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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51500 Date: 12/20/2024 Permission is hereby granted to: Christopher I Edwards PO BOX 167 Fishers Island, NY 06390 To: Construct new single family dwelling as applied for,with SCHD approval. *Separate approvals required for accessory garage. Premises Located at: TBD, Fishers Island, NY 06390 SCTM# 6.-6-1.5 Pursuant to application dated 08/19/2024 and approved by the Building Inspector, To expire on 12/20/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION, FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: CO Single Family Dwelling-New $100.00 Single Family Dwelling-NEW $3,249.00 Total $3,349.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 litip ://www s autholdtewtni , �"A � Date Received APPLICATION FOR BUILDINGRMI IT For Office Use Only PERMIT NO. 567D BuildinglespectDr. AUG 1 9 2024 � Applications and forms must.be,filled out in..the r entiretyrincomplete , applications will not be accepted. Where the Applicant s not the owner,,an B' aDGI°m Owner's Authorization form(Page 2),shall be completed." TOWN .)F SOUTHGI Date:08.09.2024 OWNER(S)OF PROPERTY: Name:Toby and Heather Noyes SCTM#1000-006-6-1 .5 Project Address:FOX Avenue, Fishers Island, Southold NY 06390 Phone#:(443) 286-2294 Email. Mailing Address 15 Crestline Ct, Owings Mils, MD 21117 CONTACT PERSON: Name:Jared Sedam Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 Phone#:2032330131 Email*jared@jaredsedam.com DESIGN PROFESSIONAL INFORMATION: Name:Jared Sedam Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 Phone#:2032330131 Email:jared9iaredsedam.com CONTRACTOR INFORMATION: Name:H P Broom, Housewright Inc_ Mailing Address:162 Ferry Road, PO Box 70, Hadlyme, CT 06439 Phone#:860-526-4369 Email:skip@ hpbroom.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 2,400,000 Will the lot be re-graded? MYes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 PRO MwRTY NFO MA'noN, Existing use ofproperty: I t nItended ues ofproperty:Single family reS Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 non conforming this property? ❑Yes @No IF YES,PROVIDE A COPY. 11 Checic Box After,Readir�;� Cor4- rl m ,, l r x d sn �rrrm t9M. �wrrrTowwra +FITICYIaI '0�k�tVPIFntMa, �tbdlM� aauwMfFer � +� ii �rk8�,+� ��;�r<tpurr , `�af.u�w�rokWaw,�a• .'d"har� ,� r wuw � �N�+ww " �M +:n � 1'i � r �areaai�a;�fta���, mv� an� dl Ni�u 6 �a��'�� M�cm�.iNl t'�dk�"rmdhr li of Application Sccbrnitted By Me' �� Sedarn WAuthorlaed bent Downer Signature of Applicant: 00 Mn: Date: 08.09.2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk } Jared Sedam being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent / Design Professional (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 day of A0,#Vj1 O! N to Notary Public State of Florida Heather Bahl My Commission HH 521366 PROPERTY OWNER AUTHORIZ�ATiON Expires 412812028 (Where the applicant is not the owner) 15 Crestline Ct, Owings Mills, MD 21117 i, �Q"1 Noyes residing at do hereby authorizeJared Sedam to apply on my behalf to the Town of t'ho'ld Building Department for approval as described herein. m Y Own Sign a" Toby I e �" Print Owner's Name ' 112 4 4 Suffolk County Dept.of Labor,Licensing&Consumer Affairs p HOME IMPROVEMENT LICENSE Name HARRY P BROOM Business Name I HP BROOM HOUSEWRIGHT INC This certifies that the bearer is duly licensed License Number H-13061 by the County of suffolk Issued: 11/01/1986 je4,,,fer C4kre,.i,, Expires: 11/01/2025 Commissioner a. DATE(MMIDDIYYYY)u CERTIFICATE OF LIABILITY INSURANCE 08/14/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND 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 policy(ies)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 CONTACT Ann Archer NAME. AssuredPartners Northeast LLC DBAThompson and Peck PHONE (203)389-2156 (475)234-6921I AIC No:. 1412 Whalley Ave. AIfl- earcher@1hompsonandpeck.corn AODRESS: INSURERS)AFFORDING COVE RACE NAIC# New Haven CT 06515 INSURERA: Republic Franklin Insurance Co 12475 INSURED Admiral Insurance Company - 24856 INSURER B: P y H P Broom Housewright Inc INSURER C: Utica Mutual Insurance Co 25976 162 Ferry Road INSURER D: Hartford Fire Insurance Company 19682 P O BOX 70 INSURER E: Hadlyme CT 06439-0070 INSURIaR F COVERAGES CERTIFICATE NUMBER: CL2461789708 REVISION NUMBER: 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 CONTRACT OR 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. .............W W W W_. .. '.;NSR ADDL 51113H P EFF POLICY EXP LTR TYPE OF INSURANCE POLICYNUMBER A�tlMAIk OIMMDP^I"WYY MdifAUD'OFNYYY. , LIMITS /ti COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea ooc;vrrence $ 100,000 MED EXP(Any one person) $ 5,000 A 4559787 06/16/2024 06/16/2025 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO- ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG $ OTHER, $ AUTOMOBILE LIABILITY COMBINED nC SINGLE Lima $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED 4546432 06/16/2024 06/16/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pea. dent', „ ........... ............. $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 B x EXCESS LIAB CLAIMS-MADE BEX0960158009 06/16/2024 06/16/2025 AGGREGATE $ 5,000,000 DEO RETENTION$ $ ........ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILI Y YIN OFFICEETER EXCLUDED? STATUTE ER 500,000 C ANYPROPRIOPRIMB RIPARTNER/EXECUTIVE N NIA 4444698 06/16/2024 06/16/2025 EL,EACH ACCIDENT $ _. (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L..DISEASE-POLICY LIMIT $ NY Disability&Paid Family Leave Act D Coverage DBL5520995 05/10/2024 05/10/2025 Statutory Coverage DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is requlred) Project:Noys Residence,Fox Avenue,Fishers Island,Southold,NY 06390 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Heather and Toby Noyes ACCORDANCE WITH THE POLICY PROVISIONS. 15 Crestline Ct AUTHORIZED REPRESENTATIVE Owings Mills MD 21117 ,r ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD C. r. 2- I r�Nwxe,Pp�P,:.Le =v� .�.� f@ a�Rm.A,PR�pdAnal,x � gQ — E3 � kk YAK MOI Wl@exTnl enlM olvArly!a - APT FiL oral 6]ti6 - _swaae.sssee.atms no,mwxe aea Rx,�wa� KF .trA SIIE eRWDPMEM PLAN PROYYf x LP.e'cl.PPE eEl¢DI Npl¢A1ID GEV!-Pn. PREPARED MR NOYLOG1E a4x-aUT Y iwau FdAOAnd PPO1mE nu IxEd wAs1Ew.RTd T1wATNPr SYSPv-Yam td a iw n-"• IDE 6N pS�rWp�.a xA�Rses - R10F]lCE sEWf. raAPr€ - w 1m a P61N1 H AY 6IO.1L v�tN,WOA NP19E FOX AVENUE _ FIAVENUEHERS ISLAND.NY TA¢Ywx OIIII£T AT xouEE--]6x0(NwJ a TAKK aaET- T9 ooiluusw am r'S°OaeT- _ wa Paces-v.e"oe0 s—�` A�TnllIGNOR sPwensNISOmAxilo RAN imsWraEwo pus ram;m a wmMul. aaDpl eF IEAGda POp1-1]�0 Fie CF•]. _ e..�..�-'�' RY!®l!pxa.NONMC�LOML�IPIR tY.leel. _.-._.-. -'.• 1.Ms SURVEY WAS PIEPAla11 fOR NE PMIFS ANO PURPOSE a FOX I PEdlf9 4P� •�R INYGRw MIEIXL AM DIIEMAd[a TS USE Elva 1ME 2 4( �`' _ : ( '^ RIRM4➢AOEID m BE11A]p 11E F�Fw!YNO 1HE 91RNE1mx E!®S nlE SERE 611ff daAaddT. x PxR�a€d P;$ } 2 IT 6 A MOUTON d-lla:SPATE FWGnON UW Fpi NIY en AN RNIDm N#WE r �'- � ARSpA OXLLS ACdO UNpp 11E OWEOIId aF A 11mI5m � pl'!��. - 1 p6Y aa#!S 6 nes 511RNY YRIU®WIIX nE UNO €' £ �i � %lE�ME�PRaaUt.T 61NE W0 OR Yaf SFIL '� _�. OH li0/ls1 a%�YUP�WY W f �.: p 1f � w CF/AYx CF/1F�La K RFLYRm Ni � A marmeun:pSTANIRs ARE YEAWawD rwall US CpASr Alal u¢o¢U)e'i a w opP oRY wai. j t �`T� �c W°�e ids ffmEnc 9aFfv mpxwuna srnna Tros c=: 1 e.sx¢Is ix TI¢mrx a spmlun,caxx aP wrPax TAx _ a � YPa,pp.SfcNarl aaA eula e,Im xs. - - P 4 6 laFPi a 3.EWu OI It 511E le I1—O ED I IXSnaCE R-06 6 1HE 511E la NOT ICN. 1 A .iSIXq HA]A9O Twd AS d a.'r r SHOMX M fFLA YAP Ha xa10. Bll a 1 xovl wE rap(Nx ii {j Y4 � - ¢xRi01/uxx ---.�Pf�.X _A. IS / (Ya f`s Q 6 L'f I.lNS'RL:C S-az;_E F-.-R-ls--cE GNP c�— Ar rEwmEcmE NaK lWwr aPruE - ePss smE # tanrYcasxa:m SWIM ewwas TFx Fx��+nx WRb1 xilYS — �. -` � ✓9wa5 PaT i�ad Irria.�rw �sy`> � � . r.Y�r#lam aa� fAu we�W aP�tl � sir SEOT,ON NEW _ ppy 3 PUEI[a SIBS E FAwSrwm SEna6Y m ida:PF6,5 W M _ f.E4QfQ a m1tR•r a v,KE mo1#mr 1a¢ PROPOSED SEPTIC SYSTEM wREe NAwwN Pxi , �� - - � m,°,d"su 9 _-_ � D5➢ Rtt "- x sou¢oNR�Amm n aX Fats ua room.nLm amM `4 aux a arld awl x van Imx srxa.wA nw,,a nwPONn xv� Nw m ImmY N/F PN§ mAvwxxr. ate# _.. s O € I ovaawS slaw,.¢la�aa n�nF BPIYNY Mal 1 M6XwecxlEo Lxn wNA E¢6IB fXwniFNtE w AnWON➢ aw¢muTiaL Lwml,o[ars a raaan iWn#wa ! "F..... - xm dmvicl lwaruan/aein vwdr. - a'® uumSMr.ws Ns 1 1 wOP waLE EW s# r x Y.NX1GNx£WALL OE POwpam AS XEOIF➢NPI NxhW N i':! #i#s# ¢.ur1NE YA,p 1 Ao uaarS w5r a I—m mwl Isvaim Wain 9uL¢Y¢t¢a a ME 9LT Fdx m Aw InpSnv onvm a Wxs ew P!iwAoo . aax6 nP SKARn ae ,e o ID Scott A. Russell SUPERVISOR MA1�A�Gr]EI\�/1[]E1 7CI SOLTMOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NLWYORK 1191-11 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT � ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, lest n Proressie:�nat 1, A :ontract0l% Othe") if NAME: � a� Date: Contact lnforrnaliot). '° IE,1a.1 d'I ekph.-Nnmlwa' J A Property Address / Location of Construction Site: S.C.T.M, # 1000 Uish'ict " Se � -.._, ction Block�r"k Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturi.3ance is less than I Acre. Nc,)S.P.D.L.S. P'er rno is Re kjovd't Project does Not Discharge to Waters of the State. No S-P.t)E.S. Pern°►t't is ReG: ired - Area of Disturbance is Greater than 1 Acre&Storm water Runoff Discharges Directly to Waters of the State of New York. ThiE APPL:ICA.NI' MLJST OBTAIN a S.P,I°).E.S. Perr R DIREC—I'LY From N.Y.S. D.E.C. Prior to Issuance of a Building, F'er itrtt. - Area of Disturbance is Greater than I Acre&Storn'l-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. J'HE APPLICANT NIUST OBTAIN' a.S.P DI S.Per•mil lhrou h the Southold Town E'n2ingesing I2 arlment Prior to i sllance of a Buticlirl� Reviewed By: —A44 6 � Date: i ��nRtit�cnnr•��Tnc-.�. 4 n�•r„tW�-7ni� C � e e. ve ass o25 : • �OV 2 � 202 JARED SEDAM URBANISM•ARCHITECTURE •INTERIORS 2917 Valley Forge Street, Sarasota, FL 34231 / Date: 11.25.2024 Re. Noyes Residence Permit Application Record: Fishers Island Parcel ID 6.6.1.5 To Ms Nancy Meyer, In response to comments issued: l. Code Compliance notes added to Cover Sheet. All construction will be compliant with adopted state codes including the 2020 Fire Code of NYS and the 2020 Residential Code of NYS. 2020 Mechanical Code of NYS, 2020 Electrical Code of NYS, 2020 Plumbing Code of NYS. 2. Note Added to Cover Sheet': 2.5" of spray foam @ R7/inch (R17.5) + 3.5" of batt (1113) = R30 fo'r walls. 9" +/- of spray foam @ R7/inch = R63 for the Roof. (since many of the walls of the 2nd floor are in fact the steep sloped portion of the gambrel roof,the R value for much of those 2nd floor walls will be the R60) 3. Four copies of approved site development plan and approval letter included with submission. It was page C1.0 in the previous submission. 4. Architectural Site Plan included. S. Egress window and well added to basement floor plan. See A1.0 Basement plan and Window P on A1.4 Schedules. 6. Note added to A1.0 Basement Plan. Gyp Board will be applied to the underside of the First Floor Joists to protect the first-floor structure. All necessary draftstopping, sealing, fireblocking, lighting and ventilation requirements will be compliant with all currently adopted codes of New York State. 7. The center window of the Dining Room and Master Bedroom bays have been widened to 36". Marvin unit ELDH3660 E. See A1.1 Floor Plan,A2.2 Elevations, and A1.4 Schedules. 8. The SDs noted on plan will be combo smoke/carbon detectors and are located per code. Note'added to floor plans. 9. Pull down stair access at 2nd floor Landing/ Hall. See A1.2 Second Floor Plan. 10. See attached Plumbing Riser Dia ra . P1.0. Thank you. Sincerely, * sFQ n� Jared Sedam Licensed Architect L '� 9 °a5101 �c OP NEW I? COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner PERMIT CONDITIONS Project Name: Noyes Residence Health Services Reference#: R-24-0333 SCTM#: 1000006000600001500 Revision#:0 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan.or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences.Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three(3)years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees(if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage'disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754, or through the ACA Portal at https://aca-prod.accela.com/SUFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631)852-5700 between 8:30a.m.and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses,"requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to. utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings,additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name:Noyes Residence Health Services Reference#:'R-24-0333 SCTM#: 1000006000600001500 Revision#:0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. DOCUMENTS REQUIRED: Four(4) prints of an As-Built plan (See instructions Form WWM-041) "Tap letter"or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer(Form WWM-078) Signed copy of the Operations & Maintenance Contract for the I/A OWTS Completed Application to Register an I/A OWTS (Form WWM-304) Design Professionals Certification of Constructed Works (Form WWM-073)for: I/A OWTS WWM-016 Page 2 of 2. k5,955 0 % , ", --, � I I" ��.,��,�,,,,,..-.��,�,���,��,,',- ,1�, ', _ - !�s.,"��-,:S�� �s �` yam' .. 1 --, I -,;.--- i'`:aa. ri( _ -. -'-_-_ -� tl t L_vim". , :} f.. d' -_.. ..- __-_. _-..__......._.. .. 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Fox Avenue , Fishers Island Southold NY y:. � :a� � 1 �; M_ -- "•r rr r - n 1. t 'J �, ., rJ- - .. _. ti _ .,,pi+ -r ; F -��•- �- 1, - •_,.lS..',✓ '�... .. ., »..,.... _.�.-___.,-,...,I .,. .....,,..,.vrrw.ww,w.ve..n,.w.xrnw.mww_,-o..r..,..,wsw,.<:n.aWr,.w.zwc[ - .w. Map 1000, Section 006, Block 6, Lot 1 .5 = - -.,: v, m- -_ - y '' _: f DeStefdno �. t rA Chamberlain - _� .- I � . - :�. ,� L _�:: _ ,1. - , _., , -. I— _- :- - I � ,� I - , ��t,; � ,.I',.- , __,___�I .- ._..4 ,;1, RES-CHECK ENERGY COMPLIANCE CALCULATIONS __ � 41 . . - ;, - - -,I- -� -': � . - ,L l�� -�� , .I. �I i - I - . � �- ,:, - - - � - -- 4 '?' PROJECT DATA: : , �, , le Structural and Architectural Engineering QM❑� See Design Criteria on Structural Sheets Generaited by REScheck-Web Software 50ThorpeStreet,Falrfleld,C706824-5725 F C1 .0 Site Plan S O 01 G e n e ra I Notes 203 254-7131 www.dcstructural.com o, � Compliance Certificate C1 .1 Sky Plane Diagram S100 Foundation Plan MEP Engineer: S101 First Floor Framing Plan Project Noyes Residence NOTES: SCOPE OF WORK: A1 .0 Basement Plan S102 Second Floor Framing Plan Energy Code: Southold,New 2,5" of spray foam @ R7/inch Al . First Floor Plan S103 Attic Framing Plan Location: Southold,New York (R17,5) + 3.5" of batt (R13) = R30 New Construction of a Four Bedroom and Four-and-a-half Bath Home g Construction Type: Single-family A1 .2 Second Floor Plan S104 Roof Framing Plan Project Type: New Construction for walls. Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 2,9195 ft2 9" +/- of spray foam @ R7/inch - A1 .3 Roof Plan S 105 Garage Structural Plans Interior Design: Glazing Area 17'% R63 for Roof (since many of the A1 .4 Schedules S300 Sections and Details Climate Zone: 4 Q5572 HDD) walls of the 2nd floor are in fact Permit Date: Permit Number: the steep sloped portion of the All Electric false gambrel roof, the R value for C D RIT S301 Sections and Details Is Renewable false much of those 2nd floor walls will HHas Charger false I I as Battery: false be the R60) A2.1 North and West Elevations S302 Sections and Details Has Heat Pump: false All construction will be compliant with adopted state codes including: A2.2 South and East Elevations S900 3d Views Drawing Set Designated for: 2020 Fire Code of NYS A2.3 Garage Elevations Construction Site: Owner/Agent: Designer/Contractor: 2020 Residential Code of NYS 2020 Mechanical Code of NYS Permit Set 8.9.2024 Fishers Avenue Island,Southold County,NY A2.4 Building Sections • 06390 2020 Electrical Code of NYS 2020 Plumbing Code of NYS. A2.5 Building Sections Bid Set 8.9.2024 _ ,. ,, - g • U41 _ . -- � ,-,-- ,,- Compliance: 14.9%Better Than Code Maximum UA: 504� Your UA: 429 Maximum SHGC: 0.40 Your SHGC: 0.36 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. A3.1 Wa I I Sections and Details It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Building FootPrint Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade pp�� A3.2 Wa I I Sections and Details assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. (House & Garage) 2673.05 sq ft A3.3 Wall Sections and Details COVER SHEET Envelope Assemblies Conditioned / Habitable Space A3.4 Exterior Details "` w' 1933.98 s ft 1 r First Floor House q 1061.24 sq ft 1st Floor Ceilings Overt Story'Wmgs:Flat Ceiling or Second Floor House q Scissor Truss 864 6°.° °.° °•024 °•026 21 22 Total 2995.22 sq ft 2nd Floor Ceilings:Flat Ceiling or Scissor Truss 1,030 60.0 0.0 0.024 0.026 25 27 A4. 1 Interior Elevations First Floor Walls:Wood Frame,16"o.c. 2,034 30.0 0.0 0.049 0.060 80 99 Total Under Roof Interior Elevations Date: 11/25/24 Orientation:Unspecified ■ Door:Glass Door(over 50%glazing) Orientation:tation:Unspecified 142 0.260 0.320 37 46 First Floor House, including porches 2321.05 sq ft A4.3 Interior Elevations Window:Vinyl Frame Garage q Scale: as noted SHGC:0.35 250 0.240 0.320 60 80 g 352.00 s ft A4.4 Interior Elevations Orientation:Unspecified 1061.24 5(1 ft Second Floor Gable Walls:Wood Frame,16"D.C. 1,080 30.0 0.0 0.049 0.060 43 53 Second Floor House q Orientation:Unspecified Window 1:Vinyl Frame Total 3734.29 sq ft SHGC:0.35 194 0.240 0.320 47 62 E1 . 