - TOTAL LOT AREA = 58,600 sq. ft. u o 2sD.op D=g s Pole` �.1AaN -;` a et. to NOTES: 0.427 Do. 7g;5 ta"E i 1�} y I� Q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM D?` E N 3a0• EXISTING CONTOURS ARE SHOWN THUS:--XX--- 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY 1111 . _ o C� •Px€uhEoG © snrmo". P ARE CONNECTED TO PUBUC WATER. 3_WA[ER _ _ �- un*Rp1�E 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. i z za"DAx - - = �, _ $ 1 1'ttrd, DtroK To BE REMrn,ED 4.ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE TO FAN 00 TEST Wit" yam x. ncK9- NOSE ffi Y® xEKI�w" REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. RDx i 19.6 TEST HOLE DATA i °r t t 0 (fE'ST HOLE DUG BY JBZ ..J ip py # ON SEPTEMBER s 2026 1aovMj 6x m a t y ?Jt4E LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS 0a v BROWN SILTY SAND SM uo€ -D 5 t 1 2; ' t. f t LOT AREA LANDWARD OF WETLANDS=16,965 sq./t. 7 P4N>r"`µF L1MfF asYE ,q.at DESCRIPTION AREA %LAT COVERAGE rv- HOUSE 2,370 sq.ft. 14.0% m PORCHES & ----. PALE BROWN FINE SAND sP y a 381 sq.fi. 2.2% T iS 111 2.2% -£ .OUTSIDE SHOWER e �i zr P T1 Rey. '"� .£ POOL & COPING 512 sq.ft. 3.0% Lza EL 1.7z iT 6 -, AJ O`OAq k in TOTAL 3,263 sq.ft. 19.2% _- 4� h 2 {y''}� FOO -. -- A9 � NO WATER ENCOUNTERED N'Ptxtous=GDS_J- ti —- _ - NOSE RAINAGE �'YSTEH CALCULATP©NS: 'x3 tROOF AREA 2,750 sq. fi. T8 Q d 0.W FTjy�r1t) R .-76 N01€ .TtE-€ mE, j%Y,'He T€crt u £ 2,750 sq N. X 0.17 = 468 u ft. F JSd1.N0 sEaFY 9YSIEyt Ta>tE A6AAOONED - .= 6oM: = AT—GF BA- T" d68 cu. ft. f 42.2 = 11.1 vertical ft. of 8' diq. leaching pool required ( Rt Ta Bt PUMPED CSEAN AND RA WFM CiFAN sA1``a TRucKED IN mm xN APP-6-GO4D scul"0F6 tp 0.- .. �` �StpPE PROVIDE(2)8' ONG. X 6' high STORM DRAIN POOLS -+ �'A DRIVEWAY AREA: 1,190 sq.ft. uM!F of Nous!111 JURISDICTION AN G HEH FRSL tEso x'30 7 aAx< 1,190 sq• ft. X 0.17 = 202.3 cu. ft. 02{05/202: ADD NYSDE o,S�€iER.OF NON�UFOSO€GnOf3 Jtd3 22` v6=° -12 202.3 cu. ff./42.2 = 4.8 vertical ft, of 8' dia. leaching pool required ST a A1NL' M' 'N NAM APxtL 1.29z1.PFPULRnON�i-4T9B–di]T2dOC-0Di — rs`am su- S.N�AYN_ YR"IDi sTnaa D GONG. 14 �(a x�' qA> x 2° f r Pg T PROVIDE(1)8' di.. X 6' high STORM DRAIN POOL a _0 ,.. 16^aAx 10-owc 1z DA%m, _ - 10a.mw=1 LEGEND - ,g „,,, Z c PROPOSED FUTURE 50%EXPANSION POOL 6- ,r �. st.AG° PROPOSED SANITARY LEACHING POOL `�, LANDWARD L1M3i OF T10AL WETtAONS AS FLAGGED 8( FLAG� - a--�” �F--�,``` C^pL ENVIRONMs'FdFAL BERw0E4 4N 10/i5(202G ` "s 000 PROPOSED FUJI CLEAN CEN-7 'Sa467 "'---�' ORDINARY HIGH WATER MARK`' TREATMENT TANK i: ._ ----- -- E PROPOSED DISTRIBUTION BOX RITJ Yi ua.Na.sa467 S 89 57' _ W 101,61 ="a SEAWARD EDGE OF MARSH PROPOSED DRYWELLS FOR ROOF & DRIVEWAY RUN-OFF DNAI(MOWZm PLTEWmON DR MDGWNI To THI 7 9EY Is A W EN YD aP TREE TO BE REMOVED Nathan Taft Corwin IISG Da° r ~r NEN �x s A E Land Surveyor COP16 DF THIN sURNFY NA=NOT cs we DEEP HOLE CREEK t"a -s N-NOT E W.DOOR TREE TO REMAIN m Ess 'ro DE A VNJD TRUE COPY. FAIInGANG.IN.1-NEREDN SNAIL RUN Sucaesstt Ta.StoNey J.h,I,s n, ONLY TO THE PERSON FOR WHOM TNF MRp Joseph A In qN.LS. 6 PRFPARm,ANG GN HIs WE}WF TD THE 1WLE CWIPANY,GOYFIGRAFNYAL AGENCY AND 111 T,M SO_YN–SubdAu/ona–5Re Phae– CGnabxallon LF'Ot DING INSDRInW MGIm HFISON,AND NRGNE C�ERIGFlCA_DOUS TINE INOT INSR– PNONE(631)727-2090 Far(631)727-1727 E xm TRAm TRae1E OFFICES LOOr7W AT hWUN0 ADDRESS THE E%-s GE GP NIGHT OF WAYS I 1586 MON,NO. P.O.Box 16 AND/OR EASEMcEW.OF RECORD,IF J.-POrL Neal YmR 11947 Jamema4 Neal YGH,11947 ANY;NOT SHOWN ARE or GUARANTEED. DR THE(")J1 5'(5TEM ARE LE55 THAN 60 LB5 '5E TUF-TITS SAFETY 5GREEN/DEY' p�ELy,ING . U5E5 PUELI�WATER NyycV.MING U56�PWOUG WgTER .RPh01. 1 X35 5I' , �oa.aa.. A l.Uk' {r9na � - ..... 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PUNf E9 AM0G LWEA$.®AN nfJWC© f PE 1A 18 9tCJ requirements. must1i IYY A1nE99.wAE'h*"R-Rri,p.f£G 353y1E,RrAIPBPDeLraIGr Apa5R1tloNAe�.nnVa nv'19a9x 0caE"af9N1�u_Yd*4iDbn4RN1V 1-2 aNtary sf^ elm be in 14 artmSflts �q ircrents. 1J 2 ........,.._ .. .— .. ....." ++., ( hPlAGZ LA DY4A D 1 S vs'LnNp5A41 \\,."i ' CgLC ftlV Ffii .. 4.rCE5 tlN iDl] .TION 6 c�vtG^1e ^ �,'f. SEA WARD EDGE OP MARSH '115-11--14 18,600 5.F. DEEP HOLE GREEK )4 BEDROOM+2 Future bedrm 5Y5TEM ,4DORE55:1050 Luptons Point,Mattituck,NY Southold SCALE: 1 INCH EQUALS 30 FEET OUNTY 7ATUM-U5II DATUM(NGVD 1"488) AND TOPOGRAPHY BY FIELD MEA5UREMENT BY Cowin,L5 P:G. LAND 5'URVEYIN6,DATED 01/1q/2022 r 11 C LE A I P/ a VV ~ 3 SiP F-C) IK CONI Dr-Po-nvct4-'rOF H .ALTfI SERMCE _ p��"'w pR p„i p�'�^^« �"', ��I IdII ry,I4 ry "},"q n p 0✓ Y"1 Mµ�, !SIµ 'I ."�I r ,,(Y r,. i. Irt�I.�'"IIAd M11�' ry i.��v F,.,� AF.FIR �V En�11�,�., ,w�N '4 mY�..,.NN d!U"d9 i"�a4PN �I it�,XM1'4ii II �.W""'In Tnli°'°mtl ,I'411u10.."P" "Pk asNP�:,( �.. ONL.. C)AI E 12/28/2022 _S. �=. ���. R-212-099-81-1- 6 E,-J)R �O@, S 1e� , S , A,P� _ �.�� w SEEA"r-rx�IcIw ENT 6/13/22 Revisions Outdoor shower 5Y5T E M g E516 N piped to dwellG.O.at bid .face KPEGTED "7/15/22 Revisions ATERGEN?&seal DIFFLEY 8/x/22 CEN I 10/14122 Moved PETER PODLA5 ARCHITECT septic location BOX 1058,REM5ENBURG,NY 11'160 J5E 15 400 sq k 5IDEINALL AREA. P 631-325-Og2'1 ORGED GONGRETE(OR EQUAL) , . DATE: 2/21/22 , v cni iei t Pr I/ 9c] 16?) LATEST REV15ION FOR THE 2020 RE51DENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 17.15 Landings (Section R311) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENERAL 5 P E G I F I GAT I O N 5 NEW YORK STATE AND ENERGY CONSERVATION '1,05 Flashing - Aluminum flashing, lead coated, flash all wall penetrations. Flash to of an interior stairway r g q CONSTRUCTION GORE OF NEW YORK STATE WITH ALL 15.01 Sewage disposal system and fresh water supply p y provided door does not swing over„tairs. Exterior doors - a floor or landing is all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 9 P y pply shall be designed and built 9 required on each side of an exterior door - At other than the rF-quired exit door, a landing is not required CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. pp p on the exterior side of a door having two or fewer risers. Egre,5s doors - a floor or landing shall not be more 2.00 SITE WORK '1.06 Caulking/sealant - as selected by Builder. 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold -At other than the required exit door, the elevation 1.00 Survey data taken from survey: different below the threshold of an exterior door is limited to ;3 1 /4 , provided the door does not swing 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum lb-01 Extreme care and proper measures shall be used so as not to damage, bulge or over the landing (not applicable to storm doors). (Section R31 ' .) as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 T5F. leaders. Color -white. To drywells if required. tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 11.1b Emergency Escape and Rescue Openings (Section R310). Silco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS walls until floor system installation is complete. 11.11 Stairway Treads and Risers (Section R311) Maximum riser he,i ht to be 13/4". Minimum tread de th Fill beneath structure shall be compacted to 95/o density as per ASTM D 1551 9 p Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located 1 b.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". Stairway width - stairways to be a minimum of 3b" in width at points above the as to provide unobstructed egress to legal open aces. Such openings shall not the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may y project a maximum cif 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom p 9 9 p pstairways. Minimum clear stairway width at and below the har`drail height, including treads and by framing lumber or temporary bracing. impede egress in an emergency, shall have a minimum area of 5.1 sq. ft. with a min. lb-03 The architect will not have control or charge of and will not be responsible for construction 9 9 height of 24" and a min. width of 20" with bottom of openings no higher than 44" above means, methods, techniques, sequences and programs or for safety a d landings, to be: 31 1/2 with handrail on one side only, 2-1' with handrails on both sides. .I q q p g y precautions and programs ithin each flight, 2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to dry well if soil finished floor in all above grade stories. All glass within 18 of floor to be safety glass. in connection with the work. g t, maximum variation of 3/8 between greatest and smallest riser heights. Within . conditions require it. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min. net clear opening of 5 sq. ft. each flight, maximum variance of 3/8" between greatest and sinallest tread depths. Stairways with solid risers to have nosings of a minimum of 3/4" and a maxim.im of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and 8.02 Minimum window requirements per room is 8% of floor area for light and 4% for 1 b-03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. ventilation. q p 9 notify1 theul orders of any arch tett f the drawings l atand s specifications abearing the re atrvarian a herewance of the oth and shall promptly 11.18 Stairway Height (section R311) Min. headroom of b'-8" for stairways an 3.00 CONCRETEp y d landings. Headroom height 1 b.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. 8.04 Entrance doors to conform to NY5 Energy Code. fees arising out of or resulting from the performance of the work provided that any such claim, 11.1 q Special Stairways (Section R311). Winders to have minimum tread width of 2b". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least b 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. 11 from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- .20 Smoke Alarms (section R313) Where multiple smoke alarms are required, interconnection is required. 3.03 Reinforcing Rods - ASTM A-305: b/b x10/10 Ws any o WF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in 8.06 Guards shall be provided in accordance with Section R312 the immediate vicinity of the bedrooms, on each additional start' of the dwelling, including basements in footings only where variation in soil conditions require, and where soil does not may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. and cellars, on each level in split level dwellings where an intervening door is located betweenthe adjacent levels. An alarm located only on the upper level is permitted where there is no 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation intervening door between the adjacent levels and the lower level is less than one full story below has been designed for grades less than 5/o. the owner. Architect to be notified in writing of all changes prior to and during con- ° 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges b". Membrane waterproofing struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. be construed contract between the builder and the owner. Federal, State and Local shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility of the contractor. 1'7.21 Handrails Size (Section R311) Two methods prescribed with option of accepting handrail with h equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at different levels shall stepped and the step rise and run shall be a 1 b.Ob This structure has been designed in accordance with the NY5 Energy Conservation code, if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II maximum slope of 1 vertical to 2 horizontal. residential code in NY5. rails - perimeter dimension exceeding b 114", graspable finger recess to be provided on 8.01 Section R312 Window opening control devices shall comply with 11.00 both sides of rail, with specific dimensional criteria set forth in code. 4.00 MA50NRY ASTM F2090 The window opening control device, after 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 11.22 Handrails (Section R31 1) Located at 34" vertically above nosing of treads. Min. of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be cont: iuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet A5TM G-q0 grade A; solid block A5TM G-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. R1 00b. Air leakage with glass directly above top riser of a flight to a point directly above low: st riser of a flight - may be interrupted grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section R310. enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over loaves:tread. Guards (Section R312) Railing is to be compressive strength of block to be 2500 psi. a min. height of 3b" where porch, balcony, landing or raised floor surface located more than 30 in. 9.00 FINISHES 11.03 Guard rails where required . (5ectionR312) above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish %" at masonry walls below grade. q.01 Drywall - A" tapered edge gypsum board, applied, taped and finished as per U5 11.04 The code describes the height of a building as the vert. distance from the grade plane to the 11.23 Drt-•Rtstopping and Fireblocking (Section R302) Where a floor membrane above and Gypsum Company recommendations. Use water resistant type as substrate for avg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6-0" ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping 5.00 METALS ceiling as per NY5 Building Code. away from house. to be provided under following circumstances: ceiling suspended under floor framing, floor framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8" diameter embedded 1" in poured concrete and 15" in 10.00 CAST-IN-PLACE CONCRETE 11.05 Attic access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter- above (R801.1) approved., 1/2" gypsum board, 3/8"wood structural panels, 3/b" Type2-M-W particleboard mediate bolts as per chart on seet A-2.. of-,s;r approved materials. 