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TOWN OF SOUTHOLD , r BUILDING DEPARTMENT TOWN CLERK'S OFFICE p` SOUTHOLD, NY a � 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#: 50638 Date: 5/8/2024 Permission is hereby granted to: Solution East LLC PO BOX 283 New Suffolk, NY 11956 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 625 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-1-6 Pursuant to application dated 3/5/2024 and approved by the Building Inspector.. To expire on 11/7/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,341.00 CO-NEW DWELLING $100.00 Total: $2,441.00 Bu ding Inspector I FW 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 htt :/w _�ww.sgPtholdto)yffly.gow Date Received APPLICATION FOR BUILDING PERMIT Vr For Office Use Only 6 V PERMIT NO. Building Inspector: Appliciiigns a 0 q filhd�out in their entirety Incomplete� pplicatlons;w�ll hoS be accepter„ Mere the Applicant is not the owner,an r ; rx. Ouyi�ers Authorization form leftd ; "'�% Date:March 2, 2024 OWNERS) OF PR,OPERTY. y o . Name:S01ution East, LLC SCTM# 1000-123-01-06 Project Address:625 Park Avenue, Mattituck, NY 11952 Phone#:917-584-4977 Em:ail:annemarino440@gmail.com Mailing Address:PO BOX 283, New Suffolk, NY 11956 CONTACT PERSON. Name:Chuck Kitz Mailing Address:110 Eastside Avenue, Mattituck, NY 11952 Phone#:516-971-5871 Email:harkenconstruction@gmail.com DESIGN PROFESSIONALINFORMATION ` " Name:John Condon PC Mailing Address:1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Email:condoneng@optonline.net CONTRACTOR INFORMATIONt ' Name:Harken Construction LLC Mailing Address:110 Eastside Ave., Mattituck, NY 11952 Phone#:516-971-5871 Email:harkenconstruction @gmail.com r DES,CRIPTION,OF,PROPO�EDrCONSTR�ICTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes 10No Will excess fill be removed from premises? ❑Yes igNo 1 w „ PR ER I RMq,TlOIM gf,% Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? 11YesF@No IF YES, PROVIDE A COPY. / r rf r , r e k er R n r e ! fo ell dr'I e e a s a a sues as vl 8 GIl c BO Aft dl the owner/contracto/d slgn profesl nal Is puns b e a nd wr l pro did 4 a ter�36 of,the vyr Co a APPU T1ON IS HEREBY Md tha Bulldl arEment for the 1sUa ce of Ildln Permlt p rsy t to the Bull In Zone P TA , 6 $ ,y, J/ %,,, O Inance of Town,o#so thofd< uflol.: un nfew Yof end other,a (lceble t)rdtna u k PP , nce�or Reg lations,for the c n�fruslon # P► s, i/r%/' add►tlons al;eratlon or for rgmgaral or demolitPgn as herein described,Tlis a pUw fit,, rye to 59 PAY' Ith �� Pllab) lawn gfcifnances,boil Fng cede;,,00 houing code Pnd reguJatlpn#and tp admlr authorized(nspgctors on premiss and)n bulldtnQ(s�for necessary Inspeclon; FJse stateman#s made herein ere pPnls;Fjabl���e Class q°miscleroeanor pUrsuan#tc Sec#iori 21445 Af the IUew Yor�CS�ate Penal`Lavy „ ��,,, � ;i�; Chuc ' Z. Application Submitted By tnt name): ClAuthorized Agent @Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.O1 BU6185050 SS: Qualified In Suffolk County COUNTY OF ) COMMIsslon Expires April 14, t./ 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 ``���� j� day of r()a-k v/ 20 Notary Public PROPERTY OWNER AUTHORIZATION (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 insuring carrier. If you have received this communication in error please notify us by telephone immediately at .( " ). "I'll 4 , or hit reply to this email and notify the sender. Thank you. HARKCON-01 CERTIFICATE OF LIABILITY INSURANCE DATEE1MlMNg2ATVV, ........... THIS µCERTIFICATE IS ISSUED ASAmmMATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 52WCT The Clausen Agency,In c. +ri E e 333 25AY3uH(I N fS31y744-1393 ....... .... — Nftd 631 744 9732 Rocky PoInt, 11776 .. OI�RLA1 ArV0,19d`d9M�N�PN'PI✓V�F;F'............___ � INdti�%'�.U.. ..... .... .............. .m.. .. rn�LIR�R.:R:.Utrca Ftrst,InsurarR,ce_ComPanX.................... .. .' ^ fir m...... -. .. .. INSURED Harken m Construction LLC ININIF9R..P.— I 110 EaM SM Avenue MaHltuck,NY 11952 .IN,F.I.CRkR.A1.�__ -_. __ ... ..,.. IN$I1RE9.rE,-I....,I............. .............. .,. INyURER F: DES CERTIF:C UJA ....... R VISIOONN'UMBERS THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD '.. INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. uVAr�'X COMMERCIALGENERALLUvBILITV ( ART3000369320.- ----.... s X au wt.TTFe D T. TYP EOFINSURANCE Iaflt PODCV NUMBER LIMITS .�........... r I.kO�dd fJ0CL1ft.RFdd.rF T:. , 1 D00'.O.,a f �� l MAWS MAIDS '1 saca.Inla 712612023 712612024 I'^T^"^"'x 7rea lat Nlrr I 1°C1kNd� ILa,a+u,rrYawuucd 1... ��11111111 ,.1,u--- j MIF49 k.bKV reAevrn am p,}_, ,k ,000 J' ..._...�.... 1 i'k!R(INA1 A A(SM IWxJflYkCY v I i m tP:T9T 13^t A4v"Ni4,1"n rw 1 2 000 OOD ff „rrrlvur u rr:I> I X ,II ry °Iyp. ✓�: r M. r 2,0 00 000 �llh� �I� I � � I .PF.4R4CIa._ 0 P(PP C k _. f M4FTd'JSAi1Mi7111@"LYAal0.RR5^ Clfl44l#IWI IP 5IIIVCI 6".YIWfl11 S P.tE'a.Pwlzrtkk. 'A,NYFlulawl to„o,��d II " OML ulvl yr - iauo esw,Ana I.N';c LY.P1k0YNT lINT7!^n1✓II... Owvin irunu. J" c^AatEii Rlaalvx'AIYrmaa"i'Ot flay ... Aall x I Iti w am d 1 x- _ .. _ .....__....... ALJLf [E ... ............... UMBRELLADAB OCa.alra 1f4;3174'M r4 naklq'kM,pl 1. ... .... f EXCESS U. LIAJdl1°Mfiry". I .. 9 DED RE H.NTloN3 hl�.�, PJPDI'ul ' u TIUN 1 I PIE Ot c5'4H as curR y AIRIw i iwr=I arviF R LABILITY IAxllaairy �N 4 'W nku pdNY9 YIN Lr1:1111M1-'trrtVff NIA ( I and t Nn✓a U rXa:kil DELI INhr e I�ra1'�v'4�Dir..✓&a d,lL. Cdm.211'1i,'AG.d.. °u .......,,..,_...._. L k.f..ONILI atEJx^a!GL-a...i6>D".mkd,7L1"a.dUTF3 Tx6-c 5' . .�.. ...........� . I. .--- - 7 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD101,Addillonal Remarks Schedula,maybaeaachadlrmomcpaca Is requlmd) .___ .._W..........._ A..- ........... _._. ..._... ......_._.... LLATION ........... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold.Building Department ACCORDANCE WITH THE POLICY TION ATE THEREOF, ON ICE WILL BE DELIVERED IN Town Hall Annex Building ROV 54375 Route 25 •••mm........ PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 I-- .—.-...,._.... .. ...............-m.......... ...-................ ACORD 25(2016103) Oa 1998-2015 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Generated by REScheck-Web Software Compliance Certificate n E C E I V E Project 625 Park AvenueAPR 1 w Energy Code: 2018 IECC qr Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction epartmed Orientation: Bldg. faces 180 deg. from North D own ,Southold Conditioned Floor Area: 3,086 ft2 Glazing Area 25% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 625 Park Avenue John Condon Sr Mattituck, NY 11952-3361 Condon Engineering 1755 Sigsbee Rd Mattituck, NY 11952-3361 6312981986 condoneng@optonline.net NMI Compliance: 0.0%Better Than Code Maximum UA: 653 Your UA: 653 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Sllapu on-grade tiraade affs are umuaa loinger considered in the UA oir p eideau runaaric::e coiini°haru e path in I:klilrScheick. IF add slla li)orl grade a a."aaaernblly kii the sapnecflfk:1i l c:hiinatie zoine iri uust aneet the iriraiio'apir naairun �:^aririr y aw:aad iinsaull��i�:ii wn ld-ivaa�lluaaa aaii ad deptho egii Gw.o-,��uai�u�aumts, E elcw ss—m-bli-e Ceiling:Steel Joist/Rafter, 16in.o.c. 1,630 49.0 0.0 0.031 0.026 50 42 Skylight 2:Wood Frame 5 0.560 0.550 3 3 SHGC:0.40 Skylight 1:Wood Frame 5 0.560 0.550 3 3 SHGC:0.40 Skylight 3:Wood Frame 5 0.560 0.550 3 3 SHGC:0.40 Skylight 4:Wood Frame 8 0.560 0.550 4 4 SHGC:0.40 Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Pagel of 5 µ Skylight 5:Wood Frame 8 0.560 0.550 4 4 SHGC:0.40 Wall South:Wood Frame, 16"o.c. 1,729 20.0 0.0 0.059 0.060 75 76 Orientation: Front Doorl:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 Orientation: Front Door3:Glass Door(over 50%glazing) SHGC:0.32 44 0.320 0.320 14 14 Orientation: Front Door 3:Glass Door(over 50%glazing) SHGC: 0.32 46 0.320 0.320 15 15 Orientation: Front Window 1: Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 2:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 3:Wood Frame SHGC: 0.32 16 0.320 0.320 5 5 Orientation: Front Window 4:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 5:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 6:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 7:Wood Frame 5HGC: 0.32 16 0.320 0.320 5 5 Orientation: Front Window 8:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 9:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 10:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 11:Wood Frame SHGC: 0.32 16 0.320 0.320 5 5 Orientation: Front Window 12:Wood Frame SHGC: 0.32 10 0.320 0.320 3 3 Orientation: Front Window 13:Wood Frame SHGC: 0.32 10 0.320 0.320 3 3 Orientation: Front Window 34:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Front Window 32:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Front Window 16:Wood Frame SHGC:0.32 11 0.320 0.320 4 4 Orientation: Front Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 2 of 5 Window 35:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Front Window 36:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 37:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 38:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Front Window 38:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 50:Wood Frame SHGC:0.32 11 0.320 0.320 4 4 Orientation: Front Window 37 Copy:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 52:Wood Frame SHGC:0.32 6 0.320 0.320 2 2 Orientation: Front Window 52:Wood Frame SHGC:0.32 6 0.320 0.320 2 2 Orientation: Front Wall North:Wood Frame,16"o.c. 536 20.0 0.0 0.059 0.060 20 20 Orientation: Back Door2:Solid Door(under 50%glazing) 20 0.310 0.320 6 6 Orientation: Back Window 14:Wood Frame SHGC:0.32 10 0.310 0.320 3 3 Orientation: Back Window 15:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 16:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 17:Wood Frame SHGC: 0.32 20 0.310 0.320 6 6 Orientation: Back Window 18:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 19:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 20:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 21:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 22:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 23:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 3 of 5 a i Window 24: Wood Frame SHGC: 0.32 12 0.310 0.320 4 4 Orientation: Back Window 25:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Wall West:Wood Frame, 16"o.c. 836 20.0 0.0 0.059 0.060 37 37 Orientation: Left side Door 3:Glass Door(over 50%glazing) SHGC:0.32 46 0.310 0.320 14 15 Orientation: Left side Window 26: Wood Frame SHGC: 0.32 9 0.310 0.320 3 3 Orientation: Left side Window 27:Wood Frame SHGC:0.32 9 0.310 0.320 3 3 Orientation: Left side Window 28:Wood Frame SHGC:0.32 9 0.310 0.320 3 3 Orientation: Left side Window 29:Wood Frame SHGC: 0.32 9 0.310 0.320 3 3 Orientation: Left side Window 30:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 31:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 32:Wood Frame SHGC:0.32 15 0,310 0.320 5 5 Orientation: Left side Window 33:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 34:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Left side Window 35:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 36:Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Left side Window 37:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 38:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Wall East:Wood Frame, 16"o.c. 836 20.0 0.0 0.059 0.060 41 41 Orientation: Right side Window 39: Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Right side Window 40:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Right side Window 41:Wood Frame SHGC: 0.32 11 0.310 0.320 3 4 Orientation: Right side Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 4 of 5 Window 42:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Right side Window 43:Wood Frame SHGC: 0,32 11 0.310 0.320 3 4 Orientation: Right side Window 44:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Right side Window 45: Wood Frame SHGC: 0.32 4 0.310 0.320 1 1 Orientation: Right side Window 46:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Orientation: Right side Window 47:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Orientation: Right side Window 48:Wood Frame SHGC;0.32 15 0.310 0.320 5 5 Orientation: Right side Window 49:Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Right side Window 50:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Right side Window 51:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Window 52:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Window 53:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Floor:All-Wood Joist/Truss 1,862 19.0 0.0 0.047 0.047 88 88 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application..T e proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply wit d mandatory requirements listed in the REScheck Inspection Checklist. Name-'Title Date Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 5 of 5 17 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES . OFFICE OF WASTEWATER MANAGEMENT 360 YA,PBANx Ate,Sly 2C,YAPHANK,IVY 11980 Health Department Ref.No. (631)8 2-5700 OR HeWthW'WM@Suffolkcountyny.gov °" APR 1 5 202 APPLICATION TO UPI)ATE AN EXISTING PERNUT TO CONSTRUCT SEWAGE AND WATER SUPPLY FACILITIES FOR A SINGLE FANHLY DWELL " " I ' ✓ 1 G REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS P I E N L N T E FORALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R-21-1469 District Tax Map No_: 1000Section 01 Block Lot �Ll - 06 FName rrent Applicant: East'LLC ress:PO Box 283 �l n►Ew ss annemanno440@gmaii.com rrent Agent:N/A Tel#:ress: Email Address: DATE OF ORIGINAL APPROVAL:6/23/21 *If more than 6 year;old and S�CDHS site inspections have not been Perform ad a new a l cation will be re t�red FOR SFE1 S PR.EVIOUS APPLICANWAGENT PERMISSION Name of Previous Applicant/Agent:�aniel J. Marino Telk 17184- 21.96 I hereby transfer all rights and interest in a abtave referenced permit to the new applicant named above; Signature of Prevviou AApplican gent: Date: Z- '2 3-2`1 FOR SF'E 29 OUT REVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Archit� " Surve or: Tel I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to 1 1 TRANSFER,( ]RENEW(check applicable) a permit to construct 7 accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any herein is punishable s a misdemeanor t to S '10.45 of New York State Penal Law.,, fSignaalse ut meat made ettt Applicant/Agent Date tn1(1Q nt Title Ptin aa:n ofCt rrert�t rt�0 g so LL&;hDvl !F_A_5+- LLB D;IPAR vJENT USE ONLY Permit is Transferred/Renewed Until Number of Bedrooms Approved Signature of Department Representative Date WWM-104(Rev. 02/12) TEST HOLE DATA N1 p1F (TEST HOLE DUG BY NA Q 4W L.S. ON APRIL 27, 2021) BUD GE"CE 'ff"" 17. 0, "» Al VACANT 300.00 TOPSOIL & LOAM OL Septic System2D24 1" �O Minamxn Septic Tank Capacity for 1 to 4 Bedroom H 1. Gallons Dr,aina a Calculations 0 3 q I 1 0071 E Fp 'A Pmpasedll ank Di ameter BROWN SAND SM "�"' I`1 $ V r Minimum Leaching System for a 1 to 4 Bedoom 2.1 �, House is 300 Sq.FL Side Wall Am r� 1"`I,',. ..+. 'cl J Proposed-2 Pools F Diameter V Deep ay a ff+4( 1y1t1 a k -i'. p Hose-Main Frail Rod o Proposed-50%Fuhae Expansion Pool J 4(F4r x 13'-C=6'222 sf Z LO Proposed 8-Dam g Deep Leaching Pod FINE TO SAND SP flarse-Rta Entry Rod I O �- Proposed 1250 Cralo9n Septic Tank 16'x9'=144d O w 0 Horse-Side Porch Roof J .-.-.-.,-,�"� EN.. -S 11 6' 15'x224'�35 sf HIGHEST EXPECTED GROUND WATER „_„�__®,,, EL 5 u �,_ � TEST WELL No. lSf"S 40""++RRS6O7` 0 1 House-Prod Porch Rad O `�1• -- 14 7' 8'fi'ac30•�'�80.7sf OBSERVED GROUNDWATER WAFER IN FINE TO SAND SP 17" Garage , ;v 0 22'4"x Zr4r=559.11 sf c-trl Dr-aisape Pod i1 W O O D House-Main Rea Roof 1,321.9 sf "1,y.4 Horse-Rear Fshy Roof -144d Garage -599.11 Tom 2.665.01 sf 2'"F1'axnal= w0.1088d�fd Now Poop _g' Onlinage volume Ra memmers-Z"U.9B x 0.100=344'.03 cf New "I,'k'11 Radius=7.3712=3.68'. �s Gore ca f� Sto Vdone per Foot=wx 3.66=42.1 cUR `C- Drainage capacity for 8" Pod-"orlow'Dvrster It-Ir 7.33' One _ z 9 Regdred Depth=344.03/42.1-8.17It .l/ Use a 10'Deep WO Drainage Pool 1� a Drainage Pool 42 Hose-Man Front Roof -6" at House:Safe Porch Roof -335 sf O Hose-From Porch Rod -260 sf New O Tool 12172 sf Two tory Pool0 l31 C-. Homes �( 2" -6-0.1606dkif b Y�',J� onsiriagn vokkma giorlurarpW -1,2172x 0.1We 2028d C,] or~capecity,for 81" Drainage Pod=Interior Diameter It-W=7 33' [y Radius=7.33'12=3.66' 0!z G Volume per Font=w x 3.06 z 421 cUR 1;0-� Required Dapth=202.8/42.1=4.8It 0Pool*2 Use a 8'Deep 810 Dra'erage Pool O 1LIt""4r Un 3 N a Suffolk County Standard Drain Manhole frame W and slotted cover Pattern No.1383 or manhole N O 500.00' cover Pattern No.1012A TYPE C' Notes: U1 t�f tE manufactured fry Cambell Foundry or a approved equal. 1. Steel reinforcing on leaching sections SURVEY OF PROPERTY welded wire fabric 69k12"116x#8. W NEST HOLE 1 30 .00 Cl- L�lerltr� SITUATE Min.2 Brick Cott 2. 8"thick traffic bearing cover sPLo W Now G,ovel t�«y rr MATTITUCK 5 85031900 r W w � W TOWN OF SOUTHOLD UTILITY POLE W w �' SUFFOLK COUNTY, NEW YORK 8"Traffic Bearing Cover' tntshed Grade " #5 EDGEWDT'PA F W W p(�I)t p WATER IN sTHEEr �\N� \ S.0 TAX No. 1000-123-01-06 6"SDR-35 Drainage Pt w W PARK AVE 1V4J E y O SCALE 1"=20' APRIL 27,2021 _ DWELLING ."' RevisedPla .pproved,a7i21)�4. I USES PUBLIC WATER Surveyed By: USES PUBLIC WAR Plan DWELLING Nathan Taft Corwin III N Precast N ILxpires 6/23/2027 `-Dram age,,, g DWELLING USES PUBLIC WATER DTNp"dd^ z -� �� SUF FOI K COUN rY"CJEPAR'tMEM1fr�OF HFiIITH.