1 Basement Electrical _I Orientation:Unspecified Second Floor Gambrel Walls:Wood Frame,16"o.c. 246 60.0 0.0 0.038 0.060 9 15 E 1 .2 First Floor Electrical Plan 2E Orientation:Unspecified Basement Wall:Solid Concrete or Masonry Zoning: R Orientation:Unspecified E 1 .3 Second Floor Electrical Plan Wall height:7.5' 1,695 0.0 10.0 0.063 0.059 107 loo Zone R-80 Non Conforming Lot Required Existing Proposed Depth below grade:6.8' Insulation depth:6.7' Q Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Ef Lot Area 80 000 Sf 70 132 sf NO change ,n calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in ' ' e REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Lot W Idt h 17 5' 4 51.8 5' N O c h a n ePlumbing so m etri c to Lot Depth 250' 175.00 No change ) Name-Title Signature Date Front Yard 55' n/a 55'-011 v Side Yard 20' min n/a 99'-8" Side Yard Re 'd Sum 45' n/a 154'-10" heArchitectretainsallcopyrights,common aw,statutory an of er 7 eserved rights for all drawings,specifications and other documents Rear Yard 75 n/a 75 -0 ' umishedby the Architect for this project. These drawings, 0 0 C14 peciffcations and other documents,when released by the Architect, BuildingCoverage 2 0 /o n/a 1 /o N re for use solely with respect to this project. They are not to be used Height 35'/25' n/at��6M 1/2" .. y the owner,by the contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to 1 his project,without the specific written permission of the Architect. CI 0 0 Drawing Copyright®2024 TEST HOLE DATA OBSERVED BY: RICHARD H. STROUSE, P.E., L.S. ,DISINFECTION DATE: 04/26/2001 20" MANHOLE (TYP 20" MANHOLE (TYP 2e MANHOLE (TYP CYLINDER (OPTIONAL) HAY TEST HOLE a 0"-8" TOPSOIL HARBOR VENQE L,; 8"-30" SANDY SUBSOIL (SP) I 30"-14' SANDY TILL WITH BOULDERS (SP) 1�-Da" V-2' ---1- `---J� A 400 Capital Boulevard,Suite 301 rLLI Rocky Hill,CT 06067 NO WATER ENCOUNTERED 7 t" 24"� 860-257-45571 www.chacompanies.com EXPECTED SEASONAL HIGH GROUNDWATF=R BELOW ELEVATION 12 11" N2MP ITEST HOLE #2 FU,IMAC 80RII 'a -- LNY Certificate of Authorization#0015021 ------- _4 1 r " " I ------ SLOWER r___7 r- 0 -12 TOPSOIL -- i 21� ---� ALARM PLANw A SITE 12"-30" SANDY SUBSOIL (SP) AM - 30"-57" SAND (SP) 5' 5- i--- •, • 1 i 4" 9" 57 -12 SANDY TILL (SW) 4'-4�" 4'-3�" a'-2a - " -L FUJI CLEAN � 12-17 SAND (SP) NEMA 4X 1 1/2" 8 CONTROL PANEL Q 2 NO WATER ENCOUNTERED MAIN PANEL 9 1/2" ®®®® o 0 0 8 r FOB' QQ'Z'p Z EXPECTED SEASONAL HIGH GROUNDWATE=R BELOW ELEVATION 5 ®®®® o o SOIL CLASSIFICATIONS - - o WIRING SCHEMATIC ®®®® _ _ ' to RpE - RIVERHEAD & PLYMOUTH VERY 130ULDERY SOILS 15-35% SLOPES NOT TO SCALE 3"� 1 1/2" 4" ®®®® - = e 1 " D m 12 DISTRIBUTION BOX a 1/A SEPTIC SYSTEM FOR 4 BEDROOM!! FUJI CLEAN CEN-5 NOT TO SCALE ® NOT TO SCALE SITE DEVELOPMENT PLAN t�roT1E PROVIDE END CAP lEVF1M+IG f�ENCES ASREQI�ED SECTION A-A PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. PREPARED FOR LOCATE CLEAN-OUT 2' FROM FOUNDATION WALL. LEACHING POOL PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 5 NOT TO SCALE NOYES (500 GPD CAPACITY - MAXIMUM 4 BEDROOMS) PROVIDE TWO, 6' DEEP, 8' DIAMETER LEACHING POOLS RESIDENCE WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS F�k VEN FOX AVENUE REQUIRED FISHERS ISLAND, NY LOCATION MAP SCALE 1 "=400' INVERT ELEVATIONS- OUTLET AT HOUSE - 26.20 (VIF) N/F SOCIETY TANK INLET - 25.70 TANK OUTLET - 25.50 WF r N BF:N�'?�.E�pr - _ - �-----'- - TANK BUTTON BOX INLET - 23.50 _ �+Srl ��" '' SPACr L _ - --�- - -- c�V cANT LA" � MAP REFERENCE DISTRIBUTION BOX OUTLET - 23.40 PROVIDE DISTRIBUTION BOX (SEE DETAIL) BENCHMARK: CP ROD ( ' _ 1. MINOR SUBDIVISION PLAN MADE FOR SERGE J. DOYEN, JR.; FOX LEACHING POOL INLETS - 22.60 EL=20.69' --�- AVENUE; FISHERS ISLAND, NEW YORK; SCALE: 1"=40'; BY CHANDLER, BOTTOM OF LEACHING POOLS - 17..30 PROVIDE CONCRETE d" PALMER & KING, NORWICH, CONN., APRIL 19, 1983. PROVIDE FUJI CN-5 WASTEWATER WASHOUT PIT TREATMENT SYSTEM (SEE DETAIL) (SEE DETAIL)_ DRAINAGE CALCULATIONS ti 36" ASH N-.4872.33 PROVIDE GRAVEL DRIVEWAYS -�>= NOTES 3e, Y;-`� '" do PARKING AREA AS PROPOSED ROOF AREA \ AVENUE �,�''y_� - - "` fly ' L �_�r - � ,- FOX 3r�..��•, ^ .- 5,, /' REQUIRED (TYP) 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE M^N. -\ \ INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 2,350 SF (HOUSE) �„ 3'" {rr .} PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 4 ASH / I ASH 485 SF (GARAGE) t / -� I,�a ® `` 4 5OX EXPANSION AREA r�r ® i �i ` 12. 1' _- jrN EXCEEDS THE SCOPE OF THE ENGAGEMENT. REQUIRED VOLUME (TYP) 3�. AS; �'' ( l'o I i �. � � !� ff / ro..,o \ ~` Q _ 1 ( I `� 22 " ` 1 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY pF NEW I ' ��-"'� ( 5C APPROXIMATE LIMITS �G y 2,350 SF X 2 IN/12 IN/FT = 392 CF" PROVIDE TWO 8'0 x 6' DEEP `" '-' ✓'� `, �\ �(( `-�_ �h�: �' i -\ f ! '� OF DISTURBANCE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED M.M• P O,p 485 SF X 2 IN/12 IN/FT = 81 CF LEACHING POOLS (TYP, SEE DETAIL) �� i 't � a �" J -� u ; ! f38,800 SF \\ \ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 9�2 - � 1 lft _---5 �_ 24 �, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND DRY WELLS / = L, T- SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 2 2 392 CIF / 28.27 CF/VF = 13.9 VF REQUIRED / /. a,:;ti - �. ► / I <`.�, ` _ �, USE TWO (2) 6-0 X 8' DEEP DRY WELLS "' r �► '�� �'`� 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 099531 81 CIF 28.27 CF VF = 2.9 VF REQUIRED 1Ef /� I / r t / i _._. -----may GEODETIC SURVEY TRIANGULATION STATION PROS FESSION USE ONE (1) 6'Sd X 8' DEEP DRY WELLS r `` �/ �`o, / I 26 t f -' ~�I PROVIDE 6" SDR 35 o-7A ` ROOF DRAIN OUTLET �'•\ 7o;Y ' 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX N 4789.26 I �ry ! / --- ® 0.5X MIN. Q 5 �7 MAP 1000, SECTION 006, BLOCK 6, LOT 1.5. IT IS A vlounaN aF uw FOR ANY PERSON,UNu�s THEY ARE _ rr' ACTING UNDER THE DIRECTION OF A ENGINEER ARCHITECT,LANDSCAPEUARCHITECTT OCENSED R LAND D Doi. I ( j / r�/ - ONAL SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE r c:° " 6. TOTAL AREA = 1.61 f ACRES. STAMP of A LICENSED PROFESSIONAL Is ALTERED,THE ALTEMNG ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND - \ I SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE \ I q PROPOSED \ ` \ NOTATION'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE t I ` 7. SITE IS LOCATED IN ZONING DISTRICT R-80. DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION PROVIDE WATER SERVICE (TYP) \\. �-- ! / V1 / 2 STORY \ OF THE ALTERATON. COORDINATE WITH FI WATER COMPANY �. \ Wes_ / ROPOS i �� i_ RESIDENCEO l ' ---' : 8. THE SITE IS NOT LOCATED IN A FEMA FLOOD HAZARD ZONE AS AS REQUIRED / _ w�LW I w, ��>"� -\ 1 y�pRy `t TOF-30.1 _l.-�'--" �-� \ SHOWN ON FEMA MAP No. 36103C0019H. GARAGE _ - REP" AT D DAT'NAY _ ( / . EA. iA�NI N P^:hr:.E % ~1y I ` \ .- ` _- T, N PROVIDE \ y �/ PROPOSED �4� r 6'0 X 8' DRY WELL J WOVEN WIRE FENCE (MIN. 14 rip l \ ____ _ POOL c 4� FOR ROOF RUNOFF - GAUGE W/ MAX. s MESH �?o e \ \ /' I TYP SEE DETAIL \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SPACING) \ L • _-- \ l( \ ( ) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 10, �`-e,�� ti , SINGLE FAMILY RESIDENCE ONLY MAX. CENTER TO CE 36" MIN. LENGTH /ctir �/ �� - \ �1 f 1 / / / ►VIER FENCE POSTS " d+� o��� �� DRIVEN MIN. 16 \ }�Ta `. • `' '� - - \ !1 1 tip sryy I INTO GROUND �jA \�',• � \mot` �`�` � ...� i � / / , �'�..,�, !� .$, `� /� I 2s -,,� !3 ' �� i / f / DATE 4/4/24 .S*- APPROVEDR-24-0333 l '�`PR- L�,�r=Lr_ - C nn Q� HEIGHT \,�, %,,, \ , \ �✓ 1=--�. - �.-�� FOR MAXIMUM OF BEDROOMS OF FILTER r"� ' \1'•.�_!� � ' - 36 GRADE TO DRAIN (TYP) \\\\/\\/\/\ " Pw�PERTY LINE Is "RiE °�,, / , I� = 1s MIN. CE;, �r rG�°{ I,;�D \� � N/F EXPIRES THREE YEARS FROM DATE OF APPROVAL RCS:_t`ES F,,,pLAY I'.',�Tt ' F ��p 6" MIN. N-SiTE SE['TlC PERSPECTIVE VIEW PROVIDE do MAINTAIN A CONTINUOUS LINE OF SILT FENCE THROUGHOUT CONSTRUCTION PROVIDE 3a" SCH 40 PVC AIR LINE TO BLOWER TYP, SEE DETAIL INSTALL PER MANUFACTURER'S RECOMMENDATIONS WOVEN WIRE FENCE (MIN. 14 ) ( ) Design Professional's Certification Required. No. Submittal/Revision App'd. By Date I PROVIDE FUJIMAC 80RII BLOWER Submit P.E.or R.A. Certification For I 1/2 GAUGE W/ MAX. 6" MESH- IN VENTED ENCLOSURE ON \ STRAW BALE BINDER Z LOAM, SEED & STABILIZE ALL SPACING) WITH FILTER CLOTH � DISTURBED AREAS (TYP) CONCRETE PAD PLASTIC LINING ARE The Installation and Construction of the Sewage Disposal System 1 SCDHS COMMENTS PMP 0312012024 INSTALL PER MANUFACTURER'S NATIVE MATERIAL Use Form WWM-073 36" MIN. FENCE POST- o RECOMMENDATIONS (OPTIONAL) UNDISTURBED `�' FLOW, GROUND PROVIDE SYSTEM CONTROLS & ALARM MOUNTED TO BUILDING EXTERIOR SECTION B-B PROVIDE WEATHER PROOF ENCLOSURES WOOD OR NOT TO SCALE �\� Z AS REQUIRED (TYP) COMPACTED SOIL-� \j\ METAL STAKES (ALL COMPONENTS TO BE HARD WIRED) (2 PER BALE) EMBED FILTER CLOTH \\��\\�\\�\\/ o A MIN. OF 6" IN GROUND \ - - -- 10' MIN. )• B SECTION VIEW (� CONSTRUCTION SPECIFICATIONS RPROPOSED ESIDENCE ROOF LEADER VARIES 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH ILEGEND WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 6' PVC WYE `N OR HARDWOOD. OVERFLOW _ __ __ PROPERTY LINE PROPOSED .-- .-- ABUTTERS LINE -- SEPTIC SYSTEM 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH !�J TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 6' PVC cur MIN. 6" SOIL COVER PLASTIC STRAW BALE EDGE OF GRAVEL ------------------- T'0 LENGTH -- -- WOVEN WIRE, 6" MAXIMUM MESH OPENING. OVER DRYWELL LINING PLAN (TYP) EXISTING CONTOUR - 20 - CONCRETE COVER NOT TO SCALE PROPOSED CONTOUR 2�- 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY nLTER FABRIC STONE WALL SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH CONCRETE WASHOUT PIT TREE LINE Designed By: Drawn By: Checked By: SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED so•BND NOTES: NOW OR FORMERLY NIF PMP PMP 0 0 o EQUIVALENT. m o 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL BOUNDARY POINT O Issue Date: Project No: Scale: 6" SDR 35 PVC O o O o CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING MERESTONE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SLOPE AS REQUIRED o @ o ® o PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, WATER VALVE 03/04/2024 086093 1"= 30' EQUIVALENT. p p p p m 50 GALLONS PUMP, PLUS MIN. 1 FREEBOARD). 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SCREENED GRAVEL o 1" STONE OR � � � � 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM Drawing No.: REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 1' e' T' 75% OF ITS CAPACITY. 30 15 0 30 STORMWATER DRYWELL DETAIL 1D' 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT SHEET 1 SILT FENCE NOT TO SCALE OF WASH WATER. GRAPHIC SCALE IN FEET i FOX AVENUE Rev# Date Description BUFFER BUFFER .......... Noyes , , - - - - - - - - - - - - - - - - - - - - - - - - - - - Residence, 1 Fox Avenue " 1 1 Fishers Island, Southold, NY Architect: Jared Sedam CO1 Urbanism /Architecture/ Interiors c� PROPOSED GRAVEL DRIVE �'w t Sarasota, FL .00lo `\ N AND PARKING AREA 1 -A03 1 ♦ 1 \ ` _ _ _ ♦ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t email: fared@jaredsedam.com ♦ - ,t 1 ph: 203.233.0131 ♦ 1 t Seal: ` ♦ \ , PRO DRIVE AND POSED GRAVEL tt I �S,�RPNIE�Cti�T \ ♦ �� PARKING AREA PROPOSED 1 1/2 STORY ` GAMBREL RESIDENCE ♦ BEDROOM/41/2 BATH SETB AC K t t = 1 - - - - _ _ 1 [.e__.:- - - - - -till, - - - - - - - - - - - - -1 1 ; 1 CF NEWS ` _ PROPOSED POOL 1 1 h� '�(� ♦ �0;1 SEPARATE PERMIT 1 \ 'AiC ♦\ • Structural Engineer: do ♦♦ \ 1 \ \ Cl) t 9�- ♦ \ �� t DeStefano $. \ ,moo >0 Chamberlain \ \ t `` ♦ \ 1 Structural and Architectural Engineering 0 ❑� ♦ ` 50 Thorpe Street,Fairfield,CT 06824-5725 t 203 254-7131 www.dcstructural.com ♦ ` \ — ; \ ♦ - - - - -- - ` — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - MEP Engineer: \ 1 Site Plan A0.1 SCALE: 1" = 20' Interior Design: — F Zoning: Zone R-80 Non Conforming Lot Required Existing Proposed Building Footprint (House & Garage) 2673.05 sq ft Lot Area 80,000 sf 70,132 sf No change Lot Width 175' 451.85' No change Drawing Set Designated for: Conditioned / Habitable Space Lot Depth 250' 175.00 No change HAY First Floor House 1933.98 sq ft Front Yard 55' n/a 55'-0" HARBOR �NUE Permit Set 8.9.2024 1061.24 sq ft Side Yard 20' min n/a 99'-8" Second Floor House Side Yard Re 'd Sum 45' n/a 154'-10" Bid Set 8.9.2024 Total 2995.22 sq ft Rear Yard 75' n/a 75'-0" Building Coverage 20% n/a 3.81% Total Under Roof Height 35'/25' n/a 26'-2 1/2" First Floor House, including porches 2321.05 sq ft SITE Garage 352.00 sq ft Second Floor House 1061.24 sq ft o �zARCHITECTURAL Total 3734.29 sq ft P,� °P SITE PLAN gP D Date: 11/25/24 Scale: as noted 0 AVEN LOCATION MAP SCALE 1 "=400' 2 a AO . 1 E Mn'c m D E m a� rn a� c`o he Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used r y the Owner,by the Contractor,by material or equipment suppliers, o, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U Rev# Date Description Noyes N Residence Fox Avenue Q a N Q M C54'`r a"' Fishers Island, Southold, NY 75'-0" 19-01, 13'- " 20-0" 13'-0" 10'-0" Architect: Jared S e d a m 3/8" 3/8" 3/8' Building 1'-5" 5'-10 �'-10 5'-10 Line Urbanism /Architecture/ Interiors — — — — — — — � — — — — — — — Window well side panels must extend 4 inches above grade level. Sarasota, FL •o °; ?y, :- .'R : :>' ?,.':, o Grade must be sloped away from direl,Downspouts must cted awayl so be from the well. r. Window „4';.,.;':;; -) Egress � J. -; r Step Footing D, ./, / / v;' I Dimension t� Window rrir'„ :! ly , ''`:-. email: fared@jaredsedam.com Measure from e,,.�;y,', ,,� •� top of window sill ;>`;: ph: 203.233.0131 Well—J to grade level :;'.:FFc;,,.,.c•,! System Seal: Use 3/4"clean RE A� ,. "pl`` o r — — — — — — — — — — — — — — -I o *3-112" - !c free draining D C ;tM I I T. " .. rock orA6stone �� QP,NIE�S,yjlC� :•.P: a 44"Maximum clss,:+•',:�' at least 12"in ilCo SCa eWEL Window We I from floor to window r a,,y_',-»' width around all J 2 8' L — — — — — — — — — — — — sill to meet egress Q- r — — — — — — — — — — — — P ;i r sides of the well. code requirements Ti, >.X Fill to depth of ' t D ° 3 foundation A� r� n.. 4,. footing. I p I g. o: �: o •R . 8'-6 3/8"Total Rise o :°' :?. o•• . I 14 Risers @ 7 5/16" - *Wells can be installed lower L_ 'vy�' ••� 1" - � "L3,-il;; 'µ"'wr' 3:4W",..n`�.� - "w•I e; I-- I 9"Treads+1"Nosing '+. .• • M 3'-3" to help meet grade conditions � I than the recommended 3 1/2" M I D. I I I c e e �iW'-i'`��Yr •.'f".,•rY- ,,.1_,. 'btA�' _ 1 into 00 3112� 3'-,/2 3'/ I P M CV CoE� perime ter idra n if available S �: I� Egress Window "'•� I Marvin ELCA2947 E .w,,`a +,;:' �.� N •(O I I A I A A A 1 2 Size-Sca eWEL 7'2^ I I , L , I Al"0 SCALE: 1' = 1'-0" Structural Engineer: r - - — — — — — — — — — — — — — — — — °° I p. r— J I I— ----- N — — — — — — — — — — — — — — — — — — — — L J------ L — J DeStefano 8. I 6 I I '° • I I I o Chamberlain FULL HEIGHT BASEMENTCl) v I I 002 Structural and Architectural I CO E tectural Engineering 0 ❑� M � 0> o. I 1 hr Rated 5/8"Gyp Board will be applied I I 50 Thorpe Street,Fairfield,CT 06824-5725zo F I to the underside of the First Floor Joists o I 203 254-7131 wwwAcstructural.com B. f Mechanical Space protect the first floor structure. r- -� r- I ® I . . .—: • Bilco PermEntry — —. •—• —' — —. >.•— — —•v MEP Engineer: neer: Bolt-on Precast I ® J Bulkhead w/Door L — J L F Size E I v I I I •: c 23 -----I- I I o: I - - -- - -- ?3 I ; . I : • I )0 . t_ — — — — — — — — — — — — — — — — — — — — -- I I Interior Design: I L Step Footing • _ _ — — — — — L — — — J L — — — — _ — I Drawing Set Designated for: r .P ` . . I ° - - � -, � � I Permit Set8.9.2024 Bid Set 8.9.2024 I Stem Wall Stem Wall BASEMENT FLOOR - - - - - - - - - - - - - - - - - PLAN 191-0" 2'-23/4" 2'-6" 4'=0" 2'-6" 2'-23/4" 191-1" 2'-23/4' 2'-6" 4'-0" 2'-6" 2'-2314" 1 '-0" 75'-0" Date: 11/25/24 M M � N M M s M M Scale: as noted Q Q Q� Q� 0 O .0 1 Basement Plan A1.0 SCALE: 1/4" = 1'-0" U d Q A1 . 0 >_ N .0 f0 E co v m rn `m rhe Architect retains all copyrights,common law,statutory and other served rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opeclfications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 V 13'I 4" i 76-0. 4 Rev# Date Description 71 19 oll 13'-0" 2 -0. 13'-0" 4'-8" 11-4 5._1011" 3'-0' 3'-10" 3'-4" 101 !1 3"1 51-10" 3'-10" 5'-71/4' 4`43 " 8114-1 "----- 2'-2 9 U, 6'.41/2"- -0 1 .2114' Noyes 1 21/4 L ---- jCovere,I Porch - '----- -- -_- � Residence, Fox Avenue Fishers Island, Southold, NY 10'-0 5/8"Total Rise 17 Risers @ 7 3�32 9 " IL QY 10"Trl7osini :3 "0 PWDRRM Architect: Jared Sedam �$ 1 rl 0-31 6 Urbanism /Architecture Interiors 1=E3C3=C3__ REM EZ3=E= wood flofflSarasota, FL 51-1 0��18' 51 !qcy�i n_g- -—— -———————————————————— 17-6112" 6 -103/8" 5'-103/8" 3-4- 2'-6" 7'-6" ce) H ENTRY FOYER 101 00 j/ QJ1 wood floor 00 PA 9 MUDROOM LAUNDRY 9 117" 7 0_/ LO 30.50 LO email: jared@jaredsedam.com STUDY F1172 CT) ---------Covered Porch F1-0-41 ph: 203.233.0131 the floor 2'-3112" 011 wood floor Z-0 2'-0" 3'-2- A down HALI.: outdoor Seal: 8!.2/8" O L? Fl-072 3,_1/2" '-6- 1/2' shower 6 3'-0" 3 9'-6 eliminated Bilco PermEntry wood floor Bolt-on Precast I '>' dbl 1 6 �elf and F Bulkhead w/Door— refir. colategs ll. It— ;IJ (E k Size E ovens k J----- -------- 11 !ill/ 5\W 3'-1 dressing ---------- mcrwv table 18'-61/2* LO 3_91/2' C1) PANTRY 04 2'-0' 4'-0' 7'-6112, BUTLER'S PAN HALL ASTER C MASTER BATH 6 0 F10-81 I �g: 105 2 9_0_7� Owood floor ^E wood floorO wood floorl I the floor 0 LO 3-6" X-6- 4'-11112" Cl) OF N W Z KiTcHEN 10 11 wooWoor 118 H 6'-3114" S itt q114" _J 6 FAMILY ROOM -91/2" Structural Engineer: 51079 wood floor -E ca 2 paper towel CL I l'-7"2*L 6-41/2" 6'-21/2' niche 12'-6112" DeStefano & OUTDOOR SHOWER 7-41—T—————- N. Chamberlain 1? 9 MASTER SUITE DINING ROC M Fiff-61 F1 170 9 47, 1/2' wood floor 6-31/2" 6'-6" 6-3 w wood floor 3'-4" Cl) in Ventless 50 Thorpe Street,FaIrl'leld.CT 06824-5725 Gas ...... 203 254-7131 www.dcstructural.com E, W Firebox 0.4 7 MEP Engineer: ---------- IN ------Covered Porch 2 Cl) C14 L ----------------------- E J E E Interior Design: _�E CN J 18'-7112' Cou and 5'. eaual SMOKE DETECTORS LOCATED IN PLAN ARE TO BE -equal - equal COMBINATION SMOKE AND CO DETECTORS AND INSTALLED PER THE 2020 RESIDENTIAL CODE OF NYS. L 6'-21/2' - 1/2"- 1/2" 3�. /4* 1 1 . 41-8" -3�' V-3"L 2'.6- 2'-0' VI .1'-3- �'-2314" L - ! 1� �r L 1-31 -3" 7-2�14" 4'-9 5'-2314- 8`111/2 -23/4" 3'-4 12�4' 11 3'�' 7-2 .1'-3" 2'-0" .Zr2 4'-0. 2"1 2'-23/4' 191-1" L 21-2314' 101-01, Drawing Set Designated for: -6" 4'-Ot' Ir 2'-23/4 19W 11 2'23/4" It -T Permit Set 8.9.2024 _77 1� -J! 36'-0" Bid Set 8.9.2024 11.0 J L__J Pool FIRST FLOOR PLAN ]L Date: 11 /25/24 II — L _-L -------- I --i L 11, Cale: as noted -__ I - _ -�1 _ - �� - C _ iai F----I _J First Floor Plan SCALE: 1/4" V-011 Al . 1 E T) E M "113 a) M he Architect retains all copyrights,common low,statutory and other served rights for all drawings,specifications and other documents mlshed by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. 1C.1) I T O�ft c T��i n4g 0-7- L __81 LIZ 0 65'-0" Rev# Date Description 5V2• 18'-61M" 3'-5iM• 9'-6U2" 20,-0" 9'-61/2" 3'-51/2' 5112" 18'-6112" 3'-51n" 4'-4" 5'-21M" 5'-2" 4'-10" 4'-10" 5'-2" 5-2112' 4'-4" 3'-5tn• -- -- -------- -------- -- -- I Z- 314• L1'-10112" 3'3" 1'-10tn Z_ 3/4• I O e S I I I n I Residence Fox Avenue ` I Fishers Island, Southold, NY I � I F i o 7�) 4 M Architect: Jared Sedam I I Urbanism /Architecture/ Interiors n. I M _J J , N •, 7 I ------- 7'-33r4^ N 1�.9v4" o (D BAT #3 o r �---- -- 1 �--�T-T_I- r---[-i -_--i ---T--� -�- --i-T---r-I- --;- --iT_�--Ti--r__i____j_ � open to 2 N T r�---� r 1�T��T-- T T T_F�T Tom-r T- N BATH#1 a -�TT--=,--rl-T--�-T -T--T-i--T-- ;-L-- -T r T below tie oo _ _ T _r T� i-1 TT CLOSET�o �, , - -1 -- �-F T 1 T �`T T - T r�-T-�, 212 --T-i T J T- T - I- T- 1TT7T _ T�-l�-r- r ,�_ 213 � the fl w -�i -SI�� -T--j-= �-T- � r- -i �_ � ' ® to 3.4.E 3'-0" 6�}vz V-1" 12'-6v2^ T - r )�T - _T r- T-TTT T[ T:.TT.T T _ 7 .T_-_I _ ------ $" 1,_ email: tared@taredsedam.com 0 �__. IT—]- _ LANDING _ ilk SIT__------'-T �I�7- wood 201 _ T .233.0131 TT L - T - —, i-,--L £ Ph. T I T 7 T- T _7 ,- r T T -r wood floor ------ --- °° r � ��, T r i I r 1 2oa 203 n T 1TT Seal: _ T _T T T l-T"T T-- -!T 1 - _ l l r---r-rr� T� - T_� - -- " vz^ " = CL 03ET N -1 L, T-T�r t -T -T-Ti ' LT r REp q/� r_T- T -- `D T - - _�? _ _ 7 - T - 1 it-- l7 f ���I� �T �T _, T T _ T 11 T- 6-1 4'-11 T:, 1 T - so - - - _ -T r r 5�� Cy/ - T r�T? T - T r f l r-rT1 TTT 211 r11- TTT1 - - i--T T ,I T vz BEDROOM#3 - - - _ .