10.01 All reinforced concrete shall be furnished and installed in accordance with the current AGI-318 "Building Code Requirements for Reinforced Concrete." 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. y p 9 - - -- -- ---- - ---- 11.06 Stairway Illumination (section R303). All interior and exterior stairs to be provided with illumination, including l 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in Immediate vicinity of each stairway landing SEE HERS RATER All framing to receive hurricane clips and tie-downs as per sheet A-2. ENEROY:S or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in CODE REPORT 11.01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. devices to be located aediate vicinity of t both ang top afnd bottomay(bottom of interior stairs; located withinthe dwelling unit for activation - - - 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A,2). landing y 9 -- - ---- - - 11.02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with ! I, Peter Podlas Architect certify that these plans as modeled j modified proctor. staircases light switch at top and bottom of stairs. meets or exceeds all requirements of the 2020 RG �1Y5 & 6.00 WOOD 11.01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke 2020 NY5 EGGG and all current energy codes specific to the 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (Section R314). I local jurisdiction in which this home is built. I further attest that 6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. the certified Home Energy Raters report, adheres to the Termite shield - Copper Kraft 11.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (section 8302). requirements of the 2020 EGGG as per his required submitted 11.04 The maximum vertical distance measured from the top of a basement floor slab to analysis and certification. 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 17.09 Landings at exterior doors. structural lumber noted below 6.08). Type of Wall Height (Section R311) b.03 Bridging - wood cross bridging - as required by code. V-0" O.G. block w/#5 rods @ 48" o.c. 8 ft.8" block w/#5 rods @ 40" o.c. q ft. 11.10 Light, Ventilation and Heating (Section R303) Habitable room to be provided with aggregate glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 8" concrete (unreinforced) max unbalanced backfill hgt 1 ft 9 9First Floor 2331 5Q. FT. 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 8" concrete 8' wall (reinf.)#4@ 40" OG Vert.,#4 within top 12" and at midpoint in rooms with artificial light capable of avg. illumination of b ft. candles at 30" above the floor. shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill hgt d o Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 1370 5Q. FT. prior to installation. 8" concrete q' wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms. Total 3101 5Q.FT. b.05 Floor Deck - 5/8" plywood, standard C,-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. bft. Porches 204 5Q. FT. A" plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 10" concrete 10' wall (reinf.) #b @34" oc vert. max. unbalanced backfill hgt. q ft. 11.11 Ceiling Heights (Section R305) Minimum ceiling height of T-0" to the lowest projection required for 12.00 MA50NRY habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry b.Ob Roof Deck - %" plywood C,-D-X DFPA, exterior glue. rooms, and basements Habitable basements areas, with reduction to V-8" at beams, ducts and other 12.01 Concrete masonry units (CMU) to ASTM G-q0. obstructions. Minimum height of b'-4" permitted in nonhabitable areas of basements and hallways, with • This drawing has been prepared in accorJance with the provisions of Title VII, Article b.01 Sheathing - 1/2" plywood G-D-X DFPA, exterior glue reduction to 64" at beams, ducts, etc. 145, Sections 1200-120q of the NY5 Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x b. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. any person, unless he/she is acting unde-the direct supervision of a licensed p 9 p 11.12 Sanitation (R306 and R301). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing in any way. If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 111% moisture clearances and clear floor space as shown in Fig. R301.2. Shower compartments to have this drawing is altered, the altering Architect shall affix to the item altered his seal and 'i content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be a "N". compressive strength to be 2,000 psi.p 9 p nonabsorbent surfaces to a minimum height of b ft. above the floor �, 6.09 Siding Synthetic stucco over Tyvek the notation altered by followed by his signature, the date of alteration and a 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over b courses high. 11.13 Hazardous Locations (Section R308) Specific hazardous locations where specific description of the alteration. b.10 Plywood - all plywood used structurally shall meet the performance standards and glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors 13.00 STRUCTURAL STEEL NOTES • This drawing has been prepared for the specific project indicated, and is an all other requirements of applicable US Commercial Standards for the type, i al rade (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels 9 instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC. ands species of plywood and shall be so identified b an approved testing agency. in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging p p y pp 913.01 Steelwork in general shall conform to the current specifications for the design, This drawing may not be copied or used, in whole or in part, by any party without the doors. Glazing in doors and enclosures for hot tubs, steam rooms saunas whirlpools, bathtubs fabrication and erection of structural steel for buildings adopted by the A15G. and showers. Where any part of building wall encloses such compartments, glazing within 60" expressed written consent of Peter T. Podlas, PC. Infringements or any use of this b.11 Provide double joists under all parallel partitions. drawing for any other purposes will be prosecuted to the full extent of criminal and vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of an 13.02 All structural steel shall be in accordance with the A5TM specifications, A36 y copy of this drawing not containing this notice or the b.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. surface, 5 ft. horizontally out.) See Figure in Section R308 Architect's seal and signature, in red ink, ,will be grounds for prosecution. with double uprights, 14'-0" and over with triple uprights, unless otherwise noted. 11.14 Automatic Fire Sprinkler System NOT required to be installed (Section R313) • There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the A150 manual. year from the date listed below. b.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and . This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 03/01/23. Address:1050 Lupton Point Road, Mattituck, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of - _-- - -- -- 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board T components shall be as per manufacturer's recommendations. GENERAL NOTES j _ plywood, roof trusses, and sheathing are in place. wt'"" n '� 1.00 THERMAL AND M015TURE PROTECTION 5PEGIFIGATION5 r 1 , NOTICE: BUILDER'S PLANS 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL grade Walls. Also add vapor barrier as per 3.05. The Contractor warrants to the Architect that he possesses the particular competence and skill in ,.> �` "'° \ - Karen & Jerry Diffley construction necessary to build this project without full engineering and architectural services, and, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owner 1.02 5111 Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty . and at the express request of the Contractor or Owner,the Architect has under taken a limited scope M1 PETER T. POOLA5 of professional services.The construction documents provided b the limited services shall be termed ARCHITECT 1.03 Insulation - See Building Section HERS Report 14.02 Provide clock type day/night thermostat. p p y _.. " Builders Plans" in recognition of the Contractor's sophistication. Construction will require that the BOX 1058,REMBENBURG,NY 11960 631-325-0929 1 gj - -- - - - --- - -- t'generally y ---------------------- - Contractor adapt the" Builders Plans"to the field conditions encountered and make logical adjustments - --------------- 14.03 Provide smoke detectors as per NYS building code. in fit,form, dimension and quantitythat are treated onl enerall b the" Builders Plans". In the event DATE 03/01/23 1.04 Roofing - EPDM flat roofing material 9 additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 1050 Lupton Point RoadAl 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve theSCALE: A5 NOTED Mattituck, NY Architect of responsibility for the consequence. Page 1 of 12 HURRICANE SHUTTERS 67ENERAL 52020 RESIDENTIAL GORE OF NEW YORK STATE & Double Plate Splice UNIFORM CODE 5UPPLEMENT5 INCLUDING LATEST ENERGY CONSERVATION CONSTRUCTION CODE 4'_�" The General Contractor is to provide the SUPPLEMENT For exposures "B","G","D" 41-01' y ,, Plate structure with 1/2" GDX plywood panels w/ [NY]RI 01.1.1 Amendments of New York State code books. Building Dimension 62x48 Min. Splice Length , . pre-drilled holes for fastening screws for all In Chapter 1, the tem, "New York State code books" shall include the Residential Code of New York State (i.e., this publication), the Building Code of New York State, the lWindows and Doors. Panels to be Plumbing Code of New York State,the Mechanical Code of New York State, the Fuel Gas Code of New York State,the Fire Code of New York State,the Property Maintenance numbered and stored on site In a dry area. Code of New York state,the Existing Building Code of New York State, and the Energy Conservation Construction Code of New York State. Provisions in any one or more of the Ground snow load 20 Flood Zone X 5 p I i ce Wind Speed 128' (13) 1 bd ea. New York State code books may be amended from time to time by provisions in 19 NYCRR Parts 1220 to 1227 or 19 NYCRR Part 1240, as currently in effect and as hereafter (' pogr peed.atcouncil.org) Exposure B side of spl ice Top Use #8 Wood Screws -' - embedment: amended from time to time. If this publication Is now or hereafter so amended, references in this publication to"this code"shall be deemed to be references to this publication as 16 OG for 0 - 4-0 Panel span Topographic Effects on Special 1Nind Region below plate so amended. If any other New York State code book is now or hereafter so amended, references in this code to such other New York State code book shall be deemed to be 1Nind Bourne Debris Zone No Seismic Category B 10 OG for 4'-0" - b-0 Panel span Air Freezing Index 5qq Weathering Severe 2'6° y `6" 8" OG for 6-0" - V-0" Panel span references to such New York State code book as so amended. Frost line Depth 36" Termite moderate to heavy Winter Design temp 15 Mean Annual temp 51 Section Rg05 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in 1, ,1,o, Ice Shield Required < 8/12 24", > 8/12 36" Use #10 Wood Screws - 2" Embedment: accordance with A5TD1158. Asphalt shingles shall meet the classification requirements of Bottom 16" OG for 0' - 4'-0" Panel span Table Rg05.2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle Ceiling Live Load 20 P5Fplate b' ,. '. .v,w ..• Rz.i ..< 12" OG for 4'-0" - -0" Panel span packaging shall bear a label to indicate compliance with A5TMD7158 AND THE TOP VIEW •:;r.;y r., r„. .:::;at 2nd Floor Live Load 30 P5F j'"' ' i` F q" OG for 6'-0" - 8'-0" Panel span REQUIRED GLA551FIGATION IN Table Rg05.2.4.1. Exception: asphalt shingles not ', included in the scope of A5TMD1158 shall be tested and labeled to indicate compliance 1ST Floor Live Load 40 PPWind with A5TMD3161 and the required classification in Table R9 Exterior Deck Load 40 � q 05 2.4.1. Table 8105.2.4.1 Avg. Dead Load (all) 10P5F Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7 embedded into concrete, wind Speed128 Vrnph provides classification of asphalt roof shingles. max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt 10-ye ear .^. .._.� -6 vmpt.1- -- T washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts 25-year MRI _-._..-.__.. 87 Vmph ..- ......