�SERVICF'S PEM r FOR APPROVAL OF CONSTRUCTION FORA + : Wrap with 6 o7-(min.) DWELLING A }�u All I "WATER m Siraci-e FAMILY HFsinr Nc�ONLY nonwoven geotexhle(filter USES PUBuc approved ual Ar�w+%ovcr ,w it r air roams fabnc)Mirafi 14ON or an PP eQ fi S R 8,,.. Leaching Basin Notes: 4. No trench,pit a other era;w4ati rshall be left open .Excmdk m to be protected as rl loin Mk i` �YC "�.....".. rtixawapwmm+dg7'm4otr or.c awmwArAnudra'raxmWaAffi11.77-1 .kendfroe directed by the Engineer with fences.barricades and other mathods - ..OUZ rtiCl.W.)tltE rAI'f''RC7VbUm re watdunk+�ghae'„Addnclw balnndlordwM raenxa; l i , 1.Leaching Pools shall be Precast Concrete Cement structureS as �w Manufachued by Suffolk Precast Inc.air equlvalerrt 5. Invert elevations may be adlhsted by Me Engneer n the field to meet field conditions to avail LOW arOr "Aft bax k-hoawdmdso nw4w`elwmsrs:4wm'q'seas, conflict with uslmes as ordered by the Engineer. apee..M m dA.a'ewiA aaaw.mla rpmek.. daaur,aud. Elevation View 2.All concrete cement used in the manufacturing of precast structures shall 6. Allow four(4)Inches forfmal adjusting of costing.adequate bearing will be provided using Excavate and bacfill 3 feet D el I Detail 9. . 9' MI develop a minimum compressive strength of 4.000 p.s.i.in 28 days. concrete block brick andlor 12 monta moc Scale: 114"=V- Sig � Pa11r���insume�sa� Condon Engineering, P.C. park Avenue %hound and below leaChIng pCt'4gS 3.All drainage structures shall be placed in acceptable leaching soft as 7 7: Tin car and 625 a Ora Lnoert In the event lea h matemal M w4h th rarmri it iwi Thga; Cod oft 1p tla d fahrrg axlM,S m.. Drawn by:JJC with suitable porous maternal as � I wets lad d thetion(Oa 29Cod4 d'Faavd ax1 M lath'jck �952 atlituck,New York """ approved by the Engineer. a exailed.tn is to be corfintrad lea suzl de material and Regulations nor Construction(OSHA). ( ) backfilled as detailed. Date:4242024 631 298-1986 8. Boddhl and coonpotbon shall be in 6'Ha. a s 55ors NAG/F OLMAN ��UJ 4� BUD LDI GEORGE N VACANT 3 0 0.0 0' 226 East 2nd Street N 85031 10019 E New York, NY 10009 O Z j 625 Park Avenue LO 1 p Mattituck, NY 11956 280-207. Maximum gross floor area for o 0 residential dwellings in A-C, R-40, R-80, Q t � R- 120, R-200, and R-400 Districts. o (e) 5, 100 square feet plus 5% of the lot v area in excess of 40,000 square feet 0 rypODED up to a total of 7, 100 square feet �+ maximum. New Pool KEY PLAN AND LEGEND New One era R❑ M N ME 9 Area Ca [ culations New o00 Lot Area 73,600 sqf t b HomeTwo �� gePool# R-80 Allowed max 14,720 s f t � 0 GFA - 20% Lot o 9 � Pla 1#2 Area o , : Ground Floor 1876 s f t z o <F q r S *Ite LOCat *ion Second Floor 1208 sqf t CP Covered Porch 270 sqf t g SEo 1ER UNE on leaching sections � P s•x,2-#6x#8. o �� HOLER - 80 £ 3 0 .00 ' Enclosed Porch 300 sqf t w el Drivewa SPAT aring cover y Total Dwelling 3654 sqf t , 97 W 17. GFA s 85°31 �� W POLE 17.5 W W LIL15 E inlshed GradePAVEMENT — PU UC A N TREET 16.6 EDGE G r1E ,I Garage Area 528 sgft W -- PARK AVENUE HB m o"OS a LB x _ � r Pool Area 630 sqf t , m o` i O DWELLING _a LI ' C04, N it Plan — _ -0 ' Scale refer to S-7 f full site MI :_, 4a 0y 'i ' Md Lz 32 o r a n Me i St lout)Mil ve fia •�;:, S ' F .\ p ^T fin S'. O N CD V R-40 ;�, � ��«gym ...e'"` r.� l $ �, tr' R-80 ._. ._.y - Ro�te' 5` N -, Q' r � As. ; RO p� }_.... ,," ....,odd min Rd: : m ? a � y a = a o N �' w w Protected a� "ma`s°moo, J... q o \ Q HamletCenter o Gina St `4=,' m r..m omm \\\\ ' o w D- .r. ark d s• i �("�' a to Ave r v O \ \ O _ro ro O N CL a o 0 • 1 rz , .�a W Peconic Bay - m � a Map Prepared by N/S Sky Plane Diagram 41 oO Town of Southold Geographic Information System h -j f Q� April 29,2016 Suffolk County Real Property Tax Service Agency F ARMS and Tax Map Copyright 2016, s 0 0.25 0.5 1 Mile County of Suffolk,NY w i \ z z J / \ \ J w \ w O O Of ' N off' o E/W Sky Plane Diagram REVISIONS 04/112024 XX/XX/XXXX § 280-208. SKY PLANE OF LOT The sky plane is formed by imaginary lines . startingat all property lines parallel or Zonin P P Y P g adjacent to the building or structure at 10 ��� +. co/" • feet above the average elevation of the natural grade (prior to any grade alteration or fill) and extending inward toward the center of the lot at a 45 angle. ` PROJ.NO.: 20241 DATE: 01/142024 r �r DWG.BY: DM PAGE: 1 of ©MADCO 2024 f -PLAN -CON T'N TS: : GEI\� ERAL NOTE -,-, �� O i�l P Y T o0 - IZ.�J ESIDEh� II,t - - - E1ND FRAMtGoTES` �1 ..s�AN�. . L:LA ,SrEIc:.ATi L 1) RIDGE-TO-RAFTER ASSEMBLY: ;"� BtJI[ C�t.�� t1SE = D c LL{N G 1-1l4"x 20 gage sbap shall be attedhed to each pair of:rafters In accordance totable 3.4. P�#SCD'I HEI0H = When a oc�r W is used in feu of a r>dge strap.the n mzber of 10d vDWOM nails mgtdmd TOTAL lire S0. Of LO!��,TRUCTtOry 226 East 2nd Street CONSTRUCTION NOTES: in each end of oar lienaiad not exceed tatxu�ted numtisr hied italic in theu - : PRESCRIPTIVE A S PER 2020 N Y S 1).The infaridon within ttils set of construcdtcm docxrmmts is n tatW to basic 2 RAFTER-T�WALL ASSEMBLY: DESIGNI CRITERIA.: New York, NY 10009 design k RESIDENTIAL CODE AND 2018 WFCM Intent and bwnbV deters.PW are Intended as a construction aid,not a skstitute Lateral framing and shear wall connedtxtsfor rafter,eel' or hm to top plate shall be In �g�r1y�g�butcng�andcompbricaewithh:current New York �acaxdancetotabl�e3.3. anderor truss do not falIn line r studs bstaw,rafters FP.AfVff s El £t.�EtITS A�. PER FLOOR I✓LAi•JS CP.OSS SECTI(�td AND GENERAL NOTES Strafe boding codes.The General Cor&ack r Is mspon*b for pmvlding standard or#runs shaft be aid to the wall fop plaits and the wag tap ptala mil be sbdmd to = EXT.' g ALCOINIES 40 conshKdon dills and pi ureetDensureagxotessiona yfinMed.auchaxilly the to the wail scud vrlth uplift connerllo m Roots 0"rhaNing the mks side of ff*buUng DECKS 40 = 625 Park Ave n u e jsourtd and a wteafferprodcornpleted produd shaft be convected*ttt uplift cormcOm in eocadmre*an table 3.3m ATTICS w/o STORAGE �0 I Mattituck, NY 11956 4 The General C.onhdw is n*ponsbe for enaraing Mal ell work and constnction 4 WALL-TO-WALL ASStMY: � r A A T?ICS wI STORAGE 20 : rt>eets current federal,state.county and local codes, DESIf NI LOAD CAI �kl,Ali ordtnarxaes and to iattons,etc. Waft stsrde abate and alr�ds betannr ec tier level el f!be a#ac ad with uplift connections in ROOF (GROUND SNOW OiY L E)fi b}) 25 These codes are to be considered era part of the Mmiketions fior this binding and accordance% tfi tabfa 3.3b.When toll studs above do-no f:f�in line vdth studs below true (LIVE LOADS t'Sr`� should be alluded to even If In varlsnoe wfth the plan. studs shalt be attached to a common rtterst in the ftcwr assemblywlth Milt cenrtectors to = ROOMS (OTHER THE,. SLEEPING) 4 0 3).tiiinerlslons stud fake present over scud d accordance with Wft 3.3. ROOMS {SLEEFIrdr} 30 (DO NOT SCALE DRAVVINGS)o rew� 41 .WALL ASSE Y TG FOUNDATION: : STAIRS 40 GUARD PAILS (ANY DIRECTION) 20G First wall studs did be carn�ecasd to the �# deftri,s�plate,or bottom plate wfth uplftt = : 4) The engineer has not been a6gageid forte aupsrvW6n end asaatlea no ,connodors.Steel straps shall two-a mirdrnum embedrW tvf 7 IrdWs In CWCreW EXPOSURE CATA.CORY for construcoon com*idng with these plans,nor responslbli ty for floundadon and slab"or> mde, 15"es in tin=ry block focmdetlons,or tapped ur>der LOAD PATH 5£E C Cfl S Tf?U C TI Q' AND D WIND PATH CONNECTION construcSon means,mom,tedwiltues,sequences,or per,or for safety the plate arrd nailed in s000rdenc e,ve tWe&3b.tither►sleet snaps are: under the (R0,7F _ FdUNQ ATfOf� DETAIL PAGE & GE ldER aL NOTE P AI;'- prec lujfons end programs h1 oonnec fan with the work.There era rto rant afar a bottom ply,3 hich 9gta n washes be used*0 the orator bold.Ardor bolt spa '.c use expressed or lmp#Ied in ft use of fftese plam spacing Is is be spaaed and sized In aboadanoe tot table 32a.!rt addition to sparing, r4AILI f C SCHEWLE SEE GENERAL NOTE PAGE KEY PLAN AND LEGEND anchor btytts aB to bee befvrin 8-12 from t?rre errd of a sib platal and ati EGRESS SEE FLOOR GR F L A.I�I S A�!D i'JI N D 04'V SCHEDULE Rimer to the VYftdvw e>nl Door Tareldertor flg6. corn em. �. r M N ME f'RE PPOTECT101' R❑ 6).The Gerrerat trMhP00r IS tD�tnsrme that masonry or prerfabracded Tke*oes mew 4 TYPE I EXTERIOR SHEARWALL WMECTIONS: ' �• SEE FLOOR PLANS = Slt�fltE CO2 DETEd'. or exceeds mamhc hWs specl�g and applkeble codes. Type i a)ftft sh�v�s with a mWmum of 7/1 a Inch wood Sulu h W p*W on the exterior Y attKW wfth 8dcomnon:naiiaat Ir=aton post edpsWIroc.int�f M.BW TRUSS D- SIGN N/A STh.Nt7ARe STICK FRAME CONSTRUCTIOrd 7).The General Contractor IstDcoin tw hfhe eaw tbrd txilt4n lbems 1/2 Irch gypsum waMow4 cm the k4NWalttached WM 56 cooler malls atrc.G at pawl ENERGY GALCULATI01~IS RESCHECI~: 4.6.3 2018 IECC such as uses,st aMrig,paft colts,trims,etc_ edges end 1(r o c.in ttl!e field shell be In aaoordanoe with f laro mgr�en>ents specked In fable 3.159-b, 4 YAW load nsqulenierds stoal be taftn into account during tonstruatlaru. FOUNDATION NOTES: I8)-TYPE It EXTERIOR sHfFARwALt:aONrlECTiM: Table 3.1: iitg iedisle( raod Framed Constfurion Marti 2015 , Pages 149 and 193) ; Type it exterior shearivatls shall meat the requirements of We 3:15a-b tames the agaropriate 1).Tf*General cant actor and Masm to mr4ew plans,e*vWor:s,:&ws and naffs to WVt edjus fatxoca in table 3.16. Number Of Number of delteri1ne intended heights of frkhed floors)above typical grade. €7). H ERICR SHEARWALL CONNECTIONS: - Joifrt Desm4pb4n Common Nags Box Nails Nall S , IAJlawebls sidewsff IMOU provided in Wk 3.14 shall be�perrnitbed to be kweased when! :2) AR tbattngs lb rest on undlstrrsbed(vtt8frr)soli Assumed bearing 3000psf 'Interior shearwalls are used.Sheafft and eonnesioris chaff be In aocordance with ROOF NAILING 2.4.42 and 2.2A regecOvely- Rafter#fl T' 3).Provtdu 10 Ihn jvfnt medal betvvt�en aoruc to a and Top Plate(To-n�[l�ed� 3-8d 3-8d W rafter � a1 or masonry walls otxxrrtng In exterior or unheated interior ems. = I - Ceti JoW to To oe�� 3-$d 3-8d pgr job 8}.