- �LtT r _ _ s T- NI T L i I -1 T—TT�-'i LJ r T- T r ! 7 [ - A E T T � 1 �= T -'-' -' T-'r - , i -, T _�T- -' - -�- 1-] 2 9 204 1r� 1T T-�rl T- QQ' TI - - - T — 2'"9" 2'-9" 1'-11' r----------, I I TTI --[— T `� �r _ _ �I - 1 --T Z r - r - T-T I T T T- 1 T-T_ T�� 1 T 7T r T I I to wood floor TT-T�TT __ 1 i-7-T_ p r - -1-7T r �-� T- -_'TIC BEDROOM#1 _o N . 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L'Z � DeStefano 8. _ D OM 1 i_ i 1_I-� _� 0 _.1 i_ ----------- - L-1-1---L-1 -. - _�� L 1_ ___,1 L wood floor i -� -- T- - �� 3 Co -- -1__1.1___1_ �---_1--_L_-. i 1 _1 _I ..I-_ !_- ._.I L T -- M L _I 1 11L ---I -1--I -- , r - - - - - - j� � T _r_ _ 1_1 J _ --!- i._l -I_�l_-- io --1--J1_ 1-1 - _i C 1 _ t J_ I II T I , i-- - I_�r-�_T�--- - �-�L__j- 1 i��LJ==-�-_--�1� =i _}_�_ I L � -- ��I�,--��---�-I-�.z_��_1_. ° -' �1�--�----i---� �._�JL_i N Chamberlain --' i__.1�L L --1 1 J _ __ 1_L N -! 1-_J- -L -1J' 1 -l.__.11. - I._.L_ -L-i--- 1 -L-i 1 I i 1 -- ,- _ -- 1 �_. I1_ i -J L1�--i L- ----L1- ! I - -1 L_LL.'_ --! --I-- '_1_. JAI_. L_l_ _Lr- �_ 1-L_�._L 1--�- -I_. l_-L1 J 1 I JLLT�1 - L1T I I t T 1 1 , L y ;.__ 1'-3 12'-9 1'-6" c I -1 1 � " " ,n L 1 1 —�_11-��� 1_- —L.l 1 _ 1_ L_ 1. 1__1 L—:Lam;__. 1_ _ 11 L 11J-L1-8 3 I -3 b i 4 11 � 1�-I j -J 1J J--L T fV - - — -- _. t a yr va I 1. M co Structural and Architectural Engineering ❑� t0 L-_ 1_ _1�.--1-- j-LL-1---L I N I __ _�-�_LJ L �L _ ' J _1__I_ _ I 1-_1 T _L_1_ _�_1_L_L_ 50 Thorpe Street,Fairfield,CT 06824-5725 _ r y _ _ , - _-- -- L . . -. _-_-.- -7131 www.dcstructural.com 0 L .203254 , L__l_ 1__1 y T L_1 1 -L_,-1_1__1_��_ _1.1 _�__ _ 1L -- -'-- - - — '-- -1. T-+ -I Lr r ' _`. ,-�i_ 1 ,-1T� �t 1 j I 1 i I L I -1--J MEP Engineer: -- 1 Z -- -1- J-1 - '- j-I -i- L� _�i r� T� 1-�i -I J L-. l I---- TJ- T - -. _ T 11- -J--' I-I- ! 1 cn r) -I-11 I .-i - I -11- --�- 1 A-1 1--1 _1 -I --' --1--1. '-I -A - -1-- -1- _L__1 1-1-1 =.�. -1-' -= -- -ILL--i-J- --L_J_L J-J -J--1. 1 -J �_1_1-LL_� L_1_-1 1-1 1 -1 1--1�1�J- 1 I I i i _ I ! I I I I ._'__-'- -J---'--� -1---------'--�` - - -- -•-- -- ----I- - -. 1 .I J I_ Interior Design: 5112" 18'-stn• 5vr LOIN 4'-6t�" 5'-0" 7'-31f2" 2'-sty" z'-8t�2" 7'-31f2" 5'-0" 4'-sty" SMOKE DETECTORS LOCATED IN PLAN ARE TO BE 5tre" 18'-61/2" 51/2. '-o" 9'-6t"2" 20'-0" 9'-6t1Z" COMBINATION SMOKE AND CO DETECTORS AND INSTALLED PER THE 2020 RESIDENTIAL CODE OF NYS. I Drawing Set Designated for: I Permit Set 8.9.2024 I I Bid Set 8.9.2024 SECOND FLOOR PLAN Date: 11/25/24 Scale: as noted U 1 Second Floor Plan _ � A1 . 2 A1.2 SCALE: 1/4" - 1' 0" Q E „ m e Architect retains a copyrights,common law,statutory an of er eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, o, r by any other person or entity on other projects or for additions to tm his project,without the specific written permission of the Architect. a 0 U M M M M I I I j Rev# Date Description 4" 12'-0" 1'-0" 20'-0" 1'-0" 12'-0" 4" 19'-0" Membrane Membrane 10'-01, Noves �2% 2 6- Residence Z__ �s t Fox Avenue 8.23° Fishers Island, Southold, NY Architect:- - - _ - _� .-, - 1 -T - are Se dam ,— -k--r-r-�----r--� ,—s Urbanism/Architecture/ Interiors 11" -� 18'-0" _ r = - 2 _ T o Sarasota, FL �A: �- — I s email: jared@jaredsedam.com --�kt -- ph: 203.233.0131 I M 4 Seal: � � I 0 UAR Q pp,N1E�cc Sy�Tt�` o S 4. N � I I (D M g cfl I F N� 0M_m II - I IStructural Engineer: 4 I ca 1 23 -- -- ------- 2 .- DeStefano 8. Chamberlain I I I I i l l l l f N {� Structural and Architectural Engineering 50 Thorpe Street,Falrfleld,CT 06824-5725 F . I I 1 203 254-7t31 www.dcstructuraLcom ❑, „ c 1 I M MEP Engineer: � � g a� I � I IInterior Design: 1 -0" 20' 11w03 L — 1'-0" 19'-0" 10'-01, 1'-0" Drawing Set Designated for: I 4" 46'- " 4" Permit Set 8.9.2024 Bid Set 8.9.2024 Q� Q N Q M S Q� ROOF PLAN Date: 8/9/24 Scale: as noted In 0 m 1 Roof Plan t5 A1.3 SCALE: 1/4" = 1'-0" 2 Q A1 , 3 Ef C f0 d D E cc `m e Architect retains a copyrights,common aw,statutory an other eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, o pecifications and other documents,when released by the Architect, N 3re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to is project,without the specific written permission of the Architect. 0 0 U FINISH SCHEDULE DOOR AND FRAME SCHEDULE Room 143or Walls +Gelling Cabinetry Counters Backsplash Feature Size HARDWARE ID Room Rough Op'g Manf Model# Type Type Mat'I Glazing NOTES Entry Stoop bluestone.or similar sldhng woad t&g,painted Width Height Set Keyside Room 1 Entry Foyer 3'-0" T-0" 5'-10 1/2"x 8'-6 1/2" Brosco or Sim A exterior swing wood impact/dbl pane/low a w/sidelights and transom Foyer wtxd-oak woad panelling wood t&g,painted 3 Family Room 5'-0" T-2" 5'-0"x T-2 1/2" Marvin ELIFD5070 XX C exterior french,pair fiberglass impact/dbl pane/low e Stairs woad-oak wood panellirig gyp brd, painted wood balustrade rail 4 Family Room 5'-0" T-2" 5'-0"x T-2 1/2" Marvin ELIFD5070 XX C exterior french,pair fiberglass impact/dbl pane/low e 5 Dining Room 2'-85/16" T-2" 2'-9 5/16"x T-2 1/2" Marvin ELIFD2870 X R D exterior french fiberglass impact/dbl pane/low e Powder Vestl bule woad-oak gyp brd, pal nted gyp brd, painted 6 Kitchen 5'-0" T-2" 5'-0"x 7'-2 1/2" Marvin ELIFD5070 XX C exterior french,pair fiberglass impact/dbl pane/low e Powder Room woad-oak gyp brd, wal 1paper gyp brd, painted woad, painted stone stone 4" 7 Mudroom/Laundry 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Brosco or Sim B exterior swing wood impact/dbl pane/low e Family Roam wlxd-oak gyp brd, painted gyp brd, painted Mood Mantle w/Woad Panelling 11 1 Garage 8'-0" 7-0" Clopay Garage steel 101 Entry Foyer 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Cased Op'g wood,ptd Rev# Date Description Dining Room wood-oak gyp brd, wal Ipa per gyp brd, painted 102 Powder Room 2'-6" T-0" 2'-8 1/2"x 7'-2 1/2" Brosco or Sim 4 panel E interior swing wood,ptd n/a Butler's Pantry wood-oak wood panelling gyp brd, palm wood, painted stone mirror 103 Closet 2'4" T-0" 2'-6 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior swing wood,ptd n/a 104 Study 2'4" T-0" 2'-10 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior pocket wood,ptd n/a Mudroom /Laundry tile- porcelain gyp brd, painted gyp brd, painted woad, painted stone{Quartz bead board, painted 106 Basement Stair 2'-4" 6'-6" 2'-6 1/2"x 7'-2 1/2" Brosco or Sim 4 panel E interior swing wood,ptd n/a Kitchen wood-oak gyp brd, painted gyp brd, painted woad, painted stone 3/4" story slab 108 Family Room 5'-0" T-0" 5'-2 1/2"x 7'-2 1/2" Cased Op'g wood,ptd 109 Family Room 3'-0" T-0" X-2 1/2"x T-2 1/2" Cased Op'g --- wood,ptd --- -- --- --- Side Entry Parch composite, gray Sidi woad t&g,stained 110 Master Suite 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior swing wood,ptd n/a Noyes Screen Porch composite, gray slding wood t$g,stained 111 Master Closet 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Cased Op'g wood,ptd n/a 112 Master Closet 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Cased Op'g --- wood,ptd --- -- --- Study wtx d-oak gyp brd, painted gyp brd, painted woad, painted n/a none 113 Master Bath 2'-6" T-0" 2'-8 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior swing wood,ptd n/a Residence Master Vestibule wood-oak gyp brd, painted gyp brd, painted 114 Master Bath 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior pocket wood,ptd n/a Master Bedroom wood oak gyp brd, painted gyp brd, painted - Fox Avenue 116 Butler's Pantry 2'-8" T-0" 2'-10 1/2"x T-2 1/2" Brosco or Sim 4 panel E interior pocket wood,ptd n/a Fishers Island Southold NY Master Closet wood-soak gyp brd, painted gyp brd, painted woad, palntt�d n/a Master Bath tile.- porcelain gyp brd, wallpaper ,gyp brd, painted wood, painted stone Stone+4" 118 Dining Room T-0" T-2 1/2"x 7'-2 1/2" Cased Op'g wood,ptd Master Bath Shower the- porcelain tile- porcelain gyp brd,,painted 119 Dining Room 6-0" T-0" 6'-2 1/2"x 7'-2 1/2" Architect:Cased Op'g --- wood,ptd -_ _-- _. --_ Jared Sedam 200 Landing Hall 6'-8" 4'-2 1/2"x 6-10 1/2" Brosco or Sim 4 panel F(2) interior swing,pair wood,ptd n/a Urbanism /Architecture/ Interiors Master Outdoor Sher stone tbd n/a 201 Bedroom#1 2'-8" 6-8" 2'-10 1/2"x 6'-10 112" Brosco or Sim 4 panel F interior swing wood,ptd n/a Sarasota, FL Terrace bl uestone or similar n/a n/a 202 Bath#1 1'-6" 6'-8" 1'-8 1/2"x 6-10 1/2" Brosco or Sim 2 panel G interior swing wood,ptd n/a 203 Bath#1 2'-6" 6-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim 4 panel F interior swing wood,ptd n/a 204 Bedroom#1 Closet 2'-0" 6-8" 2'-2 1/2"x 6-10 1/2" Brosco or Sim 4 panel F interior swing wood,ptd n/a 205 Bedroom#2 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim 4 panel F interior swing wood,ptd n/a 206 Bedroom#2 Closet 2'4" 6'-8" 2'-6 1/2"x 6-10 1/2" Brosco or Sim 4 panel F interior swing wood,ptd n/a La ncfing / Fall w0cd-oak gyp board, pal nted gyp brd, painted n/a woad balustrade/rail 207 Bath#2 2'4" 6'-8" 2'-6 1/2"x 6'-10 1/2" Brosco or Sim 4 panel F interior swing wood,ptd n/a Bedroom 1 wood-oak gyp boa rd, palmed gyp brd,.painted 208 Bedroom#3 2'-8" 6-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim 4 panel IF interior swing wood,ptd n/a Bath tile- pfsrclelaln gyp board,painted gyp brd, painted wood, painted stone stone209 Bedroom#3 Closet 4'-0" 6'-8" 4'-2 1/2"x 6'-10 1/2" Brosco or Sim 4 panel F(2) interior swing,pair wood,ptd n/a email: jared@jaredsedam.com 210 Bedroom#3 3'-0" 6'-8" 3'-2 1/2"x 6'-10 1/2" Cased Op'g --- wood,ptd -- --- -- -- ph: 203.233.0131 Bath 1 Shower tile-porcelain the-porcelain gyp brd,painted 211 Bath#3 2'-6" 6'-8" 2'-8 1/2"x 6-10 1/2" Brosco or Sim 4 panel IF interior swing wood,ptd n/a Bedroom 2 woad-oak gyp board, painted gyp'brd, painted woad, painted wood, painted Seal: Bath 2 tile- porcelain gyp board, painted gyp brd, painted woad, painted stone stone 4" D AhC Bath 2 Shower til e-porcelaln the-porcelain gyp brd, painted ---------------, Bedroom 3 wood-oak gyp board, painted gyp brd, painted Batts 3 tile,-porcelain gyp.board, pal nted gyp brd, painted woad, pal nted stone stone 4" I Bath 3 Tub the-porcelain gyp brd, painted * ` I I �sii ' J I i Co i I p 1 OF NEON 1-4" 1 3' L 1,-4" Type Type e� TypeE Type F FIXTURE SCHEDULE 5'-8" Structural Engineer: Room Thope Install Manufacturer Series Model Material Finish Type A PmvdL-T Rm Sink undermount Kohler Caxton 191/4" Ova Porcelain White WINDOW SCHEDULE DeStef ano Cam. Faucet deck mount Newport Brass Astor Cross Handle/Widespread Frame Size Tollet floor mount Toto Promenade II One Piece Procelaln White ID Room # Bottom of Rough Op'g Manf Model # Type Glass Mat'I Color Ext Color Int NOTES Chamberlain Width Height HeaderASF 1 A Kitchen,Mudreom,Study, 9 2'-7112" 4'-734" T-8 1/2" 2'-81rz"x4'-8114" Marvin ELDH3256 dbl hung dbl pane/low a fiberglass white white Butters Pantry Sink undermount TBD Brass Master Bath B Stair,Powder Rm 2 1'-8" 2'-71f8" T-8 1/2" 1'-9"x2'-75/8" Marvin ELCA2131 casement dbl pane/low a fiberglass white white Structural and Architectural Engineering Q ❑� Faiucet deck mount Rohl ArrtistrCSlf9g Bar Faucet TBD C Study,Master Bath 2 2'-1112" 4'-73/4" T-8 1/2" 2'-21/2"x4'-81/4" Marvin ELDH2656 dbl hung dbl pane/low a fiberglass white white -5725 D Master Bedroom 2 2'-11/2" 4'-113/4" T-8 1/2" 2'-2112"x5'114" Marvin ELDH2660 dbl hung dbl pane/low a fiberglass white white 50 Thorpe Street,Fairfield,CT 0682 al.com F Master Bedroom,Dining203 254-7131 www.dcstructural.com Q, „ Mudreiam /laundry Slar* uMermount Kohler Undertoniz Stainless E 4 '-7112" 4'- 13�4" T- 1/2" -81�2"x5'1/4" Marvin EL H3260 dbl n I one/to fiber lass to white Faucet deck mount Rohl Armstrong B rldge Faucet E 1 Master Bedroom,Dining 2I ? 2'-11"2" 4'-113J4" T-2 1/2" 3111211x5'v4" Marvin ELDH3660 E dbl hung dbl pane/low a fiberglass white white EGRESS MEP Engineer: Washer Hookup Room,Cntr of 3ay as _ v G Bath#1,Bedroom#3 2 6'-3112" 4'-33/4" 6-10 1/2" 6-47/2"x4'4/4" Marvin ELDH2652 3W dbl hung dbl pane/low a fiberglass white white H 2nd Fir Landing 1 2'-71/2" 4'-73/4" 6-10 1/2" 2'-81/211x4'-8114" Marvin ELDH3256 dbl hung dbl pane/low a fiberglass white white Kitchen Sink undcrmount Whltehtaven Farmhouse White J Bedroom#1,Bedroom#3 2 T-0" 2'-7118" 6'-101/2" T-1"x2'-73/8" Marvin ELCA29313W casement dbl pane/low e fiberglass white white Faucet deck mount Rohl Armstrong Bridge Faucet TBD K Bedroom#2,Bath#2 2 74" T-71/4" 6-10 1/2" 2'-5"x3'-7314" Marvin ELCA2943 E casement dbl pane/low a fiberglass white white EGRESS L Bedroom#2 3 1 2'-7112" 4'-113/4" 1 6-10 1/2" 2'-8112"x5'1/4" Marvin ELDH3260 dbl hung dbl pane/low a fiberglass white white Icy;maker Hookup M Bedroom#1,Bedroom#3 2 2'-8" 4'-111/8" 6'-10 1/2" 2'-9"x4'-115/8" Marvin ELCA3359 E casement dbl pane/low a fiberglass white white EGRESS,SIMULATED DOUBLE HUNG Dishwashter Hookup N Attic 2 1'-8" 11-11t/8" 2'-2 1/2" 1'-9"x1'-1158" Marvin ELCAP2123 fixed dbl pane/low e fiberglass white white Interior Design: N Garage 2 1'-8" 1'-11118" 10'-10 1/2" 1'-9"x1'-1158" Marvin ELCAP2123 fixed dbl pane/low a fiberglass white white master Bath Sink 1 undermount Kohler Caxton 19 4/4" Oval Porcelain White P Basement 1 2'-4" T-11 2'-8"xT-11518" Marvin ELCA2947 E casement dbl pane/low a fiberglass white white EGRESS Faucet 1 deckmount Newport Brass Astor Crass Handle/Widespread . Sink 2 undermount Kohler Caxton 19 Ile Oval Porcelain White Faucet 2 deck mount Newport Brass Astor Cross Handle/Widespread . Tollet floor mount Tc to Promenade II One Piece Porcelain White Drawing Set Designated for: Shower head wall mount Newport Brass 3.9248P Permit Set 8.9.2024 Hand Shower Newport Brass Shower Valve Newport Brass 3.924BP Bid Set 8.9.2024 Ttiermo Valve Newport Brass 3.924BP Ol.rtdaar Shower Head wall mount Outdoor Shower Valve Bath#1 Sink undermount Kohler Caxton 19 3./4" Oval Porcelain White SCHEDULES Faucet deck mount Newport Brass Astor Cross Handle/Widespread Tollet floor mount Tato Promenade II One Piece Porcelain White Slower head wall mount Newport Brass 3.924BP Shewer Valve Newport Brass 3.924BP Thermo Vale Newport Brass 3.924BP Bath#t2 Slink undermount Kohler Caxton 191/4" Oval Porcelain Whig APPLIANCE SCHEDULE Date: 11/25/24 Faucet deck mount Newport Brass Astor Cross Handle/Widespread Room) Type Manufacturer Width Tollet floor mount Toto Promenade II One Piece Porcelain White Scale: as noted Shower Mead wall mount Newport Brass 3-924BP Laundry Clothes Washer LG or Samsui>g 2T1 Shower Valve Newport Brass 3-9248P Clothes Dryer LG or Samsung 29" y Thermo Valve Newport Brass 3-9248P tchc'n wall oven GE Monogram 3W Bath#3 Sink undermount Kohler Caxton 19.1,/4" Oval . Porcelain White wall oven GE Monogram 3V Faucet deck mount Newport Brass Astor Crass Handle/Widespread refrigerator/freezer Subzero 4211 panel ready Tollet floor mount Toto Promenade II One Piece Porcelain White microwave drawer Sharp 2411 E A1 .4 Tulb Filler wall mount Newport Brass Astor 3-9228P TBD gas rangetop GE.Monograin 35" Shower head wall mount Newport Brass Astor 3-9.22BP TBD dlshwashler GE MoT>agram 24" panel ready � DIverter Valve Newport Brass Astor 3.922BP TBD E „ Thermo Valve Newport Brass Astor 3-9MP TBD $otter's Pantry I ref/frz drawers IGE Monogram 30" 1 panel ready `m rhe Architect retains all copyrights,common law,statutory and other -' eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 0 Rev# Date Description D01 24'-3 114" A3.4 Ridge 12 12 24'-3 1/4" 7 7 Ridge IRV Noyes Asphalt Shingle Roof I .L I I I p g Residence _ 1 L 1 Asphalt Shingle Roof -Y�FL�--T-J-o _1-L�L_111 L- " -I_'._ Fox Avenue - 1-I__L- I �1_ I .1. _-L_1Island, Southold, NY 18'-6 5/8" I! �-_ 18'-6 5/8" Top of Plate _ - 1 j' 1 _J.__lL�- 1-_1-AI___l 1�__ Jared Sedam - - -- � — - Top of Plate Architect: L 1__ I 1 Urbanism /Architecture/ Interiors Metal Roof i_-1 Painted Trim Sarasota, FL L L - --L-._. __L -1_ J i L._- = 1 1 =- L L L11 '� `I I l i i - - _ Metal Roof ME L �L L -' LLPainted Trim LJ L!1 ! LL _ IT email: jared@jaredsedam.com 10'-0 5/8" ph: 203.233.0131 Second Floor -- _ _ Second Floor Top of Plate 20 - Liii _ _ 8 6 S I _ L_ _. = To of Plate - - L. t._ RED ARch'i i P 1 ao -1 -- L L 1_ L - - Cedar Shakes _ E L - - - \ ANIE� T Painted Clapboard Fxp l 1 L E E.1 _ I Dos y J= ! I _ LL E 3. 6 -L1 --- ---- �. -- - L L 4 �J 1 1 - - - - I 1 l� 1 I' L i 1 T=�1= -LLl _L._— 6"Flush Joint,T&G L 1 1 !1-i L i- L_ Li i L_� bo ��_ --30'1 3/8" �.��i-L__ - -- �LJ --— ---- -- Painted Trim - -- 0 1 L - 1 ------ ---------- 30'-1 3/8" Ql. - _. --- - To of Subfloor - -i--L -_-Z L �- _-L- L—'-- - --------- ---_ --------- �4F NEB� 30 First Floor 1 =� =--L 1 -- -- -- ------ ------ Top of Subfloor 0„ ----- First Floor - - -- -- Concrete Wall Structural Engineer: 2 South Elevation77 A2.2 SCALE: 1/4" = 1'-0" DeStefano & Chamberlain Structural and Architectural Engineering 0 ry 0 50 Thorpe Street,Falrfleld,CT 06824-5725 203 254-7131 www.dcstructural.com E. MEP Engineer: 24'-3 1/4" Ridge - - - - - 24'3 1/4" D01 Ridge A3.4 n:ior Desi Asphalt Shingle Roof Inter g _J- i 18'-6 5/8" 18'-6 5/8„ To of Plate �11_�LJ--- 1J =� P -_. _L,_ �L-- L-_- Top of Plate T�_L—L -I- _ i! Drawing Set Designated for: J .C -1- -- - -L _ L_1 -- �= 11 - -' -1 Permit Set 8 9 2024' Ii_ K i i_ ' L LI L I __l LI' --i - 1 ic i ��_ L i Jam. _- - _ - _ - Co BdS L -=1==�-- 1� -1 = ,- __� J- - A . i et 8.9.2024 U01 - _-LL�L� Co -LL _. A3.4 1 S 1 L ' -�-_ - - SIO a 2% _�_1__ j] L `-` -+ - Painted Trim �_i �_ j-1 +lam - -- L -L _- - I J L r 1/2„ Painted Trim T L-_� -1- -1 �12 11 1 -- 12 1 ' 1 -1 -1-1 - 10'-0 5/8" 1 L 6• L1r - -1 LL Ll-_y_ - - -b --- Second Floor SIO e o L1_� 1-J-_L l. ��r J �i- 1�L1_. -- - - L_-_.L__ i - I Second Floor 9'0" 1_'_ - --- -- -- - - - L-J 11J _1� _ 9'0" =--i LLB 8 'of ---- - - — - _� EXTERIOR Top of Plate p 1 1- _. 1. _1 __ -i °�° Top of Plate LI 1, Cedar Shakes ELEVATIONS Painted Clapboard J 5"ExP B i D D E IE - �] - - l I L_J --L 1—!- L i -- --- — ---_—_-- - i L _. 1 L._i_�_ 1_ __TU EH Painted Trim l� 1� 1 i_ -- -- --- -------- ��'�_ -- �'-I 1=i - - Wrapped Columns --- - - -- --1- Date: 11/25/24 6"Flush Joint,T&G - 1-1� Pp l_. I- - -- -j 1.1_Ll_� , -il --i- �-,1-I- --- - ------------ L1-�J___Il_1.j ._i-1-A l ,J � (_.�?_' Painted Trim I �--:_.__ __. -_—_- 30'1 3/8' J. 1 _LL -=.-�-I i - I ' - L '---� 1 4- L-L! _li _ IL L_ I--' J I= - ------ ----- ----- 1.1�I -�1 '-I --i._,__1. L��1--J-I 30'1 3/s" Scale: as noted Top of Subfloor - _ L1-_l __l_.I L -, 1 r 1 i 1 I f 11- -L- LL _ i, _ Top Of Subfloor 0 1 - I.L� _L J 11 _? 1 .1.1 �_ or -- ---- ---- - - _-.