_._..... Section Rb04 Ceilingdiaphragms. At able endwalls a ceiling diaphragm shall be provided 9 9 Spans Exposure B, G, D Douglas Fir#2, Fb = 850 .psi, E= 1,600,000 and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with 50}rearMRi 99vrnph by attaching a minimum % inch (12.1 mm) gypsum board or a min. 3/8 inch wood structural top plate and spike top plate to bottom plate with (3) 16d common nails each side of 100-year tvtRl 106 Vmph BLOCKING ,PERIMETER panel sheathing, that complies with Section 8803, to the bottom of GJ or roof trusses and „ ,IN FIRST SHEETS splice in lieu of having both anchor bolts within 12 of splice on the bottom plate. TWO BAYS connected to wall framing in accordance with Figures Rb04.3.1.1 q(1) and R804.3.1.1 (2), 2xb 2x8 2x10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12' from its INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall -RR'S � /� NAILING g g g g' g Rafters 12"oc 12-b 15-10 1 q-4 22-5 end) 8602.11 j INTERIOR / AREA consist of C-shaped or track section with a min. thickness of 33 mils. For a gypsum board 16"oc 10-10 13-8 16-q 1 q-5 SHEETS / PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R804.3.7.1. For a Clg Joists 12"oc 15-0 1q-1 23-3 26-0 - AREA wood structural panel sheathed ceiling, the diaphragm length shall be not less than 12 ft. 16"oc 13-0 16-6 20-2 26-0 � , as; ;- for building widths less than 36 feet or not less than 14 ft. for building widths greater than or 1 st Fl. Joists 12"oc 10-q 14-2 18-0 20-11 l' TYPICAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max b 16"oc q-cl 12-11 151 18-1 �, ;� inches oc at panel edges and a max 12 inches oc in the field. The required lengths in TYPICAL ROOF 2nd FI. Joists 12"oc 11-10 15-1 1q-10 23-4 SHEATHING ` ' Table R804.3.1.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be 16"oc 10-q 14-2 17-5 20-3 Table 602.3(1) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table 8804.3.7.1 for gypsum board sheathed ceiling diaphragms by 0A shall be permitted if all NUMBER AND TYPE 16d Common 3112"x 0.162" 16"o.C.face nail panel edges are secured with screws spaced at 4 Inches oc Table Rb04.3.1.1. Provides ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ( ) OF FASTEN EW,n,� Bottom plate to joist, rim joist,band joist or -------- the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed, with 14 blocking(not at braced wall panels) 16d box(31/2'x 0.135"),or 12"o.c.face nail a ceiling height of 8 feet. Roof 3" x 0.131"nails . _._ ................._......_.... ....__......._......____.-___.---.---.- _ �___.._`_ _ ___.._ -________.------..---__._.__-.---....__....._.____..................__-_.-____...___.__._.___............_.__.__. ------------- .- here wind is > 130 mph use Solid blocking @ 1st two end bays 4-8d box(21/2" x 0.113")Or 3-16d box(31/2"x 0.135");Or _-� -_-- 3 each 16"o.c.face nail 1 „1 Bottom plate to joist, rim joist,band joist or , „ of END WALL @ 48„ OG. Blocking to receive a min. of(2) bd @ Section R105 underlayment and high winds. Underlayment applied in areas subject to high 3-8d common(2 /2" 0.131 );or 15 2-16d common(3 /2 x 0.162');or 2 each 16 o.c.face nail 1 Blocking between ceiling joists Or ratters to top plate Toe nail Mocking(at braced wall panes) each end of blocking. ( 121 ) winds above 140 mph, in accordance with Figure R301.2(4)A shall be applied with 3-10d box(3"x 0.128"): or 4-3"x 0.131"nails 4 each 16"o.c.face nail corrosion resistant fasteners in accordance with the manufacturer's installation instructions. 3-3"x 0.131°Waits 4-8d box(21/2"x 0.113"); or • • - . W=°::M:b ::,_ . <° ° Fasteners are to be applied along the overlap not farther apart than 36 inches on center. 4-8d box 21/2,.x 0.113" ; or 1 "x 0.135" ;or ;��. :<�. a=:.�.:��,�..._ r.�,�..-�.�z;,•;.,....r,•�;.��. .� �.:�:�:, ..���,u�:�•�.�: t ) 13-16d box(3 /2 ) _ Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph 3-8d common(21/2"x 0.131");Or 4-8d common(21/2"x 0.131");or Toe nail W,4 2 Ceiling joists to top plate Per joist,toe nail shall c h A5 Wind comply with TM D48bq Type IV or A5TMD6751. The underlayment shall be 3-10d box(3„ x 0.128"),or 4-1od box(3" x 0.128 ), or r_.........................._....-_.........._..........._.............._......................................_..........................................._...................._............................... ............. attached in a _. rid pattern of 12 inches between side l a s with 6 in. spacing at the s ide laps.s.IWind Speed 128 Vmph3-3"x 0.131"nails 16 To or bottom late to stud i4-3' x0.131, nails 10-gearAR! Vmph Underlayment shall be applied as required for asphalt shingles in accordance with Tab 4-10d box(3"x 0.128"): or '3-16d box(31/2"x 0.135"): or 25_yearMill 87 Vmph � Rg05.1.1 (2) Underlayment shall be attached using metal or plastic cap nails with a head Ceiling joist not attached to parallel rafter,laps over 2-16d common(31/2"x 0.162");or 50-year FSR! Vmph dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The cap End nail 3 partitions[see Sections 8802.3.1, 8802.3.2 and 13-16d common(31/2"x 0.162"); Or race nail 3-10d box(3"x 0.128"); or ;100_year i l i 106 Vmph nail shank shall be not less than 12 gauge with a length to penetrate through the roof Table R802.5.1(9)] 3-3"x 0.131"nails Seismic sheathing or not less than 3.4 inches into the roof sheathing. Exception: As an alternative, 14-3"x 0.131"nails3-10d box(3"x 0.128");or js� - -- OA73 adhered underlayment complying with A5TMD1 110 shall be permitted. Rg05.16.1 wind Ceiling joist attached to parallel rafter(heel joint) t 17 Top plates, laps at comers and intersections 2-16d common(31/2"x 0.162"); or Face nail -- ----0.fl4 .__.____..______._____-____ resistance. Photovoltaic shingles shall be tested in accordance with procedures and 4 (see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9) Face nail 3-3"x 0.131"nails I17$_.._____._...__ 1.6 acceptance criteria in A5TMD3161. Photovoltaic shingles shall comply with the TahiP RRfi�.ti 1(911 i --._..____ ______._.-�-._�. _-_-_ -_____._____.______-.---_-_ .. 1 � , . __-----__._..-- -..___.._.__.________.__ rV 2.4 3-8d box(21/2"x 0.113");Or classification requirements of Table 105.2.4.1 for the appropriate max. basic wind speed. _............................................................. ............. ................... . ................. ....._............... ............. 4-10d box(3"x 0.128"),or 2-8d common(21/2"x 0.131");Or i ....._.. 0.277 _._..._._-.............._... ........_........__._.....__............._.__........._._.__...._ Photovoltaic shingle packaging shall bear a label to indicate compliance with the 18 1"brace to each stud and plate Face nail s 0.118 Collar tie to rafter,face nail or 11/4"x 20 a.ridge strapto i2-10d box(3"x 0.128") or - procedures in A5TMD3161 and the required classification from Table 81052.4.1. ( ) 2 staples 13/4,, �---�' 5 rafter 3-10d common 3" x 0.148" ; Or i Face nail each rafter Isu, o.a7e Lupton 4't . 5ection Rg05 Rooftop-mounted Photovoltaic systems Rg01.2 Wind resistance. Rooftop- TL 6 4-3"x 0.131"nails 3-8d box(2112"x 0.113");or I.PG n .._........._,.._.... ...._...._.........._......_.._.... .. .._.____....____.....__.. mounted photovoltaic panel or modules systems shall be installed to resist the component „ . 3-16d box nails(31/2"x 0.135");or , 19 1"x 6"sheathing to each bearing .094 2-8d common(2 /2 x 0.131 ), or Face nail PGAt� _.._ O V15 __ __ - - - and cladding loads specified In table 8301.2(2) adjusted for height and exposure in „ 2 tae nails On on. side and 1 toe nail 2-10d box 3 x 0.128" ; or accordance with Table R301.2(2). 3-10d common Halls 3 x 0.148 , or ( ) ......_..__................_......_...__..........................__................_..................._-_......_..... j 6 Rafter or roof truss to plate („ ) on opposite side of each rafter or 2 staples, 1"crown, 16 a., 1314"longF►cn 1.6 mm--- - 4-1 ad box(3"x 0.128 ),or trussi p g --- Section R602 Wall anchor BOLTS- 1/2" DIA- " 4-3" x 0.131"nails 3-8d box(21/2"x 0.113"); or = ,M �% -•� -�f ` plate washers not less than 3x3 x3/16 . 4-16d(31/20 0.135 ): or t 1 "); B Max bolt spacing shall be 48" oc for two stories in height, 72" oc for one story in height. 1 "x {� 3-8d common 2 /2 x 0.131 or Seismic Design 3-10d common(31/2"x 0.148");or 3-10d box(3"x 0.128");Of Catagory }^ 4-10d box(3"x 0.128");or Toe nail 3 staples, 1"crown, 16 ga., 13/4"long Flood R602.10.8 Roof Rafter ties to wall Roof rafters to ridge, valley or hip rafters or roof rafter 4-3"x 0.131"nails 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail ( Flood 2onr x(unsrraded} -\ R602.1 Wall bracing as per R602.1 7 4-8d box(21/9"x fl.113'" or �\- _ J to minimum 2 ridge beam 3-16d box 31/2" x 0.135"};or ( 2 )r Table .W2-1 2-16d common(31/2"x 0.162");or 3-8d common(21/2"x 0.131");or 3-10d box(3"x 0.128");or End nail 3-10d box(3"x 0.128");or Rafter or Truss Uplift Connection Forces From 1Nind 3-3"x 0.131"nails 4 staples, 1"crown, 16 ga., 13/4"tong (Pounds Per Connection } 16d Common(31/2"x 0.162") _ 24"O.C.face nail srn�.�e ry i�""nM Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch 8 Stud to stud(not at braced wall panels) 10d box(3" x 0.128"); or 16"o.c.face nail <5:12 a 5:12 <5:12 5:12 <5:12 2:612 <5:12 >_5:12 <5:12 t 5:12 3"x 0.131"nails 12 48 43 59 53 70 iii 95 88 122 113 j 16d box(31/2" x 0.135");or 12"o.c. face nail 18 59 52 74 66 89 at 122 112 157 146 9 Stud to stud and abutting studs at intersecting wail Corners 13"x 0.131"nails [NYj TABi_E D1Q1 (at braced wall panels) 24 71 62 89 79 108 98 tag 137 192 178 116d common(31/2"x 0.162") 16"o.c.face nail DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN NEW YORK STATE12"o c. 28 79 69 99 Be 121 109 167 153 216 200 -- I ;16d common(31/2"x 0.162") 16"o.c.each edge face nail 32 86 75 109 97 134 120 185 170 240 222 10 Built-up header(2"to 2"header with /2"spacer) I1 �� " �_._ _-_ HEATING DESIGN TEMPERATURES 36 34 62 120 106 146 132 2r}3 1E6 264 244 116d box(31/2"x 0.135 ) 12 o.c.each edge face nail i 5-8d box(21/2" x 0.113"):or DEGREE Winter Summer 42 106 92 135 120 166 149 230211 300 278 - --- - ---- -- - DAYS DEGREES 48 118 102 151 134 185 166 258 236 1 336 311 11 Continuous header to stud 4-8d common (2112"x 0.131");or Toe nail D bulb Wet bulb NORTH p 12 64 57 78 70 93 85 126 117 162 150 Unauthorized alteration or addition to this Ian is a 4-10d box(3"x 0.128") (yearly Dry 2112 LATITUDE" •21/2% 1s 78 69 98 sB 118 108 162 149 209 194 violation of section 120q of the NYS Education Law STATE STATiONb total) 971/ 2fl2 i 16d common(31/2" x 0.162") 16"o.c.face nail---- 24 94 82 118 105 144 130 199 182 255 237 12 Top plate to top plate 10d box(3"x 0.128"); or " Albany 6,875 -1 88 74 42050' 28 105 92 132 117 161 146 222 203 ZB7 26s • Copies of this plan not bearing the Architect's red inked seal and 12"o.c.face nail 16"r,.c. signature shall not be considered to be vaild and shall not be valid 3"x 0.131"nails 32 114 100 145 129 178 160 246 326 319 295 g - Albany, 6,201 1 88 74 42°50' for construction. 8-16d common(31/2"x 0.162");of 3b 125 109 160 141 194 176 27C} 247 351 325 Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(31/2"x 0.135"):or ° 42 141 122 180 160 221 19a 306 281 399 370 • There shall be no master filing of this plan with any building wall line spacing<25' 12-10d box(3" x 0.128");Or Face nasi on each side of end joint Binghamton 7,286 1 83 72 42 10' 48 157 135 201 178 246 221 346 314 447 ala department and shall deem the plan to not be valid, sealed and 13 12-3" x 0.131"nails (minimum 24"lap splice length each Buffalo 7,062 6 85 73 43000' 12 96 86 lie 106 140 128 190 176 244 226 signed plans are good for one calendar year from the date listed of endjoint) below. side Double top plate splice SDCs Dfl, D1,or D2;and braced NY(Central 4,871 15 89 75 40050' . This Ian is for the building lot address below and is for a one wall 12-16d(31/2"x 0.135") Simpson Hurricane 'ries, H2A► ; Uplift 575, �"b; Uplift q5U p g line spacing>_25' ------ - a NY Park)` Exposure "C" time use Dated:03/01/23. Addr ss•1050 Lupton Road, d Matt' tuck NY TABLE R602.3(3) NY(Kennedy) 5,219 15 87 75 40°40' _. _. - --- - - ----- --- -------- -- - -- - --------- - SPACiNr3 (feet) i REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WiND PRESSURESa'b,c Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch %r NY(LaGuardia) 4,811 15 89 75 40°50' <5:12 15:12 <5:12 25:12 <5:12 25:12 <5:12 25:12 <5:12 15:12 �"'"x ` '":''"M t., GENERAL NOTES & HIGH WIND F „,, 5PECIFICATION5 MINIMUM WOOD MINIMUM Rochester 6,748 5 88 73 43010' 18 121 111 141 131 163 151 208 195 257 242 T PANEL NAIL SPACING WIND SPEED V ^ ULTIMATE DESIGN r'`ir,." . '" w, �.__�_.._....__.___._...... 1 88 110 102 126 118 161 151 198 186 ' - MINIMUM NAIL uit � s ,� ', "`�`. '• i � NOMINAL MAXIMUM WALL STRUCTURAL j24 148 t36 173 t60 200 185 256 239 317 298 p ;, y �,,F , • ,+ PANEL STUD SPACING (mph) Schenectadyd 6,650 1 87 74 42050' PANEL SPAN 28 166 152 195 179 225 208 289 269 358 335 12"o.c. Karen & J e 1 ' I I eyPenetration THICKNESS (inches) Edges Field Wind exposure category RATING, 32 184 168 216 199 249 231 321 299 398 373 Size k inches Syracuse 6,756 2 87 73 43"10' (inches) (inches) (inches o.c.) (inches o.c.) B C D 36 202 185 237 219 274 254 353 329 438 411 6d Common 1.5 24/0 - 42 229 210 269 248 312 289 402 375 499 468 3/ 16 6 12 140 115 110 VV (2.0"x 0.113") i - _- 8 48 256 234 302 278 349 323 450 420 560 524 F j PETER T. POD LAS 8d Common i 16 6 12 170 140 135 12 126 117 146 136 168 157 214 201 263 247 ARCHITECT c „ E 1.75 24/16 7/15 18 161 148 188 174 217 201 277 259 342 322 BOX 1058,REMSENBURO,NY 11960 631-325-0929 (2.5 x 0.131 ) I I 24 6 12 140 115 110 -- - - - --------------- -- - 24 197 181 230 213 266 246 340 318 422 396 DATE 03/01/23 For SI:1 inch=25 d mm,1 mile per hour=0 447 mrs 28 221 202 259 238 299 277 384 358 476 446 1050 Lupton Point Road a. Panel strength axis parallel or perpendicular to supports Three-pty plywood sheath. - with studs spaced more than 16 inches on center steal!be applied with pane)strength axis perpendicular to 32 245 223 287 265 331 307 427 398 529 496 SCALE: A5 NOTED MattltUGk, NY A2 supports. 