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � p {T ad} , Header and/or g'kdw conned"sM1 be etteched with tip�M&Z- ons in s� ,4j Arty new concrete waft being e�t d*d to e"ng corta�structure,al l Ceiling Joist to Pat'flel Ref 4(Fat;e-�lalled} 5- 1 fie] 5- 16d each� I The intW d wllh#4 re-beT. 18"k�at 120 o c_ Use approved epwW for inss�afiafn. w1th table 3.5.Window all-plait shall be hmre dice#can s in accordance with table - 3,5, Geeing Joist taps Over Pi6tms(Faaam-trailed} 5-16d 5- 16d each k� GcrgarTie - #o Rafter o D.O 5).Unless otherwise natoe,d,a�ribs on grade�be 250Q pas-Canasta to be 9}.CATHEDRAL CEILING ASSI�tBLY: _ � = 2 10d 2-'�Od p�� I t foamed on 4 Inch thick sand or gravel fit Wth 6x6 wire mash reInfa h-a Interior ubbs 'Where a ridge is too be a and as a strung beam,the tellers shall oilier be notched and Bloci i�to Raper(Toe n 1 2-8d 2-'�� gg�end I!Abe rtinlrrxurrt 3-'Ifx Inch tftk c. ;anchored on top of the boom or slope connectors stall be aged to each rsf��#o�ge Rim Board to Rafter viol� : 2- 1fid 3- 16d each end along the open 00iftrtg pat of the bu&ing.Connedons to the tidga end well shall be be 15).Cmwi span to be provided ift ei mininm 18"44"aaoesa opening.Instill one attrsched with the above mqutremerift - = WALL FRAMING 1606 gist ire ftxmdation ved fie very 150 sq.ft.of area. - To Plate t+o T Plate ate-hall i DECK AND COVERED PO1 CN NOTES: p °� � : = � 2- 1sd ��} 2- 16d (fl per t 7).Dampproor exterior of frxeudalion bbfffmaas rug as Pam`radon Rags of Top Plates at In6ersIFNIMAM 10' -nalod) 4-16d 5- 16d vlsts-each side N.Y.S.Residential Code.A 6-mli Mm sW be appllod over 1} Unless othwwise noted,all rmming maWwl to be#1 ACQ prm' ure treated iurnber. S`ttld Ifl Stud � - _ � . iho below grede pottier►of exi?artor wafts prior to toddling. Alt fastt3rteros.tsars and.anct`tors to be gandrtlzed or sf�rtless steel. {F .:. 2 18d 2 ' Bd 24 o.c. Header to Header(Face-nail 16d lfid 1 fit ox�along edges, 4 Dri9ll as per secUvn R406 of N.YS.R Wderr!al Construction Cocas. 2).Girders for de(*joists to be bolted b each post what w�hsrs and nuts:. _ Girder;on conaste piers shall be ar t&W vrlth prom-sleet connectats enchered I ? FRAMING h[t3TESirno wttXu a��Imum 1!2"olio X r"anchor bhtt ,wastoessf rnt . Tap or Bottom Plato to Stun{End Died) 3- 1 fid 2-40d per stud 't).Alt tfantt;'tg techv uear end rniex&as prescrlptve design of 2020 3).Posts supping shall be endxxed to a IZ'k12'xl2-trtk k oonc�to footing. 1-fin Vlthod Frr3rrling Cortstrtetion Mlas viral. Use a minimum 1 nr dta x T"long anchor bolt wltn waslm s and nuts.FaotkW Shag 2).Ut ss otfcerwrlea noted,of iinalmtng aird ratrudl mzf wood trafierlai to be�R2+BTR. be 3 ft.below grade.Catcxaets pi s to b8 used wlllth sit pot> decks wfth mots or pesg�s. , f tomes Fir. 4)-Dock joists to have Bottom Plats to Floor Joist,?band Joist, End Joist or Bloating(F oo-Nall 2- 1fid �,2� 2- 1&1 t,2) per foot I bkz<ck at 8I o:c.. __ 3).Floors,vva�s,aeiings and rat m la be spaced at 16 hWvas o c.unless noted �5},A min�num of 10 ir�h fleeting shelf be i !fed rI the bull sib led FLOOR FRAMING '�. Le W to be 1r�sOened�a bc:#Idbg with 11r do.bolts wilt washers and nuts �� Joist do Sill;Top P tut`Gilder(Too nIallsdl . 4-8d 4- 10d = per joist 41).Unless otherwise noted,all bWng wall t»ea*m to be(2)2x10 92+BTR. =) �.�. - Bridging to JOW{ram-nailed} 2-8d 2- 70d _ each end ; E3raattrRg vvaia toxim to have(Z) scuds and{2)tali ller4p stubs um each side Of all 6)-Concrete piers sib be$minimum 6"above grade. = Bloddng to Joist(Toe-na3 2- - crpert rtg&LVL headers too ham(3)jw*studs and(2)firll terigM s on each sidle of : $d 2 14d each end openings.8eara6ng v wtns3ow i fs shalt also haw(2)window sill plates for 2> wail Blocking to SRI or Top Platt-,(T'ae-rallied} 3 - 16d 4- 16d each block 4 AN Obis to be supported with htffgers end anchom Each Jold stint atao be ardxn d : f openlrigs between 4'1 s�6'f#and 2yc6 wa<I openings between,611 SrJ Provide fire Ito plyder(s). -Ledger Ship IQ Beam (FeC64 ai 3- 16d 4- 16d @act joist rind btoMrig where applfeable. : Joist on Ledger to Beam{Tpe-nailed) 3-8d 3-10d per jolt 8).Covered Roofs be&"e d and sndovd ft Same manor ass typical Wding. 85).Alf flush to be Ins wfth d w he duty galvinized tutnge rs and Bared Joist to,joist(End-naik 3- 16d 4- 'III# per joist i erndt wapplicable en connecting Isis. PLUMBING NOTES Band Joist to SRI or Top Made{roe-i Olned) 2- 16d (1) 3- 16d (1 perfoot 6 D b%up floor joists ender wr ns t mt run parallel to 0*QOor joist end under baftbs. 1).All water Supply,drams and vwft to be insWied as per N.Y.S.Resldenbaf ROOF SHEATHING floors th hava c et a nic too Niel shall be Yofflad for proper load capadty unless noted Construction Code ion plans. SDI Panels(S Notts 4,5 and 6) 2).veffy s wilt the Engineer-for sertTdlc cry Heelth Ikaparrnent approval. Interior Zone 8d 10d 6"edge!'l2"field T).Provide bkxkk ltxldging In floor joists at 8'0 o.m.Use shill bfocWg In ffoor joists condor eII bearing welts. iotate, 3}. if rust!studs,ptet or jotafs ere art out cur q frrsteBatlOn far any ptunrbing related work, Perimeter Ede 7Q139 Sol 10d 6" edge/6° Hold l �e art pietas to protect and seams the structure.Vprifywith Qte Gable End Rake>�up to �'Rake Girerhar�g 18d 10d 6"edge 61) Provide� at at: verb between naftera Irestaff draft biodang as code and manubcL"Ie rdoorrtmWidaban for maklmurn hole size and. needed. Ong�- WAC SYSTEM NOTES CEILING SHEATHING 9).Ur>#eas otherwise rt+a6ed,all roofs acrid wafts to two a mininm 111"thltac,4-pty Fa 14 Mochanical Mjbooetftr is respor>ar-bfe for adh to all a imibh baths and oaf G�pStII'n 1lvallb©ard - 5d coolen I coolers 7"edge110"�81 :C DX exterW sheftin9 grade plyvd.Plywood to cover over plates and headers, I l� ety d negerfrarnerrrts. WALL SHEATHING i 10). UnIm owe noted use 31C theft T&G PT5 Fir or Adven(ec h plywood sub#Iaor adhered with PL 400 adhesive and scr and to floor sib HVAC: oor r Is to fuhy c oordiWe aft system data and r+i�g#tt of wfth the StfUdUral PaI18 aw+er�$s •Kriebel floor to be irtstelled 2} s ue, ls(See 1,2, call 3) 8d 10d = I}r 112*erp�u REVISIONS per manuf 1ure�la instrcucbons. _ I I i 04/10/2024 11).Alt boffvwm walls to have 112'thict It moWtre.�nt sheetroc IIL Garage well and 3).HVAC subcontraeft to provide Ind sysIterri layout drawing Arai submft i<to tie General 5d coolers 5d cx ims r edge t f aft field xxncwxxxx castings and over Tumaoe to have 5l6"fhklc Contractor end over for final review art approval. Type-x sr�ek.A�omer pens ar�rlalg Wallboard to have regular 111'dmtnodc.All wYa(I&to be taped and llntshed. _ ELECT RI CiALNOTES: FLOOR SHEATHING 12).All roof wfth a pith less ttan 4:12 sty be Instated with an Ice&Water barrier or ll .Al Oxhical to be IrstaW as r per N.Y.S.Residentlai Cutstcx't Code. S#tUC#Urd{ PEneIS approNed equal.Rat roofs stW be applied with a Flberglss liaise stseatwth an EPDM tc>rcte dawn type mote t over. 2 AN work shoe be 1 N a less $d V f 12"field : t appm%md by a qua{'rtted UniV rwrtmr. 10d I = = Generals 1:3).All s�plates and wood In with oortc;refs to be pressure treated.S'IfI plates to 3}.�a�Smoke detu�Drs ant!Cafion i�+lonoxlde dei>�rs tt>�ttgfiotut as peer�R317 - 1 NSn _ ' � � �V I;C,�� y�� g nqulmments ere,based on VrA d*athl nailed 6"an-center at the net be attained with,a Them sill gasket and cop-rr-wx tetrrtite stM or approved euqual. of N Y.S. Residee�Chas mcgon Code. n9 panel fie. Alteftl�e i'tal Rg St�iedU#eS�IlO,r,G be used wivre wad afieafillr�g+nat'Iing IS reduced. For exarllple,if wd sheathing is nailed 3 inches on-venter of file panel cage : to obtain h�i3h�T � na#fcilg p@gllltBfllf3nts for struli�ural members itself be r��tibled, or alternate taanr�ectots shall Note _ f r •u maintan load _ F - be used� f �+ I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA f 2}FOc'Wei $heatrlingrimilrf�feet of Corners,firesr f edge�cxre attachment requirenrlents Shall t?