- - - First Floor li I0. O C— Concrete wall c o � �`C �, �\'�`�GC�\'����C'�`�.'� � <,`C��`c%C�;��`C�`�C��'�c..�`4C�� � � �`��G��`GC���:t��:�4C�� `C� c, ��`G��:���" '<� <� ,� �.C�� � '%� c:�G<�\%C�!c�`GC. � '�� �'��C��C�C�C�:•G<`�C`t�`. � � � 1 East Elevation 6 0111 L A2 . 2 N .0 fD E (0 17 N N e Architect retains all copyrights,common aw,statu ory and other eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, pecifications and other documents,when released by the Architect, 04 N ire for use solely with respect to this project. They are not to be used r y the Owner,by the Contractor,by material or equipment suppliers, cr by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. n. 0 U OIL 24'-3 1/4" 12 12 Painted Trim 24'-3 1/4"JA Rev# Date Description Ridge DOI 7 Q 7 Ridge A3.4 z -7' ----- .. . .. T7-7L _7 i- S. I L--I� -1, j I i T --'i T -_'4 Asphalt Shingle Roof T- I T J Asphalt Shingle Roof Metal Roof . -T ,11 r -'T I- f r In 11 _�� _J �_ .I�_ _-- - Noyes - _ L OL 18'-6 5/8" L 18'-6 5/8" 4 Top of Plate Top of Plate Residence !- I A I ii Fox Avenue Tom` Fox-T-L +T LT L'--! I_-1 4--L -r-LT Metal Roof Fishers Island, Southold, NY -L-J-� 11-L ]d 1H MH T- ZD Architect: --I---L Ll LI Jared Sedam ao 1 11 , co i L Urbanism/Architecture Interiors L 1' 1 } L A T-I Sarasota, FL -L-1 L 'T -1 L -1-L -A L 1 1-L-L---L i I I i L Dpa A3 Painted Trim ------- Painted Trim L 10'-0 5/8" 10'-0 5/8" Second Floor Second Floor 14P --L-L-L L i-i t L I oc 8,-6. Top of Plate 60 Top of Plate Co T...... AIJ email: Jare a se am.com ph: 203.233,0131 T- __J A Painted Clapboard L1i._�- Seal: 5"ExpAnI Cedar Shakes L T L IL I rrr 00 L 1 --7 4� Li Painted Trim L! 9. Painted Trim I i L 30'-1 3/8" L7 L..1'--1- L- I -LL 'EID,_J I I L J Al t -- I I- j t I 1 1 301-13/811 Top of Subfloor --L-1.-L-L [-L-_j Top of Subfloor 1. 0 TII] 0"Ah First Floor r ri First Floor Stone Concrete Wall 0�- North Elevation Structural Engineer: 7 7 SCALE: 1/4" 1'-0" DeStefano & Chamberlain OIL 24-3 1/4' 24'-3 1XI Structural and Architectural Engineering Rl Z P \1v Ridge 11-A 1 --1--j I I -A-, I I DOI -A •-t I I I L "Z" A I- I I Ridge 50 Thorpe Street,Falrf leki,CT 06824-5725 1 a i- 'I T- i -J---L----i...-1- 1 -L I- i Fi I---,I A3.4 � A� -1-1--1 .203 254-7131 wwwAcstructural.com J---T- 2 Asphalt Shingle Roof -J--- --T--r' F--L-L-��=- 6 ----j L MEP Engineer: t T-- E I L T E-A-1-I------� _ E= -=, 1 1 1 1 L I L-1 L-1 1-1.-L-LL-L-- --L-i-L- LL 1 L t i V 1-i-Y 1'--Yj ILL I OL 18'-6 5/8" J L j L t 1 181-6 5/8* Top of Plate Top of Plate L L---L-I-- L- I -A L I L--I L! Et --L7 � Interior Design: I -L-L-L� I I1-1---1 -A --T- D01 K L I A3.4 I I I L :ME I 1-1 00 L --ILL-11 IN I I L-1 LT 1 00 Slope 2% 1 F Painted Trim 1 L I] -L-L L -I-'--at=�LtTL -L-L--,-L:--i �L-L I i-1--L--L TL-L Painted Trim Drawing Set Designated for: L- 1 1 1 1 1 1 -1 L I L LA 12 1 1 L-L —1 .-1 a��3 'A 10'-0 5/8" 101-05/8 I-Ar Second Floor Second Floor Ilk 91-01, Permit Set 8.9.2024 00 Top of Plate i �0- Top Of Plate Bid Set 8.9.2024 Cedar Shakes 1 7-i Painted Clapboard F F 5"Exp Painted Trim 1- H, 1 .1 T' 71 P7 L �-A �� I i I-- j- i -1-1,-t UNI I Ili Stone— ? - Flush Joint,T&G EXTERIOR -A 6" ELEVATIONS 30'-13/8"OIL 30'-13/8" Top of Subf loor Top of Subfloor A111"N 0" r6 it I —Top of Wall-7!!l� First Floor �- 1 First Floor mrol - �concrete Wall 3'- Date: 8/9/24 Scale: as noted ti > E A. 2 . 1 M West Elevation D r2 E SCALE: 1/4" 1'-0" (n (D I M rhe Architect retains,all copyri!hts,common law,statutory and other 7 -eserved rights for al drawings specifications and other documents 'umished by the Architect for this project. These drawings, D071 7�7 0 3.4 c ;pecifications and other documents,when released by the Architect,C we for use solely with respect to this project. They are not to be used )y the Owner,by the Contractor,by material or equipment suppliers, )r by any other person or entity on other projects or for additions to 37) Cl- his project,without the specific written permission of the Architect. C1. 0 Q 22'-0" 22'-0" 11'-0" 11'-0" 8" 22'-0" 8" O w - - - - - - - - - --- --- - - - - - - - - - - - I 1 1 1777= ;o Rev# Date Description - - - - - - - - - - - - - - - - - - - - - � i wp wp I I ' i � N s Noyes I i � " 2 ' ' ► 4 2 4 2 11 14 Residence I I I I io io N �P coo io I I r Fox Avenue I I N Fishers Island, Southold, NY Architect: Urbanism Jared S Architecetu�er /Interiors LI Sarasota, FL c I L- - -- - - - -- - - - - - - - - - - - - - - - -� I w w � CV i L - - — — — — — — — — — — — — — — — — — — — — — — J wp email: fared@jaredsedam.com 22'-0" ph: 203.233.0131 U` Seal: 3 3 3 \V J ARC n� ��5 pp,NIEL y�T 2 Basement Flan 1 First Floor Plan 3 Roof Plan _ �� n A2.3 A2.3 A2.3 � �k �°� •,-.'a,'. Pik SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" b cA 0 1 �- TFOfi Nk��C� Painted Trim Structural Engineer: —Painted Trim 43'-2 3/8" 43'-2 3/8" Ridge Ridge 12 12 - 1 t --- Metal Roof Metal Roof DeStefano & _L Chamberlain PRINR'WRI'm _ - 38-6 38.6 L L i l_i L t �__I T _I=._�-, !_ LS�1 i__L�___1_ �.-_i _.1_L_iJ__1__' >✓__ Top of Plate IRV � - � � --- Top of Plate _.__LL._ _L- Structural and Architectural EngineeringN© -J- 50 Thorpe Street,Fairfield,CT 06824-5775 " 1 t ��_J-1-i-1- �_ 1-_.-1._ -J� Painted Trim P r „ 1 Cedar Shakes r IT I �'- L '- 1 203254 www.dcstructuraLcom Q i i _ 1 �J_1_�- 111__ I _1 1_-�L 1 1 _. __ 1 t I_. _l 11_ i L- L-! L--I I I I ! �__1-�1_-L--L L._: L e �. - _J 11 �__ 1 _�_L L ���1_ l_ L-L__L J �L_I LL c� MEP-1 - -i;__, _LJ- : -�-' i t• ILL I-J--I-J L -L I M Engineer: L _ _ -L;_�L_L_-LJ-L-1�---L -L --___ m 1-1 l _li --1- -L--1--L1__�_-L_�11�1_ I -i_L11 1- !- Painted Trim 1_ L _J L �_-L� Cedar Shakes J_ _L I 1. i._LL_.. i� 29'-6" 29'-6" RIM' " Interior Design: / 7 Garage East 4 Garage North SCALE: 1/4" = 1'-0" �'3 SCALE: 1/4" = 1'-0" Drawing Set Designated for: Permit Set 8.9.2024 Bid Set 8.9.2024 -AT= AT --j__ ! _ GARAGE T - �.._ ELEVATIONS TT L I_L�L._ _L L 1 J 1 _I _j -I�i __ _ I t I I -_Lt ,- i _1 t _ i .L t l iI 1- I. 1 1 !. I. 1 , L s_L J Z_ _LLL I 1 1 �! ( I 1 i I I �-L 1_L± I .J L_LL_]�___ 1 1_ .1_L^ - 1 L`!LL J � 1�_L�_1 i _ � II __ _ Date: 8/9/24 1�.- - _ - - - - - I�---1 -L >171 �L�1-_1_��1�L�__L�-1� I 1-L-�_ I� � L�_ ( J _ L__1_i____L_,1.-L :_Il _1.� 1 .-�- �L � _L�1 J1 Ll �--t_ J 1 i ! 1-1 1 __L 1_L L__ :._IT_L_._I_.t-1--- ----1_--1---Ti---i---J-1_--�I_t__L L-_l_r�7__- �� I '_��� _I _ _ !rl ' �l __L L__1__! t 11�T�I1_L l-.I.....L__I t. I- Z �1L�_�-I--_1 !___tIL.I.111L_1_i 1 LI 1_ �1 1 111_ _l�� iJ�_ Scale: as noted i. -T. �_ �L 1_ I -_ T- �. �_.-_-1 -,^ L � - -i _1-1- 1- -L -1---t.-s-----!. _- ._I---t- _ __ l L__I _! i I t L,_. _.l 1 .__i- ---1 !- ---' 1- '--1--! --J----_.1 ._1 _1.--- -� -- i._ In -' - L Li---L_ 1-L-L 1-1--1._I_1_.I .o2-t- ' L -!--' !-J �1-1 _L_1�LC�L_I-�l- -: I-L_�L `1�_L -L_.l� i L- -- �-T I i T _ L ! I .i_-_- 1-.__I I ! -. ! i L.___ _, !. I ! ._,.1-1 L__L.! -1__.I._ __I _. ,._.L -!..!___l .L..L_.1.1. J-. !.__i _...-1: _t__1___:.._1_.l_1..1_ a> w A2 . 3 / / 4 MnV ' > •c a3 7 E 5 Garage West 6 Garage South SCALE: 1/4" = 1'-0" �'3 SCALE: 1/4" = 1'-0" N m he Architect retains all copyrights,common law,statutory an other -' eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used L y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a a U 12 12 23-7 5/8" 7 Q 7 23'-7 5/8" Ridge Ridge 18'-6 518" ft It 18'-6 5/8"OIL Bottom of Ceiling Joist Bottom of Ceiling Joist Rev# Date Description Fo loset BedroomA111 Bath#2 Closet#g Bedroom#2 °0 Noyes ED LU 111E - Residence 10'-0 5l'8" I I 10'-0 5/8" Fox Avenue -�-9op"of" Subfloor 4 I Top of Subflg000r Fishers Island, Southold, NY 1.0 Top of Plate , Top of Plate Architect: Jared Sedam I I Urbanism/Architecture/ Interiors pent p I L _jt lJ I I Sarasota, FL Mud R I I Butler's KitchenliffE111 Pary mRo Master Mas r Bath Closet I I I I email: jared@jaredsedam.com I I ph: 203.233.0131 Top of Subfloor Top of:subfloor Top of 1 p6fr Seal: -1'3 Top o Plate °: Top of Concret} ;o; I Top of Plate �D ARC P. O I A :q Bo top 0 :v. _ . . . Ak-8'-6 5/8" . . . ... . . . . . . ..... . . . . .. .. . . . . ... . . . . ... . . . . . ... . . 12 1111 12 OF NE�� 6p Q6 o. r - _ I 8'-6" I I Structural Engineer: top of Plate I I 1 Longitudinal Section �� I I D3' DeStefano & 1' SCALE: 1/4" = -0" Master co M ste Chamberlain Bath Structural and ArchitecturalEngineering FEI 0 I I 30,-1 3/8', 50 Thorpe Street,Falrfleld,CT 06824-5725 12 12 Tipp off ggpbfloor I 203 254-7f31 www.dcstructuraLcom -1'-0 3/8 23-7 5/8" 7� �7 23'-7 5/8" •: : I -1'-3 3!8" Ridge Ridge Top of Plate I MEP Engineer: I J_ I I-L_iJ_ LL_1 I__L1__1_1 I 1_ LJL-_J 1 .L__J i!__>_l- ' L�� �L 1 I__.1. --I-J .I 1 __L 1 _ : ' °•: _�L-LPL_-�L1L_L-,_.�� :.. ( '...-jI '--1 �_-_I -I�1�.1 I I J L_li�l I I--�__i.,L1L_I�_ �'• � � ( •9: 181-6 5/8" [ 18 6 5!8" Bottom of Ceiling Joist I_._ L_J__-I___1_ -- Bottom of Ceiling Joist o -- T - - J i 1--1 - _ -t I :•: Interior Design: J_._J_1_ �._L__._ 1 _,_.__L.__i _ 7_--IJ_ _ J.1__I- s - L 1,I -8'-6 3/8" 1 - -- T _ 1--i--1- A -:._ L'--.1._...J__._ .s J 1 _1r_ FT - 1--11 i 1 '_1 L-'- -JT- - a__ .._'_._,_i.i- - i __.l. L----i Bath#2 Bedroom#2 00 l i t -I i -1_1 .1__I. I 1 1 , L _ 1 - 1_ 11 I1 _.1 i i. I1- -- -.`_. Drawing Set Designated for: _. - 3 Cross Section Permit Set 8.9.2024' 10'-0 5/8" 10'-0 5/8" A2.5 ■ 0 of Subfloor Top of Subfloor SCALE: 1/4" = 1�-0" Bid Set 8■9.2 0 24' -1 -�''-g" s'-0° K T Top of F'late Top of Plate Open to p - -— - Butler's Pantry - -- -- BUILDING Kitchen Dining mil ]RoFill Master suite ---- -----Room SECTIONS ---- -_- - 30'-1 3/8" 0" -- - - ------ 0" Top of Subfloor T,p o c'rtbfloor - -- - -- - _ Top of pb o r To oo/Hate ° Top f Page Top of Concrete Date: 8/9/24 `o Scale: as noted Pr 00 ?• `4 4 O s. c -8'-6 3/8" °. r 71.v. - °:: A2 , 5 u N iei� •C t6 •e D E (0 N ti N m e Architect retains a copyrights,common aw,s tutory an other 2 Longitudinal Section eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, SCALE: 1/4" = V-0" o peclflcations and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be use L y the Owner,by the Contractor,by material or equipment suppliers, o, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 U Asphalt Shingles Asphalt Shingles Asphalt Shingles Installed per Man'f Spec Installed per Man'f Spec Installed per Man'f Spec Over proper underlayment -ayment _________________ Over proper underlayment Over proper underlayment Over 3/4"Sheathing i' �� Over 3/4"Sheathing Over 3/4"Sheathing 12 Metal Flashing I Metal Flashing I 5� D01 I I �h'�Ioyl' 10� Metal Flashin23'-5 1/8" � 23'-5 1/8" I I Top of Plate I Top of Plate Metal Half Round Gutter I I I I I 1/2"C gyp Board 1/2"Gyp Boar I 1 D053 I 1 I I 17'-6 1/2" t I Top of Plate(C ntral B¢dy) j Rev# Date Description --- ---------- I I I , I I I t 1 Trim Assembly,See etails I 1 1 1 I 1 � \�----- — — I Spray Foam Icynene Ins latio Noye Residence Fox Avenue Fishers Island, Southold, NY M M Architect: Jared Sedam Asphalt Shingles Urbanism/Architecture/ Interiors Installed per Man'f Spec Sarasota, FL Over proper underlayment I I Spray Foam Icynene Ins latio �� --Metal Flashing 3 I I I I I I TPO Membrane I I 2k 1p I I Installed per Man'f Spec email: jared@jaredsedam.com 6 d I I Over proper underlayment ph: 203.233.0131 Marvin Elev to Double Hun I I Over 3/4"Sheathing I I I i etal Flashing 9 0„ Seal: Top of Plate RED AR I I 1/2"Gyp Boar I Slope 2/o I •tE G' ----Marvin Elevate Double Hung Historic Wood it -�- ----- '\ I j I i istoric Wood S II---------------- Marvin Elevate Doubles Hun / D09 ; T 8 3/4" > W t I 1 1 ----- -------- ------------- - 3.4 3.4 I t 12 I I Top of Plate I I I i I I 1/2"Gyp Boar " 1 I I I I II Spray Foam Icynene I I I 2" I 2" 1 I6-10 Trim sembl See Details 6"Flush Joint,TO t i , r 3 4 Insulation in Cavities y. 1 I I I I --------------------- --- ----' Extend membrane up w�tl I I I Asphalt Shingles \�� j I `(� 18"behind sidigg I Installed per Man'f Spec I I I arvi Elevate Double Hung OF NEB I I Hardwood Floor Hardwood Floo „I ardwoe#d Floor Slope 2% I I Over proper underlayment I 2 g 1 Membrane Ro f P — __- _ t — -- - - -� — Over 3/4"Sheathing Over Sloped Rigid Insulation --� iIrl I r l I I t 12 Metal Flashin /4"Subfloor 3/4"Subfloor I 3 i Layl i 3J4"Sub 6r _`��!!I Structural Engineer: 10'- 5/8" I i I I 10'-0 5/8'I 10'-0 5/8" I Second Floor I 1 Second Floo� Second Floor Trim Assembly,See Details -a� -- DeSteflano & j Flashing-- Joisti i I 8'-10 70' 9'-04 Hanger i 9'-01 9'o" I I Top of Post op Plate I I Top of Platd Top of Plate / I • 1/2"Gyp Board 1/2"Gyp Boar I > i , ; ham�aer lain Blocking as Req' t ` -- -- ----- ------------- ---------- - ----------' I R I V J mt dow I — ------------ t!t. �`— --- I------- ——— -------------- ---- ----' I Transo I 1 I I Structural and Architectural Engineering Q Q Histori Wood Sill 50 Thorpe Street,Fairfield,CT 06824-5725 " I 203 254-7131 www.dcstructural.com Q, „ I I I I MEP Engineer: -------Clapboard w/5"Exposure +30 1 3/8'ASL Door it j od Si I and Apro -Hardwood Floor Hardwood Floor ardwood Floor First Floor Hardwood Floor Id +30'-1 3/8"A L + 0'-1 3/8"ASL - -�-- —� - I First Floor I 3/4"Subfloor 3/4"Subfloor First Floor 3/4"Subfloor 3/4"Subfloo I I ' " ' 0" o° _ Interior Design: 0 Slo a 2%iv 1" First Floor * `' Fi s -0 2 1/4' First Floor ��— a Top of Step Foundation Water Table Top of Porch L L i ,B �r o a &Apro M Wood W t Wood Water Table&Apron Stone Veneer D , p -1'-3 3/8"' 1,7777= 3 /81 -- ------------- --- 1'3 /8" r Top of Concrete p To r D Top of Concret, Drawing Set Designated for: II Potential Finished D �� -Basement ') Structural Plans for I II Permit Set 8.�, .Z 024 Reber Layout 1 " 1 " p I I D i See Structural Plans for B i d Set 8■9■2 024 j� Reber Layout I TREMCO(or Eq I I� Foundation Insul tructural Plans for I I� I I� system-Tuff n D Rebar Layout tO D P membrane/War I II p ALL SECTIONS 2 3/8"thk @ R 1 i ij I I, D See Structural PI u Rebar Layout I I� I I) Date: 8/9/24 d Scale: as noted Schedule 30 PVC pipe with holes Schedule 30 PVCVC pipe with holes t II facing downward and belo . V7 acing downward wnward and belo i i� D bottom of basement slab. � " bottom of basem of basement slab. I I� Geo-textile filter fabric to 1r� ' 7" 7" 10 I ry rap entire stone bed 12 _ III Schedule 30 PVC i e with les D 11 acing downward and below .. ..1 ..\ 0 0 a m I� �......:'....'::':':':':': ^ .• . .• ` bottom of basement slab. m s \ = - a� 0 0 o m f o' " o o m o of o n p p' p t a .............. ....... D A3 . 1 ,. 2' 2' ' - n Al'.'.'.'.':.'.'.'.'.:'.'.'.'.'.'.'.'.'.':.'.'.'.'.'. 2 'C m f g ti o o m f g in n E 1 n v 8 S 8 S 1 7' 1 7' V) o f o B o o o in tt ti ' e Architect retains a copyng ts,common law,statutory an other eserved rights for all drawings,specifications and other documents Ll umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, n1 re for use solely with respect to this project. They are not to be used 2 Wall Section 1 Wall Section 3 Wall Section 4 Wall Section y the Owner,by the Contractor,by material or equipment suppliers, = r by any other person or entity on other projects or for additions to A3.1 A3.1 A3.1 A3.1 his project,without the specific written permission of the Architect. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" C Rev# Date Description Standing Seam Metal Roofing Installed per Man'f Spec 12 Over proper underlayment Over 3/4"Sheathing 6 Noves Residence. Standing Seam Metal Roofing TPO Membrane Roofing 12 2 12 Standing SamInstalled per Man'f Specetal oofing _Installed per Man'f Spec Installed per Man'f Spec _______________ 3 Over proper underlayment Fox Avenue proper Y 1 x 4 T&G Over proper underlayment Over ro erunderla underlayment '""--- � g Fishers Island Southold NY p p y � Over 3/4"Sheathing Over 314"SheathingStanding Seam Metal Roofing i 12 2 ------- ---- ' ' V Groove Down Over 3/4' Sheathing r � .Y - --- - Painted Installed per Man'f Spec j 7p � locking Over proper underlayment , i 3 Metal Flashing Over 3/4"Sheathing I i i Architect: Jared Sedam Metal Flashing Urbanism/Architecture/ Interiors YYYYYYYY Tapered 2 x 12 Joists Tapered 2 x 12 Joists Metal Flashin 1 1 10 9-0 " YY Yi s'o" Sarasota, FL P P 1 x 6 Painted , 2 X , I , Top of P I I Top of Plate ±n--Crown I 1/2"Gyp Board 1/2"Gyp Boar i D03 I 1 1 3.4 I 1 1 drown Crown �� i Spray Fqam Icynene I D04 Bed Molding i I Insulationh in Cavities I 3.4 D , 1 x 4 T&G Joint down I I Trim sembly,See Details . . . r 7'-7' 11 x 4 T&G V Joint down Trim Assembly,See Details email: jared@jaredsedam.com 2x4 Screen Frame Top of Post , F71rr to Trim Assembly,See Details i i ��----- h: 203.233.0131 1 _ Seal: Metal Screen I� i i locking as Req'd I 431 31z �4' I I i Marvir Elevate Double Hung I------------ ---- ---- ANTE y�T I � 1 I 1 w Trim Wrapped Structural Columni i I "siJ � top �OF 1 •(44�- I I I NEW I I Clapboard w/5 Exposure I 2x4 Screen Frame I I istori Wood Sill I I I 13f" I Structural Engineer: --Clapboard w 5"Exposure DeStef ano I I GtQ�o Metal Screen Trim Wrapped Structural Column j i Wood Water Tat le&Apro 2 x PT Tapered Sleepers i i Chamberlain Slope on Bottom/Flat on Top I I +30'-1 3/8"ASL g y First Floor Hardwood Floor Hardwood Floor 1"x 4 T&G 1pe Stone Terrace I 9" I l I Slope 2%u 3/4"Subfloor 3/4"Subfloor Structural and Architectural Engineeringy 0 3/4"T&G Wood Decking — 50 Thorpe Street,Fairfield,CT 06824-5725 , 0„ U„ ■ 203 254-7131 www.dcstructuraLcom ❑, „ •� First Floor VV p of Step Foundation -0,-5„ First Floor V M Top of Porclh Wood Water Table&Apron MEP Engineer: 1 x 4 Painted Trim x 6 w/PT Blocking Behin Flashin a - • 1" 3/4• Flashin � `� rn �., Joist Hanger Joist Hanger 1 " p -1-3 1 x Lattice Fram -1'-3 3/8" -1'-3 3/8" • �• o r e Top of Post Top of Concrete ^ r Top of Concrete Lattic T Blocking Ledger Block • •• T. Interior Design: rj p TREMCO(or Equal) Foundation Insulation/Water-proofing system:Tuff n Dri Waterproofing membrane/Warm n Dri Insulation Board 2 3/8"thk @ R 10 D See Structural Plans for Drawing Set Designated for: ` See Structural Plans for ' Rebar Layout Rebar Layout Permit Set 8.9.2024 Bid Set 8.9.2024 • 1 ' D. o o t o g ALL SECTIONS " 10" 7" 4 Wall Section @ Sc;reen Porch 3 Wall Section Geo-textile filter fabric to Schedule 30 PVC pipe with holes �t.2 wrap entire stone bed acing downward and below SCALE: 3/4" = 1'-0" A3.2 _ c aide 3o PVC pipe with holes bottom of basement slab. SCALE: 3/4 - 1 -0 facing downward and below bottom of basement slab. �� p Date: 8 9 24 10 8 SCale. as noted D o m o.:....:.. .. o f of • V. 2, 2, _ 1 0 o f o' f o m " in 1 ai 7' S 1 7' S , o m f o g A � ■ E y 'c m E N v N 2 Wall Section 1 Wall Section e Architect retains all copyrights,common law,statutory and other A3.2 SCALE: 3/4" - 1'-0" A3.2 SCALE: 3/4" = 1'-0" 7 eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, N pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used .. the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 U 12 6�Spray Foam Icynene Insulatio Rev# Date Description c ot 18'-6 5/8" Noyes Top of Plate(C ntral Body) Residence, Fox Avenue Fishers Island, Southold, NY Architect: Jared Sedam Urbanism/Architecture/ Interiors Sarasota, FL Spra Foam Icynene Insulatio Standing Seam Metal Roofing 12 Standing Seam Metal Roofing overInstalled per proper underla'f Spec yment r�3 Installed per Man'f Spec Over 3/4"Sheathing Over proper underlayment Over 3/4_Sheathing —————— ------- @� � � - �`�� email: ared aredsedam.com Metal Flashing ph: 203.233.0131 I i ; .11 � I D01 I I D02' WA "` i 3A Seal: I I i 1 11'-2 1/411 ED ARCy ---------- l i ' 9'0" 1/2"Gyp Boad ; T f Pla G�IRV `a gANIE;` I i Top of Plate 1/2"Gyp Boa�d I I � I I Trim Assembly,See Details Trim A 3sembly,See Details * a."