36 269 246 315 291 364 338 469 438 583 547 Page 2 of 12 I b. Table is based on wind pressures acting toward and away from builduig surfaces in accordance with Section 8301.2.Lateral bracing requirements shall be in accordance with Section 8602.10 42 305 279 358 330 415 384 535 499 664 622 c. Shaad structural panels with span ratings of Wail-16 or Wall-24 shatf be permitted as an alternate to panels with a 24?0 span rating. Plywood siding rated 16 o c.or 24 o.c.shall be permitted as an 1 - ... .— . .- . ... . . 48 340 311 402 370 464 430 599 559 745 697 R326 Existing or NEW Outdoor swimming pool to comply.An outdoor swimming pool,Including an In-ground,above-ground or on-ground pool,hot tub or spa shall be surrounded by a barrier which shall comply with the following: 1.The top of the barrier shall be at least 48 Inches(121 q mm)above grade measured on the side of the barrier which faces away from the swimming pool.The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches(51 mm)measured on the side of the barrier which faces away from the swimming pool.Where the top of the pool structure Is above grade,such as an above-ground pool,the barrier may be at ground level,such as the pool structure,or mounted on top of the pool structure.Where the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches(102 mm). 2.Openings In the barrier shall not allow passage of a 4-inch-diameter(102 mm)sphere. 3.Solid barriers which do not have openings,such as a masonry or stone wall,shall not contain Indentations or protrusions except for normal construction tolerances and tooled masonry Joints. 01 4.Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45 inches(1143 mm), I101_11 L the horizontal members shall be located on the swimming pool side of the fence.Spacing between vertical members shall not exceed 13/4 inches(44 mm)in width. cheeks for Where there are decorative cutouts within vertical members,spacing within the cutouts shall not exceed 13/4 inches(44 mm)in width. framed stone I I 5.Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members Is 45 inches(1143 mm)or more, „ I I veneer walls I spacing between vertical members shall not exceed 4 Inches(102 mm).Where there are decorative cutouts within vertical members,spacing within the cutouts shall not exceed 13/4 Inches(44 mm)in width. 6.Maximum mesh size for chain link fences shall be a 21/4-Inch(57 mm)square unless the fence has slats fastened at the top or the bottom which reduce the openings to not more than 13/4 Inches(44 mm). 7.Where the barrier is composed of diagonal members,such as a lattice fence,the maximum opening formed by the diagonal members shall not be more than 13/4 — — — — — — — — — — — — — — - -- --- — -� inches(44 mm). I � 5/8" DIA. $OLTP ® — — — - — — b— — — — — — — — — — — -� 15/8" DIA. BOLT 8.Gates shall comply with the requirements of Section 8326.5.2,Items 1 through 7,and with the following requirements: LOCATION LOCATION 8.1.All gates shall be self-closing.In addition,If the gate Is a pedestrian access gate,the gate shall open outward,away from the pool. 0 8.2.All gates shall be self-latching,with the latch handle located within the enclosure(Le,on the pool side of the enclosure)and at least 40 inches(1016 mm)above grade.In addition,if the latch handle is located less than 54 inches(1372 mm)from the bottom of the gate,the latch handle shall be located at least 3 inches(76 mm) below the top of the gate,and neither the gate nor the barrier shall have any opening greater than 0.5 inch(12.7 mm)within 18 inches(457 mm)of the latch handle. 6.3.All gates shall be securely locked with a key,combination or other child proof lock sufficient to prevent access to the swimming pool through such gate when the \ typ I I ! I swimming pool is not in use or supervised. q.Where a wall of a dwelling serves as part of the barrier,one of the following conditions shall be met: CIA.The pool shall be equipped with a powered safety cover In compliance with ASTM F 1346;or tn U.Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen,if Ln Ln present,are opened.The alarm shall be listed in accordance with UL 2017.The audible alarm shall activate within 7 seconds and sound continuously for a minimum of 30 I I I I seconds after the door and/or Its screen,if present,are opened and be capable of being heard throughout the house during normal household activities.The alarm shall automatically reset under all conditions.The alarm system shall be equipped with a manual means,such as touch pad or switch,to temporarily deactivate the alarm for a single opening.Deactivation shall last for not more than 15 seconds.The deactivation sudtch(es)shall be located at least 54 Inches(1372 mm)above the threshold of the 21.0 I I I I door;or y - 20'-1" 2'-0" q.3.Other means of protection,such as self-closing doors with self-latching devices,shall be acceptable so long as the degree of protection afforded is not less than I 1 �� 61-711 I I the protection afforded by Item q.1 or q.2 described above. 10.Where an above-ground pool structure Is used as a barrier or where the barrier is mounted on top of the pool structure,and the means of access is a ladder or o — steps: 7/8" DIA. T I I (3)1.7?x 18" LVL GIRDER �� cy iV 7/8 DIA, 0 10.1.The ladder or steps shall be capable of being secured,locked or removed to prevent access;or - - - - - - - - - - - - - - - - - - - - -� CO . I --- a 0 0 �. L - 10.2.The ladder or steps shall be surrounded by a barrier which meets the requirements of Section R326.5.2,Items 1 through q.When the ladder or steps are secured, i,; I I EGRESS locked or removed,any opening created shall not allow the passage of a 4-inch-diameter(102 mm)sphere. � I r - - - - - - — - - - - - - 7/8"" DIA. - - - - - - � - - - - - - - - - - - — J L� J l� J i i WINDOW SEE I I I v i I I DETA I I o I I E (2) 11.88" TJI 230 FJ 16" OG Ti F-in kitchen island area 5/8" FIRECODED 3 DIA. STEEL ZIP WINDOW SCHEDULE FIRST FLOOR O I I GWB ABOVE COLUMN ON A o I I = I r HEATING UNIT A5 2FT X 2FT X 1 FT m v 3"x3" x1/4" schedule 40 square column on a REQ'D PG FTG _ I WINDOW# #OF UNITS TYPE MANUF. NOTES 30"x30"x12" poured concrete footingILL i I I o i column up to steel beam (black fill) L GW14 1 CASE. ANDERSEN I in. GXW14 4 CASE. ANDERSEN CX135 1 CASE. ANDERSEN i 24'-011 d' ;fl i I G436 6 GLIDER ANDERSEN / ( A21 2 AWNING ANDERSEN �, -' _ _ - - - - - -- -- x 88" LVL GIRDER IT I (3)1.75 x 11.88" LVL GIR EIS J — WINDOW SCHEDULE SECOND FLOOR r i 1 r �_ 1 (3 ( I - WINDOW# #OF UNITS TYPE MANUF. NOTES m I � L __j — —J GXW15 6 CASE. ANDERSEN V-5' T-7" 6'-31, r r (3)1.7x5 x 11.88" LVL GIRDER u o B91 D CXW14 4 CASE. ANDERSEN I I J J j (3)1.75 x 11.55, LVL GIRD R I I GW13 1 CASE. ANDERSEN i I F_ _ L —J l� J J 7, 3,� J 7,_2�— I J I-- I — - - - I. _ I A3535 2 AWNING ANDERSEN I (3)1.75 x 11.88" LVL GIRDER j ---__---- -� I I `�' 5/8 GWB I I 0HP34510 4 FIXED ANDERSEN o I I I I ,L L J x ABOVE DIRECT I I Ln' 20'-3" � ,I` r VENT 4" PG SLAB 6/6 X 10/ FURNACE A5 I I v I ( 3"steel zip column column on a O d, x (� 10 WWM PITCHED TO I I REO'D WINDOW SCHEDULE BASEMENT 24"44"x12" poured concrete footing GO d Ln / o% DRAIN MAPOR r___ .- •,' �/ �I BARRIER I WINDOW# j yam{a" I �? (typical) ( I #OF UNITS TYPE MANUF. NOTES j x _ �I O „ r GWB UNDER ''i I I I 4 PG SLAB WITH m UP STAIRCASE AS I I I 2817 4 Wlblb X 10 WWM I I � � ' ' SEE DETAIL- E 1 EGRE55 ANDERSEN W/BLUESTONE VENEER I GONG. BUTT. Fn - - - - - - - - - - - - J-o- - - - J (TYP.) r r - -- - ry l I - - - - - - - - - - - - - -- m I — - - - - - - - - - - - - - - - - J DOOR SCHEDULE FIRST FLOOR �I— — I I — — — — — — — — LOCDT O BOLT r ", r -I Ir — DOOR# #OF UNITS TYPE MANUF. NOTES — — — — — — — — — — — — — 4 PG SLAB WITH FNH60611/TRAN50M 1 FR. WOOD ANDERSEN PLUS TRANSOM FWT-2-6016 W/ 7/8' DILVL HORIZ. MULLION BETWEEN P`' b I I d-I o E - FILL & `r I W/6/6 X 10 WWM W/BLUESTONE DOOR AND TRANSOM Zip column on conc %0, I I „ r — TAMP --� I II VENEER FWG160611-4 2 FR. WOOD ANDERSEN with anchor bolts -4_- 1 for 2x4 frame wall — — — — —I e L2� II w/cultured stone �I II FWG60611 1 FR. WOOD ANDERSEN L— — — — — — — — — — — — — - - — — —I DOOR SCHEDULE SECOND FLOOR DOOR# #OF UNITS TYPE MANUF. NOTES FWG60611 1 FR. WOOD ANDERSEN -----_ - ---------- ---_--- -- -- -- = FW6100611 2 FR. WOOD ANDERSEN FOUNDATION P SCALE• �*11 1 �-��� - ' FWH29611 1 FR. WDOD ANDERSEN GRA1)E /I ( see plan) �- VERIFY ALL HAZARDOUS CONDITIONS FOR SAFETY GLA55 CODE REQUIREMENTS NOTE: 10" PG FON MALL Y41TH (2) #4 HORIZONTAL REBAR 12" FROM TOP OF id � Y�IALL AND BALANCE PLACED - ---- -- -- - � FouN R5 rigo DATION 32 O.G. KEYED TO A 20 X 8 , ..,.,, a PLA Insulation _ ° 1 PG FTG � `/,`� t�:� � ¢,. ,.- -- -- N e� G t ii 1q-4QQ v v ��5 yg �aA- Karen & Jerry Diffley j Bg10 r o 0'-10" PETER T. P00LA5 �y �--� `� ARCHITECT ° BOX 1058,REMSENBURG,NY 11g60 631-325-Og2q ! DATE 03/01/23 1050 Lupton Point RoadA3 SCALE: AS NOTED Mattituck, NY Page 3 of 12 �, - - --- - 3q'-'7" 21'-6"----- - -- y 81 /,11 1 q,-1011'-qll 10'-q" y 10'-q" j I 2x10 cross membertie H2.5 _ _ - -_ 4"ROOF VENT 3" ROOF VENT II 4"ROOF- i I I VENT I 3" ROOF VENT ROOF wrapped In azex --- y Simpson Post Gap ! '^ H2.5 tie I I �. BATH#4 504 to header — — (2)1.15 x 9.5 LVL HDR Deck Joist '---� I�� I BATH#3 wrapped in azex I Simpson Post Gap 2 1 I I BATH#5 bxb MGA post inside BC46 to header f I 4---- I — I 10"x101 permacast (2)1.'5 x 14 LVL column 4 C� I " HDR 1 wrapped In azex I I 1 11/2"4x6 MGA post Inside I I I I I I r 1 3 I 2x4 framed column - - 7 I 1 a . -I i 2ND Simpson / {t.� r, 1'_0" � ( / I ' I r" 1 6x6 post base II ---- I -�' } i p �/h 30 I �I 1/2 T - - ��� 1 1/2 `- J FLOOR Z- — `' ---- -- - -- --- --------- — Bluestone pavers 211 I - 1 2 s I 311 1 over 2"BLUESTONE OVER Simpson 1 I I \ I I O „ reinforced 4"poured 4x6 post base REINFORCED 4 I concrete slab q! 8"dia.concrete filledPOURED 2x4 MGA plates I I I `"j9--lb"AWW"sono tube-rebar to uA 1/2"dia bolt I ! I I / CONCRETE SLAB poured conc.footing WITH TUNED DOWN ,; 12"x18" ler-rebar I I I poo 0' x 14' wl 1 " coping EDOE5 I 5 in to 8"poured cont. I I I A5 5HOWN footing P PORCH P05T TO PIER DETAIL 1 BATH#1 5 PORCH P05T TO PIER DETAIL -I _, KIT. i \ BATH#2 Ii I ` � + _ � I • I LAUNDRY j I (2)1.75X14 LVL �' 1 I i ♦ 1 1 3" i l 1 1 1 1 1/2 11 1/2 1 1/2" COVERED 1 1/2_ y-_ l 1 I 2 PORCH - �� 7 T 1---x- 0'-8" I I o o � � �=°� - . IO _ _ ____-_ /___1/2111 1/2' 1 1/2 _ �� 1 1/2 15T FLOOR — -L,�- I FW G 160611-4 /, j 311 311 --- 211 - - - HOU4 11 HOU4 BLUE5TONE PATIO (2)1.75X18 LVL HDR SHADE �,0 8 P OVER 4" POURED CONCRETE STRUCTURE I REINFORCED SLAB _ M'BDRM 4" � G RADEI ----- -- - ------- --� -o°_.. --- -.._.__. _...--- — PATIO ELEVATION 20.0 0 SII ELEVATION 19.5 2X1016" oG � (deck above) o F.A.v cn cy - A 1z x PLUMBING 56HEMATIC -K o o l 1z X in TO SUFFOLK Ln K t7 NT5 COUNTY APPROVED LL CA CA 20'-b" C142' in -- -- ---- -- ---- --- ----- -.. - _... - - —5D cO I- -0" 20'- " 2'-0" C14 HDUS FWG160611-4 HDUS 6436 G436 6436 CA (2)1 '15X14 LVL --- ------------- 'Z 1 (2) 1.15 X 11.88 LVL HDR HDUS 3010 j b (2)1.15X16 LVL HDR � o I HDUS , U dw . I j 4X4 o W Y �', POST O z = v FF ELEVATION ON O V�IALK E E 20 5 , I 1_ 11 � 0 ^� I (deck above) y 21 0 o I N O I j - n, ------ 20`8"---- pool I I DINING m I j equipment _= I I I LIVING - -- o BATH #2 O r FLAT ROOF DECK OVER MASTER BEDROOM ♦ 4'-5" I , zz (open to j BELOW O -- --- ---- X above) € ( to �- - o - D • f _ I I I I o DIRECT VENT v WALK �' 15`" 4X4 X -- P05T ! � � m (column PREFAB 6A5 (3)1.1 x 4" LVL FL H wrap FIREPLACE W/ IN 1P ! GIRD R / HHU5 5 0! around GLA55 FP. DOOR& o m j ® FRAME CENTER HIP 2868 ^ - \ FIRST(BLUE) / 2668 4 x4 OUTDOOR O I GON IEC DR BY 51 P5 N post) 23'-10" FRESH AIR VENT 4'_1" 11.111 '-6" 8'-0" FLAT ROOFDEGKOVER ' ' ry ----- -- ------ ----- ' -— KITCHEN BELOW ---- - --, 5HOINER I - — 1 1513n v "� 2668 / m _ -- ----- 3,-0„ \ / BDRM#2 j 3010 1 KITCHEN (3)1.15X14 LVL(flush) OVERFRAME ON TOP u �` 1 11 301 _ L N D RY I I OF MAIN HIP(PINK) / - v i (DESIGN $Y OTHERS) 1 11 (25-0 SPAN) 6• --- ----- --- o"0 2068 ! _ — 0 o l @, j I I \ aA '• - - 2468 m o - - �j walk wayabove , Ia r - �� ref ~ ! D 2810 o LI C L - BATH #s TH m II o ❑Q a BDRM#4 v' #4 ^i 3010 2 1.15 X 14 LVL FJ (n 2468 ( ) 2868 ' I 2410 S. - - ♦ - ' (2)1.15X14 LVL _ 3010 12'-8" 2'-2" 14'-0" OVERFRAME O�TOP \ - 00, --- ------ ----- ---- ------ OF MAIN HIP(RED) - ,B,_2. — - ILI In o P- I In 1 - _ I 2468 2468 - 2068 B RM 4'-0" M U D RM BUTLERS I j ---- - __.1-0 - ---- 7-0 0 , LG �. PANTRY I Dr I of l GL -- _ SGL I ♦ 2'-0" 1 n i O''' --___ ----•__—_ ° I `-I 0'-6"_._ 0.__. 0�.. 