$ti'�ed. i J' 051 (3)TabulaW '12 Erich o.c.nab spacing assumes wall Sheathing atffidted to stud framing members with 0.42<G<0.49. �'�aFESS14�` I . . = Ground Snow 1tVind Seismic eatf"#+erl f=Mast Line Terrne k Decay Winter ©e Barrier IF1ood Hazards (4) For tflcl sheathg fq 4 facet of tie perllrieter edge of the roof, indudIng 4 Beet on each side of the roof peals,the 4 foot Load ;SPA Design nderlayn'rent perimeter g$ttachm faegUirolnerits shall be used. ; �r ors ,.,.,.t n PROJ.NO.: 20241 DATE: 01/142024 T@nt Uil d ? (J�) !81 a#8d 'jZ 1ndT fl.C.R 11.,t�,r,i�'8s&t1Ia8S awl S xeft Shied to Mf(er I ft=framing R1w bws iiilth (>OA9.For DWG.BY: DM PAGE: 1 of P p Moderate to 15*F Yes training Ra nibefs w <04�<G<0.49,the nail Spacing shall be Mduc ed to fi Inches o.c. 25 sf 144 mph S Severe 36 in. Sl to Heavy Moderate � f fi) Parv�iruf speeds: �r than 13�rn t a ph,Woddng 1s reqult�ed Wft tmnsfets shear load to two additional tabs (3 rafters in ©nnAeco 2024 (T}For extoftr panel sic zg,lg9vanimd boX nails shall be WMIed to be substhbd fbr mmmon nails, E 226 East n Street t 2 d St t _ ",. ._.µ._.... . _.... _. ._... .,...._... ... _. . . ....a............,_.. . . ... New York, NY 10009 CONSTRUCTION DETAILS & WND LOAD PATH CONNEC11ON DETAILzi N R�S�2T.NNT �OMS"�"" UCTICN CONS CPS L Al : PART' u . 625 Park Avenue Mattituck, NY 11956 R1 404 ;--RAFT S LSTA24 APPLY TO AC�I PAIRPE WTERS RAF'TM-»T' -WALL RT20 APPLY T`1C) EACH RAF"1' R. RAC-�-T ==PLATE RT15 APPLY1 4t t� RA /�� U T"H :SPT4 ` CE W7H4 APPLY T0 .l!j _WA D : Ni t- TO JACK STUD STA12 APPLY M £AC f JAW KEY PLAN AND LEGEND ZRIM4 STUD-T -N. ER RI ' APPLY M. • } M ARIII L �f t `A 4T 7OR �il.h7 APPLY TO R❑ M N ME EM • { ��jj #� ryry p �+ /� may, ER D'MSWO �» SI { ; } . 1 ST. FLOOR 1UN4►E�F'� SIL ''PLATS ST♦A36 �M►�iR Ri7 i�""'"`� ��rtt�� �� �« i.4 P1�.A IE USE �►�+ *r� RAFTER i r : STLW LUT RAFTERFOR LUDW-Mi ttmbw �Y A64y.� STW v to i TOPPIATE FASMI, Vti e ) i TOMPLAM CO. ce O.C. rAp"llilill"p^1 e ,#if + 1svr M1wi s,.e"f 7 J . -e , ._r6wJ�iv Max'.x..etw♦�, .ue.iMnv�+' —..r..i.•.Waw ,us Fas'Y:� Y ,i � .µr'ys..�n':T'` F° :�4. �,Ik , :ice„� ::.Aiw+:wir ili. , KAT +► j • 3 . ,� III mill . . �I i m - ine . 1 Sr FLOOn 1 . S r kWriM%wA . _ aa♦Yiv:..✓.s,eyi.errY....ruwxNwiYrch� ' . 'St.. 'Sh bMPLM. „ 2 tR,y REVISIONS XX/XX/XXXX W& A XX/XX/XXXX ** a �w iMT Bali TE „ ,r BAT KW-W SW FLOOR 4 s iOlt'. t ♦ ! R Generalm { �, . , ,Its Not ,'f A.� I, OR ` C MW SS1i1i}t v PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE. 1 of ©MADCO 2024 R'S., # 226 East 2nd Street DECK PORCH CONSTRUCTION DETAILS LOAD " P A :# H CONNECTION DETAILS NNECTI � AT14N PART -NUMBER S New York, NY 10009 » x T R t L 4 ' T TO . tR ` P 44 N P 625 Park Avenue x6 �PQST TO GtR 'ER ME DER BSfifi PBSE66 KC66 SE ONE TYPE : A H PO T DER Mattituck, NY 11956 RAFTER # , N " TM M H T •. USE ON EACH RAFTER. M.PA1 USE ONLY AFTER TQ LEDGER BOARD TMU26 }R MPA1 RA1=TE LEDGER USE THE Fou.aWntac OR, APf'R©vEo use METAL CONNECTORS FOR PaaPEa RESISTANT CcaNsruCna�v., FOLLOW MANUFACTURES PECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEV MA)04UM UPLIFT LOAD ACI-TY• RIDGE I�E A E TOW 3.1 "W� 2015 , 147"iq R A F TE 1 rr, Iif drat KEY PLAN AND LEGEND ROOF WIM R bltapPl (roe 3_8d 3.* "!I>� R❑ M N ME 3-ed TYPICAL, RIDGET F R RAPPING; RAFTER T�31A�� C�TIQN ALTERNATIVE. RA T: Ri RT' ( N «bb �ae» !} S-'18d ev*bp Cam, 5M14d 5+1� 1* CaftTb b R�(Toter d} 2M10d 2. 0d STAIR TREA { � �� 2-10d ° 3-led GIRDER HEADS o I • RIM B A R TOP TOP i � 2-led�'t� POST-0T is : •� P O S T/C O L.v M 1Q�! t a�. a RIM DECK ACC T� 3-Ift T CK PORCH e NNE TION GIRDEE -HEADER TO EOS14COLUMN G-poN b fad E�Id #of 2w 1 d.� . : 2-1%(1.4 i FLO �-. P T T K R H NN� TI4N ! .i�f� .Tc� or�srtToe�� 4- ! 1-10d` plj i ft Ib t��? 2 d 2-iOd sib» 2- 2-1Qd a Iced E A b W or Top�{rat 3-led 4.10d Vdl GIRDER /I-IEADE 3-ted 4-1 BrId b or Top l (Tom" 2-fit(1) 3-iM (1)" per GIRDER/HEADS ' Pt�ST CCLU Ill! JGIS "• M �,,s> s6y 7 f F4 POST CC�LUM .ft ad lad t� r� � I� up b 1'Me OKO '� tt 'fed GIRDER/HEADS c �SMnIM WALL • i P��,�t 1,x 3) � iOd r�r17" NN TION R R A R T P T" MN GTI€}N JOIST T : IR R H : A R : NN TIO !� !#d T >f1�� ORDER/HEAD R T PC}ST MN G� EC I r�; noel- F�MT M I 1'orl 14d r 1Ir td lip. i t it . Fbr b3 I�b u w_ bed peL GIRDER � s 4 of fm �� to wMA }T` 12 oar b `►OA24M . POST MOD JOI •�, . > t ,�. ; y T " 12 *A I � rod a'- to '� 'Irxt i'cA~ ; '«` GIRDER .• I�EADme E � � •,, �.��v�, � 1>«:4t 2!� � �: CONCRETE PIE y.,> ti t 1 x12 )0 2 CONCRETE F•t�CT v , . Y M = -WOOD JOI M bo nehdet • dbroar anrle ' . y Yt P[ ST Tt� Fo TIN c�NNEGTf�N # DECK AND COVERED:PORCH NOTES. j REVISIONS fiST F'R•AMING FLUSH Y "H : GI ER HEADER wd ,�� ,It. xx/xx/xxxx GIRDER T N R T PIER-CV-N TIUN 4 o> farc a�r ►� crpr e+ xx/xx/xxxx z hba��a 1I "+�x'T'Iarag l+ tr ' CLIMATIC AND GEOGRAPHIC DES Ct��k ERU�► rxirxwlftcm _. ..__ WW FA*Lh T� Dom► ' ��' U ftxr + t n . Cltritllll t*$fL b*W Mir Lced . �In* 8 S 3 :` : trc� ° 15`F yea ! }.A ofistom+ .bumsloe General-� teo� , PROJ. NO.: 20241 DATE: 01/14/2024 ' DWG. BY: DM PAGE: 1 of ©MADCO 2024 "uoo� r 3 i y APIRL r € 226 East 2nd Street New York NY 10009 WIN DmBO RUM row D;:fwmw BRIts rRu umUTIlff AM "OK Vpl=iMIWQb : : ���� ��� �,��� � 625 Park Avenue FOR V iALL_ OP I 'ROT CT ON CIF 120 PH 5 5 � Mattituck, NY 11956 { MAXIMUM MEAN ROOF H 1 HT« 5 ) *:WATrX 5MICI D TO ec 24'fROM EDGE OF X00r UN17> tAYMW, ,5 tt' orlu ER A05MMBLYI w "+, ABC ( FAKEA.6? ALT ELT' 01 N.T.S. W€?C?D FORt 'AN .. SPANS: } < '�� SPAN � `` _- MCK r I ,. �, . } KEY PLAN AND LEGEND 25/52" 0/4") APA SPAN-RATED 46/24 SHEAT�I1Nc'� sRAm I•'1.yiNio o �., � ; . (OVERLAP AROUND OPENIN&S 4") I � ,. , R❑ M N ME I„ I r MrTAL NAIL- AR,P ATTA�H1r $ STRUCTURAL PANEL : FASTEN TO EUILDIN(9 H/ I � '� r O STAi� STEL r v�tM5 ar Iox3 �'rc/ �A,!3 iERS) &A LN/IN1 ,..""tW I 1' 9 STAM 5TM OD SGREN 0 1b" O.G. } I i 5 4NV 3} AtLT'mNA'T1VE FASTENER FOR "t`C3111..L7111t5: I, r E ''"�� . :.,. ~" S + T FIRS' COU .S #10 TEE ISM ATTAG 7'N To BLC)5. w/ #10x1�-1/2 � Y`�/ HERS) wItr� FULL MACA41NE SOLT 0 12" D•G. STARS' TMIRD COF 5TAR1` $WOND ♦ 'VATH.FULL Smp C4UI� IA H DULL ♦ I MINUS FIR,5T TABt R1� AhtNU5 112 T�°3 ALL WM SRM€ - BMW'RAV A t# Srx FAMMU P0 Smhtm- ' F.AS't'SNM SlUtL IE KW. 12 CAUGS Sun GALVAmm'N"S ,W/ Kw. 3/8" DID. m ,. 1 TYPIC PH T RO �,`IHN DA L II LTIPL.E SMTION A Lyl ! I I I/ „ �1jGIC ?LTS: 0 2' 00 II II II � II { . ' { II ` II I I I I II I II I a OOP SHPATHINO ;14AILW P09 COM-TV 01 I I I I I I I7a��r�a paultfr TdF rLAXEr Aft IH I We& TEft "'OR A* N.T.S. 3a f+ r«a«.:rH+++w r.vs.i«.... w►.. w. ..r....+.e.rw.. 1�i rw+s�+• 40 r ✓ t. FOR PANEL SPANS" 4` OR HIDER SWAN 25/32", Af'ASPANw-RATM 45/24 SHEATHIN& (5 '' DE PLIlrHOO1 (OVERLAP AROUND OPEN1N&S 47) AWd NOR s: _ 2X4 STRON6-BACKS 0 24" OG ' 1). PREASMMSLE PLY HOOD TO 2x4`5: 0 1o! qw (W ) '+vAl..VINI'"' V OR TO 40t,e rLATe 400 STAINLESS STEEL HOOD 'rx.vcx�tas � r�N�. rug c� 2). ATTA4HIN& ST MAN f:-�6f RUGTU� PANEI: FA►5T`EN "rGy SUILIBIN6 r f : ' - : '010XV, (rt/ ) (SALVANIZW OR STAINLESS STEEL i � 124 31.&C.MvIM YC SGREY�I 160 C,�,G. �rtsu Aun WAILIU WAE,t. SNls1'x" I1 + A1.7ERXATIVE FASTENER FOR Sf�UTT TO BUILDINO: - � f�t�•I�# ItAi�� IfAff.��? PER CI�f�E 10 TEE NUTS ATTACoHM ;TO iw/LR/V 1r/r fMl #1f?x1--1/2 � N ) r,ta li7i� MACoHINE 13OLT 0 12" O.G tq,Fl IV EJOWS V 14f6T7 WIND. Ff KC- REVISIONS XX/XX/XXXX 4UPP012TE-9 by Lzmvura SALLW4 FRAHe xx/xx/xxxx M;M5roTION 15 F.EWIRM FOR ALL &LAZED AREAS. IN ACo RDANGE Y+iMi LAR6E HIS51LE TEST OF A+►5"1'M E Icf-#b AND OF A►aTMI 1586. ; " WNTRAOTO MAY 1.19C HOOD:STRIXTMAL PANELS IN L IM OF THE Apoyp NIENTIoNm YIINv6m. PANELS TO BE PRECUT TO FIT OVER 1NINDO H" ! HAS' DAARE PROVIDED. FASTENED T Be OM16NED TO 1&N V41TH HINVOK JACK POSTS OAR + SILL PLATE. � Gene . IAMLS TO Be MAINTAINED ON:SITE, t; t LAD EL LOCATIONS ON EACM PANEL. _ �.�� �' cr:•,, c:, Not t , 0 R l: iijt,:_., PROJ. NO.: 20241 DATE: 01/14/2024 1 DWG. BY: DM PAGE: 1 of E ©MADCO 2024 *ALL EXTERIOR WINDOWS/DOORS TO BE ANDERSON 400 SERIES OR EQUAL [D3 4" WIND❑W SCHEDULE DOOR SCHEDULE \air T4eu KwF WINDOW # TYPE LOCATION REMARKS DOOR # SIZE TYPE THRESHOLD L❑CATION REMARKS 226 East 2nd Street ""- WOl BB DINING ROOM 2 GANG 1 8' X 4'-0' A METAL ENTRY 2 SIDE LITES New York, NY 10009 W02 CC BUTLER PANTRY 2 8 X 2 2 C N/A ENTRY —�--•- -- ,... W03 CC KITCHEN 3 GANG 3 8' X 2'-2' C N/A ENTRY t I ` ~I W04 GG LAUNDRY 3 GANG 4 8' X 6'-0' F WOOD DINING ROOM POCKET t W05 DD MUDROOM 4 GANG 5 8' X 2'-2' C STONE PWDR ROOM POCKET 625 Park Avenue t �+ 111 i I WO6 AA-TEMPERED LIVING ROOM 4 GANG 6 8' X 3'-0' C N/A ENTRY i i (� ; W117 AA-TEMPERED LIVING ROOM 2 GANG/CUSTOM 7 8' X 2'-6' C N/A BUTLER PANTRY POCKET Mattituck, NY 11956 f t I � W❑8 BB GUEST ROOM 1 8 8' X 2'-6' C N/A BUTLER PANTRY POCKET uc . t € {� wc, i W09 BB GUEST ROOM 1 9 8' X 2'-G' C N/A PANTRY POCKET �� ( i W10 BB GUEST ROOM 1 10 7' X 2'-6' C N/A LAUNDRY 1--� Wil BB GUEST BATH 1 11 7' X 3'-0' B METAL MUDR❑❑M W/ SCREENDOOR I2 9V 1LI� I W12 BB DINING ROOM 3 GANG 12 8' X 6'-0' D METAL LIVING ROOM W/ SCREENDO❑R W13 FF KITCHEN 3 GANG 13 8' X 6'-0' E METAL LIVING ROOM SLIDING i W14 EE GUEST BATH 2 2 GANG 14 8' X 2'-6' C N/A LIVING ROOM ?j'` ..r- y ► _ -3 n f W15 EE GUEST ROOM 2 4 GANG 15 8' X 2'-6' C N/A GUEST ROOM 1 W16 CC GUEST ROOM 2 16 8' X 2'-6' C N/A GUEST ROOM 1 t =�I '' , t Z I l��' tt � tI� W17 BB CORRIDOR 2 GANG 17 8' X 2'-6' C STONE GUEST BATH 1 KEY PLAN AND LEGEND W18 BB GUEST ROOM 3 18 7' X 2'-6' C N/A GUEST ROOM 2 i �' : ;,jG � -�_ j,,j�• W19 BB GUEST ROOM 3 19 7' X 2'-2' C N/A GUEST ROOM 2 RO M N ME W20 BB GUEST ROOM 3 20 7' X 2'-6' C STONE GUEST BATH 2 ..