+ . m D07 I I Hardwood Floor OF NE�� i I i a I I 1 3/4"SubfloorOIL 1 10'0 5/8" D02 Structural Engineer: Second Floor i 1 i i 3.4 7 77- Metal Flashing -- DeStefano & T Top of Plate ' ------ - - Chamberlain A, Clapboard w/5"Exposure Structural and Architectural Engineering 50 Thorpe Street,Falrfleld,CT 06824-5725 I 203254-7131 www.dcstructuraLcom 0� „ I MEP Engineer: OIL 0'-1 3/8"ASL Hardwood Floor +30'1 3/8"ASL +30'1 3/8"ASL First Floor Hardwood Floo First Floor Hardwood Floor First Floor 3/4"Subfloor 3/4"Subfloor 3/4"Subfloor °" o First Floor Interior Design: First Floor a AAAAAAAAAA, First Floor Wood Water Table&ApronAAAAWood Water Table&Apron Wood Water Table&Apron NVV CY) ------------------------------- 1'-33/8" -1'-3 3/8" i ii-- a -1'-3 3/8"� - � I Top of Concrete r Top of Concrete Top of Concret � II �` Potential Finished Drawing Set Designated for: I I, Basement :o Permit Set 8.9.2024 . II I I, ee Structural Plans for See Structural Plans for B i d Set 8 9 2024 j Rebar Layout Rebar Layout ■ ■ • i If p 11, . See Structural Plans for i ij D Rebar Layou Iq ALL SECTIONS • I V7 ZJ j D Ip Date: 8/9/24 II e S c ra r d e c I s r eo-textile filter fabric to I ,, a y I b a t �+ wrap entire stone bed 111 Scale: as noted v i r it 4 Geo-textile filter fabric to Geo-textile filter fabric to Schedule 30 PVC pipe with holes facing downward and belo D , � q rap entire stone bed wrap entire stone e v� v� v� �� I I -8'-6 3/8" Schedule 30 PVC pipe with les Schedule 30 PVC pipe with les bottom of basem qlah- I I, facing downward and below facing downward and below " D Top of Basement Slab ` bottom of basement slab. �` bottom of basement slab. / ZJ 7 10 -J'-0 8 0 8 c m ... ............. E f :: : o o o n o f o F of i..:........ t • y D p .:, aol A33 D 2' 2' / , -1 o E o F ti 0 f o' o o D + 1 7' 1 S 0 0 o in F ti o o ti m (a he Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, N pecifications and other documents,when released by the Architect, 2 Wall Section 3 Wall Section 0 re for use solely with respect to this project. They are not to be used 1 Wall Section N A3.3 _ A3.3 �� _ � �� A3.3 SCALE: 3/4" = 1�-0" r y the owner,by the Contractor,by material or equipment suppliers, " ' " SCALE: 3/4 1 _Q 0) r by any other person or entity on other projects or for additions to SCALE: 3/4 - 1 .Q .1 his project,without the specific written permission of the Architect. a 0 U Roof Rafter oof Rafter } Standing Seam Metal Roo Roof Rafter fi Installed per Asphalt Shingles tandinstSea McMa of Speofing c Over proper underlayment Spec alleng Installed per Man'f Spec Over proper underlayment Over proper underlayment Metal Flashing Over 314"Sheathing Over 3(4 Sheathing Over 3/4"Sheathing Installed per Man'f Spec Over proper underayment Meta Flashing Rev# Date Description Over 1/2"Sheathing Metal Flashing W Metal Flashing 1/2"Gyp Board etal Flashing in CR 33192-L 16 M R 33192-L R 33192-L Noyes. 1 x 21/8 io -1 x 6 '- 1/2" 3la" 1/2• N 1 x 6 B J M Spray Foam Icynene Insulation6 3 Residence 1 x_Frieze and Architrave1 sr 6va• a/a^ 3112" ;o BM_ M Fox Avenue N 1 x 6 Fishers Island Southold NY 91/2" Ire 8,v4 1/2"Gyp Boar 13/e• 11 , r > t t 1 x 6 Architect: Jared Sedam /8" I t ------Ceiling Joist Urbanism/Architecture/ Interiors Clapboard w/5"Exposure 9+/a' 31n" 1 x_Beam Wra i 9" Sarasota, FL r \ V L 1:314" 113/8• 9/4" t 71/2" 3/4't I I I I rD01Rake Detail KD02 Eave Detail Kitchen Master Bath KD03 Eave Detail Side Ent Porch D04 Eave Master Bath A3.4 3 SCALE: 1 1/2"= 1'-0" A3.4 SCALE: 1 1/2"= 1'-0" A3.4 SCALE: 1 1/2"= 1'-0" A3.4 SCALE: 1 1/2"= 1'-0" email: jared@jaredsedam.com ph: 203.233.0131 Seal: ,���tED gRCy 12 Roof Rafter Spray Foam Icynene Insulation - ---- -- — - ---------- ---^^ --- lapboard Roof Rafter .* Asphalt Shingles Installed per Man'f Spec 1/2"Plywood$ Over proper underlayment Aluminum Flashing Over 3/4"Sheathing E—Flashing eiling Joist Metal Flashin 0 1 Q - --- RV2285 �j=NE�N� Roof Rafter M Asphalt Shingles N Installed per Man'f Spec Structural Engineer: Spray Foam Icynene Insulation Over proper underlayment CR 33192-L 6/4 x 10 Head Trim,Painted Over 3/4"Sheathing 1 x 31/2^ 3/a• 21/ 6++2" eiling Joist 0) - -- — DeStel a o & 1/2"Gyp Board ------ _--- — _---_ Chamberlain Metal Flashin CR 33192-1_ Structural and Architectural Englneering Q 1 x 50 Thorpe Street,Fairfield,CT 06824-5725 " v 203 254-Ml wwwAcstructuraLcom Q, „ BM 5/4 x 6 Trim,Painted MEP Engineer: 1x6 27/8" 3/4" 81/4• rDO5 Detail 2nd Floor Eave 1" 1/4• 1178^ SCALE: 11/2"= 1'-0" 1/2"Gyp Board Interior Design: 13/4" 5" 13/4• Iv D06 Door Head 3 &4 KD 0 7 Detail A3.4 „ A3.4 " SCALE. 3„ = 1 -0 SCALE: 1 1/2 = 1 -0„ Drawing Set Designated for: I I Permit Set 8.9.2024 I I 1 x 1 Square Tube,Powder Coated Bid Set 8.9.2024 Aluminum Sub-rail w/Flat Stock @ Top and Bottom,Drill for attachment I to wood.(Install by others) i 2 Asphalt Shingles � Installed per Man'f Spec Over proper underlayrent Sloped Rigid Insulation with 3 Over 3/4"Sheathing Membrane Roof Providing 2%Slope. Use adjustable standoff system to I I etal Flashing support floating level wood deck tiles. tt Roof Rafter EXTERIOR DETAILS I I Slope 2/° ° Membrane , , - ------ ----- ---- Asphalt Shingles Installed per Man'f Spec TPO Membrane Over proper underaym ent � Metal Flashin I I r Installed per Man'f Spec ' Over 3/4"Sheathing a Over proper underlayment R 33192-L Over 1/2"Sheathing \ CV CRV228 ------_—�---—__�._— 1 x 6 " - —1 x 6 etal Flashing 71/8" 3112" Slope 2% BM Date: 8/9/24 37/8• 51/4" _IX_ Metal Flashin Scale:■ as noted 1 x Frieze and Architrave ;v CR 33192-L v R 33192-L 1 x N ' \� o E 1 x 6 BM c io l 7/8• "lei 1/2" N 3 1x6 =_> I I M 312" 3/4" 6114• 1112" W4 L A3A t I 1 x_ 1_3/a• ¢ i I 67/a"f XX Z y I I m M D I cu 67/8" 3/4• 101r2• 314"1 .- 1/2"Gyp Board co I I v 1 I m rhe Architect retains all copyrights,common law,statutory and other served rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, rDO8 Detail 2nd Floor Porch D09 Eave Detail Master Suite/Dinin D 10 Detail Mansard Roof N pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used A3.4 A3.4 A3.4 "_ t y the owner,by the Contractor,by material or equipment suppliers, SCALE: ^1 1/2 = 1 -0 SCALE: 1 1/2 = 1 -0 SCALE: 1 1/2 = 1 -0 r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a --------------, I , � I 0 0 t I , I , I , I T i ; i Open to Family Room I I I I ILJL�r7 en o era Rev# Date Description �a 11 St y.: 9i Li I I Ile= I � c %'Iyf� x , Noves i---------------------------� ' k esldence L-L I ' I ' t Fox Avenue ' Fishers Island, Southold, NY Lulu I 1 Architect: Jared Sedam Urbanism/Architecture/ Interiors 1 FOYER 2 FOYER 3 FOYER 4 FOYER Sarasota, FL A4.1 SCALE: 1/2" = 1'-0" A4.1 A4.1 A4'1 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" N email: jared@jaredsedam.com ph: 203.233.0131 Seal: RED AR Stairs 5�E cy�r Down . o s co CD LO 10" OF NEW 3'-0" 3'-6" 3'-0" A4.1 3'-4" 2'-6" A4,1 ENTRY FOYER A4.1 1 11 Structural Engineer: N wood floor ,.. De Stefano & 3 Stud y K�7� Stud 30.50 Chamberlain ' " A4.1 A4.1 SCp�LE: 1/2" - 1'-0 SCALE: 1/2" 7. 1'-0" " A4.1 = - Structural and Architectural Engineering �, ❑■ 50 Thorpe Street,Fairfield,CT 06824-5725 F P 203 254-7131 www.dcstructural.com ------------- ------------- MEP Engineer: I 1 -y, I� }- - _ I i _ 'r�i '6'-21/" 3tg�n' i I oo __ 51/2co ------------------------ I I I j l l j I I j I - —1 -t o Interior Design: �P' ' � LI -- - � (lla r �--- - I_�_� � I � � I , 5 1 Fo er Detail Plan - ° , , I A4.1 SCALE: 1/2" = 1'-0" — — —r— -'4 ih 0 obr 9 } A4.1 Drawing Set Designated for: — Permit Set 8.9.2024 -' - Sid Set 8.9.2024 - - -- - L i ' FAMILY ROOM I r 1-O I I � 8 PWDR Rm Detail Plan 9 Powder Room ; wood floor ' A4.1 SCALE: 1/2" = 1'-0" A4.1 SCALE: 1/2" = 1'-0" Co INTERIOR AM ELEVATIONS 4'14" � I -� Date: 8/9/24 ifold mill ror doors to con al tv Scale: as noted I I co I 6''311-- 6'-6" 1 I 6'-3112 a I 3'-4" IVentless A4 ,t I - 7 .�,. .f' i Gas I ST7_ - 1 E Firebox Mn m -e I I l L m e Architect retains all copyrights,common aw,statu ory an other eserved rights for all drawings,speciflcations and other documents d mished by the Architect for this project. These drawings, 10 Living Room Detail Plan 04 peciflcatIons and other documents,when released by the Architect, 11 Living Room N re for use solely with respect to this project. They are not to be used A4.1 A4 1 y the Owner,by the Contractor,by material or equipment suppliers, SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" o, r by any other person or entity on other projects or for additions to hIs project,without the specific written permission of the Architect. n 0 U r————————J L yL Mr. desk 0 0 ovens 0 0[J Rev# Date Description dbl —0 [1] U00U 11 J I L backsp ask -------Il ----- He backs as :Li- — -: MCRW 0p te bac spas — - eb l te acksp ash__— Ln ti i---I L 0 Cl) N oyes 0 7 0oo 0 0 ® ® 0® 00 0 0 0 u 1 :11 3 0 0 2' 4' A4.1 Residence, Fox Avenue 0 Fishers Island, Southold, NY E- Architect: Jared Sedam Kitchen J1 r2 r4 Urbanism /Architecture Interiors Kitchen Sarasota, FL 4.2 SCALE: 1/2" V-0" A4.2 SCALE: 1/2" = 1'-101" KITCHEN F1 173 E100- E email: jared@jaredsedam.com OO ph: 203.233.0131 1 Seal: C 0 ICU 01 ® 0 0 11...... 10 paper towel OLI I L==A I o 0 61-21/2 niche 41 0 0 0 file lb�cksplash L-------L -xL A -L ------- iN ———————————-- %J' Uri 70 0 0 IF 0 'LJJ- NMml i1crowa Detail Plan desk r5 0 SCALE: 1/2" V-011 Structural Engineer: o 7 �..,u K�3� Kitchen Kitchen DeStefano & ���.2 r4 SCALE: 1/2" 1'-0" SCALE: 1/2" V-0" Chamberlain 1 0 r j'�r' ___jeqyS[hg ..... .................................................. 50 Thorpe Street,Fairfield,CT 06824-5725 is center M203 254-7131 wwwAcstructuraLcom J 6 AA I 4 —444- 0 0 0 0 0 0 0 0 001- 0L-1 L-1.LJ U010L L L I L IMUDROON L 14D Y Interior Design: e- 0 4- 0 0 0 -t- A-- LLIL 4- 0 0 0 0 0 0 0 Drawing Set Designated for: J- Q 'IJ !I r - - - -1` - - - - - Permit Set 8.9.2024 -T- 4-----sl eg Bid Set 8.9.2024 7 Mudroom Laundry 7 Mudroom Laundry r8 Mudroom Laundry r6 SCALE: 1/2" 1'-0" SCALE: 1/2" V-101" t.2 SCALE: 1/2" 1'-0" r-9�� Detail Plan SCALE: 1/2" 1'-0" INTERIOR ELEVATIONS Date: 8/9/24 ------------------- ----- I L. Id LOL— L 10L] I L-Jolo ILL=olL Scale: as noted 0 00- 00- .0 r BUTLER'S PANTRY Z? F101-11 0 7 0 0 0 rll'� wood floor A4 , 2 N,A4.17 E M -2 0 D E --1 L=jLL L—J LLA LU M rh"m-Kd-e-c-tr—eta1—ns all copyrights,common fa and other 7 *eserved rights for all drawings,specifications 'u'o'y documents urnished by the Architect for this project. These drawings, EE A4.2 T v]e ' Structural L:-- L A�- ccc -k� l ri 0-�� Butlers Pantry Butlers Pantry Detail Plan s �ds the, r12 04 �peclfications and other documents,when released by the Architect, 0 C14 3re for use solely with respect to this project. They are not to be used SCALE: 1/2" 1'-0" SCALE: 1/2" 1'-0" Oil wc )Y the Owner,by the Contractor,by material or equipment suppliers, SCALE: 1/2" 1'- or by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. CL 0 0 0 2' .—I- I—I-1--�2'--J —�- --I P Hpl er, - - - - -i- - �hower _ - - - - - - - -- -- - --T - - T - - - - I ----j- --Z- --- - %1 - __7- - eacf 1� iZ - -I - � - — _ - -_ - _-_ ��—Tile Shower all - �Bullnose -- - Sh er Cti ro - - - - - - -I - ---- - - - - - - 1- -- --- - - - - -- I I T _X i_ _�f 3 _i _ _ �_ -t-T- -r- - - 4 3 � T—,----� Rev# Date Description - 6hower H ad_1 0 0 - -7_ i----------i - - - S - TT e Wal - 1 1 - I A4.3 - # 1 -- -7._ T- - -T1 �2 4 shampoo L.__. 5hower L ,_. _ __ 1 __ Glass 1 -_ Towel niche - "-- � ;, Glass Shower Noves i 1_0__,._ Enclosure— I Warmer fnciosur� --- - _ I _h _�- �_ Besidence. ---1--T ---towel bar! �- !____ __ _ Holder -. - - - > 1= -- -- _ - --- - I - - - -- �TZ -- - Fox Avenue T- — r. - - - - � brt -; - -- - - 1 - - - �� = Fishers Island, Southold, NY -- - � 108 -L_- f - --- Architect: Jared Sedam + - tie oor Aa.3 / v- 1 Urbanism /Architecture/ Interiors - - °' - - r I . � Sarasota, FL I rl El I j - `r 2 Master Bath 3 Master Bath 4 Master Bath A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" email: jared@jaredsedam.com o a ph: 203.233. 131 Seal: 1 Master Bath Detail Plan A4.3 SCALE: 1/2" = 1'-0" ,� ED ARC jaNIEt SF�TF0 o 1 / CF NE�� o Structural Engineer: �0 ° UO ° ° - 00 ° DeStefano & 0 o a ° Chamberlain L[ I o a Structural and Architectural Engineering K�5� Master Bath 6 Master DressingTable 50 Thorpe Street,Fairfield,CT 06824-5725 ' A4°3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" 203254-7131 www.dcstructurai.com �, „ q MEP Engineer: - Bullnose Tile - L-, � -file Shower Walls -----r - - Interior Design: -L- Shower -- - - Head ---0 --- - - --- --- fl-- �L -- - - - - - 314' - 2'-1 - Glass Shower r' Tire Shower -�_-L Enclosure 'Will s o - -E --` �__i __ _a.l____ :._I_. __-_.__i. Drawing Set Designated for: _ I-' --I- - �x 12 - - - - - - - --'1-- - - ampo i . �__ s T Glas Set 8.9.2024 �S niche - - 5�.. C 1- � i -�-� - -1 -- Shovlfer.S� L,.��-- I- - I- f_-EnclostTre T 1Permit - - P _older_ .BATH 1 _' 11 - _Z-�1- -- i- � � -_� � --- _ , Bid Set 024 - -- _ _ . x 1 - --� _L--L-T i 1---�.f__ _. N - 3 I Sha _low _ -I- -T -- -L-- _ L_ 1 . ■ 1—-I- - - 9 � �i_ - I ich6 ' TP Holder -�-{ --�-- A4.3 - - - tlle -r Ow9 ar -1 --� -I- � $ ha - - - - — -- I - - -1 hbw --Z- - / L � r - -4 - - - - _1 1. . - -a 1�.8� 18 - _ =j= 1 INTERIOR - - - -- ELEVATIONS K�7� Bath#1 Detail Plan 8 Bath #1 9 Bath#1 10 Bath#1 11 Bath#1 A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" A4.3 SCALE: 1/2" = 1'-0" Date: 8/9/24 Scale: as noted 0 m U Q A4 , 3 Iff N .0 d D E m cc a elect retains a copyrights,common law,statutory an other .X -' eserved rights for all drawings,specifications and other documents mished by the Architect for this project. These drawings, 04 pecifications and other documents,when released by the Architect, C) 3re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a o U I -' +- ei - ho ht ols 1 -Tiler Shower all i- CL SET - ,--- --- -- ullnose Tile 1 I- - -- - - -� ho He 'a -� 1 -- - - - - - --f - s a Shower - :,ia r r- Head _ --1----�_ -- , - 2_ .-= -�-Tile Shower{--------- WallsI _ � _ _� ) - -T Rev# Date Description 1 Z_ 1_ A4.4 - - - - 4 Bultnose Til T -- _. 1 !_ 1 r �� EE e, Ghlass r- Shampoo e I eShowe ch nclostire __ - o . Noyesb liefioor ILL-14 Glass Shower Glass Shower nwef bark _- r_handle.___ Enclosure Residence -- Enclosure 00 - - � Fox Avenue 1 -- '- Z Fishers Island, Southold, NY - L I i._ I--.. -�-- - -L-- -E - ' - `�- J— - Architect: --�- 1- z -- - Jared Sedam Urbanism Architecture/ Interiors Sarasota, FL 1 Bath#2 Detail Plan LA A4.4 SCALE: 1/2" = 1'-0" 2 Bath#2 3 Bath #2 r4'�� Bath#2 5 Bath#2 A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = 1'-0" email: jared@jaredsedam.com ph: 203.233.0131 0 Seal: �- - - - --� BRED ARC - -- - 11 ,-- - -�- _f �O p p,N I Et u nose I _ Shower ---- 7 - Shower Curtain far -- L�� - Bultnose The Curtain Bar - - - TP otder Curt2 n Bar -�-_-� --- 1 - - Toe S Shower W Its - 1 �0� - - _�_ --1-- - - 112 x 12 - �I`NE� A4.3 A4.4 - 7 ----�_ -- — 1� -I � Z ,shamp� 8 10 i- � ' -�- � �_ 7-� ---l-Tile-T - +- - -- --J-Shower Walls- niche .-LSho Walls -I__ _ f_ - 1 - � I -T --- --- - - -- �- - __ sneer: -+ I— --1- T - -=I--- --T-- - r ©-- BA tt 3'- 1 - 1-- -Z I-- - __ � - - al Engineer: A4.4 till _e -bI Ste_f, a�.M_n_w0._.& y i-1 Uunni ... uh.Eille �- i -I-1_' I-.---dorttrdle _-,--Mass Er�closur -- - -L -- --- -_ L--f' nd G Chamberlain 12 x 12 O Sham o _ xi R 4 4 , P Til Niche 1 411 1 Structural and Architectural Engineering 0 MIR 50 Thorpe Street,Falrfleld,CT 06824-5725 K�7 Bath#3 8 Bath #3 9 Bath #3 10 Bath #3 203254-7131 www.dcstructuralcom �, „ A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = 1'-0" A4.4 SCALE: 1/2" = l'-0" MEP Engineer: 6 Detail Plan A4.4 SCALE: 1/2" = l'-0" Interior Design: Drawing Set Designated for: Permit Set 8.9.2024 Bid Set 8.9.2024 INTERIOR ELEVATIONS Date: 8/9/24 Scale: as noted 0 0 A4A N .0 f0 -e D E cc .d N mhe Architect retains all copyrights,common law,statutory an of er eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, 0, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 U - - - - - - - - - - - - - - - - - Rev# Date Description i I •° I Noyes L Residence A. p:•. I Fox Avenue Fishers Island, Southold, NY r — — — — — — — — — — — — — — -� I I Architect: Jared Sedam _ _ _ _ — — — _ J L _ _ _ _ _ _ _ _ _ Urbanism/Architecture/Interiors r , Sarasota, FL — — — — — gf— — -- — — — — --I I— — — gfi— — — — — — — — g f I cig Clg I gf I :,I email: fared@jaredsedam.com I L — — — — — — — — — — I � ph: 203.233.0131 ° f L _e .— — — —° — — P � I Seal: �� ED ARC .o. . • A .o, `9ofpANIE� y�T I r- — — — — — — — — — gT1- — — — — — — — — - - L _ J L _ J 9. ... . a I cig clg 9fl I I I s a . . I I I �OF Ni�N� 7. _ — I- - — — — — — — — — - -j °: I I r r— ' I I o l l o l I 9 ' L _ J L _ J I r — Structural Engineer: 6: 77 o. f Cl clg gfl I DeStefano & I I I •`;: I fi , �:' I- - - - - - - - - - - - - - - - - - - I I Chamberlain I/ y v V I �. Structural and Architectural Engineering Q 0 % I I , 50 Thorpe Street,Fairfleld,CT 06824-5725 r ® Ifi cl I I Proposed Recessed fixture 203 254-7131 www.dcstructurai.com 0 +I I I r _ _ _ _ _ - - t_ _ _ _ � - - - - - - - � I I LED Strip lighting r L MEP Engineer: J ° ' p P L J I Decorative Wall Sconce i J . � ` - - ` ` — ` ` ` ` — ` ` - - - - � I �£ Typical Junction Box 9 \ i / ° — — L _ _ :9• i 9: — — Exhaust Fan K� Exterior Sconce 2 Headed Motion/Light Sensor Flood Light L — — — — — — — — Interior Design: I I =&p Exterior Water Proof Outlet I �gf Above Counter GFI Outlet =E) Standard Duplex 110 Outlet t_ — _ _ - - _ _ _ _ _ - - - - -L Standard 220Outlet 0 In-Floor Duplex Outlet Drawing Set Designated for: SP Speaker Permit Set 8.9.2024 Bid Set 8.9.2024 Electrical Legend BASEMENT ELECTRICAL PLAN Date: 8/9/24 Scale: as noted 0 ID 1 Basement Electrical w = rr e SCALE: 1 ElA /4 1 -0 E m m E ca v a) v a� m rhe Architect retains all copyrights,common law,statutory and other 7 served rights for all drawings,spedfications and other documents umished by the Architect for this project. These drawings, n`ti 3pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, a, r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 C) Rev# Date Description li I i _ it - Noyes _!