9� belowt0 ' // 2068 �- of 611 I 1 0ll 4-0_— , j ENTRY BATH / p O i O J (OPEN TO ABOVE) #5 P- DEN �l - �/>L ;ANS r b-8• �• 4-3" -,-__4'3 -__�' b 3 -Y GL 2010 10 U - I SKIRT = _ - - FPi T O OF I �j VANH.1 ROOF --3-T- - q-g" q.g--1-_ 51-Ir N, BATH X 3T/4R I - - -- --J - - 1 n 1 n 1 u 11-0" ui o to u'; ---4-3 r �.'b- --- 2 2K 10 18-8 X 24 �3 m # a� GL u, I O (2)2 10 2010 I I X (2)1.15Xq.5 LVL HDR �I 51.611 _ -� ♦ HIP ROOF LAYOUT v _ !I _, CXW14 CXW14 HDUS TYPICAL 2X6 -♦ RR&2X4 GJ m �I o l (2)2x10 A21 FNH60611 W/FWT-2-6016 TRANSOM ;A21 16 OG II ABOVE W/LVL HORIZONTAL MULLION j BETWEEN DOOR AND TRANSOM HDUS GXW 14 / -- - - -- -/ GXW 14In PORCH 11 i 2.411 , 3 DIA. STEEL ZIP COLUMN - ♦ 8 14 2-4�- C (FON. TO HDR ABOVE) BOXED i %'` ) : ;y. 15T FLOOR,PLUMBING, W/2X4 FRAMING WITH VENEER I Y; , y- — -- 11 -4" — _ CULTURED STONE °_ ', ROOF FRAMING fi ! Karen & Jerry Diffley A I I — ,— - -31_g11 I 11 1 II 1 11 1 11 I II 314- 3-4 q-1 8-4 3-4' PETER T. PODLA5 24-1" - - -- _-- 21'-0° --_ -- y aj ARCHITECT BOX 1058,REMSENBURG,NY 11860— 631325-0829 -A4-- - --- --------- DATE 03/01/23 1050 Lupon PROP05ED F FLOOR 5CALE: 1 /4 = 1 '-0" LIVING AREA 50ALE: A5 NOTED MattitucktNY Point Road 2331 50 FT - - _ — - — _ � Page 4 of 12-j 8 0 7 6 2 0 10'-3 1/2" 10'-3 1/2" 2'-0" 1'-10" j - I ! I i Composite decking on duckboards over EPOM roofing with Gaaco sealtant , „ on sleepers - itched to drain DECK BEDROOM #2 3 0 HIGH p p GABLE over (2) 1 .15 x q.5 TJ 1'5 16" OC RAILING j21'-b.. j 14" TJI 210 FJ 16" OG --- --- -- — 0 01 - I 11 2X4 VERTICALS FLAT — R 2X85TRONGBAGK 46"Or, MASTER BEDROOM OOF DECK `I 7xiocn OVER MASTER BEDROOM GXW 14 " B ELOIN A3535 A3535 GXW 14 - �-7 LIVING ROOF GATH GLC, [ [[[ ILI STRONGBAGK DETAIL - �lU 3'-0" HIGH ' I � 'I � I11„ I , /CABLE�� 42"X 72" 42"X 72" 42"X 72" 42"X 72" RAILING j ! j FIXED GL. FIXED 6L. FIXED GL. FIXED GL.Li FWH2g611 FWG 100611-4 - �r (3)1.75X18" LVL HDR FRAME UP TO CATCH RR5 (2)1.75X11.25 LVL HDR / HDU4 C = _ I v FLAT ROOF o Ln UC7 6436 G436 6436 FWH31611 CX135 � u' DECK OVERU11 C� m `� -_-LZJ KITCHEN BELOW _ - 2668 FWG6ob11 - :,, - �CJ v ! U o ATTIC, HATCH X GL BDRM #2 ,n X W/R38 m r N I - / CA f4 ►n 2668 in IF- _[-- - /T.._ ---- ----.... - - --- ------ 2X10 RR 16" OG 0'-6" 3-7 HDU4 � Tt---- - -�------------ FWG 100611-4 2X10 GJ 16" OG i 1 i OPEN TO _ _.... @2'-0"ABOVE 8'-0" PLATE 1 -� BELOW 2X10 RR 16" OG i 1 i (2)1.75X11.25 LVL HDR J L fir_ J 5D 2X10 RR 16" OG 7 u _ � u 9 2X10 GJ 16 OG 5117E ELEVATION 5 CAL E. 1 /4 1 -0 m o . „ , „ 2868 _ @2-0 ABOVE 8-0 PLATE0. o v - --- O v In v • -v ^ O 2 GO - 8'-1'� 2468 - BATH K m U- Ql o BATH #3 - - BORM #4 ' ° Z i #4 0 SEE STRAPPING I 2868 O O 2468 DETAIL for strapping U- requirements 2X10 RR 16" OG oI 5D i- yG D 2818 ( \ = 2X10 GJ 16" OG D 12 TYPICAL ROOF - --- We 8 35 year Architectural roof shingle v % v N Overframe over 15# roofing felt ! OPEN - - gable roof on over 1/2" COX plywood nailed to ! ♦ 0 2068 BOR M #3\. top of main R38 BATT 2X10 Roof Rafters 16" OG I 2468 �cRE o '[ �[ 1 0 2468 roof P LC � � - o Wvmo � X o = GL X I \ TYPICAL _ O ' z_ - - - (2) 1.75 x q.5 --- } 4 o _ = , � ,� � � �� z I I 2068 LVL'S hdr. OVERHANG � q-0 D-b 5-6 O 7 pen to (FLUSH) - - 1 x 8 Azek fascia ---- �'- Q tL (2)2X8 - 2x10 CJ's (3) 1.75 x 18" with alum gutters to BAT -� O b slow I GL (2)1.75Xq.5 LVL HDR �I `� ,,,, HDR I „ 16" OG LVL'S hdr. d yell - _ - -' GXW15 GXW15 14 TJI 210 FJ 1 -4 Vinyl bead board #5 @ 16" OG y o ,_ „ vented soffit LOFT 2 0 (2)2X10 HDR (2)2X10 HDR _ 0 0 -9 HDU4 (2) 1.75 x 11.88 + - �� = 2'x2'x 18'2x4 _ �--- GXW15 Q _ FWH60611 � XW15 II \ (2) 1.75 x 18 LVL'S Box -1 �' o column soffit w/ o, GXW15 GXW15 j = Q _ ,� LYLS hdr. stone veneer �I HDU4 j -Ln 11 0____ X 3 DIA. STEEL ZIP COLUMN Composite decking over flat _ N BOLTED INTO (2)2X10 HDR& W12 x35 (FLUSH) ATTACH (2)2X10 HDR'W/ I I : I v INTO SLAB BELOW, W/8x8 roof construction �, �!, : pitched to drain m1, LV528-2 GALV. FACE MOUNT / PERMA CAST COLUMN WRAP TYPICAL WALL 8/12 skirt roof HANGER BY SIMPLEX*BOX ON TOP OF 2X4 BOX FRAME iv OUT WITH AZEK SURROUND STONE VENEER(COLOR BY 2x6 studs 16 OG � I OWNER) (SEE BLDG R1 q Batt Insulation LVL'S hdr.16 j ELEVATIONS) GABLE RAIL 1/2" GWS SYSTEM 1/2" Ext. Sheathing Tyvek t column 3-9 4-3 4-3 3.41 3-4 q-1 8-4 3-4 6'-3" Boral or eq. board & batten wraps LIVING --/ - ----/-- - ---- ---�'---- - - -- -- --- - -- - - �► — ------ siding ROOM TYPICAL 16'-0" L-1 4' N GAREA- ENTRY L--- 21'-0.. CONNECTION (2)2x6 MGA Sill plate o r 'I Sill seal 11.88"TJI 360 copper kraft termite shield 5'-0" R38 FJ @ 16"OG 5/8" dia anchor bolt 30"OG - - --- % _ _ 5ECOND FLOOR PLAN SCALE: 1 /4 = 1 -o" _ ___ _- I-I I-III M I'=I =1 1= I III-1 11=I 11=1 I I-III-1 I I=1 I I - I1 1 1I!I=1 11=1 I I-1 I I-III I m (3) 1.75 x 11.88 °. 0'-10" LVL'S Girder R38 BATT ------ - --- TYPICAL - +� j FOUNDATION � 0'-3" 3x3 x1/4 steel column from steel _ _ - beam to 30"x30x12" poured 10" PG FON wall w/(2) #4 bar 12" concrete footing from top of wall & #4 bar GRADE (see plan) ' BALANCED 32" OG keyed to a NOTE: 10" PG FD' x 8 PG ftg -� ° WITH 2 #4 HORI I -- -- -- ------- — „ Wall to receive 6 mil vapor barrier � � 2ND FLOOR B U I L D I N G .p 4 PG slab with 6/6 x ! over damproofing, slab to have `A REBAR 12" FROM 10/10 WWM j A, 6x6 x10WWM on 6 mil poly WALL AND BALM " SECTION vapor barrier on compacted fill R5 rigid 32" O.G. KEYED ; + ;k -- insulation _ o i ,''%4.``c „L "I ° PG FTG 3 dia. steel zip column on a ;, , Karen & Jerry Diffley 24"x24'512" poured „ _ ``+, w ;. cont. footing A BUILDING 5 E GT I O NV-0" __ -- -- Scale 1/4 - 0'-10" PETER T. PODLAS I ARCHITECT - BOX 1058,REMSENBURG,NY 11860 631-325-Og2q DATE 03/01/23 1050 Lupton Point Road SCALE: AS NOTED Mattituck, NY A ' I Page 5 of 12 I I 12 II " 1 'Il 11 I I III ,I I I 11 i III I I I II III a I I 1 I I 11 I I I II i I 12 12 I I I I I I I II i I I I I I I " I I I I I III I I I "I I I 1 8 I I I I I I I I I II I I � II I I I I I I I I I I I I I I I I I' I I I I 1 II I I II II I II 15 ga. 55 trim Skirt roof nails min. 1.5" 3/4" - 1/2" penetration into gap spacing sheathing t� 9 1x3 Tru Exterior FNH60611 Nail batten Boral Trim Board within 2" of II Batten over GXW 15 GXW 15 GXW 15 ,L GXW 15 GXW 15 =CIXNGedges of board II 1x12 Boral Trim LJ__ and batten Board II 1x12 —� I over Tyvek rain screen on 5/5" D ?C "I 1x3 ext sheathing on �r ur gap 2xb 1 F OG D _,I )DLJ F1: WIT"iI-2-:I I 60I III � I�JJ�I DD [ (�JJIDDij LL�IC BOAI RI��]_���—�--�D�-��L,L0❑���Or�'�C�& JJ� �-� D DD7DDGD' BIIIIIll'1 oa.1 .ri;I�(IIII d II a'' nr_�Jo� �Jc� lIIIIIIII Id Batten �❑��oC���a -tI DCDDD�DJr" l t eII ii n 5 I U III i'', d�I I in a II I Details I IIIII!IIIIII eIII Ut',',I�aI i'I lIs ' 'I IIIII -' plan, Ian I e��',�, lIeI v'' aI I t'�,.I iIII1IIII oII, n BATTEN SIDING A2 ]FA2 FNH60611 GXW 14 CX ` _�X!)r U. = CL: r Lin � J 'A FRONT ELE\/ATION 56ALE: 1 /4 1 12 ' I; � n�UDGDL`'IIIIIIr7 1, ' ' -_ _ r'III ;�,1IIIII r�I � - �-1�2 J _ _U WH29b11 1 , f_Fj FWG100611-4 =D — � FWG100611-4 r JKJD�_In FIXED LA55 FIXED LA55 LA55 FIXED LA55_j 42 X 12 42 X 12 42 X 12 42 X 12 j1 LJ lUl 12 ^ D I 8 12 IT D -U (5436 G436 G436 EDJ FWG160611-4 FWG160611-4 7 - I I �-rj -J Cl n V�_D - Ja_l 1D. 1 F-1 L-) 1:1J9- DirI LFrI� IIIII 82IIlI �❑ LL J I (DID GW13 OXW14 GXW 14 aSTO'',, I rI,N .- ' E oEliC7 DL _0.1 REAR ELE\/ATION 50ALE: 1 /4 = 1 JDD D10 _Inc DDGW 14 U)L ELEVATION5 - 11 Karen & Jerry Difley51DELEVATIONSGML : 1 / 1 PETER T. POOLA5 ARGHITEGT' I � BOX 1056,REMSENBURG,NY 11960 631-325-0929 DATE 03/01/23 I 1050 Lupton Point Road 5GALE: A5 NOTED Mattituck, NY A6 Page 6 of 12 Ft rW �_'Clt:rET: cvr k; Il . r oz r ej r. Ijrj: I F_ FA E 0 1 P4 r.'tj K't Ar-, _10 _LL 7_71, ll 41 111 P�' LF1.t J, of ip 411�0'il, 'j 7 T I VyAl It L A T1 K-41 f 1.7 4 1.':'C it, i .0.7 uses"506 NIAtER J EL Ln E€ Uses PUBLIGVVAfER 5 '64'4 4 PT Nstye 10(1 0 W1 (FUjDjl( Ujq�el 'k r slit lea . fenctn+ Nb UTILITY [7- PRO ROP IN POLE -J-; kir.'mV • P."JA r,0A 0011,E Ee S 71m,/ Rr — ' 1 - —I I �11'11'd" 05e _Mlovev CURB T 00, r Lk' D 0 16 :,DN-9_1 K S6 D IN pste PROP.TRE =EXISTING Z"�M i F7 11,i T_IF 1� Y r .16f X81 Deb'dia; rr.rr 4,96 31-50,, 10V45 C> 141 S 0" fx- r r Roof Area 2415 5F x 0.11 421 OF nc�'�see S1 r a I-SIA,45.IS v,.r ih fj4k="t-,. 'KTOB VOLISHED HOUSE ECTOT"AbrIj M1�111 W-14TOPOr 421 CF /42.2 = q.q vertical ft of 5' dia leaching pool 15,1111 -8,ve( " %-�" X3 Pa"'14-11M required PROVIDE (2) Vdia x 5' deep STORM DRAIN FOOLS 0-obn ct ROPOSeD -157 TOOF SM),AWU's Ve S'Oviest 1edWdB ll —4 "gal QuAw..6" Driveway Area 1205 SF x .1 7 = 204 OF x'18 14 I�/ �_-"� -. FUJl WSTIZOL, ' ROOF RUNOf'1=0'I.. DISCHARGE 204 CF/42.2 = 4.8 vertical ft. of 8' dia leaching pool "NeL.2' Usev ALSO'0 PROVIDE (1) 5' dia. x 5' deep STORM DRAIN P Boqe "- IN J POOL 0 p15rU'BP'H('e 20 PEN AND GRO A.13,000 sG 0 Fos B _ PR I4eOU5r D S'U'zBev 2 5 rogy 1.6 '00"S' SeV r' N el I Lc! 0 a_�� C 0'.(0 0 0-'- 0 ards) A i PRO" PROVIDE 4" X10' FVC, FC,'5 OF DRAIN PIPE TO (#'11 L3 --- RO 40, DRYNELL5 AS REQUIRED (TYP) C% c: PATIO C% PREPARED IN ACCORDANCE WITH THE MINIMUM 21' STANDARDSIF R TITLE SURVEY5AS ESTABLISHED Sev -10 BY THE A PR AND APPROVED A DADOPTED :LIAL.0 OR SUCH BY THE NEW YORK STATE LAND Izo? TT1 PD? TFITLEAS5061ATION v, use CORNER Nt Z A?FR0)(.A GARNER l ' m_ - " -`- __ .. I HOUSE 20 __gt— � i EXISTING SEpTir,SYSTEM TO BE, PUMPED AND CLEANED&ABANDONED AS PER 5CHD REGULATIONS IF CONTOUR LIMIT OF JURISDICTION ALION.�,L,"NON-JURISDICTION F, .6061 e LETTER 1,, 0 RI5D L 1C, LINE 1 b '-- DATED APRIL 1,2021,APPLICATION#1-4130-04112/00001 10 FLA6 4 FLAIS 2 LANDY4ARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY COLE ENVIRONMENTAL SERIVICFS ON 10/25/2020 ORDINARY HIGH WATER MARK 5 bq051'24_"Vq 10111111 — SEAWARD EDGE OF MARSH DEEP HOLE CREEK s7eOV11 ay m j'W If r 1T*r%1f_. SIT'E PLAN 1 30 Lv fk� V r A 0 7.1 PER$PECTIVE VIEW FEqCU 1"r-rNT WOVEN %V-P.E FE.04CI; 2! In P 0 A r hTP r4_T'EP CLOTH I tw-t-o S13 CU P�L-, i las AC'l N F3 T C, ;11; Sri 7f��4 10-0,X rA v w ro F f.i mkas An r,i, o-�7rr 1 -10:,,UNEAR run TEMPORARY %4UNCSTRUCTION E1'L'T'P%ANCF SFUTON DEI AIL Z-z is 14 SILT t:ENCE DETAILS 51TE Conditions Karen & Jerry Diffley PETER T. P00LA5 ARCHITECT I BOX 1056,REMSENBUR6,NY 11960 631-325-0929 ACID --FLAG DATE 03/01/23 1050 Lupton Point Road SCALE: A5 NOTED Mattituck, NY Al Page 7 of 12 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� F- r�� r — —— — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — -- j T— L OIL L- - - - -J F9 FULL BA5EMENT w lu 5 1 1 KITCHEN BEDROOM L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2)2X12 DINING —0 . . — . . — . . — . . — . . LIVING r-- — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — Li 2X1016" OC, EX15TINC-7 FOUNDATION PLAN I L - - - - - - - GARAGE 5LAB 1 I BEDROOM LIVING AREA 1025 SQ FT GARAGE I--- - - - - - - - - - - - - - - - EX15TINC -7 FIRST FLOOR PLAN - - - - - - - - - - - - - - - - - - 1 F— I I — — — — — — — — -- E0 to as 0 0 xis i onditions EwTl "t"<'6E HOU5E TO E3E DEMOL15HED Existing Conditions Karen & Jerry Diffley PETER T. PODLA5 4n ARCHITECT BOX 1056,REM5ENSUR6,NY 119603 61 325 0929 DATE 03/01/23 1050 Lupton Point Road SCALE- AS NOTED Mattituck, NY Ab Page of 12 pool 30' x 14' w/ 12" coping ® COVERED PORCH ELECTRICAL KEY La SYMBOL DE50RIPTION I p FWG 160611-4 p security OUTDOOR SECURITY LIGHTING E OUTDOOR LIGHTING TO POOL LIGHT – – security EXT. SURFACE MOUNTED 4 CE , – – – B WALL MOUNTED LIGHT �' TO PATIO LIGHT5 a \ CEILING LIGHT/FAN 00 DECORATIVE CHANDELIER FAN , tv GLG MOUNTED LIGHT / ?'-`k' �r ' i ,-LITE. 'M'BDRM O ' I I I RECESSED CEILING LIGHT r � i � i HIGH HATS — 0 \ PENDANT LIGHT I wp _ I / 0 UNDER CABINET LIGHTING OWP I I i security G r - G 3 3 3 9 EXHAUST FAN/LIGHT Ulm AP D YgALK IN ' dui – � TV GABLE TV ' – – _ – ,' :0CE :0 DUPLEX OUTLET i �'' I / I / FEN pool � WININm _ _ ,0� WATERPROOF EXTERIOR equipment II I DG , ,LIVING ' :0 wp OUTLET 1 i D 010 ' ' YVALK IN BATH #2 :0 AG ABOVE COUNTER OUTLET KITCHEN ; G F I GROUND FAULT OUTLET // D 4'x4' OUTDOOR :6 1 P �' D �' ,' / II 1 (1) AP APPLIANCE OUTLET SHOWER i \ ' PULL CHAIN O pc I ( �1 — — I OUTDOOR WALL , ED- ' 1 —❑ MOUNTED < LL – I � i � ` _ – – /j'� , I � L'NDRY �' II ref $ 51NOLE SWITCHAP �� � . ' - 3 I� � – 3 3 GL AG $ 3 THREE WAY SWITCH 1 M U D RM ; � � i AG – – – � � SDN I.�:._._ .:_._._ _ P (btv $ 30 THREE WAY DIMMER 5WITGH $D SINGLE DIMMER SWITCH FI , ,\ ' ENTRY, ; DEN OVERHEAD GARAGE DOOR I OPENER wp I I – – UPS t DOORBELL `I i I i ® I ► I ' security DG DOOR CHIME BATH -0 CL CL ' E°�'r`CE',vER!V-%PETER P 3 C A;4EL Ls A.T):D1,, SMOKE DETECTOR security #1 IlJ' � ' — — — _ — — — — — 7; . WI) �"I� i ` � wp °"�A4P EFsER. PR�18 : FOR As.LHVAG GO CARBON MONOXIDE DETECTOR ` _ _ ''')..