---_�__._.._ __.. _.__.._..._ ...._._. . .,....._.�... ...--...... I' W21 BB GUEST BATH 3 21 7' X 4'-0' C N/A GUEST ROOM 2 SLIDING W22 BB ❑FFICE 22 7' X 2'-6' C N/A GUEST ROOM 3 ��V� t+ W23 BB PRIMARY BDRM 3 GANG 23 7' X 2'-2' C N/A GUEST ROOM 3 POCKET W24 BB PRIMARY BDRM 2 GANG 24 7' X 2'-2' C STONE GUEST BATH 3 POCKET W25 CC PRIMARY BATH 25 7' X 2'-2' C N/A CORRIDOR W26 SKYLIGHT A CORRIDOR 30 X 36 26 7' X 2'-6' C N/A ❑FFICE W27 SKYLIGHT A CORRIDOR 30 X 36 27 7' X 2'-6' C N/A PRIMARY BDRM F W28 SKYLIGHT B KITCHEN 16 X 48 28 7' X 2'-2' C N/A PRIMARY BDRM POCKET i f� W29 SKYLIGHT B KITCHEN 16 X 48 29 7' X 2'-6' C N/A PRIMARY BATH fil kL W30 SKYLIGHT B KITCHEN 16 X 48 30 7' X 4'-0' BILC❑ N/A BASEMENT W31 DD BASEMENT EGRESS 26X46 IN 31 8' X 3'-0" SCREEN PORCH MJPCA3678 MJDH3028 MJDH3020 MJPCA2848 MJPCA4040 MJPCA3032 MJPCA2828 WINDOW TYPE AA > <=> DD:> <=> <=> GG -*- 4'-0" - *- 4'-0" -*- 4-- 3'-0" 4- 4- 3'-0 2'-2" *- 2'-6' 2'-8 6'-0" 6 �` 6'-0" 3'-0, - -,�`- 3'_0' 4- 2'-8' 2'-6" - �' 2'_2" — 7 I I t\ � DOOR TYPE O D C �D O O O REVISIONS XX XX/X)= XX/XXn000X P I u m bi n g ,�oF Riser Sch � PROJ.NO.: 20241 DATE: 01/142024 DWG.BY: DM PAGE: 1 of 0 MADCO 2024 M" PON V LD) 226 East 2nd Street New York, NY 10009 2 625 Park Avenue Mattituck, NY 11956 @ KEY PLAN AND LEGEND ————— A=Ft -- ------- ---- ————— ———— ROCM N ME LAI 01) CD OD 00 C3 CD d@ I 4 --0s 41--0# @ %D @ 15'-0' 15'-0' 15'-0' UP @ R15 co 0 ---- ------- ---- - - LEIUP %D R14 cu REVISIONS xxixxlxxxx XX/XX/XXXX @ @ jl I Ij I Baseme --------- --------- --------- --------- Plan �{�,'x Of S.) A PROJ.NO.: 20241 DATE: 01/14/2024 DWG.BY: DM PAGE: 1 of MADCO 2024 Pm% Am 141 Uo 226 East 2nd Street New York, NY 10009 T2 3 4 1 , 1 625 Park Avenue 60' 8• LMattituck, NY 11956 14'-8' 45'-0' 15'-0' 15'-0' 15'-0' I --- -- - - ------ ------- - -- --- KEY PLAN AND LEGEND SD j SD R❑ M N ME 7'-2 6 ' W wo5 MUD RM wo4 ON LAU RY D I I 10 I W06 168 o RAKE 30 291-5' o <W07 ao 14'-6' 1 i 1 I DW r--I r--I r—� I I 1 I I I I I I IOD I I • I I IKRTCHENIi I 0 LIVI G AREA i i i i � I I i i wo3 01) L-J L-J L-J I 1 I I ' I I ZD I I I 1 � N I ON 13 1 I SCREEN REF sD PORCH I SD -- ---------------------- -Im. r I - . I @ r I 4,-2, - --- I KITCHEN I I PANTRY c - 14 R 8 c 6'-6 ' ' BUTLER woe of SD I a PANTRY ao 1 15 II ©I T 7,-4, � ® D 16 4'-0 4'-0' R 1 c� SD O W08 8'-5' 0 14'-5' I to GUEST '-2' �, 3o IROOM 1 �, -' � 0 !. N I ENTRY ® ! DINING wo1 , G W09 SD A i -0' 00 0 I dLG I 2 I I LL- W10 11 W12 REVISIONS XX/XX/XXXX 1 1 1 1 XX/XX/XXXX 0 I 0% Ground ,1 11 13 11 13 � yn, Partite ° ,r I I I I W Plan PROJ.NO.: 20241 DATE: 01/142024 DWG.BY: DM PAGE 1 of 0 MADCO 2024 VV`I Aa 226 East 2nd Street New York, NY 10009 1 T 3 4 45'-0' 625 Park Avenue Mattituck, NY 11956 15'-0' 15'-0' 15'-0' I KEY PLAN AND LEGEND R❑ MNME I I I I I I I I I I W30 %PEM29 28 - - - W15 TO 0 15'-0' I W13 .n 7'-0' i GUEST sD GUEST / ABOVE \ E ROOM 2 1 ® JBATH 2 I W16 0 (m O-- - - - E3 - - - - -SD - s b PRIMARY o WIC j BATH i 6 6 o o � C I W17 I SKYLIGHT © SKYLIGHT I GHT 1111W1111111 ABOVE ABOVE co 6LL 27'-0' 6 - ' 10' M ZD D ac � oSD © Q ® SD 4,-0, SD 0 I I J �( 5 I GUEST 10FFICE �, i P IMA Y CD 24 R❑❑M 3 G W19 ' B 12'-0' 8'-6' 16'-10' i 20 W 1 0 23 REVISIONS XX/XX/)OCXX I I I I XX/XX/XX X 2FL ■ �,'�P x coed U"i Partitio , V Plan 00 PROJ.NO.: 20241 DATE: 01/142024 DWG.BY: DM PAGE: 1 of 0 MADCO 2024 rw I X LL ) U 226 East 2nd Street New York, NY 10009 T 2 3 4 625 Park Avenue Mattituck, NY 11956 - - -——— —————————————— KEY PLAN AND LEGEND RDEM N ME II II II II --——---————---———— ---————---———— --————-- --————---——— ————————— ——————————————————--- —————————————— ---———————— ——— I i I i � l rI ------------------- jl I I I � jl I I � � —————— —————— —————-- —————— ———————————— -- —————— ——————— REVISIONS XX/XX/XXXX XX/XX/XXXX Roof P. an PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of x @ MADCO 2024 Li AM V1 226 East 2nd Street New York, NY 10009 625 Park Avenue I I I I I I I I Mattituck, NY 11956 ED I I I I I i I I I I I I I I I I I I �-- 1 1 I I � � I I I UPCA4040 JPCA4040 UPCA40401 PCA4D40 PCA4]E4040: I 4.. I I I I 0 n I I I I I I I� I I I I KEY PLAN AND LEGEND N _ N �— R E q O MN M rn I f O O O O O o UPCA284 I I 1 o I FM 90 I I I 1 I I UPCA3678 ILA 3678L3678 UPCA3678 UPCA3678 i I I I I I I 10'-0" 1 SOUTH ELEVATION 2 NORTH ELEVATION A200 3/16"=1'-0" A200 3/16"=1'-0" 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I 4 I I I I i I I I 1 I I I No I I I I l I N I f I I M i I - I PCA303 UPCA303 UPCA303 I N I ► m I I I I I I I I 1 I I I I t I I I i o PCA282!' PCA282 UPCA282 I I f I { q PUA28 UPCA284 'JPCA284 UPCA284 i i I i I I d 4 PCA3678 WUPCA3678 I I I I — REVISIONS XX/XX/XXXX XX/XX/XXXX 3 WEST ELEVATION 4 EAST ELEVATION A200 3/16"=1'-0" A200 3/16"=1'-011 Exterio-r--\\ /t -'\V, C) ?= Elev 1 1) a PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of ©MADCO 2024 6'-6" 7'-0" I I I t� 7-0 11-8 8-0 8-0 8-0 Window Opening I I I 20 4" See Size of Window - - - - - - - - - - - - — � Sill OfWindowNoHigher Than 4, "Above Slab I I �) To Foundation Notes: The contractor is to verify all measurements in the field and any o I ( I - = I o o discrepancies are to be brought to the Engineer prior to zo a, I I q ( ( ( I a, construction. zo GO 30'-0" i 7,-4" 1 -All concrete 3,500 psi after 28 days minimum. I I I i I I I I 8 - - " I all 2-All rebar ASTM A-615 Grade 60. I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r — — — .__I 3-Footings are to be installed on undisturbed virgin soil.The _ _ — I bottoms of all footings are to be installed a minimum of 3'below — — — — — J L -F- I grade unless indicated otherwise. I I earn Pocket 2'x 2' x 12" I I 4-Rebar installed along the top of the foundation walls without - I I eam Pocket I I Footing e/w I I windows are to be installed 10"below the top of the foundation wall. I I I No.5 Rebar I ( Rebar installed along the top of foundation walls with windows are 17"OC ENV I I to be installed 3"below the bottom of the window opening. 7!-7" r ( ( 5-All snap off form ties are to be removed and remaining openings - - - - - i are to be sealed/grouted. i -I { - - - - {— I- I I 6-The foundation contractor shall coordinate with the plumbing and I I ( I ( ( ( I electrical contractors relative to installation of sleeves and other N L_ — — ( I penetrations prior to pouring concrete. C") -A I I \4'x 4' x 12" I I 7- Install isolation joints along foundation walls and at column and 4'x 4' x 12" I I Footing e/w I I other floor penetrations. Footing e/w No.5 Rebar I ( -I No.5 Rebar 13"OC E/W ( I 8-Installed contraction joints in the cellar floor slab every 18' 13"OC E/W I I minimum. I I ( I A 9-Foundation excavation is not to be back filled prior to the I 1 installation of the floor framing. 10-Backfill along foundation walls is to be clean material and is to I I ( I be mechanically compacted in 6"lifts to 95%of maximum dry i I I I I I I I I density. _N u7 I ry I ( I \J1 I ov, I 5'-6"x 5'-6" x 12" Footing e/w 6'x6' x12" No.5 Rebar Footing e/w - - - - II I ov 14"OC E/W I I o No.5 Rebar r--- 7'-4" a 7'-4" I ao 13"OC E/W `? I I r - -I- - -1 r - -7 I I I I I I I I I I I I I I • ' • I $0 Anchor Bolts 25" 2x6 studs 16"OC • I • i I ( OC in 8'End Zones 29 TJI 360111.875 FJ 3" I I I — '�4 L L— J i — — 5 x 5 x 12" I I OC in Interior Zones 16"OC _ — — — — — — J Footing e/w No.5 Rebar I I 5'x5'x12" t 13"OCE/W Footing e/w 3 m No.5 Rebar 16 13"OC E/W I I I r I I I I Gradem\ 15'-0163" I I Bearr Pocket Beam Pock I I (2)No.N 5 OtE 4 bar See 2" I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � HSS5X5X1/2 I I 45'-8" 12" °O 14"X 14"X4" 16 Base Plate N 14" s"O Simpson TITEN Anchor Bolts I m Expan on Joint and 7'-6" 7'-6" 7'-6" 7'-6" Joint Sealer 4,000 PSI Non I x6- 1.4x1.4 WWM 4"Poured Concrete " Shrink Grout I I I Slab a Steel Base Plate 2 Pedestal 2" t=- - 12" . n 'Y Y C co Foundation Plan 3" Scale: 1/4"=1'-0" 3 24" "Compactable Base Material ' `- ° 3" 10 Mil Polyethylene Vapor Retarder See tans 3" (3) No. 5 Rebar 684 No. 5 Rebar VZle oundation Cross Sectionss�See/Plans1-0" YZ"= �- C Isolated Footin Detail SCALE: 1"= 1'-0^ , P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York Scale: 1/1/4" = 1'-0' Condon Engineering, State Education g 625 Park Law,Article 145,Section 7209,for any person unless acting under the direction of a fio Drawn by : JJC k Ave n u e01 Professional Engineer,Architect or Land Surveyor,to alter any item in anyway.Iran item bearing 1755 Sigsbee Road Mattituck, New York the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item hisfier seal and the notation'Altered by'bloomed by his/her Date : 4-13-2024 (631)298-1986 signature and the date or such alterations,and a specific description of the alteration. Framing Notes: HSS 5 X 5 X 2 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the (2)2 x 8 MCQ attention of the Engineer prior to construction. 