_-__- -- _ Residence. Fox Avenue Fishers Island, Southold, NY I a Architect: Jared Sedam Urbanism/Architecture/ Interiors Sarasota, FL I Designated I I -- --- ----- ---- --- — —— --- I for Towel warmer j �1 email: ared aredsedam.com ph: 203.233.0131 — - -- — -- - ----- -- - - ---- Seal: C71---- — -- -- ----- — I ,��FtED ARG I - ' pRNIEt I -------- SD PAU SP l i I I SP � i NE��O� w II II z SP gf SD Structural Engineer: I ® DeStefano & Proposed Recessed fixture Chamberlain Fs PI Fs PI LED Strip lighting Decorative Wall Sconce - 1I -- ------------ ------------- -- - ---- ------ ---- --- ---- I Structural and Architectural Engineering-- _ —_ --- - _ 66" ' --- - -- —--- ----—-- - -------- - - I ' ■ ■ t I ' 3� Typical Junction Box � � � h 50 Thorpe Street,Fairfield,CT 06824-5725 _------ -- ------ --_._-_-- -- .--_----------------___--- -_-- __.-- 1 I Exhaust Fan 203254-7131 www.dcstructuraLcom - ----- -- -- F¢- Exterior Sconce I —- -- - --- -------- --------- —_ MEP Engineer: 2 Headed Motion/Light Sensor Flood Light - - — --- — -- -- -- - -- - ----_I',i - --- - _-- P Exterior Water Proof Outlet I --- - — ------- -- -- --- - --------- , - - - -- -- - ` _- j - -- P �gf, Above Counter GFI Outlet -- --- -------------------- ;--- � i ----------- ----=; -___------___-__;---- -- -- ' � Standard Duplex 1 S d10 Outlet --—__ -------—-- -- - ------ _ ----- —------- -.�:. - - ------ - —------ l- — - _ I -- - -- I Standard 220 Outlet ' -^ ---- ---- - I' � - ;' - � �- � - Interior Design: -- — ---- - -- --- -- - - -- In-Floor Duplex Outlet I i I In-FI Du I _- — -- — - --�� --- -- ---- - -_ - -- ---_ j - ---- ------ ------ =----- --- � _-=�'---� _ = — �� ---__ -- 1 -__! ===�i---- �_:----�r �_-= sP Speaker I , r --- It ---------- ------------ ------------ - i -- - --- _---=- --- = ; —____ __ _ _ -----�_-- —_--__. i r - L__-- --- , � ---------- Electrical Legend - i Drawing Set Designated for: J ----- = - -�;----- --- --- _� _ -- -J -- --- - -- -- _ ! - Permit Set 8.9.2024 Bid Set 8.9.2024 - ------ -- --- -- — -- ----- --- II - !I - - ----- I --! -- --�� - - - - - - {----- -_- - - = s$ FLOOR _ ELECTRICAL PLAN - it l - ---�i - it l! 1 - Date: 8/9/24 I �__._._ ----- ,_-- - - - _ _ - -1 -------` _ _ Scale: as noted it c w E1 , 2 E 1 First Floor Electrical Plan E E'1.2 SCALE: 1/4" = V-0" co `m a Architect retains all copyrights,common law,statutory and other r----- ------- ---- -' eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, opecificatlons and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used = y the Owner,by the Contractor,by material or equipment suppliers, o, r by any other person or entity on other projects or for additions to his project,without the speck written permission of the Architect. a 0 U Rev# Date Description ----- ----------------- ---- Noyeas Residence -- - - - Fox Avenue Fishers island, Southold, NY Architect: Jared Sedam Urbanism /Architecture/ Interiors - - Sarasota, FL ED l fi ill i li ! � C ------ o email: fared@jaredsedam.com 'agf, ph: 203.233.0131 Seal: i --------------- D j f I l I RE ARy E C I I I I , 4 I I � , Q. I i i I I i i f s I I i I 1 ,.a I•.rv� � I Y I i I O I i I I top 0 ,�. sD 1 I O I I Structural m Engeer: I 1 1 _1 !, L._! i_ I _ L J_. I, 1_ h _ I_ L J I 1 I , ! 1- Ill I- IL 11 11 111 - -1L ..!I j, 1. i ! .! 1_I L1--1 -I -I ---I -. L_ 1 �-- L J-_ _I-I_---r--!--'- .--I--. i___:_1__1-1y1 'T ( ; 11 I I I I 1 __l De �e ono i ; ( I- f 1� 1 1_1 � L 1.1 1 1 I.I_ tj y-��1_I �_J Ly'- _ . t�iI I.l_1 LJ-_1_1l_l_._I.�L- _L 1__�1!_. ��-L_L� �L- L�_l._LLL- L�� Proposed L_. �.__- -._i__1_r__I___L __! _I Recessed fixture I 1 --'� _---1�1 _1 1 _],L-`I_��_�_,_J� n LED Strip lighting I 1 I, i �. I 1 _�-1 ; - - I 1_-!� .1 -_ r_.--1,!��1,'I�L—fir_1 �� �.� I _!=1 i_._ 1--L_.- 1- 1 �-1 LJ_ _ L _ ! � �—I� I_� L.��_>�L��` • , �` � ,�� � x '� x �� � �„� ,,� �� 1_I _ _i_L _L Decorative Wall Sconce j _ L 1�1--1 1'--1--.L_ _.J-1-- .J -�_� L_L _!- L l� (- J--- ■ ■ Typical Junction Box Structural and Architectural Engineering ❑ ❑ 1_.-. .. _ _L___L l_ !-___L-' 1 -- 50 Thorpe Street,Fairfield,CT 06824-5725 1= I=�'i= = 1 1i`: -_... _ - - - Exhaust Fan P L-- -� -_L1 -L L .-�- - _-_--_.L_'---1____-,1,_..__l.__1..__-- 1_- '- _. _-- 1 L �.-1 1----I--L-L1_�__1.1__1__l_j.__I J_!.. �_Ll 203 254-7131 wwwAcstructuralcorn 1_�. i�-I -J ---I-r - - - J. ._.I i_i �1 Ll _1 _1_ . 1-1�� L_�_ --I--=��J_J�' ' !��_� ,__����_�����-.'�_L.-L=�1_��I �����_�_:-���--I � 1 I !`r�' I�- Exterior Sconce _ _ - L_1.L__L_L_J_..L__L�_1___L__L.__i.___1__�J__!__!___.L---I----1--L1--_L-1_1___l_ :.;_L.1_i_..iL_i_!_..I__L_LL_L1.LJ._1__l_1_._L_L_�_ , 1{_i_-j i,- -1, I -1-� -I , - - - - - - -- - -1T- 1 1--Lr �_ __.J _ ,- -!- �1- MEP Engineer. �L_ _� I-, 1 �- C� 2 Headed Motion!Light Sensor Flood Light _�I_�_�,._l1�� �I�-_�I � i_�.'����.�—t—t�L_�1_l��t�._�L�L�-.—t_.1_L_1.---.---,�_J=I--�—�--L�1���--�---�-------�I--1--!------- _-U-- ___:____! _1i__ �. -1 �i._-1. ._1,. L_t- -r-I ___1 i__� _l_!i��J 1_._ _�-_� � R__�_!_ 1rs�__�._ P Exterior Waterproof Outlet L- --- --1 C_�.LS Z_1_L _L__I_LI_ �_1—f�1.--L- —.--=`L_.1_ _�,_—y I_? __L_L �___�_��I 1---i I----��! 1—'.--- —.1_- --- --- —I--i L---r. I=.J L._.T--- t =:_.1--- =E)gf Above Counter GFI Outlet =E) Standard Duplex 110 Outlet -® Standard 220 Outlet ® In-Floor Duplex Outlet Interior Design: 5P Speaker Electrical Legend Drawing Set Designated for: Permit Set 8.9.2024 Bid Set 8.9.2024 rid FLOOR ELECTRICAL PLAN Date: 8/9/24 Scale: as noted 0 0 m ri_N� Second Floor Electrical Plan N El m 3 E 1.3 SCALE: 1/4" = 1'-0" D U) e Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents d umished by the Architect for this project. These drawings, N 3pecifications and other documents,when released by the Architect, N 3re for use solely with respect to this project. They are not to be used r y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to CL his project,without the speck written permission of the Architect. qn U T T T T T T I T I /►� T /� I T /� T 1 1/2" 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 Rev# Date Description I I Bath , Bath , , , Bath , I I , I p Lav Lav Lav 1 114" 1 1/4" , ( 1 1/4" , BATH 1 BATH 2 I I BATH 3 I I I Noyes Shower Shower , , Shower ( I I Residence I I I I I I I Fox Avenue I I 2" 2" I I 2" I I I Fishers Island, Southold, NY I Architect: Jared Sedam ( W.C. W.C. ( I W.C. I I Urbanism/Architecture/ Interiors Sarasota, FL SECOND FLOOR I Kitchen Bath Bath Sink Lav Lav 1 1/4" 1 1/4" 1 1/4" Bath Lav email: fared@jaredsedam.com LAUNDRY 1ST FLOOR 1ST FLOOR Tub/shower Ai ph: 203.233.0131 MASTER BATH 1 1/4" KITCHEN Clothes washing 2" POWDER 2„ Seal: Machine Li 1i 2" 2„ jAN lIE RCy�T j` W.C. W.C. W.C. A ^ FIRST FLOORz z Z Z }�Sr•- i o 9 cA p 1 ��- TFOF NE�N�O TO SEPTIC Structural Engineer: 1 Plumbing Isometric �-o SCALE: 1/4" = 1'-0" DeStefano & Chamberlain 4 : Structural and Architectural Engineering RIME 50 Thorpe Street,Fairfield,CT 06824-5725 r' 203 254-7131 www.dcstructural.com MEP Engineer: Interior Design: Drawing Set Designated for: Permit Set 8.9.2024 Bid Set 8.9.2024 Plumbing Isometric Date: 11/25/24 Scale: as noted 0 'C N G N 7 ' U d Pi . 0 E y C f6 .e E N fA N `m a Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, N 5pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. 0. 0 U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ABBREVIATIONS GENERAL DOUGH CARPENTRY N HANGER SCHEDULE abv. Above lb, Pound All details shall be considered typical and shall apply at all some and similar Framing lumber shall be Douglas Fir #2, except thct wood framing in NAILING SGH ECD U LE N DeStefano & AFF Above finish floor LF Lineal foot conditions. contact with concrete or masonry, and exterior deck framing, shall be alum. Aluminum LL Live load Southern Yellow Pine #2 or better AGQ preservative treated In Chamberlain anch. Anchor LLH Long leg horizontal The Contractor shall be responsible for all temporary shoring and bracing accordance with AWPA Standard C2. Based On Simpson Strong Tie Building Element Nail Size � Type Number Location arch. Architect LLV Long leg vertical required to maintain the structural stability of the building during construction. BG Bottom chord LP Low point All framing lumber and plywood shall be clearly marked with a grade stamp. , bldg. BuildingLW Light weight All work shall be in accordance with the 2020 New York State Building Code, Plywood shall be APA rated sheathing. Member Face Mount Option To Mount Option Stud to sole late 8d common 4 toe nail or ."., - ; x g g g � p p � p .�. b �. bm. Beam max. Maximum which includes the 2018 International Building Code. 16d common 2 direct BDE Base design elevation min. Minimum Typical wall header over window and door openings, where not noted in Structural and Architectural Engineering ❑ ❑ g ypStud to cap plate 16d common 2 toe nail or I„i BFE Ease flood elevation MO Masonry opening The Contractor shall be solely responsible for construction site safety as well plan, shall be (2)l 3/4"x91/2" LVL's. 2x6 LUS 26 JB 26 2 direct M 50 Thorpe Street,Fairfield,CT 06824-5725 BOF Bottom of footing mtl. Metal as the means and methods of construction. 203 254-7131 www.dcstructural.com Q „ BOS Bottom of steel NIG Not in contract Provide TJI blocking panels between joists, equally spaced 8'-01" maximum Double stud 10d common 12"o.c. direct bott. Bottom NT5 Not to scale All elevations are referenced to NAVE) 1988. along the span of the joists. Where only one row of blocking is required, 2x8 LUS 28 JB 28 brg. Bearing NS Near side position at mid-span of joists. bsmt. Basement O.C. On center Corner studs 16d common 24'o.c. direct Ownership and conditions of use: 2x10 LUS 210 JB 210A Drawings and Specifications, as Instruments of BS Loth sides OD Outside diameter Laminated Veneer Lumber (LVL) shall be Microllarn as manufactured by p p g Opening FOUNDATION E/�12THW01R< y professional service are and shall remain the property of BUR Built u roof o n O enin Weyerhaeuser. Sole plate to joist DeStefano �Chamberlain. Documents are not to be cant. Con-Never PAF Powder actuated fastener 2x12 LUS 210 JB 212A 16d common 16"o.c. direct or blocking used, In whole or in part, for other projects or purposes GJ Control jolnt PE Professional engineer I joists shall be TJI Pro series manufactured by Weyerhaeuser. � or by any other parties than those authorized by clg.jst. Ceiling joist PSF Pounds per square foot Design assumption: soil bearing capacity is 2 tons per square foot. contract without the specific written authorization of clr. Clear PSI Pounds per square inch Laminated Strand Lumber (LSL) shall be Timberstrand manufactured by (2) 2x10 LUS 210-2 HU5 210-2TF Double cap plate 10d common 16"o.c. direct DeStefano 8_' Chamberlain. CMU Concrete masonry unit PT Pressure treated Footings shall bear on undisturbed virgin soil, free of frost, mud, and ice. Weyerhaeuser. Copyright 2024 DeStefano 6,Ghomberloln, Inc. col. Column pert. Perforated Gap plate laps 10d common 2 direct gong. Concrete PLF Pounds per lineal foot Inspections shall be made prior to tamping the soil or setting footing forms. Parallel Strand Lumber (PSL) shall be Parallam manufactured by (3) 2x10 HU 210-3 (max.) HU 210-3TF const.jt. Construction joint plwd. Plywood The Inspector shall verify that soil is suitable for the support of foundations and Weyerhaeuser. cont. Continuous RD Roof drain is consistent with the soil identified in the Soil Boring Logs if available. (2) 2x12 LUS 210-2 HUS 212-27F Ribbon strip 10d common 3 ea. bearing direct CY Cubic yard reinf. Reinforce Provide blocking, web stiffeners, rim boards, squash blocks, and bridging in dia. Diameter regd. Required Footing sub-grade shall be compacted using a vibratory tamper or a jumping accordance with !Level standard details, and as shown on the drawings. K diag. Diagonal rev. Revision soil rummer after the soil has been inspected and approved. (3) 2x12 HU 212-3 (max.) HU 212-37F Roof rafter to plate 8d common 3 toe nail K Dbl. Double rm. Room Notching in the top and bottom of rafters and bearis shall not be DL Dead load RO Rough opening The Contractor shall be responsible for all dewatering, shoring, sheeting, or permitted. Holes shall not be within 2" of the top o- bottom of the member, 2 toe nail or bracing required to maintain a safe, d Single LVL HU9 min. ITS series Roof rafter to ridge 16d common DO Ditto sched. Schedule 9 G dry, and stable excavation. shall not exceed 1/3 the depth, and shall be located within the middle 1/3 of g (min.) direct dwg. Drawing sect. Section the span. I joists shall not be notched, and all holes shall conform to 10d common 3 toe nail or EF Each face Sim. Similar No footings shall be placed in water. manufacturers chart. 2 91/2" LVL HHUS 410 HWU 3.56/9.5 Jack rafter to hip FD Footing drain SiP Structural insulated panel ( ) 16d common 2 direct elev. Elevation SF Stepped footing Soil adjacent to and below footings shall be kept from freezing at all times. Provide joist hangers at all flush framing conditions. engr. Engineer SS Stainless steel (2) 11 7/8" LVL HHUS 410 HWU 356/11.88 Floor joists to studs 10d common 5 direct [ n eq. Equal std. Standard Where suitable bearing soils Is not encountered at indicated bottom of footing Provide Simpson seismic and hurricane tie at all bearing points of rafters, �J EW Each way stl. Steel elevation carry excavations deeper as directed by the Engineer. ridge beams, hips, valleys, and overhang rafter framing, as indicated on the Floor joists to sill or EC Epoxy coated struct. Structural plans. Where no hurricane tie is specified, provide one H2.5 at each (3) 11 7/8" LVL HiGU5 5.50/12 HGLTV 5.511 girder 8d common 3 toe nail ex. Existing T$B Top and bottom Where foundation walls retain soil, do not backfill against foundation walls until bearing point, applied to some side of studs as plywood wall sheathing. ex . Expansion TBD To be determined first floor framing is in place. Where foundation walls do not retain soil, backfill p p (4) 11 7/8" LVL HGUS 7.25/12 HGLTV 411.88-2 Ledger strip 16d common 3 ea.joist direct exp.jt. Expansion joint TC Top chord evenly both sides. All light-gage Simpson connectors (such as joist hangers, beam hangers, ext. Exterior temp. Temperature post caps, post bases, hurricane clips, etc.) shall be Zmax coated where fdn. Foundation thru Through Provide a granular sub-base under all slabs on grade. Where slab is within a exposed to weather or in contact with ACQ pressure treated lumber. (2) 14' LVL HGUS 410 HWU 3.56/14 Ceiling joists to plate 16d common 3 toe nail fin. Finished T$G Tongue and groove heated space, the sub-base shall be 6 inches of compacted bank run gravel FF Finished floor TOC Top of concrete with a maximum particle size of 2 inches. Where the slab is exposed to Simpson Strong-Tie connectors are specified heren. Substitutions of Ceiling joists (laps over ' r ' H FO5 Face of stud TOM To of mason freezing temperatures, the sub-base shall be 6 inches of 3/4 inch crushed other equivalent products will be considered on a case-b -case basis, (3) 14" LVL HGUS 5.50/14 HGLT'V 5.514 lOd common 3 direct Fi w p masonry q p y partition) FS For side TOS Top of steel stone. provided equal load-carrying capacity is provided and there is no additional fig. Footing TOW To of wall cost. 11 7/8" 1 joists / Ceiling joist to g g P Install vapor barrier under all Interior slabs on grade. IUS 2.37/11.88 ITS 2.37/11.88 rafter lOd common 3 direct FW False work typ, Typical P 9 2 5/16"flange ga. Gage UD Under drain Thru-bolts, carriage bolts, and lag screws shall be hot-dipped galvanized galy. Galvanized UON Unless otherwise noted Install 2" thick extruded polystyrene rigid insulation at perimeter foundations and type ASTM A307, including their associated nuts and washers. 11 7/8" I joists / IUS 3.50/11.88 ITS .3.50/11.88 Collar beam 10d common 3 direct G.G. General contractor vert. Vertical below interior slabs. 3 1/2" flange HOB Hohmann and Barnard, Inc. v.i.f. Verify In feld Expansion bolts and epoxied bolts shall be stainless steel, Including their Bridging to hdr. Header wd. Wood The Contractor shall verify the location of all underground utility lines, sewers, associated nuts and washers. Provide specialty hangers (for example skewed or sloped) joists 8d common 2 ea. end direct h r Hanger WP Work point and fuel storage tanks to avoid any damage. Contractor shall contact "Dig G 9 9 P where required by framing conditions. G horiz. Horizontal WWF Welded wire fabric Safely NY' prior to any excavation. Provide oversize washer at all sill plate anchor rods., Simpson BPS 5/8-3 Plywood roof$ wall rod common 6"o.c. edges and HP High point w/ With bearing plate (3" x 3 Ga. x 3" plate w/slotted hole) or equal. Anchor rods See plans for other hangers not shown here. sheathing 12"o.c. intermediate HS High strength w/o Without Backffll shall be compacted granular soil with not more than 1096 passing the # shall be 5/8"o galvanized A36 rod with 8" embedment $ 2" hook, spaced ID Inside diameter 0 Diameter 200 sieve, and free of debris and organic material. If on-site soil does not 32" o.c. unless noted. Coordinate face mount vs. top mount with installation access $ 3/4" subflooring 8d common or 6"o.c. edges and jst. Joist meet this specification, the Contractor shall bring in soil from off-site at his own field conditions. 6d annular 10"o.c. intermediate Revisions/Submission: expense. G.G. shall coordinate layout of framing members such as raters,joists, 6o.c. edges and and studs with locations of light fxtures, recessed electrical devices, 1 1/8" subflooring 10d common 10"o.c. intermediate Date Description LO�I�s Where footings are below the groundwater elevation, place 6 inches of HVAG ducts, diffusers, ceiling treatments, paneling, millwork etc. with the ST 1J GTU 1�L STEEL I crushed stone under footings. Crushed stone shall be placed after the subsoil responsible trade and the architect. 2 rows 16"o.c. F has been inspected, and approved. Built-up girders 20d common direct F The structure and foundations have been designed to resist the following loads in Provide full blocking at 32" o.c. below all partitions parallel with joist span, Structural steel: accordance with Chapter 16 of the 2018 International Building Code as amended by Exterior footings bearing on soil shall be at least 42" below finished grade. unless shown otherwise. ASTM A36 for other rolled shapes Continuous header to 8d common 4 toe nail A the 2020 New York State Building Code, and SCE Standard 7-16. ASTM A500 grade G for tube and pipe shapes stud /� At all exterior walls, and at interior braced walls identified on the plan, Continuous header Floor live load: GIST--I N-'1�l...�rGE GONG�ETE minimum nailing required shall be 8d nails spaced 6"o.c. along all panel 5NIAW welding electrodes:A5TM A233, E70xx series. (2 pieces) 16d common 16"o.c. direct 30 PSF Sleeping areas edges, and 12" o.c. In panel field, unless otherwise snown on the drawings. 