( ft-#iE Lk OUT'70 SE USED A.S At 6 *— ,VER':i °'A,L Se't TCH L -kTI0kp.L,&HT IrY77URE` -PF-S.,XAV A yr ALL Lf_►HwjN,_y OFURNACE SHUT OFF PORCH / / Y1 ELECTRICAL FIRST FLOOR TO DRIVEWAY, LAN05CAPE PATH LIGHT5 ' Karen & Jerry Diffle ELECTRICAL FIR5T FLOOR 50ALE: 1 /4.' _ 1 ,_0„ -- 'l' PETER T. PODLA5 ARCHITECT BOX 1058,REMSENBURG,NY 11960 631-325-0929 DATE 03/01/23 1050 Lupton Point Road SCALE: AS NOTED Mattituck, NY E 1 -- - - - — - �-Page q of 12 I I I BALCONY -- — — — — — — — — — — — — — — — — — — — I • - - - - - - - - - - - - - - -, I I I I wp CIE � O I I I I I I y I I BALCONY %" � O ' BDRM #2 , / , GL r_— � I I I OPEN TO I _ _ _ _ L T I I I — — I I wp B ELON �' LITE- - ITE—FAN,/ - - - - - - - - - - - - - - - - - Q — — — — — — — — — — — — — — — — — — — — — 47 =� (— 1 I _yl IF - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - _J L _ I I i R I O • r- - - - - - - - - - - - i_ - - - - \ I GFI,, t ` BDRM #4 � - - , / �- , , , _ - - - - - - I I t BATH ® _ 1 BATH I IGFI I - - - - #4 / I FAN / t -- LITE � � iDQ ' I I l_ ! - - - - - - - - - - - J 1 F _ 5D y 1 ISt13 _,1 - -FAN I — — — — — ' \LITE— _ t OPEN - � � I I I I ' AREA ' J L — L - -J J L — 1 I I GFI LG FAN �I r t INS �o �� � Cb Ll a �0 1 - - t LITE ` BDRM #3 _ t, I I ® pin to -J L _� _J L _ L i I I� 1 I belles ---- F — —1 5D — I� J I a--�- , I JED BATH GL - O / I I #5 BALCONY DIRECT / VENT / r - o III — - - - - — __ — -- - - - - - - - - - - - - - - - - - - - - - - IL - - - - - - - - - - - - - - J r_ _ _ _ _1 r- - - - - - - - - - - - - - � - - - I ' . - - - - - - - - - - - _ � I I I ;I ELECTRICAL 5ECOND FLOOR 56ALE: 1 /4" = 1 '-0" 1310 50 FT I I F_ L - - - - - - -if . Li III I L— — — — — — — — — — — — — — ELECTRICAL FOUNDATION FLOOR 50ALE: 1 /411 = 1 '-011 i ELECTRICAL BASEMENT & SECOND FLOOR Karen & Jerry Diffley PETER T. PODLA5 ARCHITECT BOX 1056,REM5ENBURG,NY 119b0 631-325-0929 j DATE 03/01/23 � 1050 Lupton Point Road SCALE:A5 NOTED Mattituck, NY Fm 2 Page 10 of 12 N1101.5 (111103.2) Information on Construction Documents N1103.1 (11403.1) Controls (Mandatory) Construction documents shall be drawn to scale on suitable material. Electronic media N1101.14(111401.3) Certificate (Mandatory) Not less than one thermostat shall be provided for each separate heating and cooling documents are permitted to be submitted when approved by the building official. N1103.3 (11403.3) Ducts Construction documents shall be of sufficient clarity to indicate the location, nature and A permanent certificate shall be completed by the builder or other approved party and system. extent of the work proposed, and show in sufficient detail pertinent data and features of posted on a wall in the space where the furnace is located, a utility room or an approved the building, systems and equipment as herein governed. Details shall include the following location inside the building.Where located on an electrical panel,the certificate shall not N1 10.1.1 (11403.1.1) Programmable Thermostat Ducts and air handlers shall be installed in accordance with Sections N1 'l 03.3.1 through as applicable: cover or obstruct the visibility of the circuit directory label, service disconnect label or other 1. Insulation materials and their R-values. required labels.The certificate shall indicate the predominant R-values of insulation The thermostat controlling the primary heating or cooling system of the dwelling unit N 1103.3.8• m installed in or on ceilings, roofs,walls,foundation components such as slabs, baseent 2. Fenestration Ll-factors and solar heatgain coefficients(SHGC). walls, crawl space walls and floors, and dLJr-tS outside conditioned spaces; U-factors of shall be capable of controlling the heating and cooling system on a daily schedule to fenestration and the solar heotgain coefficient(SHGC) of fenestration, and the results from maintain different temperature set points at different times of the day.This 3. Area-weighted Lf-factor and solar heotgain coefficient(SHGC) calculations. any required ducts stenand building envelope air leakage testing performed on the thermostat shall include the capability to set back or temporarily operate the system building.Where there is more than one value for each component, the certificate shall to maintain zone temperatures of not less than 55°F(13°C) to not greater than 85°F N1 103.6 (11403.6) Mechanilcall Ventilation (Mandatory) 4. Mechanical system design criteria, indicate the value covering the largest area.The certificate shall indicate the types and (29'C). The thermostat shall be programmed initially by the manufacturer with a efficiencies of heating, cooling and service water heating equipment.Where a gas-fired heating temperature setpoint of not greater than 70°F(21'C)and a cooling 5. Mechanical and service water heating systems and equipment types, sizes and unvented room heater, electric furnace, or baseboard electric heater is installed in the temperature setpoint of not less than 78"F(260C). The building shall be provided with ventilation that complies with the requirement efficiencies. residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" Section M1 505 or with other approved means of ventilation. Outdoor air intakes c316. Equipment and system controls. or"baseboard electric heater," as appropriate.An efficiency shall not be indicated for gas- fired unvented room heaters, electric furnaces and electric baseboard heaters. N1 1D3.1.2(11403.1.2) Heat Pump Supplementary Heat (Mandatory) exhausts shall have automatic or gravity dampers that close when the ventilation 7. Duct sealing, duct and pipe insulation and location. not operating. Heat pumps having supplementary electric-resistance heat shall have controls that, 8. Air sealing details. 011104.1 (R404.1) Lighting Equipment (Mandatory) except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. N1103.5(8403.5)Service Hot Water Systems Not less than 90 percent of the permanently installed lighting fixtures shall contain only Energy conservation measures for service hot water systems shall be in accordance with high-efficacy lamps. Infiltration and Mechanical Ventf lation Sections N 1103.5.1 through N1103.5.4. N1102.1.2(11402.11.2)Insulation and Fenestration Criteria Whole Dwelling Infiltration The building thermal envelope shall meet the requirements of Table N1102.1.2 based on the climate zone specified in Section N11013. Input Type Blower door N1103.5,1 (11403.5.1) Heated Water Circulation and Temperature N1 104.1.1 (R404.1.1) Lighting Equipment (Mandatory) TABLE N1102.1.2(R402.1.2) Heating Season Infiltration Value 3.00 ACH @ 50 Pascals INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT. Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Maintenance Systems(Mandatory) Fuel gas lighting systems shall not have continuously burning pilot lights. WOOD SLABd CRAWL Shelter Class 3 GLAZED MASS CLIMATE FENESTRATION SKYLIGHTb CEILING FRAME FLOOR BASEMENTc R-VALUE SPACEc Code Verification Tested Heated water circulation systems shall be in accordance with Section N1103.5.1.1. ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL & WALL Heat trace temperature maintenance systems shall be in accordance with Section SHGCb,e R-VALUE R-VALUE' R-VALUE DEPTH R-VALUE Mechanical Ventilation for IAQ N1 103.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible. 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 Type Exhaust Only Mechanical Equilpment I I I Unable to Measure Mechanfcat Ventilation FALSE Manual controls shall be readily accessible. System Type Air conditioner 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0 Rate(cfm) 45 Fuel Type Electric 20 or 13 Adjusted Sensible Recovery Efficiency( ) 0.00 Rated Output Capacity(kBtuh) 18,0 3 0.32 0.55 0.25 38 +5h 8/13 19 5/13f 0 5113 Adjusted Total Recovery Efficiency(.) 0.00 N1103.5.1.1 (8403.5.1.1) Circulation Systems Seasonal Equipment Efficiency 16.0 SEER - Hours per Day 24.0 Sensible Heat Fraction(SHF) 0.70 4 except 0.32 0.55 0.40 49 20 or 13 Fan Power (watts) 7.00 Note Marine 4 5h 8/13 19 10113 10,2 ft 10/13 ECM Fan Motor false Heated water circulation systems shall be provided with a circulation pump. Number Of Units 1 5 and 20 or 13 The system return pipe shall be a dedicated return pipe or a cold water supply Location Conditioned area Marine 4 0.30 0.55 NR 49 +5h 13/17 3D9 15/19 10,2 ft 15/19 Ventilation Strategy for Cooling pipe. Gravity and thermosyphon circulation systems shall be prohibited. Performance Adjustment 110D Cooling Season Ventilation Natural Ventilation Controls for circulating hot water system pumps shall start the pump based on Percent Load Served 100 20+5h 6 0.30 0.55 NR 49 or 13+ 15/20 309 15/19 10,4 ft 15/19 the identification of a demand for hot water within the occupancy.The controls D9W Efficiencies enci�s ....... Good Air Exchange for Multi-Famity NA shall automatically turn off the pump when the water in the circulation loop is Alt bath faucets ft-showers<-2opm false Alt DHW pipes fully ftmdated>-R-3 false 20+5h at the desired temperature and when there is no demand for hot water. Recircutation type "one(standard system) 7 and 8 0.30 0.55 NR 49 or 13+ 19/21 389 15119 10,4ft 15/19 Farthest fixture to DHW heater 69 10h TOTAL Pipetength for longest DI4W rtm 79 DWHR unit present? false These plans comply with 2020 ECCC NYS Wechanicall Equipment Number of Mechanical Systems 3 Insulation material - basement walls , .0 exterior walls R19 Batt. cathedral ceiling R30 batt flat N1 103.3.3 (R403.3.3) Duct Testing (Mandatory) DHW Diagnostics Heating SetPoint(F) 70.0 ceilin g R38 batt. dhwGpd 38.35 Heating Setback Therrnostat Present knee walls R13 peRatio 1.01 Cooling SetPoint(F) 75.0 Fenestration Dilcts shall be pressure tested to determine air leakage by one of the following dishwasherGpd 1.37 Cooling Setup Thermostat Present clothesWasherHotWaterGPD 3.29 DHW SetPoint(F) 125.0 methods: EDeff 1.00 ,,Heat: Gas Furs, 58, 96% ,Window Information ewaste 32.25 SystemType Fuel-fired air distribution Overhang InterAdjacent 1. Rough-in test: Total leakage shall be measured Wth a pressure differential tmains 57.60 Fuel Type Natural gas Name wait Orient LI-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer of 0.1 inch w.g. (25 Pa) across the system, including then anufacturers air dwhrWhlnIetTempAdj 0.00 Rated Output Capacity(kBtuh) 58.0 _-,Assignment (Sqft) (ft) (ft) (ft) Shading Shading Shading Shading PuMpConsKwh 0.00 Seasonal Equipment Efficiency 96,11 AFUE Front Porch AGWalt I West 0.300 0.310 2.90 4.0 0.0 1.0 0.85 0.70 None Norte handier enclosure if installed at the time of the test. Registers shall be Auxiliary Electric 274 Eae Transom pumpConsMmbtu 0.00 Note Front Porch AGWatt I West 0.490 0,580 4.50 4.0 1.5 8.0 0.85 0.70 Hone None taped or otherwise sealed during the test. Number Of Units I Sidelt Location Conditioned area Front AGWalt 1 West 0,300 0.310 104.30 0.0 0.0 0.0 0.85 0.70 None None Performance Adjustment 100 Rear AGWattl East 0.300 0.310 13.40 0.0 0.0 0.0 0.85 0.70 None None 2. Postconstruction test:Total leakage shall be measured with a pressure Percent Load Served 100 Rear SGUS AGWatl I East 0.300 0,240 106.30 0.0 0.0 0.0 US 0.70 None None differential of 0.1 inch w.g. (25 Pa) across the entire system, including the New York State manufacturer's air handier enclosure. Registers shall be taped or Note:Normal is a 30-year degree day average value for the period 1981-2010, 'DHW.- Gas, ST, 50 gat, 68% Poor Information otherwise sealed during the test. seasonal Heating Degree-Days Water Heater Type Conventional ................................................................................... .................................................------------- ........................................ Norrie Library Entry Watt Assignment Opaque U0 Value R-Value of Storm Door l Naturagas Time Period: Current Year Last Year Normal rue(Type Area(sq fti. Opaque Area ........................... ............................................................................................ ........................................... Energy Factor 0.68 07101120-03/20/21 4804 4658 5083 Recovery Efficiency 0.79 Front 2-114 Wd solid core AGWall 1 28.9 0.268 2.8 No Exceptions: ................................... Water Tank Size(gallons) so ExtraTank Insutation(R-Value) 0.0 .. . ­.-............................... ....................................................­­­­.................................. ............................................ ................................... The itemsbelow vAll be inspected for energy code certification.Any deviation from these specifications shoutd be brought to the NOW attention of the HERS Rater,as soon as possible to assure that the project will still comply with energy code requirements. ---------------- --------- ---------- Number Of Units Compliance(must pass either UA or Performance Path) 1. A duct,air-leakage test shall not be required where the ducts and air Location Conditioned area Code compliance Pass UA Path Fall Performance Path Pass handlers are located entirely within the building thermal erwelope. Performance Adjustment 100 Duct R-Value Pass Maximum Energy Cost($/yr) 1474 Percent Load Served 100 Maximum UA 244 YoLT Home Energy Cost($/yr) 1426 Your Home UA 238 Better Than Code(Pert) 0.7% Better Than Code(UA) 2.4% 2. A duce: air-leakage test shall not be required for ducts serving heat or 't o-o'1:' ACC,"18"K*', 716' SEER Gross Area Cavity Cont. Glazing or Door energy recovery ventilators that are not integrated with ducts serving 'M,ec,hanic,al"Equipment Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings System Type Air conditioner heating or cooling systems. Fuel Type Electric Roof 1: R38 DoE 660 38.0 0.0 20 Rated Output capacity(kBtuh) 18.0 Roof 2: R30 C DoE 638 30.0 0.0 22 Seasonal Equipment Efficiency 16.0 SEER Above-Grade Walls Sensible Heat Fraction(SHF) 0.70 AG Watt 1: R19 DoE 1125 19.0 0.0 67 Note Number Of Units I A written report of the results of the test shall be signed by the party conducting Location Conditioned area 0, 2020 NY5 ECCC, '-DHW ifficien cies 1 1-1 C, . "1 11 \"_ NOTES Performance Adjuitment 100 the test and provided to the building offi-cizl. Percent Load Served 100 All bath faucets ft showers 4-2gpm fatse All DHW pipes futty insulated-R-3 false Recirculation type Nom(standard"em) Farthest fixture to DHW heater 69 TOTAL Pipelength for longest DHW run 79 Karen & Jerry Diffle• y Rater HERS Rater compliance as per his submitted HERB Rater report based upon these plans. Y"R unft prmnt? fatse -7E 15 61VEN FLEA5E 5EE THAT TH15 PAC 1, David Blaschke of Integrity Horne Energy Assessments, certify that the home listed above, as modeled meets or exceeds all MW Diagrmtics dhwGpd 38.3s TO THE 6ENERAL AND IN5ULATION PETER T. FODLA5 requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all, current peRatio 1.01 �C) ARGHITECT energy codes specific to the local jurisdiction in which the home is built. dishwasherGpd 1.37 CONTRACTOR clothesWasherHotWaterGPD 3.29 ,BOX 1058,REMSENBURC7,NY 11960 631-325-Oq2q EDeff 1.00 I further attest that I am a certified Home Energy Rater and affiliated with Home Performance Professionals, Inc. ewaste 32.25 DATE 03/01/23 Mains 57.60 1050 Lupton Point Road dwhrWh1n1etTempAdJ 0.00 Fm N a HERS Provider accredited by RESNET and adhering to the requirements of the Residential, Energy Services Network RESNET pumpCcnsKwh OM SCALE: A5 NOTED Mattituck, NY Standards. pumpConsMmbtu 0.00 Page- 11 of 12 _dl i CONTINUOUS BEAD OF SEALANT r CONTINUOUS BEAD OF ADHESIVEATTIC INSULATION INTERIOR VERTICAL CHASE CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEATHING WOOD TRUSS FRAMING AT EXTERIOR WALL PRIOR TO INTERIOR WALLASSEMBLY . I S H EATH INTERIOR OF � \ PREFAB FIREPLACE UNIT -- - / INSULATED EXTERIOR FLOOR TRUSS ATTIC ACCESS TO ASSEMBLY i ~ `° STUD WALL NSTALLNTERIORSHEATHING PRIOR TO INSTALLATION OF +1"OF INSULATION LEVEL I PREFAB FIREPLACE UNIT , , I" RIGID INSULATION INTERIOR WALL � CONTINUOUS BEADFF OF SEALANT ` x, �-� ,�- CONTINUOUS BEAD OF SEALANT ACCESS PANEL : �- I DRA' ACCESS PANEL SNUG ___ ______ _ _ _____ _____ _____ J .rr CONTINUOUS BEAD KITH PERIMETER SCREWS WOOD FUME FLOORASSEMBLY OF SEALANT INTERIOR GYPSUM WALLBOARD TRIM AS REQUIRED l .,.. ASAIR BARRIER FINISH CEILINGLADDER BLOCKING AS REQUIRED INSULATED EXTERIOR FALL -' A. 2ND FLOOR J015T ATTIC ACCE55 INTERIOR CHA5E PRE-FAB FIREPLACE T .-•----PIPE PENETRATION ATTIC INSULATIONI THROUGH ROOF MEMBRANE FLASHING COLLAR, I r METAL FLASHING COLLAR ATTIC FLOOR FRAMING MANUFACTURED RECESSED LIGHT ENCLOSURE OVERLAP COLLAR ONTO LOWER � "'"' � OVER MEMBRANE FLASHING PLUMBING PIPE LAYER OF ROOF MEMBRANE ' COLLAR,OVERLAP COLLAR RIGID INSULATION "R--VALUE/DEPTH PER CLIMATE" ATTIC INSULATION ONTO LOWER LAYER OF ATTIC TRUSS ------ (L ~ �. ROOF SHINGLES COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE _.____-_-. LOWER LAYER OF ASPHALT �. ' ROOF SHINGLES SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED TOP PLATELOWER LAYER OF FULLY- ADHERED ROOF MEMBRANE \� r _ ASPHALT .. \ ROOF SHINGlESF ` UPPER LAYER OF FULLY. EXPANDING FOAM `� ` r! , � �; ADHERED ROOF MEMBRANE ._ ,. SEALANT �;,¢ I CUTMEMBRANEAROUND �... EALAN 1 �' PENETRATION AND PIPE LAP OVER COLLAR WALL STUD !/ WITH ND PIPE CUT PLYWOOD AROUND PIPE PENETRATION ._.......... __... /;� %./ I -- S"FOIL-FACED it _ MECHANICAL LATCH TO PRESSURE j --_� POLYISOCYANURATE CLOSED CELL FOAM BACKER INSULATING SHEATHING IN SEAL AT WEATHERSTRIPPING ROD AND URETHANE SEALANT / J '� 3 LAYERS(1.8",2'.11,Y), AT PIPE PERIMETER' //� JOINTS STAGGERED i EXPANDING FOAM SEALANT AT PERIMETER CLOSED CELL FOAM BACKER " CONTINUOUS FULLY- I t CONTINUOUS BEAD OF SEALANT ROD AND URETHANE SEALANT �, ADHERED AIR CONTROL LAYER OVER DRYWALL CEILING PIPE P E N ET RATION TOP P LATE AT PIPE PERIMETER PLYWOOD (AIR CONTROL) RECESSED LIGHTING FIXTURE "PLYWOOD WITH H ClIP5 \ MANUFACTURED PULL DOWN STAIR RAFTER ER CEILING GYPSUM BOARD - ELECTRICALWIRE AS AIR BARRIER RECE55ED LIGHTING ROOF PENETRATION OOFSEIALANTSBEAD PULL DONN ATTIC 5TAIR5 � CONTINUOUS BEAD ----- -- TOP PLATE INTERIOR INSULATED WALL BETWEEN OF SEALANT CONDITIONED SPACE AND ATTIC CONTINUOUS MINIMAL EXPANDING FOAL SEALANT ROUGH STRINGER EXPANDING FOAM AT WINDOW PERIMETER GYPSUM BOARD a� (BOTH SIDES OF WALL) WALL STUD WINDOW UNITAS AIR BARRIER CONTINUOUS MINIMAL ' EXPANDING EXPANDINGFOAMAT ROOF SKYLIGHT r:-� �.� EXPANDING FOAM SEALANT - - TUB UNIT f '' r ROOF RAFTER FOAM WINDOW PERIMETER RISTALLPLUMBINGAT r ' s ` RIGID INSULATION MIRE PENETRATION TOP PLATE SEALANT— CONTINUOUS BEAD IPITERIOR WALL f r' R-VALUE/THICKNESS PER CLIMATE OF SEALANT CONTINUOUS BEAD OFADHESIVE EXPANDING FOAM SEALANT ---CEM,ENT BACKER BOARD r'r s C JTIINNUUOUS BEAD TUB SURROUND FINISH I LANT CONTINUOUS BEAD OF SEALANT TUB UNIT TUB SURROUND I I (BEYOND) 2x4 BLOCKING INTERIOR �"- RITERIOR VERTICAL CHASE INSTALL SHEATHING AT ATTIC J CONTINUOUS BEAD OF WALL PROVIDE INTERIOR SHEATHING _ SIDE OF SKYLIGHT SHAFT SEALANT EXPANDING FOAM SEALANT AT EXTERIOR WALL PRIOR PROVIDE BLOCKING AT CONTINUOUS BEAD TD INTERIOR WALLASSEMBLY \—SKYLIGHT SHAFT-----_J�� � CAVITY INSULATION f ATUEXTERIORWALLB i 111 OF SEALANT ` ATTIC INSULATION INSULATED EXTERIOR STUD WALL SECTION THRU STAIRWAY SECTION THRU WALL EXTERIOR 2ND FLOOR MALL GYPSUM BOARD LINER ---• - THIN-PROFILE WALL SHEATHING LADDER BLOCKINGAS REQ'D CONTINUOUS BEAD OF kW �` I R BARRIER & SEALANT � .., INSULATED EXTERIOR WALL I I (�' �4�A :` 5_EAL1 N G--DETAI L5 -- EXPANDING FOAM WOE FRAME Karen & Jerry D i ffl ey \. ` FLOORASSEMBLY t 5HONER/TU13 VERTICAL CHA5E 5KYLIGHT CHA5E ~1' PETER T. P00LA5 ARGHITEGT L�> TUB/SHONE R 2ND FLOOR � - BOX 1058,REMSENBURG,NY 11960_631325-0929 w DATE 03/D 1/23 1050 Lupton Point Road �� 5GALE: A5 NOTED Mattituck, NY Page 12 of 12 THINK SAFETY'READ INSTALLATION INFORMATION BEFORE PROCEEDING __ ------------- ��___— —�__--�--�����������______ _____ ____—_'_____ — . HOW MUCH IS YOUR TIME WORTH? 1 00 0 UJIi- 1 Tired of spending time naili g screwing or bolting multi-ply beams uj:) L_: E and columns together? U�u to d one-piece solution. Zo Cn 0 -1 /at 16"on­center :j -\i .,:l!', ,,?I�V,,.� ,3,,, , ,,, I Z(L C�'__- .,�,?_�� __Webslilllaner I V--, V I i 1 4,,�,q,— �A I)r��W Attach blocking per Rim Board Details and Inotallation in Weyemsauw , r'_.�4:1" , -I " I, , I, �,;,:�: , -,-, 1 Melioration Guide fff Floor and Rwf Framing,TJ I _111:1_Z' .— QW, ,W Guide forFkw and Roof Fnammg,TJ-9001- The "'solid"choice forfroming larger width beams and columns. I Load bearing or braced1shear wall (a shims,(must stack over wall below) CL ed/shear wells ebwe or below—see detail Bl : � I (muiit stack overlwall ', ?1ocking panel:I".'T,P Rim Board, : I :. � co �;,� , - _­ / �J_3 : : : . 1311 [�S� transfer load around TJMJoist 4 : r I : : i . ,I : IC I : . 'i L_ required on both 8"diameter maximum hole for 1 11�j"- i : . L 4 : . � r- ;-')' ,,?�� I 1 L 1 t I I : : I - I : , i �� - I i I 9 : : � CE 1)rEl Iii-1 J : : / , � . � I ; ; 1. I : : : ! � : : I � l —t : : . I � . I i r � : � Itile load at Entry,Mudroom,Kitchen and Master Bath. I I \0 k I : ,. I - , , '�.7'�-7- -- 2 i I Floor Container. 4 4 1 � . i : � I k. : Floor Area Loading is: i 40.0 Itiffil Live Load&10.0 lb/fIs Dead Load 20" 5 , : I r. ; . � --maximum Allowed Deflection: I U480 Live Load&U240 Total Load i Additional joists under kitchen island can : i . � � � t I t � TJ-Pro Rating Information: 6)PS1 or PS2 sheathing,face grain vertical consulting designer of record and/or I � I I : : : � [:� I � � . I i I : Hanger Backer Block-Install tight . : I : ; I I I I I I : I I Perpendicular Partition: No flange with face mount hangers)- : I I . i . � I . nails when possible. : r : : I —11 Poured Flooring: For triple TJIfD joist header conditions refer with single TJlmjoist Tscal to Ylleyerhaeuser Technical Bulletin TB-820 ,_� � width Type size itiantity For nailing capacities refer to TB-834(ASD)and TB-Wl(LSD) + J oists may be shifte d up to 3"fro m o n ce nter spa cin g to avo id I with top mount hangers,backer block required only for I diownwand loncls exceeding 250(395 factored)lbs or for uplift h an ger inte rference,flush be ams and/o r plum bi ng d rop s. D 0 � conditions.For filler and backer bkxk sizes see Weyerholeirsw N OT CUT J DIST FLAN GE S. � + All EWP beams have been designed assuming full width support I 0 Bracing incilludes: + This drawing may contain deviations from the original project C i :slooling :l5boallsing :shot uses documents. It is the responsibility of the contractor to notify the -a >_ project Design Professional of these deviations to verify *_ . - conformance with the original design intent of the project. CD CL _!le 1) (V _1&r + This layout is intended for the use of TrusJoist engineered wood .. I 11- DO NOT walk onjoists DO NOT walk onjoistsk DO NOT stack budding 01 ' I. - _, "' CU �L until braced. that are lying flat. materials on unsheadied — products only. The substitution of other wood products with this ,,Icc) 0, ,;�_.2,,,,-,,�, I INJURYMAYREWLT. joists.Stwk only over la yo Lit is NOT PER MITTED. Ple ase id entify the TJ 1. ;, '�_ "t-1 — � I WARNING NOTES., bearns or walls. ,_XE Hearing Length Requireftilent I J . , - I I - � Lack of proper bracing during combuction can result in serious , `R2�`-'248028 accidents.Observe the folloilving guidelines: on the product to ensure that this layout is valid for the products Ilk i" ".1, � p� WARNW:JOISTS ME LINSTAIKE UNTIL MACED LATERALLY 7 Aileall-inaid actually installed. 4- - , � Lack of Proper bracing during construction can result in serious mcidents,Obseenie the following guiiidkmm- ,,,� ,,�_t_f,4� , f�� * 6�011 1%L4Z I 1% I a I" - <4 � t" wl�>" - I :-A-, ,.Property install at blocking,hangers,m"boal and rim joists at TJI*joist end suppoft + Only header openings and roof loads which affect Weyerhaeuser -,'t,. .I*- I . .1 /,L ) 2.Establish a permanent deck(sheathinli).fastened to the first 4 leet orlotsts,at the and arthe bay or braced and wall- ', ULA Underil-Liatliflibme H_i A1,-,,,,S elebt 3.So ty bracing or 110(minimum)=at be noted too braced end wag or sheathed am onil toesch loisL . p ro duct size s h av e b ee n d en oted on this la yo Lit. In a ddition to an d L'4,;,� h- ` i 4.sheathing must be completely attached to each TJI*jorst before addrdonal loads can be placed on Me system. ___ ______ all — -__^ ' : - 5-Ends of caritilairees re,quire so"bracing on both Me top and bottom tonlift. a TolletfShriwerPlutfibing Drup CS' detail callouts shown. solid blocking and/or squash blocks are 7�i, *' i 6.The ilanges must remain straight within W tom true alignment. � First Floor Framing Plan ' rM Tub Plurnbirgi Drup - -_ , ! A Weyeduletissr,Microillarn,Parallarn,TimberStrand,1.11,TJ,and Trus Jost are registered hadermarks of � required to provide vertical load transferfrom all concentrated load I Vieyerhaetrw NR 0 2014 Villbyerhaeuser NR Company-All fthts reserved Scale: 1/4" = V-0" � =_-_— Waft Above 1 locations to foundation below. See Pocket Framers Guide for -." 1 of 3 � —___ ---------------.- _ __—� THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING c in E 0 HOW MUCH IS YOUR TIME WORTH? Lul­- 0 0:v Tired of spending time nailing,screwing or bolting multiply beams LUL_ E a soli Lu and columns together? Step up to d one-piece solution. Z 0 V)(1) 0 0 ,Plate nail,16d(0.135"K 3127) = 116� Z CU (n al 16' LJ.J Blocking E ng panel:11V*TJ*Rim Board, 0 114�Of 112�TimberStrand°!_Sl_ T Joist 0 A. Web stiffener rquinad on both rw Toe-it, Xl�f4,1 I 10d(0.131'x T) sides at A1W ONLY (D N.V .2 (D at Von,center 7� M (D Attach blocking per Rim Board Details and Iristallabon,in Weyerhaeuser Instaffebron Guide W Floorand RoofFraming,TJ-9W1. ­4yh cn co Voten sheathing thickness exceeds 7/a', X Mm sheathing tongue at film boardrpt. 'r Q) CL Cr•CU Plata nail-16d(0.135"x 21!2) 3 U) 4 WatiSfiffirmers.dred at 16`on­centere Floor panel nail- p 6d(0.131*x 2Y)at li"�nter* IN q, ill��, as&side at A3._w 0, V i> Tl�__­_ 1A , TJr Rim Board,mssk ✓ cn (AIVA3.lwordy) 1%7or11/2'Ti.berStrand`l_SL A. Toe nail-10d(0.131*x 3*) at fr o-mee -----P5------------- PARALLAM"g" PSL Beams & Columns ----------------------- For A3,1-A3.3 installation specifications we Rim Board W1• CA3�lj r�W3234 Debail...Instalationin Waywhasuserinstallation, M W J� Guide for R"and Roof Firriming,TJ-9001. The "solid"choice forfroming larger width beams and columns. Wj '0 Pick it up,put it in, keep on framingl Load bearing or bracedfshear mil M above(must stack over wall below) 16" D.C.1'i Timber5trerxl•LSL or CL Blocking panel:1%T.P Rim Board, Tj,.j oisL 4 rninimum TSCa2 Pi squash CO) blocks Framing Connector Summary PlotlD Qty Manuf Product Backer Blks Web Stiff CB 1 H1 2 Simpson HHUS410 No No H2 1 Simpson HHUS5.50/10 No No L_ Per IRC R502.7,blocking Webadflenersraclu'red -both.id-.tBlW required at each intermediate H3 3 Simpson IUS2.37/14 No Yes and 82W ONLY support in wismic design categories DO,D1,and D2_ H4 48 Simpson ILIS2.37/14 No No B2 162W Bloi, rig panels my be required with 16- 0 d H5 11 Simpson ILIS2.3719.5 No No braced/shear walls above a below-see detail 81 CO3 jo R H6 6 Simpson ILIS3.56/14 No No .0, 0 :3 H9 15 Simpson MIL14.75/9 No No 2 a) M a) c� It% Products M 0 .9 0-Q) Z 0 RD—Length Product U) E Plies Net Qty Isea Load bearing or :E bracedishear wall above gill Oil 14"TJI 230 joist 1 12 1 .2 1.