5"O Simpson TITEN Anchor Bolt (2)2 x 10 MC Ledger Board Wood Framing 2 x 8 MCQ FJ Screwed into oundation Wall 16"OC 3/4"Steel Base Plate 16"OC 1. All lumber is to be No.2 or better Douglas Fir Larch (N)with the following minimum specifications: 2 2 CQ 3 2x8MCC) - - - - - - - - - - - - - - ------ -- ---�--- --- - - ------ - ----- - - - _ - - - - - - ( Fb=825 psi ' - - - 1- - - Fv=95psi m I I i - - - - - - - - - Fc perp=625 psi I Egress Window I E= 1,600,000 psi I 1 LL I Sill No More Than 44" U I l w I 3,-0 U w Above Floor Slab I i o 2. All Parallam(PSL) Lumber is to have the following minimum specifications: 91- 1 2 1 I I I I I I Fb=2,900 psi 3" ( N r Screwed into Foundation Wall 16"OC ( L - -� I Fv=290 psi 1 2 x 8 MUQ FJ _ , I I I Fc perp=750 psi U 16" C (2)2 x 10 MCQ I I ( F-- - - -J E=2,000,000 psi Ledger Board J _ - - - - - - - - - - - - - - - - - - - -- N Screwed int r'- - - - - - - - - - - �- - - - - 3. 3.AIl Microllam(LVL) Lumber is to have the following minimum specifications: 2" -� co Foundation I """�i ' v co ^ ' Wall r - - - - - - - - - - - - - - 35x11.875PSLL s - - - N .� � I Fb=2,600 psi Column Detail �- I 2'x 2' x 12" Fc p Fv psi ' ' I I I I erril=750 psi r I I 1 1 Footing e/w I I E= 1,900,000 psi Scale: 1"=T-0" 1 1 I I I No.5 Rebar I I I I ( I 1 1 17"OC E/W I I 4. All pressure treated lumber is to be MCQ No.2 or better Southern Yellow Pine. 1 (3)2 1 CQ I ( 1_ - � - , f -1 -4- ( I ------ ------ I I ' I I ' I ( I Fb=975 psi 1 r J ( I I �,U�_� I0 psi S Fc Fv-9p=660 psi `-tom Pere= IV1FJ I I I I I ( I E= 1,700,000 psi ' IL_ - - � L - - -JN 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in �- N x accordance with the manufacturer's specifications. 0$ 1 x 1 TJI 360/11.875 FJ2x8MCQ 16"OC I 6. All TJIs are to be installed in accordance with the manufacturer's specfications and shall include 16"OC I I squash blocking and web stiffeners at bearing points on girders and other load bearing areas. 1 I I I 7. All straps, connectors, plates, bolts, nails,etc.are to be galvanized or stainless steel. Designated ' Q U ( d I I 1 I I connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All 1.75 x 11.875 LVL e/w(2)0.5 FP- o I ( connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. .25 x 11.875 PSL I I (3) 1.75 x 11.875 LVL e/w(2)0.5 FP 2 9 N 1 c i (2)2 x 10 MCQ I I I I ---�-- ----- I 8_ All floor sheathing is to be /2 inch AC type plywood,tongue and groove,with an APA span rating (_ 7r5 x 11875 LVL e/ 875_ of 48/24. Floor sheathing shall be glued and screwed to the floor joists(6 O.C. edges and 12 Ledger Board 11.875 LVL (2)0.5 P 7 x 11. - -- -- . I ILion I I O.C. field ). I 1 Screwed int �� ® 1 I Foundation ( I I 1 I I 1 I I I 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d Wall 16"OC ( ( L - C%JC4 - I -N I- - I I common nails 6"O.C.edges and 12"O.C. field. ® ® 1 ( T- 5.25 x 11.875 PSL I 10. Solid blocking is to be installed every 8 max or mid span of all floor joists with spans exceeding 8_ I (3) 1.75 x 11.875 LVL e/w 5.2 x 11.875 PSL I 11. Double joists are to be installed below parallel walls. 12. Blocking is to be installed at all point load bearing points. I I �10x22 I I I I I I 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. I I 17.1 I I (3) 1.75 x 11.875 LVL e/w(2)0.5 FP I I I I I I • I . I I I 14. All bolts nuts and washers are to be hot dipped galvanized. Section Details _ _ _ _ -J I L _ _'_ _ � L _ _'_ _ � Steel Scale 1 1 I I ' ' 1. All steel is to be ASTM Specification A-992-50 N� N 1 x 1 I I 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification I ( x l o f I ( ASTM A123 o_ •- I �' �' I I 3. All bolted connections are to be made with A-325 bolts. I 1 1 I ( 4. Square/rectangular and circular columns are to be ASTM Specification A500. I I i I I I 5. All welded connections are to be done by a certified welder and conform to AWS and AISC I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I standards. I - 6. All weld joints are to use E70XX electrodes. (2)2 x 10 MCQ Ledger Board 7. Steel is to be prime coated. Screwed into Foundation Wall 16"OC r; 8. Y"web stiffeners are to be installed at all point load bearing points and over all column supports. - -)QU (3)2x8MCQ -�-- - - ---�"------- 9. All columns are to be bolted to steel girders with Y2"bolts and to wood girders with Y"lag bolts. GO co N 10. All girder splices are to be made above columns. (2)2 x 8 MCQ /8 0Bolts ----- ---- - e -- ----- (3) 1.75 x 11.875 2.0E LVL " 16" y 1st Floor Framing -�- - -®- - - - - Scale: 1/4"=1'-0" l .cif NEW Y CO CO r � LIJ 2 w 0.5 A36 Steel Flitch Plates 2 ,4 �U �''FESS14� R Flitch Plate Details a Scale 1"=V Scale: 1/4" = 1'-0' Condon Engineering, P.C. Plans are prepared by Condon Ergineering,P.C. tt is a violation of 1he New Yak State Education 625 Park Ave n u e Law,Article 145,section 72M.for any person unless acting under the direction d a licensed Drawn by : JJC Professional Engineer,Archited,or Land saveyor,�alter any rim in any Tray.if an ltern bearing 1755 Sigsbee Road M attitu ck the seal of an Engineer,Architect or Land Surveyor is artered,the altering Engineer,Architect,or Mattituck, New York 11952 New York Land Surveyor shall affix to the item hislher seal and the notation'Altered bf bUved by hWher Date : 4-13-2024 signature and the date of such alterations,and a specific description of the alteration. (631)298-1986 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) Number of Number of _ Joint Description lion Common Nails Box Nails Nail Spacing 2 x 8 H ROOF NAILING Rafter to Top Plate(foe-nailed) 3-8d 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap U W Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie X �° (2)2 e g r B a Blocking to Rafter(Toe nailed) 2-8d 2-10d each end `� Scre ve i into s 16"OC Rim Board to Rafter Nail 2-16d 3-16d each end WALL FRAMING A& ® ail Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Top Plates at Intersections(Face-wiled) 4-16d 5-16d joists-each side Stud to Stud(Face-naled) 2-16d 2-16d 24"o.c- ----- - (2)2 x 8 Header ( )2 x 8 Head r Header to Header(Face-nailed) 16d 16d 16'o.c.along edges 5.25 x 9.5 PSL Hdr 0 tz2A O Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud CD HSS5X5 X2 o Bottom Plate to Fkxx Nco Joist,Band Joist,End joist or Blocking(Face-Haled) 2-16d(1,2) 2-16d(1,2) per foot TJI 560/14 FJ 1 Open Above — FLOOR FRAMING 16"OC Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist �- -� - - DV Q Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 2 W12 x 136 1 N Blocking to Joist(roe-nailed) 2-8d 2-10d each end CM X i S-3� i i � i J Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 1 c� i I I i W Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 1 1 I i I i i I I a_ Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist ILiving oom A Band Joist to Joist(End-nailed) 3-16d 4-16d per joist S-3 1 L_� _� _-J X Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot 75 x 4 L L I ROOF SHEATHING U) -' 1 Kitchen 2 x 12 RR 1 a Cn 1 I Structural Panels(See Notes 4,5 and 6) 16"OC " r ` p ,T SS 5 X 5 X 2 Interior Zone 8d 10d 6'edge/17 field a`, U I " co co X I 1 Perimeter Edge Zone 8d 10d 6'edge/6"field CIO O 1 r�i "' �? 1 Gable End Rake with up to T Rake Overhang 10d 6"edge/6"field X a> io co CM i ~ CEILING SHEATHING (2)2 x 12 Ledger Board X F- ( I PA P & Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field Screwed into Wall Studs 16"OC 1 pq& D WALL SHEATHING 2 1.75 x 14 LVL e/w 1 0. FP ' Structural Panels See Notes 1,2,and 3 8d 10d 6'edge ___(� L�_ _____ __ (2)2 x ea er 8 Header ( ) ge/12'field '%%///// ////////i ;'/%/// ///%//%%////// ///% ---_— —_ ---- _ P 5d coolers 5d coolers T edge/10"field ' 3.5 U) No Floor Framing D Wallboard 2 x 12 RR I Over Sta rS FLOOR SHEATHING 16"OC -) ; Structural Panels U M U 1'or less 8d 10d 6'edge 112-field ' o m (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge. Alternate nailing schedules shall co coLO 1 be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge PA pq to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall P be used to maintain load path. 1 1 (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. - (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 1 a 1 3.5 x 9.5 PSL Header (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. ILL ' X v (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For L p framing members with<0A2<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to fiNo co additional rafters(3 rafters in m Guest Room 1 1 v Co r- total). X LO m For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Dining Room I I 1 1 I I 1 1all .25 x 9.25 PSL A& P �Lx8l1jeap & P P PA&1 1 3.5 9.5 P L He 3 x 9.5 PSL Header Design Loads: t$�1 Roof&Attic-Live Load-20 psf -Dead Load-15 psf el B \(2)2 x 12 Ledger B and Wi rl oW � Screwed into Wall Studs 16"OC 1 st&2nd -Live Load-40 psf W -Dead Load-15 psf tY U tY U o0 00 -Wind Loads-135 mph-ASCE-7 X ° X ° MWFRS-Method 2 CM CMP Post Down ®N Design Criteria- (3)2 x 8 Post From Above& ---G-_ -----o - -----a— ---- - PA& Down "2020 NYS Residential Code R301.