40 PSF All other areas Provide (2) 2x4 blocking between studs to support all plywood panel joints Shop primer: one coat of grey. rust inhibitive primer, except for Concrete strength at 28 days: 3,000 PSI. perpendicular to studs. members which are to be encased in concrete, spray fireproofed, or E Snow load: within 2 inches of field welds. E Ground snow load Pg = 20 PSF DO NOT ALLOW RELEASE AGENT TO COME IN CONTACT WITH Provide blocking as required for attachment of architectural trim, Including Exposure factor Gs =1.0 REINFORCING STEEL OR HARDENED CONCRETE but not limited to eaves, roof sweeps, and all roof edge details. Steel work shall be in accordance with RISC "Specification for the Seal Importance factor I = 1.0 Design, Fabrication, and Erection of Structural Steel for Buildings." STRUCTURAL DRAWING LIST Thermal factor Ct=1.1 Calcium chloride shall not be used. Provide 2x blocking mid-height between studs In all partition walls 8'-O" or Sheet Number Sheet Name Q��Oc �� Flat roof snow load Pf= 0.7xGLxGtxlxP9 = 16 PSF - Use 20 PSF taller in height. Welders shall be certified in accordance with AWS standard HA Air-entrain all concrete exposed to the weather, omit air-entrainment from qualification procedures. SOOT GENERAL NOTES w The roof structure was engineered for a minimum snow load of interior slabs with trowel finish. Inspections shall be made of all structural framing at completion and at the �,- 20 PSF plus snow drift loads, sliding snow, and increased end of mechanical rough ins prior to installation of irsulation. Under no 5100 FOUNDATION PLAN 80790 snow load on unheated overhangs in accordance with Reinforcing steel:ASTM A613 grade 60. condition shall finishes be installed prior to final Inspection. 5101 FIRST FLOOR FRAMING PLAN ROFESS,oNP�`` D A5CE 7-16. 5102 SECOND FLOOR FRAMING 8,: D Concrete work shall be in accordance with ACI 301-16 and AGI 318-11. JOIST SUBSTITUTION TABLE BRACED WALL PLAN Wind design criteria: 5103 ATTIC FRAMING PLAN Basic wind speed -Vasa =100 MPH; Vat= 129 MPH Maximum slump: 5104 ROOF FRAMING PLAN Exposure classification - C 4 Inches for slabs C C Risk Category II, enclosed building 5 Inches for all other concrete. 5300 SECTIONS AND DETAILS NOYES RESIDENCE Width Trus Joist Boise Cascade Georgia Pacific Louisiana Pacific Coastal Pro 5301 SECTIONS AND DETAILS Lateral load system: Saw cut control joints in ground-supported slabs on grade 25-01" on center 5302 SECTIONS AND DETAILS Light-frame (wood) walls sheathed with wood structural panels maximum. Joints shall be cut within 24 hours of slab pour. Stop reinforcing 5900 3d VIEWS C mesh 6" on either side of joints. Location of joints to be approved by the 2 5/16" Pro 230/300 BCI (30 GPI 40/05 LPI 36 NI-60 Sheet Total: 10 G Engineer. Fill joints with urethane sealant Immediately prior to project closeout. ' I Joists Fishers Island, NY � / Protect open joints from filling with debris. 31/2" Pro 560 BGI 90 GPI 90 LPI 56 NI-90 CONCRETE I�I N. GO V E� Interior floor slab shall receive a steel trowel finish. Exterior slabs and Microllom Versa-Lam G-P LAM LP LVL sidewalks shall receive a coarse broom finish. Slabs that will receive LVL's 1 3/4" 2600 Fb 3100 Fb 2900 Fb 2900 Fb 2.OE CP-LAM C I waterproofing or pavers on a mortar bed shall receive a bullfloat f nish. 2.OE 2.OE 2.OE 2.OE G E N E�L NOTES Conditions Min. Cover Grout and rub all exposed surfaces of foundation walls within 48 hours of B pour. Parallam Anthony Power B Concrete cast against and permanently PSL beam 2900 Fb - - Beam exposed to earth 3 Apply curing compound to slabs immediately following final troweling. 2.OE Project Number; Date: 23-2116 7-25-2024 Concrete exposed to weather Gold weather concrete work shall conform to ACI 306.1. Protect concrete #5 bars and smaller 1"5 Scale: Drawing number: from physical damage or reduced strength that could be caused by frost, Parallam freezing actions, or low temperatures. Use non-chloride accelerating PSL col Versa-Lam - - Anthony Power As indicated . Concrete exposed to weather 2900 Fb #6 bars and larger 2„ admixture in all concrete that will be placed in temperatures below 40' F for 2.OE Columns Columns Designed by. 24 hours following pour. KHC AConcrete not exposed to weather 075 A Drawn b #5 bars and smaller . L L TimberStrand - Fiberstrong LP Solid-Start APA rimboard plus y. KHG Concrete not exposed to weather #6 bars and larger 1 Checked by. All I Joists shall have LVL flanges and OSB webs 1 2 3 4 5 0 7 8 9 10 11 12 13 14 1-9 7/24/202410:46:37 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano & Chamberlain '< b ;, Structural and Architectural Engineering 0 Ynew M M 50 Thorpe Street,Fairfield,CT 06824-572-5 F ,r 203 254--7131 www.dcstructural.com Q, , 300 Of 20' - 0" 13' - 0" 10' - O" Ownership and conditions of use: Drawings and 5pecifcatlons, as instruments of [ 22' - 3 1/4" ] professional service are and shall remain the property of r- — — — — — — — — — — — — — .-- De5tefano �Chamberlain. Documents are not to be I used, In whole or in part,for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of De5tefano e Chamberlain. I I I Copyright 2024 De5tefano e Chamberlain, Inc. Lo � SF � so I -FD- - -SF - - -FD• - — 7 - J - -FD• - r- - - - - - - - - - - - - � if K 5 _ 101/41 5' -10 1/4' 5' -10 1/2" 11 I K — — — � I 1. . L - - — — - - Ir� - - -FD- - -- - - -FD - r- . - -FD - - - - - - - - - �— soo I 'F2 I L [ 23' - O" ] [ - 0" ] [ 23,1- 0„ ] _ - :_. . _;�.; 1 .. . . 3 1/2"m lolly- ,. ;,� -,� 20' 3 1/4" ]. {_ I 0 O i. l I �. �..� I ,I _ -UDC -'--�- r-:-,•UDC �.=� •r`—Up, =:;s - -UD U 1 UJ � '�..i" '�...., ' '\..i• I � • - + . .. :,• . . . • • •- T.O. slab 21 71/4 .. _,- . '. '. -• ' , -• � ' I L - -FD- - - �— � � I -I �. -•� J._ -.; •,. • °,• .• �• • : , '• ; , `• • ,• ' •_' • ; � - •. . -, -12x3/4x12 base L - - - -- •- - - - � : . 1 _ _plate for pipe FD - - - - - -- -FD- - ' . . _ columns -. -. - _- r- - - - - - - - - - - - - - -- - - - - �'' :. '. . + �' 31/2"m lolly : _ •. �• [ 20' - 3 1/4' � H 20' - 3 1/4" ]_ ;�19:=111%4'" 3''I�'4°� 11'1%4'�: I' I H I . f� t « I f . --•�-UDC••�-�;-:� :.;-•- _ •-�:+-UD- �,..,..-,� .. . .. ,. -. .. - . . . . . _ . . , . - . . . _ . . . . . m• I r L J i m > - 3 1/2"m loll 4" 5GH40 PIPE :. I•, , '' : :I' I II -'7,*- G [19''-.1a'1%4, 12Cz' 31/tl"]; •• _ [19'..,171�4''}' - � ' r - - - - - - - - - � LL r L J'. I .I �' r �' 'I I. 4'basement slab z _ :J Revisions/submission: Date Description 31/2"o loll ILL D ��- _',ter°._r- •s'�-•A•.��'� •w-- �S T—'_•'�!- r r- `—�°— _• /._ I FD- F - -r rUD UD-, - UD . .. , . ' ' • , - U, - - , . . tL SF o I 1 " .=C2o :3 1j>a' [10',3'ii4°} �. — — — — — — — — — — — — — - - - SF Controlled fill under porch slab \. , • , j -FD- - -FD- FD- SF SF 2 of NEW SF -FD- - -FED- - �Q'�� CHA 80790 w L - - - - - - - -- - - - - - - - - � North R P� U- I. D 21' - 23/4" 0) 0) 2' - 6" 4' - 0" 2' - 6" 1�' - 1" 2' - G" 4' - 0" 2' - 0' 10' - 0" 2' - 23/4' 2' - 23/4" 2' - 23/4' 3 300 NOTE: NOYES RESIDENGE SAW CUT JOINTS WITHIN GRID 24 HOURS OF SLAB POUR. FILL JOINTS WITH C SEALANT. FOUNDATION PLAN 1/4" = 1-0" Fishers Island, NY 6x6 - 11D/10 Normal weight Sawcut after Footings shall bear on undisturbed virgin soil, controlled fill, or FOOTI N�.J SCHEDULE mesh (•hrpical) conic. W/steel adjacent slab is 2" 4 1 4-" 2" bedrock,free of frost, and mud. trowel finish. placed. Raise mesh on (4)3/4"m anchor concrete bricks. Mark ..," IZe Depth 12elnforCing 2" rigid Stop mesh of joint �t bolts Bottom of footing elevation noted as thus [xx-xx"] on plan are insulation M N I O approxirrate and shall be field verified. F2 2' - 0" x 2' - 0" 1' - O° FOUNDATION PLAN 1 F4 4' - O" x4' - O" 1' - O" (5) #6 B x-x- i2a d =x x�k x=k -x: , =x,.X=X k x x= �} SF denotes stepped footings B Project Number: Date: Ooze O Oo Oo° Oo° Oo° Oo 1 0° Oo° Oo� Oo° Oo° Oo Oo Oo° Oo° Oo° Oo i p0�p0�p0�o0�o0�Q0� 0�0�p0� oo0�0 :- o0�p0�o0�p0�o0� �o0�p0�o0�op Opp _ r- GJ deno-es control joint, see detail on 5100 . 14 23-2116 7-25-2024 1— --- 0 — -FD— denotes 6",� erf. PUG footing drain pipe. Scale: Drawing number: Vapor barrier - � 3/4" plate p g p p Controlled fill Controlled fill Perforated PVG nit I __ or undisturbed 10" crushed stone or undisturbed underdrain piping - see I - -UD- denotes 4 o pert. PUG underslab drainage pipe. As indicated virgin soil Cont. 1x2 key virgin soil plan Designed by. CONTROL JOINT CONSTRUCTION JOINT I 1/4 denotes concrete foundation wall. KHG A I A Drawn by. Soo BASEI�'IENT SLAB A BASE PLATE DETAIL KHG 1 1/2" = 1'-O" Checked by O' 2 4' 8' 1ro' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7/24/202410:46:38 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano Chamberlain ,+.'• _. ws.»s�.dmedG'.aib]'�.LswLvd'd9t%W...nwWNw:A'cmewneaisii....-. .•.•:�auai'...Wn...L.n.:.•va...'or.-...+4r':s-....u.:au..+.._+x.: Structural and Architectural Engineering M E M M 50 Thorpe Street,Fairfield,CT 06824-5725 203254-7131 www.dcstructural.com Vo .. Ownership and conditlons of use: Drawings and Specifications, as Instruments of 5 professional service are and sholl remain the property of 30o DeStefano �t Chamberlain. Documents are not to be used, In whole or in part, for other projects or purposes L or by any other parties than those authorized by L contract without the specific written authorization of DeStefano e Chamberlain. Copyright 2024 DeStefano �t Chamberlain, Inc. so .0. slab 29' -4 5/8" 5THD14RJ 5THD14RJ K — K i (2)11 7/8" LVL flush 4LX soo 2) 11 7/8" LVL 3 1/2"o laliy below PT(3) 2x8 -: l 11 7/8" TJI/Pro series 560 @ 16"o.c. 1 J T.O. deck 29' - 9 3/8" - - - - - - - - - - -- - ------ -- -- ., 1 ' V LX _ _- - _ (2) 11 7/8" LVL flush - (3) 2x6 post abov —(3) 2x8 post abov 3) 2x(3 post above O 11 7/8" LVL 3)11 7/8" LVL flush a ; cal ___ _____ ________ ' ..._.___.___J �____----_-_--- .. •-_-_ -_ _____-_ _-. --._ -__--_________________-_______________________________ ________________ �. _. ._. ________ _____ ----____ ___ ______________ H ________________________ ____ _ _ _ _.._. i 11 7/8" LVL. a) u H v 3 1/2"m lolly below _ •___--___-__ ° `-` === 5THD14;ZJ LJ a ; n� o -u " SGH40 PIPE below v " 5GH40 PIPE below @1 @J a, _J r_ O o �- > — l9 L 3) 2x6 post above (3)'2x6 post above m tcl o - , — - -- --- - ;4 ;1 STHD14 U) (3) 2x6 post abov J 31/2"0 lolly below m m I 1 ' /1. ____________________, r__..____ -_•-_---_--- I 1 I Vl I 1_ , 1 I a 1 7/8" LVL— V 44-11" L 4) 2x6 post above (4) 2x6 post abov 11 7/8" LVL m 11 7/8" TJVPro series 500 @ 16"o.c. Revislons/Submission: r- 11 7/8"TJI/Pro series 360 @ 16"o.c. 1 i\ 30o Date Description T.O. subfloor 30' - 1 5/8" 7 7/8" TJI/Pro series 360 @ lro"o.c. (3) 2x6 post above 3 1/2"o lally below F F `. (3) 2x6 post above LVL flus — T.D. slab H.P. 29' - 10 5/8" 5 � • . . © O 1,77 E 4" slab on grade E over 6" of crushed - -. 2 stone, over soo ` Sea l controlled fill STHD14 H,`Q`�OF Eiy ' 5THD14 STHD1403 ® O O 8Q7 North IO D ��FESStONa�' D T.O. slab L.P. 29' -10 1/8" 3 300 Finished floor NOYES RESIDENCE © 3/4"AdvanTech POST LEGEND G FIRST FLOOR F�A`'I I N O PLAN Fishers Island, NY denotes built-up post below 1/4" = 1'-O" denotes built-up post above Typical joists are 11 7/8" TJI/Pro 360 series, unless noted other✓vise. ® denotes built-up post above and below FIRST F1 OOR FRAr- I I NG Subfloor is 3/4"AdvanTech, glued and nailed down with 8d nails. 11 7/8" TJI PLAN B B HDR denotes (2) l 3/4' x 91/2" LVL. 1-JOIST FLOOR G O N ST2U GTI O N Project Number: Date: denotes 2x stud bearing wall. 3/4" - 1'-O" 23-2116 7-25-2024 _ Scale: Drawing number: denotes interior braced wall w/1/2" GDX plywood. Provide 2x4 As Indicated blocking at panel edges. Fasten w/10d nails at 6"o.c. at panel edges and 12"o.c. in the field. ALL EXTERIOR WALLS ARE AL50 BRACED Designed by. WALLS. KHG A A Drawn by. • S01 KHG Checked by. C 2' 4' 8' 16' - 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 '7/24/202410:46:38 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano Chamberlain 41 ` J Structural and Architectural Engineering w Q M M 50 Thorpe Street,Fairfield,CT 06824-5725 203 254-7131 wwwAcstructuraLcom 0 „ Ownership and conditions of use: Drawings and Specifcatlons, as Instruments of professional service are and shall remain the property of DeStefono$ Chamberlain. Documents are not to be 10 used, in whole or in part,for other projects or purposes or by any other parties than those authorized by L 53ot L contract without the specific written authorization of PT Gx6 PT 6x(3 De5tef6no$Chamberlain. Copyright 2024 DeStefano Chamberlain, Inc. (3)91/2" LVL u 0 tx @J I 5 (3) 71/4" LVL LM I = 7 HDR HDR HDR HDR J 11 (3)71/4 LVL J r 11 7/8" TJI/Pro series 360 @ 16"o.c. r--- -- ------ / V � v lnv o ` HDR X1f� � r� a______________ ry LY.— --- 11 7/8" TJI/Pro series 360 @ 16"o.c. ' r ---------------- ---- —11 7/8" TJI/Pro series 360 @ 16"o.c. HDR HDIR H _--- - - __-- m H W L= �- (3) 11 7/8" LVL flush -J : O ; A tV (rl \ MI _-____ r � �- @J x x G O G - ----------- I (4) 11 7/8" LVL flush - :_:___r'. il----------- -- (4) 11 7/8" LVL flush HDR p� 11 7/8" TJI/Pro series 560 0 16"o.c. I ` Revisions/Submission: 11 7/8" TJI/Pro series 300 @ 16"o.c. j T.O. subfloor 40' - 2 1/4' 11 7/8" TJI/Pro series 300 @ 16"o.c• , Dote Description ryT HD \ HDR -------------- r. F � � 1 v. I (3) 11 7/8" LVL flush ' ' (3)11 7/8" LVL flush i (3) 11 7/8" LVL flush C HDR HDR o = � I l9 I (3)11 7/8" LVL HDR. (3)11 7/8" LVL HDR. ® QU E X 9 E 5301 Seal Of NE;p 6 (3)-51/2" LVL headers I w S3� at bay window (3) 71/4" LVL D N o rth � 8D7I D pROFESSIONP� 8 5301 NOYES RESIDENCE SEGOND FLOOR �t BRAGED WALL PLAN Fishers Island, NY 1/4' = 1'-O" POST LEGEND SECOND FLOOR Typical joists are 11 7/8" TJI/Pro 360 series, unless noted otherwise. denotes built-up post below FRA"1 I N G $. BRACED subfloor is 3/4"AdvanTech, glued and nailed down with 8d naffs. denotes built-up post above B WALL PLAN HDR denotes (2) 1 3/4" x 91/2" LVL. Project Number: Date: denotes built-up post above and below 23-2116 7-25-2024 denotes 2x stud bearing wall. Scale: Drawing number: denotes interior braced wall w/1/2" GDX plywood. Provide 2x4 1/4" = 1'-0" blocking at panel edges. Fasten w/10d nails at 6"o.c. at pond edges and 12'o.c. in the field. ALL EXTERIOR WALLS ARE AL50 BRACED Designed by. WALLS. KHG A A Drawn by 5102 KHG Checked by. O' 2' 4' 8' 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7/24/202410:46:40 PI"I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano Vim. Chamberlain Structural and Architectural Engineering Q Q M M 50 Thorpe Street,Fairfield,CT 06824-572-5 203 254-7131 Www_dcstructural.corn 0 „ Ownership and conditions of use: Drawings and Specifications, as instruments of professional service are and shall remain the property of DeStefano �.Chamberlain. Documents are not to be used, in whole or In part, for other projects or purposes or by any other parties than those authorized by L L contract without the specific written authorization of DeStefano 8,: Chamberlain. Copyright 2024 DeStefano e Chamberlain, Inc. -- ------------------------ 1 1 � 1 K ; 1 ' 1 1 K 5301 ' 1 1 i 1 1 1 1 , I 1 ------a-- --- -- - - -- -- ---- - ---- -- - - - - - + ; --------------------------------------------------- - - ,__s=::::: )5 1/2" LVL:==:=:z------ -='------- .-L---------------- - - - - - - - - - - - - 5301 1 ' A — \ , I > w , , , 1 1 I 1 r 1 , 1 J ------------------------------------------------- ' u p O - ---- ----- ------ ----- ---------- - > X J X H 2x10 CCD16"o.c. H __________________________________________________� m lv, 1 ; -- -- -- - ----- --- , ; G -L------------------------------------ -------/ ' -------(3)51/2" LVL"----- 1/2" --- ------------------------------------------------- J J Revlsions/5ubm Ission: 1 ttl I I U Date Description ; , v I , 1 1 1 F F ----------------------J r- 1 L---� 1 ' (2)91/2" LVL 1 1 • , 1 1 1 , 1 1 1 I I 1 ' , 1 1 � ;I , I ' 1 I I 1 � 1 I 1 1 ; 1 1 I 1 I 1 I ; 1 I E , E I 1 I eal I I 1 1 of NEW HA 1 ,IMP / CID I J I 1 r � � I � � 1 ' ; �. 80790 �V�� ----------------------------------------------------------------------------------------------'D '- D North p �.�FESSIONP� /4X7TI O FIl2vAr'- I I NG PLAN. 1/4' - 1'-0" NOYES RESIDENCE Fishers Island, NY POST LEGEND denotes built-up post below �TTI G Fi�AM I N G PLAN B denotes built-up post above B Project Number: Date: ® denotes built-up post above and below 23-2116 7-25-2024 Scale: Drawing number: 1/4" = 1'-0" Designed by. KHG A A Drawn by. J'5103 KHG Checked by. O' 2' 4' - 1 2 3 4 5 ro 7 8 -9 10 11 12 13 14 15 7/24/202410:4(3:40 PM 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 N N DeStefano & Chamberlain Structural and Architectural Engineering V V4y . 1 M M 50 Thorpe Street,Fairfield,CT 06824-5725 F ''' 203 254-7131 www.dcstructural.com Q, „ Ownership and conditions of use: Drawings and Specifications, as instruments of professional service are and shall remain the property of DeStefano $ Chamberlain. Documents are not to be used, in whole or in part, for other projects or purposes L L or by any other parties than those authorized by contract without the specific written authorization of DeStefano$ Chamberlain. Copyright 2024 DeStefano e Chamberlain, Inc. K 2 1 L� — ------- Z — - —� -------- K — ssoi 5301 I 4 11 — ------------------------------ — — — — - — - - ----------------- ---------- at— -� �� cv 2x12 2x12 — cv _ - - — — W 1 at 16"o.c. at 16"o.c. N ` (2) 2x12 I V (2) 2x12 l ry ° m I I N I I o N i t J v , o ' I I 1 $ �- _ _ I (3) 2x12 (3) 2x12 cv 6 F + �� � IN I1 1I N ° N o ► 1 I_ L L L � � 14" LVL ridge board I I (3) 14" LVL dropped ridge ( 1 W LVL ridge board (Y Oo 0 LJ Unde 11 w H p o Under r �9 1 I cV ssoi I I u cV o x I 1 2x12 ridge board 0 o I rI o m cv } ) 0 (2) 2x12 N I — —Q� — I 9�°y I I cv (2) 2x12 r 2x12 ridge board 1 I 11 A '- - - - - - - - - - -4 LL p II o 2x12 at 16"o.c. 2x12 at 16o.c. ' Revisions/Submission: I a 11 rafters rafters 1 Date Description I o I — (2) 2x12i (2) 2�12 _ �} I o F ' L ry L 1 $ F t , __2x12 _2x12 , a O L I 11 .�-� J— l , O L i X , J c j at 16"o.c. at 16'o.c. _ M ----- --- -- --- - -- 4 � L E $ E 0 X of Wrw CHA co North 8d790 ��G` D O FESSIO1*' D 1200E PLAN NOYES RESIDENCE 1/4' = 1'-0" C Roof sheathing is 3/4" GDX plywood. Fasten w/10d nails at 6"o.c. Fishers Island, NY at panel edges and 12"o.c. in the field. ROOF F2AI ZING PLAN B B Project Number: Date: 23-2116 7-25-2024 Scale: Drawing number: 1/4" = 1'-0" Designed by. KHG A A Drawn by. 104 KHG Checked by. 1 2 3 4 5 ro 7 8 g 10 11 12 13 14 15 7/24/202410:46:41 PM 1 2 3 4 5 G 7 8 9 10 11 12 1 13 14 1 15 2x6 at 16"o•c. exterior 22' - 0" stud walls sheathed with 1 1/2" GDX plywood, block 1 1 5105 51�5 5105 DeStefano N all joints typical ' " N (2) 71/4" LVL - - - - - - - - - - - - - - - - - - - - - -� Chamberlain 1 J,L2x6 jack a s ' . 1 . a, Simpson strong-walls 3 1, , J J �.. . �.