- cc, (m.1 stack over ivall Blocking pamel!111'e TP Rim Board, w C-on 14"TJ1230 joist1 3 >r J16'-2 L16' 16belm when present) 1Y.V�"TimberStramelLS1- MU) -0 0 M ��/of M. L12' 12'0" 14"TJI 230 joist 1 9 CU - Wb,111,-m requiredtu M LBk1 11'51/2" 14"TJI 230 joist 1 1 CL on both sides of both Met ends at B4W ONLY U) L_ 10,01, Z .9 0 C1`1 L10' 14"TJI 230 joist 1 16 M a) U) > L61 U) U) _Fnd of joist.at centedine 60" 14"TJI 230 joist 1 4 of support co 2 in (D (D < CL M L4' 4-0" 14"TJI 230 joist 1 11 ,20 Q. L2' 2'0" 14"TJI 230 joist 0 .0 9 8 ca 134 CL 0) 16,01, .116-2 9 1/2"TJI 230 joist 2 30 E m cm a) E U) Load from above M a) 0 0 a- E *Fn L_ 0 J12' 12'0" 9 1/2"TJI 230 joist 1 12 (D 0 U) W- -,0 a) LD '10" 14"TJI 560 joist 1 16 0 22 M M C M Z �0 -0 (n Co 4- 16 22'0' 13/4"x 9 1/2"2.0E Microllam LVL 3 a M2 16'0" 1 3/4"x 9 1/2"2.0E Microllam LVL 1 1 -D am) E)- 18,01, r�3j P1 3 1/2"x 18"2.0E Parallam PSL(East) 1 1 'm 3D) M a) a, CU 4- H9 P2 5 1/4"x 18"2.OE Parallam PSL(East) 1 1 CL a) P8 , M1 10 TSCa2 Plo P3 -1r=T 'a -0 :�G 0)CY) J --------------- _L P3 18'0" 3 1/2"x 16"2.OE Parallam PSL(East) 1 1 0 0 0 in(� :3 V) U) (D q)C� ------------------- P4 26'0" 3 1/2"x 14"2.OE Parallam PSL(East) 1 1 04 Q,) Q sq blocks H6 A3�] P5 22'0" 3 1/2"x 14"2.OE Parallam PSL(East) 1 1 4) -0 (D > 0 - .,Z E L) 2x4 minimum uash P6 160" 3 1/2"x 14"2.OE Parallam PSL(East) 1 1 CS Use 2x4 minimum squash blocks to a) U) 10 to Zi transfer load around TJP joist P7 12'0" 3 1/2"x 14"2.OE Parallam PSL(East) 1 1 >1 Q. 0 0 P8 60" 3 1/2"x 14"2.0E Parallam PSL(East) 1 2 0 :3 rJ CL cn M "601- P9 16'0" 5 1/4"x 14"2.0E Parallam PSL(East) 1 2 P10 14'0" 3 1/2"x 11 7/8"2.0E Parallam PSL(East) 1 2 Web stiffeners P11 8-0" 3 1/2"x 9 1/2"2.0E Parallam PSL(East) 1 J12' Irequired on both 8"diameter maximum hole for 117,8"- i i i TSCal 16-0" 1 114"x 14"1.3E TimberStrand LSL 1 10 (sides at E1 ONLY 16"deep blocking panels;6"diameter M TSCa2 160" 1 1/4"x 9 1/2"1.3E TimberStrand LSL 1 5 1 maximum for blocking panels 912 d Cn Accessories deep or shorter than 12"long. f cu Do not cut flanges. PlotlD Length Product Plies Net Qty ❑ 'to F? 11 1/4" 7/8"x 2 5/16"Web Stiffeners 1 6 0 CY) co q all/ 90 23/32"x4fl"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1 62 cn C) I Iu_ 0 0 00 I 1 b"T Rim Board or M2 H5 0 N 10 L) U) 1,4"or 1%"TimberStrandle LSL. FL ------ F_ Y22' H 2 Nail with 10d(0-131"x 3") nails,one each at top and P9 H4 I C%l �Elj i E1W' bottom flange. ja- 77 G WEB STIFFENER ATTACHMENT %"minimum C0 ------------- -------------------------------------- M Nailing: =77=777=7==7=77-7_�-=-7- (Ili"for TJIO THESE ARE 560s TJI? 1" 234"maximum H1 P4 DO NOT KNOW WHY 560,55601D) See table below. H3 j+J Web stiffener both sides- a) L4' L6' See table below. With point load from above,and no support LEVEL NOTES below,install web stiffener tight to top flange -2/1012on Current Date: (D Tight fit* (gap at bottom flange) CL P6 H4 ile Name: 100 Nailing Requirements sr-312945.jvl coF- 2 Depth Minimum Web Le Name. 2nd FloorU) M Number Nails P8 I ____ - -- TJ1'Joist Series (in.) Stiffener Size Type TSCal H6 Building Code-Design Methodology: IBC 2018 LBk1 End Intermediate cl) Ti-or-o Rating(Weighted Average): 58 (D cD H4 CU 3�1 110 All x 2N16"0) L24' 5 8d H4 Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating 49,joist Y22'(i38205) 210 All 4 x 2 , "M B41 7/ x 5 (1) (D.113"x V12") Maximum Level TJ-Pro Rating&Joist: TJ-Pro rating 69,joist Ll 0'(i38294) 2 16. 1 230&360 All 8 3 3 ici n 10 FLOOR �Jo F?4; 16d 560 All 2x40 '63' L16'! Floor Container: 69 useto Occupancy:_nc y: ResidentialLivingAreas (0.135"x:3&2') '641"o 18" 4 0 1 46-.6-1-blT Live-Lo ad&_10--.0-lb/ft2-Dead Load 4 U) Floor Area Loading is: 16d 5 5 20" L/240 Total Load *(3) L TJ-Pro Rating Information: -------------------------- 560D 22 2x4 (3.135"x 3112") 6 11 L10' Maximum Allowed Deflection: U480 Live Load& 12' O 24-0) 6 13 co Weighted Average: FC8:59;FC9:52;FC 12:60 (1)PSI or PS2 sheathing,face grain vertical Directly Applied Ceiling: Gypsum 1/2" (2)Construction grade or better Decking Attachment: Glue and Nail VL (3)Web stiffeners are always required for 22"and 24"TJI'560D Joists ; i i Decking Material: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF Perpendicular Partition: No Strapping at max 8'o.c.: Her Backer Block:Install tight Double TJI-Joist Filler Block., to top flange(light to bottom None Attach per the table below. flange witi face mount hangers). Blocking at max 8'o.c.: No Unch nails when possible- Attach pEr the table below.Clinch Poured Flooring: L nails when possible, No TSCal TSCal Backer block both skies of web TSCal For triple TJI-joist header conditions refer virt th�single­ril-ioist to Weyerhaeuser Technical Bulletin TB-8M Architectural Deviation: TJR Depth,D TJI-Flange Block Nail Wd1h Type Weyerhaeuser beam product has size am" Filler I 0d(0_12fr x 3") 15 been added to support design loads less than 31Y Backer 10d(0.128"x n 15 9f127<135 2(r from above. 3127 Filter 16d(0-135"x 3�2) 15--.each side Backer 10d(0.128rxT) 15 Filler 116d(0.135"X31�*) 25-each side GENERAL NOTES: 20"<D<24" 31Y Bat For nailing capacities refer ID TB-834(ASD)and TB-861(LSD) + Joists may be shifted up to 3"from on center spacing to avoid With top mount hangers,backer block required only for ham ger interference flush beams and/or plum bing d rop s. UO downward loads exceeding=(395 factored)lbs or for uplift conditions.For filler and backer block sizes am Weyerhaeuser N OT CUT J DIST FLAN GE S. Installation Guide for Floor and Roa Framing,V-10M. -0 CU + All EP beams have bee n designed assuming full width support 0 of the members/plies, unless noted otherwise. WARNING a) C: Joists are unstable unti enalty L) .5 i Braiding Indufts: + This drawing may contain deviations from the original project •Blocking •Shadhing •Shiriures d ocume nts. It is the responsibility of the contractor to notify the •Hargers •RimBoard •Film Jdd 5 0 Z project Design Professional of these deviations to verify -0- (D CL conformance with the original design intent of the project. 0� 0 1, or + This layout is intended for the use of Tru sJ oist engineered wood 1 DO NOT walk on joists DO NOT waik onjoists DO NOT stack building SYMBOL LEGEND i E L0 products only. The substitution of othe r wood products with this C:) CU until braced. that are Wing flat. materials on unsheathed T_ 2 INJURYMAYRESULT. joists-Stack only over R7X layout is NOT PERMITTED. Please identify the TJI, WARNING NOTES., beams or walls. Llhe tinald TimberStran d@ LSL, Microllam(D LVL and ParallamG PSL stamps R23-248928 Lack of proper bracing during construction cm result in serious accidents.Observe the following guldlefines: PC"LDW on the product to ensure that this layout is valid for the products WARNING:JOISTS ARE UNSTABLE UNM BRACED LATERALLY Area Wad actually installed. sr-312945 BRACING INCLUDES:Blocking,Hangers,Rim Board,Sheath- Rim Jolst,Strut Urves M0 Member By 0111hers Lack of proper bracing during construction can result in senors accidents-Observe,the floillosming guidelines: I.Properly install all blocking,hangers,rim boards,and rim joists at TJlejoist end wpport& 113110 Closure By clilhers + Only header openings and roof loads which affect Weyerhaeuser 2 Estedish a permanent deck(sheathing),fastened to live first 4 fee orloists at the and of the bay or braced and well. ULA Under Load Abuille 3'Safebtyl bracing of 1x4(inkilmum)must bended toe braced end wall orsheathed miss and toeschlomt product sizes have been denoted on this layout. In addition to and !:Sh6et 4.Shoething must be completely attached to each TJf*joist before,additional leads can be placed ori Me system. 5 7 End oficantilievers recluire safety bracing on both the hopaird bottom flanges TailleMllower Plumbing DFW 'CS' detail callouts shown, solid blocking and/or squash blocks are Zges,must remain straight within%*11mm true alignment 6.The Second Floor Framing Plan r17 Tub PI=Wg Drop A Weyerhaeuser,Micruffarn,Paraffam,TimberStrand,TJI,TJ,and Trus Joist are registered hadenrearks of required to provide vertical lo ad transferfrom all concentrated load Weyerhaeuser W 02014 Weyerhaeuser NR C"Many-All rots resermd- Scale: 1/4" = 1t-0" Waft Above locations to foundation below. See Pocket Framers Guide for clif Dellaill Caloull Label appropriate detail(s). A COMPLETE JAVELIN®LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING HOW MUCH IS YOUR TIME WORTH? of Tired of spending time nailing,screwing or bolting multi-ply beams wD L E and columns together? Step up to a solid one-piece solution. wo u1) v t 0. Z N N 0 ICU 3 k:. ;;: y ,:: :: N ♦�=r °�• sem:" £,�.5",.:x�,�.„x. ,, s> w�..,�'” 0 En CD CL a CU ir CD V U fn N`I^e av2 P ° PSL Beams Columns m The "solid"choice for framing larger width beams and columns. Pick it up,put it in,keep on framing! cal ! U) Products O PlotlD Length Product Plies Net Qty •3 P1 18'&' 5 fx x 18"2.0E Parallam PSL(East) 1 1 CU c >. Uri ¢ o }l� m U H �' � or cU) EE c U) ! ° IL— � a�oi � � (�pp Ui c v m AI tU 5 tO U) O C a? m N O U N= N C 'o h_ O O �+ O t` U fcif a,a) M � 0 Q O C C 2 .2 Z O 3 L Q Nog a ioU o a_ N m Cps N E CLE rn �2 NII a) O CL a� O0 Ll- . 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I•• sign : � Dead Load I 20 sf Live Load N P '\ a 10 sfD dL d L•, _•• _ __' w- _ .__._ _,�, - ,.y ,� _ Roof shown is a conventional compression roofs stem with Roof Design Loads: ll P y •� "� m erior walls.No 5 psf Live Load(Snow) have been loads being to theeint transferredto four the design of this of loads •� 3 m N w .. -_ »e,• � ,.;. _ rww a «sem—.,M �__r ! _ t _ . tom . _: -•• - , ::r v — a - —. _. - f D d L d > 2 -- -- - — - ea oa structure unless otherwise noted. 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'.2:n:m." Y'Y'_ eS:'t:� :.>,>"�'Y'."e,�,v'ffi:_'.:=R-.^-e^.�'.-.:1;:?e'.;'^'C^' ¢..�,., ..,..sem.,,,.,:...-ee.�';'w,-'Y,r".?:5.".C:",R' ..".Ye' 'L:C=�-rn-Yi-m-, J._-_-^aro�r....y.............,«.-,..,.-ss-e°.-_a--r»�,<,;.«.-._+..."s'm�z?^^•-.a-,^:�:en.�.•-._,.......,_ t �--,.,_._,,.. _._ �. .I,. ,. -_,.^essi+--_.,. .-'s._ _" �^� r>�a^-" .,.,,,^=--'^,>s:��a'^ �s. -^�-sr-:r[• �• _ -mar^•^ •�s i i i i GENERAL NOTES: i + Joists may be shifted up to 3"from on center spacing to avoid hanger interference,flush beams and/or plumbing drops. DO NOT CUT JOIST FLANGES. ! I � co I + All EWP beams have been designed assuming full width support 0 of the members/plies, unless noted otherwise. WARNING .� Joists are unstable untilbracealateralty + This drawing may contain deviations from the original project 0 �"°h-ftg Includes: documents. It is the responsibility of the contractor to notify the -o C >- •Bloclag •Shea6n9 •Smd Lies •Hangers •Rin Bar •Mrs JWt CO) O Z project Design Professional of these deviations to verify Y/ CL conformance with the original design intent of the project. v d 1@r a SYMBOL LEGEND + This layout is intended forthe use of TrusJoist engineered woodLo DONOTwarkonjoists DO NOT walk onjoists DONOTs1w*bur7dmg products only. The substitution of other wood products with this o coc until braced. that are T— tying flat. materials on unsheathed � � G INJURYMAYRESULT. joists.Stock only over BearigLengltlRtgIietnert layout is NOT PERMITTED. Please identify the TJI, WARNING NOTES: beamaorwa//s _.. Lim LINO TimberStrand(D LSL, Microllarn@ LVL and ParallamG PSL stamps _R23-248928 Lack of proper bracing during construction can result in serious " •, r,'- o PBffItLOW on the product to ensure that this layout is valid for the products ® actual) installed. f ac Observe a oharng guidelines: 1 0 " sr=312945 WARNING:JOISTS ARE UNSTABLE UNiA.BRACED LATERALLY 1 fir.p:'. BRACING INCLUDES:Block",Hangers,Rim Board,Sheathing,Rin Joist,Strut Lines BBO MilenttlerByt7ltters �,��;:-, '4�� �1`^"^,•i�� `„ coo ctos„e By o wiry -" Lack of proper instal during cansWs.ri can result a n serious accidents.observe the fdrowkg guiadirhes: + Only header o e n i n s and roof loads which affect W e e rh a e u s e r I'1 1.Property ihstM et d«kmg,hangers.dm boards.and rim foists a<TJI*Wnt end supports. p g y 9. r.t•...::�;• �i�i L i` 2.Estabrish a permanent deck(sheathkhg),fastened to the first 4 feet djoists at the end of The be or braced end via. ULA Under Load Atime 'y i, .•, '"�.-'�' 4.Shealhhg must Ihes4 mpletely attached to each TJI*joist before additional loads can be placed on the system. --- —_—_-- p h y ;.+ 3 Safety bracing of (minimum)=at be naled to a brwAd and waff a sheathed area and to y product sizes have been denoted on this layout. In addition to and 5-Ends of eshtrever require safey bmchg on beth the Eop and botorn ranges. ! ToiellStiiower Pllandng�P CS detail ca/louts shown, solid blocking and/or squash blocks are , _, .,8.The ranges must remekh shaight vriFih K•nom We arighmentCeiling Framing PlanA Weyerhaeuser,Microlam,Paraliam,TmberStrand,TJI,TJ,and Trus Joist are reg stared traaerrharta of —— Tub Pbmtrtg D1opreq uire d to p ravid e v ertica I la ad tran sfe r from all concentrated load `s tit') . of: Weyerhaeuser 02014WeyertaeuserNRCoffWny-All y"resened H _ t rt --- "f�''A641e Iocationsto foundation below. See Pocket Framers Guidefor `�;. ,�- Scale: 1/4 1 -0 © appropriate detail(s). ` Dt#ai CatiDltt Label A COMPLETE JAVELIN®LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.