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered ® Design and Chapter 3 Prescriptive Design in the 2018 (2)2 x 12 Ledger Board nFloorFraming American Forest and Paper Association Wood Frame Screwed into Wall Studs 16"OC Scale: 1/4"=V-0" Construction Manual(2018 WFCM)for One and Two Family Dwelling Units and ASCE 7. son Model .1/9 Simpson Model HU41 J TJI210 5FJ - - - - - - - 6"OC 4"Plywood Both Sides of Weg W12 x 136-A992 I) END OFFSET=0.5 in. OF N TOP COPE:2 in. x 2.125 in. �,`p J �P` r�P BOTTOM COPE:2 in. x 2.125 in. o� N �oo \W12 x 136 TJI 560/14 FJ 3 8 �" Plans are prepared by Condon Engineering,P.C. h is a violation of the New York State Education 16"OC 1 2 Law,Article M,Section 7209,for any person unless adWV under the drection of a ioensed ti �wo Professior�l Engineer,Arch�tecr,or Land Surveyor,b alter any item in arty way.tf an Rem bearing � the seal of an Engineer,Amhded,or Land Surveyor is altered,the altering Engineer,Arehdect,or Land Surveyor shag at to the item hisftw seat and the notation"Altered by"fogowed by hisR — - — sigrrahrre and the date of such alterations,and a specific desaipfion of the alteration. SSIONP�' - - - - 12 x 22-A992 Section Detail (4)Bolts (2) Bolts /' -t' s"QJ A325-N 151" I 8 QJ A325-N-ST i 13 2 Scale: 1/4" = 1'-0� • A 2 Scale: 1/2"=I-U' $ ( I 2L3.5x3.5x1/4x61N.-A36 Gage=2in. Condon Engineering, P.C. Drawn by : JJC 625 Park Avenue Connection Detail 1755 Sigsbee Road Mattit Scale: 1"= V-0" Mattituck, New York 11952 UCk, New York Date : 4-13-2024 (631)298-1986 3.5 x 11.875 PSL D I1 1 1 1 t 1 3.5 x 11.875 PSLaf 1 I I I I I of I W- U N � X � X � I OP I IN .25 x 9.25 PSL 1 _ N I N (2)2 x 12 Ledger Board N U 1 t BaaV 1 1 1 I N Screwed into Wall Studs 16"OC X I I I N N I N endow 1 N D N � 1 IX XI 1 IN N N v 1 N iv P P x 1nw� N ^ \ —7 (2)2 x 12 Ledger Board C 1 5.25 x 9.5 PS Header CMScrewed into Wall Studs 16"OC (2)2 x 8 Header 2)2 2) x 12 2)2 1 p �N CD t0 O m � 1 1 2 X 1 (2)1.7 x 11.25 LV a 1)0.5"FP U U N O Ouest Bedroom 2 N O A = S-4 XCO X ((O X N N 1 D 1 D D 3.5 x 11.875 PSL - - -- 3.5 x 11.875 PSL tY U _ 1 — — — -- -- — --- — — 1 1 I t t N 1 "2x 2 2x12 U XXX XO N N NN X N, Ej V— SICYL IGFiT N X c0 `— CO AB13VE N N ABOVE CV N `— N T— N 1 2)2x12 D 2)2x1 D EV t 1 t f 5� • i 3.5 11 f 75 PSL Ca F of and Attic Floor s .. - - Guest Bedroom 3 r: N p Offtce N p PrimaryBedroom Section Detail x � xCO R N N v Scale: 1/4"=1'-0" dD p D D D D p -)—P2 x 8 Header ( 2 x 8 Header ( 2 x 8 Header Y3)2 x 8 Header S Trim Edges of Beam Roof Framing Scale: 114"=1'-0" (2) 1.75"X 11.25"LVL /8"0 Bolts 8" 16" PD\ Post Down Roof Section Detail - - - N - - o _ Scale: 1/2"=1'-0" — — — — — — N 3YA 0.5"Flitch Plat coca Flitch Plate Details Scale 1"= 1' Plans are prepared by Condon Engineering,P.C. R is a violation of the New York State Education W Law,Article 145,Section 7209,for any person unless acting under the direction of a icensed C Professional Engineer,Architect,or land Surveyor,to after any ftem in anyway.If an"bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or �U ��•� Land Surveyor shall affix to the item his/her seal and the notation'Aftered by followed by his/her ©F'S SIO\ signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" = 1�-0' Condon Engineering, P.C. 625 Park Avenue Drawn by : JJC 1755 Sigsbee Road Mattituck, New York 11952 Mattituck, New York Date : 4-13-2024 (631) 298-1986 N/O/F � TEST HOLE DA TA BUD GEORGE HoL A (TEST HOLE DUG BY NATHAN CORWIN L.S. ON APRIL 27, 2021) VACANT 300 . 00 EL. 17.0' 0• TOPSOIL & LOAM OL Drainage Calculations N O " E �0 1 85 3 � 0 � (� BROWN SAND SM House-Main Rear Roof 46'-8"x 28'-4"=1,321.9 sf House-Main Front Roof \S 0 J 46'-8"x 13'-4"=6212.2 sf Z Q0 House-Rear Entry Roof J FINE TO SAND SP .� 0 16'x9'=144sf 0 0 O .s House-Side Porch Roof J 15'x 22'-4"=335 sf �s HIGHEST EXPECTED GROUND WATER EL. 5.4' 11.6' House-Front Porch Roof TEST WELL No. USGS 405856072324001 S 125004.1 8'-6"x 30'-8"=260.7 sf O \� EL. 2.3' 14.7' OBSERVED GROUNDWATER WATER IN Garage � FINE TO SAND SP 22'-8"x 24'-8"=55'9.11 sf O C Drainage Pool#1 W 0 0 D E D O tzj House-Main Rear Roof 1,321.9 sf House-Rear Entnt Roof - 144 sf Garage -599.11 sf r CZ Total 2,665.01 sf - \ 2"Rainfall= _ A666 cf/sf New P Rafa 12 0 001 x Drainage Volume Requirement=2,6064.98 x 0.1666=344.03 cf New Crj Drainage Capacity for 8"Diameter Drainage Pool= Interior Diameter 8'-8"=7.33' One b Radius=7.33'/2:=3.66' \> > Story x Volume per Foot=:-r x 3.66 2=42.1 d1ft Gorag Required Depth= 344.03/42.1 = 8.17 ft Use a 10'Deep 813 Drainage Pool ® `� Drainage Pool#2 House-Main Front Roof -622.2 sf House-Side Porch Roof -335 sf House-Front Porch Roof -260 sf Total 1,217.2 sf New b Two Story rai ge Pool# C� Home 2"Rainfall=12=0.'1666 cf/sf b ❑ [� Drainage Volume Requirement= 1,217.2 x 0.1666=202.8 cf Drainage Capacity for 8"Diameter Drainage Pool= Interior Diameter 8'-8"=7.33' Radius=7.33'/2:=3.66' O O Volume per Foot='7r x 3.66 2=42.1 cf/ft Required Depth=202.8/42.1 =4.8 ft O Use a 8'Deep 8'0 Drainage Pool 4 n e Pool#2 x 182'-4 a O Suffolk County Standard Drain Manhole frame T W and slotted cover Pattern No. 1383 or manhole .� 0 500.00' cover Pattern No. 1012A-TYPE C a Notes: (3� manufactured by Cambell Foundry or an J SEp approved equal. 1. Steel reinforcing on leaching sections P welded wire fabric 6"x12" #6x#8. W -�}TEST HOLE SURVEY OF PROPERTY O 117.0 £ 30 " 00 Min. 2 Brick Course 2. 8" thick traffic bearing cover �--sPLrT RAIL FENCE SITUATE \� New Grovel Driveway MATT I T U C K W W S 85� 31 � � W W �� TOWN OF SOUTHOLD17.5 y w .� �� „ ' , IL#5Y POLE W ��- SUFFOLK COUNTY, NEW YORK 8 Traffic Bearing Cover � LIL#5 W IN STREET 9 inished Grade 16.6 W PUBLIC WATER G \� EDGE PAVEMENT W \� �����\ S.0 TAX No. 1000-123-01 -06 6" SDR-35 Drainage Pipe\ W �� Ei lvUE S SCALE 1"=20' �o AR,K AV P APRIL 27 2021 DWELLING DWELLING USES PUBLIC WATER Surveyed By : Precast n USES PUBLIC WATER Nathan Taft Corwin III rainag -a -,- DWELLING Rings r_ r_ USES PUBLIC WATER � z v -�\EOF NE41 Wrap with 6 oz. (min.) DWELLING nonwoven geotextile (filter USES PUBLIC WATER oy fabric) Mirafi 140N or an approved equal 81 Leaching Basin Notes: 4. No trench, pit or other excavation shall be left open or unattended. Excavations to be protected as Plans are prepared by Condon Engineering,P.C. n is a violation of the New York State Education J 684 directed by the Engineer with fences, barricades and other approved methods. Law,Article 145,Section 7209,for any person unless acting under the direction of a kensed Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an item bearing r S SION 1. Leaching Pools shall be Precast Concrete Cement structures as the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Manufactured b Suffolk Precast Inc. ore equivalent. 5. Invert elevations may be adjusted by the Engineer in the field to meet field conditions to avoid Land Surveyor shall affix to the item hisftw seal and the notation'Aftered by'followed by hisftw y q conflict with utilities as ordered by the Engineer. signature and the date of such alterations,and a specft desaiption of the alteration. Elevation View 2. All concrete cement used in the manufacturing of precast structures shall 6. Allow four(4) inches for final adjusting of casting. adequate bearing will be provided using develop a minimum compressive strength of 4,000 p.s.i. in 28 days. concrete block, beck and/or 1:2 mortar mix. Scale: 1/4" - 1'-0' - • Excavate and backfill 3 feet Condon Engineering, P.C. Drywell Deta I 3. All drains a structures shall be laced in acce table leachin soils as 7. The contractor shall provide adequate sheeting and shoring during trenching to insure the safetyaround and below leaching rings9 P P 9 of workmen and the general public exposed to the hazards of falling and sliding matenal in conformance Drawn by : JJC 625� Park Avenue with suitable porous maternal as approved by the Engineer. In the event poor leaching maternal is with the requirements of the Title 29 Code of Federal Regulations, Part 1926, Safety and Health 1755 Sigsbee Road Mattituck, New York approved b the Engineer. encountered, excavation is to be continued to suitable material and Regulations for Construction(OSHA). Mattituck, New York 11952 pp y g backfilled as detailed. Date : 2-27-2024 (631) 298-1986 8. Backftll and compaction shall be in 6"lifts.