-_ _. ... �.. ._:. ._;�... _. ..u_.ti. ;.u .., , king at T.O. slab H.P. 29' -0"' a 1/2" thick x 8 ft tall (trim J J ,) J Structural and Architectural Engineering O jambs typ. J to height in field), with ;,' I„i I _ , _ • , , 7•0. slab L.P. 2 6 J l9 M 50 Thorpe Street,Fairfield,CT 06824-5725 F factory installed • • } 9' _ , 203 254-7131 www.dcstructural.com ci holddowns. See fdn. plan ' •• 2x10 ridge `i L9 for anchor rods 5105 r c 5105 _ 'r t 5105 Ownership and conditions of use: �j " ' } ( Drawings and Specificatlons, as Instruments of professional service are and shall remain the property of o Des1 efano e,Chamberlain. Documents are not to be used, in whole or in part, for other projects or purposes N L 2' - Q" = .• ,, :• :' J L or by any other parties than those authorized by O L (� contract without the specific written authorization of DeStefano �T Chamberlain. cV` J cal Copyright 2022 DeStefano Chamberlain, Inc. L — — — — — — — — — — — — -- — — — — — — — — — -� ALL 4 EXTERIOR (2)-2x6 corner [ 25' - 0" ] •- WALLS ARE BRACED post typ. K WALL LINES K ROOF PLAN ANTIC Fr2�Ai`1ING/B1r:2.AGED WALL PLAN FOUNDATION PLAN 1/4" = 1'-0" 1/4" = 1'-0" 1/4" - 1'-0" V_ arch cw9s GENERAL fore rake detail 3/4' GDX plywood ill; All details shall be considered typical and shall apply at all some and similar conditions. 2x6 cantilevered roof sheathing f 1 J outlook rafters Simpson STHD14 The Contractor :shall be responsible for all temporary shoring and bracing required to maintain the structural 3/4" GDX plywood 2x10 16"o.c. pass thru 2x10 embedded strap stability of the building during construction. roof sheathing rafters notches in first rafter rafters � holddown cast into wall W at 3 corner posts All work shall be in accordance witl- the 2020 New York State Building Code. (5)-10d nails 3/4" plywood 3/4" plywood cl attic deck 2x10 first rafter, attic deck The Contractor shall be solely responsible for construction site safety as well as the means and methods of let into gable studs Continuous construction. See arch dwgs header for eave detail / Simpson H All elevations are? referenced to NAVD 1988. _\ �/ strong walls 38' - 6° 38' - 6" y- H 1�ESIGN LOAarC�S Simpson H2A 7/8" threaded rod 11.. holddown anchors clip (align rafters 2x8 ceiling 2x8 ceiling I S;i cast into wall The structure and foundations have been designed to resist the following loads in accordance with Chapter and studs) 9 Cont. (2)91/2 LVL heade 9 joists joists 16 of the 2020 New York State Building Code, and ASGE Standard 7-16. 1/2" GDX plywood Pair of Simpson h'i5T27 Snow load: wall sheathing — S'1 straps from continuous Ground snow load P9 = 00 PSF header onto each Flat roof snow load Pf= 20 PSF 2x4 blocking between StrongWall segment - 0 G studs at all wall Wind design criteria: sheathing joints Basic wind speed -Vasd =100 MPH; V it=129 MPH Exposure classification - C Simpson StrongWall Risk Category II, enclosed building PT 2x6 sill w/5/8" -* 2x6 at 16"o.c. 2xro at 16"o.c. galy, anchor rods stud wall stud wall beyond Revlslons/Submission: Lateral load system: Plywood shear walls. cost-in plaCED3te a FOUNDATION 31�provide plate washers Sloping garage slab #4 at 12" o.c. Date Description FO U N DAgTI O N F_AA12THWC R< with 6x6-10/l0 mesh threaded gals dowels Simpson STHD14 threaded rod w/dbl. F embedded strap 30' - 2" Crushed stone nut 6 washer at 30 - 2 Sloping garage slab /^ /� �^'� {� F Design assumption: soil bearing capacity is 2 tons per square foot, holddown at corners Cr bottom, locate per with GxG-10/10 mesh ROUGH A— R ENTRY template for � ;= Crushed stone Footings shall bear on undisturbed virgin soil, free of frost, mud, and ice. Q ap StrongWall ui i E i $ Framing lumber shall be Douglas Fir #2, except that wood framing In contact with concrete or masonry, and exterior o = Inspections shall be made prior to tamping the soil or setting footing forms. The Inspector shall verify that — — ' =X<x- =X=x- -x.' x: _ _ x=x Q iD deck framin shall be Southern Yellow Pine #2 or better preservative treated in accordance with AWPA Standard G2. 4djP P P 9 9 9 P fY I 9• P -III,;III o 0 0 0 � IhIIII ;i '� �o " � E soil is suitable for the support of foundations and Is consistent with the soil identified In the Soil Boring Add #5x3'x3' L- p�'pap� p�pap��q ova cu p a p pQ p po p v o ��°0��°0��° All framing lumber and plywood shall be clear) marked with a grade stamp. Plywood shall be APA rated sheathing. Logs. bar at corner tied _•� _a � �< o� ,. . �} -� 9 P Yam' Y 9 P• Yam' 9• c to strap a o m Footing sub-grade shall be compacted using a vibratory tamper or a jumping soil yammer after the soil has — — — — — — — — _ + Laminated Veneer Lumber (LVL) shall be Microllam as manufactured by Weyerhaeuser. E been inspected and approved. °1 n o o ont. o Gant. E Notching in the top and bottom of rafters and beams shall not be permitted. Holes shall not be within 2" of the top or sa _ 2)-#5 l9 ci (2)-#5 Seal The Contractor shall be responsible for all dewatering, shoring, sheeting, or bracing required to maintain a nj N Concrete frostB crl N Concrete frost TSB bottom of the member, shall not exceed 1/3 the depth, and shall be located within the middle 1/3 of the span. safe, dry, and stable excavation. wall � ftg. a wall � ftg. -1 = =1 I Line of existing (= Line of existing Provide Joist hangers at all flush framing conditions. of NE;' No footings shall be placed in water. =III= O =11 I grade Ell O =11 I=1 grade 0 1-- I I I= a�d• III=1 I I- Provide Simpson seismic and hurricane tie at all bearing points of rafters, ridge beams, hips, valleys, and overhang rafter 14t _ •. . -1 I I—III=1 �- - Soil adjacent to and below footings shall be kept from freezing at all times.  — - _- — i,_„, _ -i-III III I I(= 5uitable subgrade _, i, „,—„,—,i —_i i =1 =1 = Suitable subgrade framing, as indicated on the plans. Where no hurricane tie is specified, provide one H2.5 at each bearing point, applied to _III—III-1 -1 I I III—i I I—i I I III , III— below any loam, =i — 11=I I — =ITi below any loam, same side of studs as plywood wall sheathing. 8079- Undisturbed g North A Where suitable bearing soils is not encountered at indicated bottom of footing elevation carry excavations — I -1 I I— topsoil, roots, or Undisturbed 8" 8' 8" topsoil, roots, or D �oFE'SSioNP D deeper as directed by the Engineer. virgin soil 00 disturbed soils virgin soil disturbed soils All light-gage Simpson connectors (such as joist hangers, beam hangers, post caps, post bases, hurricane clips, etc.) shall be Zmax coated where exposed to weather or in contact with ACa pressure treated lumber. Provide a sub-bcse of 6 inches of 3/4 inch crushed stone under slabs on grade. 1 SECTION 6 SECTION Simpson Strong-Tie connectors are specified herein. Substitutions of other equivalent products will be considered on a The Contractor shall verify the location of all underground utility lines, sewers, and fuel storage tanks to case-by-case basis, provided equal load-carrying capacity is provided and there is no additional cost. C C avoid any damage. Contractor shal contact"Dig Safely New York" prior to any excavation. 5105 1/2" =1'-O" 5105 1/2" = 1'-0" NOYES 1�ES�I�ENGE Thru-bolts, carriage bolts, and lag screws shall be hot-dipped galvanized type ASTM A307, including their associated Backfill shall be compacted granular soil with not more than 10gc passing the #200 sieve, and free of ' nuts and washers. debris and organic material. If on-site soil does not meet this specification, the Contractor shall bring in soil GO N G RETE G G from off-site at his own expense. Expansion bolts and epoxied bolts shall be stainless steel, including their associated nuts and washers. Concrete strength at 28 days: 3,000 psi. FISHERS ISLAND, NY Where footings care below the grou ldwater elevation, place 6 inches of crushed stone under footings. Provide oversize washer at all sill plate anchor rods., Simpson BPS 5/8-3 bearing plate (3" x 3 Go. x 3" plate w/ Crushed stone shall be placed after the subsoil has been inspected, and approved. DO NOT ALLOW RELEASE AGENT TO COME IN CONTACT WITH REINFORCING STEEL OR HARDENED slotted hole) or equal. Anchor rods shall be 5/8"m galvanized A36 rod with 8" embedment � 2" hook, spaced 32" o.c. CONCRETE unless noted. Exterior footings bearing on soil shall be at least 42" below finished grade. G�5GE Calcium chloride shall not be used. G.G. shall coordinate layout of framing members such as rafters,joists, and studs with locations of light fixtures, �^ CONTROLLED FILL recessed electrical devices, HVAC ducts, diffusers, ceiling treatments, paneling, millwork etc. with the responsible trade STRUGTU�L PLANS B Air-entrain all concrete exposed to the weather, omit air-entrainment from interior slabs with trowel finish, and the architect. B Material used for controlled fill shall be clean bank run gravel or recycled aggregate, containing not more than 10 percent by weight passing -he #200 sieve. The maximum size of gravel shall be six inches. Reinforcing steel: ASTM A615 grade 60. At all exterior walls, and where plywood shear walls are indicated, minimum nailing required shall be 8d nails spaced 6" o.c. Project Number. Date: along all panel edges, and 12" o.c. in panel field, unless otherwise shown on the drawings. Provide (2) 2x4 blocking Samples of fill material shall be subjected to a sieve analysis and a Modified Procter moisture-density Concrete work shall be in accordance with AGI 301-16 and AGI 318-11. between studs to support all plywood panel joints perpendicular to studs. 23-2116 7-25-2024 relationship test, ASTM D1557 to determine its maximum density and optimum moisture content. Scale: Drawing number: Maximum slump: 4 inches for slabs, 5 inches for all other concrete. Provide blocking as required for attachment of architectural trim, Including but not limited to eaves, roof sweeps, and all As indicated Fill material shall be placed in layers not to exceed 8 inches in thickness and compacted with a vibratory roof edge details. roller to 95 percent of the maximum dry density obtained by test. Interior floor slab shall receive a steel trowel finish. Designed by. Inspections shall be made of all structural framing at completion and at the end of mechanical rough Ins prior to installation KHG A Fill material shall be compacted at or near the optimum moisture content. Grout and rub all exposed surfaces of foundation walls within 48 hours of our. of insulation. Under no condition shall finishes be installed prior to final inspection. A P P P P Drawn by. KHG A qualified inspector shall inspect the subgrade prior to placing controlled fill, and inspect the placement Apply curing compound to slabs immediately following final troweling. and compaction of the controlled fill. Each layer of fill shall be tested by a trained technician employed by 0' 2' 4' Checked by. a testing laboratory. 1 2 3 4 5 6 7 8 0 10 11 12 13 14 15 7/24/202410:09:56 PNI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2x6 exterior wall 11 7/8 LSL Spaced decking on w/1/2" CDX plywood tapered PT 2x 2x6 exterior wall 2x6 exterior wall P sheathing 30' -1 5/8" sleepers 2x6 exterior wall w!i/2" CDX plywood w/1/2" CDX plywood P 30' -1 5/8" T.O. slab H.P. 29' - 10 5/8" w/1/2" CDX plywood sheathing N sheathing PT 2x6 sill plate sheathing PT 6x6 N DeStiefano 30' -1 5/8" (3)11 7/8" LVL flush T.O. slab L.P. 29' -10 1/8" LSL rim board 6" of crushed 30' - 1 5/8" LSL rim board LSL rim board stone 29' -9 3/8" 30' -1 5/8" Chamberlain PT(2)-2x6 sill 11 7/8" TJls _;-- 0 0 0 0 0 0 0 0 0 0 d 11 7/8" TJIs ii ^ 0 0 PT (3) 2x8 PT 2x8s 11 7/8" TJ Is 111-11 •' �o�o�o�oo� �o�o�o�oo�o o plate - 3/8" o oao oao oao ogo G oD,o ogo Goo ogo oao 0 0 �, 4 : � :a 11 7/8' TJls #4 at 12'o.c. 2x8 keyway . m ■ t j ; y y d Structural and Architectural Engineering ❑ ❑ M - c _ - � PT(2)-2x4 sill dowels In receive�lalb o ro° LSL rim board l- - T . . PT e2)-2x6 sill P E -I I ! T (2) #5 TSB plate 's I!I- P M 5Q Thorpe Street,Fairfield,CT 06$24-5725 op • a E PT (2)-2x4 sill 203 254-7131 www.dcstruetural.com Q „ (2)-#5 TSB plate (2)-#5 T$B 10" pier (2)-#5 TSB Controlled _ fll < •;°- Drainage insulation _ Ownership and conditions of use: Drawings and Specifications, as Instruments of and waterproofing professional service are and shall remain the property of .d Ln - _ `' system a DeStefano Chamberlain. Documents are not to be Drainage insulation , Drainage insulation Drainage insulation d• and waterproofing and waterproofing + and waterproofing +' used, In whole or In part,for other projects or purposes L21'_- ° d L or by any other parties than those authorized by system Bentonite system p — — system p _ _ Bentonite contract without the specific written authorization of waterstop 'I=1 I I=� I I=11 III=1 6" perf, PVC ftg. d': waterstop DeStefano �Chamberlain. 6" perf. PVC JIn 9a 6" pert PVC ftg. 6" per£ PVC ftg. Bentonite a CI`�_•I;I.,, drain encased in Copyright 2024 DeStefano Chamberlain, Inc. 21' -71/4" , drain encased in '4 ' a waterstop drain en eased drain encased in 2' - 0" a filter sock and filter sock and filter sock and f iter socc and i oot _ Basement slab bedded in crus t slab Basement slab footing form stoned in crushed 21' - 71/4" b bedded in crushed bedded in crushed ° stone - Basement slab stone = stone ° 21' - 71/4' a,• ' -AC- X= -=x=R-tX=Y �• -.d- ► x :" d. .-�c-;1C -x-x-X =X-X-�X •• •••. x-4c=x--ac—x-�S—X x=-X�x K �oOo�O��O �OOo�O4 0 o 00 0>0 oODo> Doo Ad o e o 0 0 0 0 o O° Ooo 00�00° O< oo Qom o� �Qo • o °po gp goo 0 go oDo 04o ODo ODo 0 o G d p _ �o�0 <Po 0 • , �O�p o�0 K 0 o O�o Ogo 0o Ogo ogo 0° a 4, •b o Oo° Oo° Oo° Oo° Oo4° a< oo = e o Ogo Ogo 0o ODoo Ogo G ° Ogo O oo °o Ogo Ogo G% 0 0 0 0 0 0 0 0 0 a 0 0 0 -- Undisturbed I I I I III 1 II I I Undisturbed _I II I II I II''I l Undisturbed ' =111= '' Undisturbed virgin soil 4" perf. PVC, virgin soil virgin soil 4' perf. PVC virgin soil 4' perf. PVC; 10" 7" 7' 10" 7' underdrain underdrain underdrain 1 SECTION 2 SECTION 3 SECTION 4 SECTION J 30 1/2" = 1'-O" 30 1/2" = 1'-O" 30 1/2" = l'-O" 30 1/2" =1'-0" PT6x6 post Simpson ABUOG ' d-` #4 nosing bars 29 - 4 5/8" 30' - 15/8" Wall reinforcing ' 48" max. , 'a : •. - '° Built up LVL (2) #5 T$B Stone H beam 2 ` Match wall reinf. H ,; .. treads and .°• . III _ risers AX 11 7/8" TJIs — 11 < d u• nd,j.F a Xa X-X-X 20" lap) tQ ��`� Do ODo ODo ODo p •a • a ° ' \ 40 bar m ^+, 2' '� o oa���a��a��a���oQO oao 4 —• _ 6• _ • - d \ \7 a� ..:'�• �", oO�ooO�p°O�pOO�pOO�ooO�o"�pQo _ � o ODo ODo o�o oDo ODo ODo Do ogo LSL rim board —)I 1=1 'da o�o�o� �o�o II-ICI-I�I-I�1 I ,.•. . 'a; — - - - - - - - =I�1.1111 Oo oogoogoogoogoogoogoog00000000go ;I I-I -I I-III _ , -• 00�00�00�00�00�0W 0��000000 00�00�00 a. (4) 4" SDS screws 1/4"x8" cap plate, notched I I1=1I I=1II�,I I1- =1II • . g PT(late oODoO i n n�oo oODoG oODo •+.'. Oo 0 2 #5 TSB' Oo Oo Oo° a•. -III I I ITI I=1 I _ ,•d= e 0 0 { )- 0 0 0 0 . sill plate • = a 6 6" ooDoODo040o40o- oODoO owpo-O ODoODoOO G into wood beam III=1 I I-I .•® (2) #5 x 4'-0' ° 0 0 0 0 0 0 ogo 0 0 0 0 ° ° ° ° ° ° ° ° I I -_I I I I I •.° �' •y'a•< _ °,� -a -' : . , . • ��00�,�00���O��oO��n�o n..o n�o�0�000 00�000 HSS col., see _ _ ° o ogp ogo oDoo Oo �Grushed stone;o ogo go Ogg _a 2x4 i I I Openings less than 12"m , - 00 00 00 0 0. 0 0 0 00 0 00 1/4 Level, undisturbed II-I' =1I1=1I1=1I1=1I1=1II-I11=1II- Oo�o0�po0o� d�o0�backflh v 0 �00�,00 keyway plan for size I o 0 0 000 0 0 oDo 000 0 40 oDo ODo ODo y -I 1=1 1=1 I-I I-I 1-I{I- c ogo 0 0 000 000�00��00o�o0g,,o0°�00° 00° 000 virgin soil ,- III- -I d._ 0 0 0 0 0 0 0 0 0 0 -1I I- III-I 11- p�000�oap�o o�O�p�Drainage insulation o°000�oDo 12" min. .• ° d-• ;�. (2) #5 full height ° I .•w'd a. - O�0o0�0000o0�0°Oand waterproofing�O�0o0�000 Revisions/Submission: < ° o oao 000 go o°ao go oao oDo ° • . °a Oo0°Oo0°Oo0 Oo0°Oo sterr�o LVL. TO STEEL CO N N EGTI O N t 6Y o�o o�o Apo Apo Bentonite —_ o O�o oDo oDo ogo UDo SOD Ogo ODo oDo ODo ODo oDo 00 00° 00° 00 00° 00° 00 00° 00° 00° 00° 00° Date Description 3/4" _ ,-o" STEP FOOTING DETAILFOUNDATION = 0�o0�$O�o0�,00�000�00�,00�000�00�00�00�,00 waterstop FOU NDATON WALL OPEN I NGS 000°o0 0og�og�og�og�og�o perf PUG ftg. ' 21' -71/4" F 1/2" = 1'-O" O , a 0000�00�00 drain encased in o0 00 00 a" 4 Oo0g0�Oo0p0�f Iter sock and �OGA�p0�p0o0p0 •d., Basement slab d _'I l gi I I=1 11- g°obedded in crushed D g5.La Grid stoney oDo oDo :- "o0VOo0oDo0o0o°000 0°00000 ,s a ,•. -X—X—X ,;x�C=X= 1/4" leveling plate Base late w/ 6" 1' - O" 6" gD,gpo</n > - set on 1 1/4" non- P (3) 2x6 post OQO�o 0 p�0 0 00 < • oOQo o 3/4'm hooked shrink grout anchors ° o`�WA po0o o a •• °d 000000000 < I Simpson STHD14 embedded holddown Undisturbed Top of slab Slab on grade strap (use RJ model virgin soil of 7' 11 10" 7' 4" perf. PVC E elev., see Ian E P I underdrain Vapor barrier at rim joist conditions). Seal Floor joist, lap over beam x x�xX=x�X x�x,jz-X�c-K I �c-x x �-X• =x-x�x-X rX ; d °. e r pf Nf�, poo poo pOoopoo poo Oo°poo°pOoopOoopO r _ ; d•. _ O 5 SECTION #4 dowel at �� Hq 00�00�ppOd'o0�o0�'0 ~ 00�00�00�00�'00�'0 • ..A A each tread z Do ODo olJo oDo O o 04 (� •,,d .. Do oDo O o O/Jo ODo O .•.e. -: : .. � °, -g �: O Q00 Q00 QUO �Og QUO •. .,' --- ° e- '-, e O O q�g �Og QUO QOg • d• °• -. '• 30 1/2 = 1'-0" Wood beam, see plan o0doo0�00�00�00�� =.a I' -- =�. 00 008o0�Poo0opo0�o . • a 9 GA, cap plate, nail to beam �o^Q°^a°^Q°^ oov o�ao oo�oo�o I=1I = 8079u w I I-1I I • - X— °'a. • A. •. Ooo poo poo poo 1990 S10Nt�_ Refer to Foundation Crushed stone o0�,00�,00�o0�oC D D Plan and Footingo° o0 00 00 00 OLDOWN DETAIL, �" 0�0og0�OogC o�po�o�o�o. ` o 00 0o Doq oo ac Schedule for Undisturbed virgin 3/4„ _ 1'-0" -I I I. I II III p0�p0�p0�D0�o�c dimensions and soil or bedrock og o0g o0g o00 00° reinforcing 00�ooO�o0�o0�oC 4" min. Do 00o ODo oDo ODc PT 2x6 sill plate 12" max. 0o0p0o 000>�000�,0gC 16 GA. tube COLUMN FOOTING DETAIL Simpson BPS 5/8-3 oho 00�o�oc NOYES RESIDENCE bearinglate 32" max. spacing a O o oDo 00 c P 6" ; 8" 00o g0 0 - Q 1/2" = 1'-0° 3'-O" ao oao ao c o�00 `Crushed C ° ' Concrete fill O O O O ;:• 0g�0g�p0g `stone C ohoacoo II Fishers Island, NY �' X x , . o poo Oo0 poo Oo0 C 32" max. spacing 5/8"m hooked rod w/ o 00 0000 0`�'o°D000°oc min. of 7' embedment d ; p0�p0�o0>�pO�pC d tV Sill plate joint (�t Do ODo ogo oDo oDe ° — •; d < . ° ;~ 4' min. . ' 0o0a,0p0�0o0>�0p0>�OpC 4. 1/2" max. Minimum of 2 anchors gp ogo oDp oDo oDc SECTIONS AND 9 GA. base plate, fasten w/ � •�'°�• -• ,�a• -•"y- � 12" max. 0 00 poo poo Oo0 per sill late ••_ d'.- 00�, O�o0�o0�oC Basement floor slab Topcon fasteners to footing P P • - goo�oa 000 goo ge °�'�a°���o�oa°���� DETAILS . ° ogo ° o0 2'-0" x 2'--0" x 12" . p 000 000 000 0 C B Jamb stud 4" min. Stud wall g°o g°o g°o gc B thick footing 12" max 0O�040�0o0�aC Project Number: Date: •d: . - � 1'-0" - PT 2x6 sill plate •,III, ,III, i- -^ •dv. .,°•a P•" ° 4 a _Q e _ „"• - • •.a d; 23-2116 7-25-2024 Do Do �. + - - Scale: Drawing number: _ OQpO00p ° A Q ° ••Q tQ - -• - - - ` p c 4• a• As indicated da,: Size and vertical spacing of bars tl Designed by.,d n<a shall match the spacing of the e • q ° .: d .. '. _ • - - - continuous horizontal wall ° `- ' . •d^ °'� _ 6 TON KHC 11-I-III I I-I I-I I_ d. • ^ a - ° A I I--= I- reinforcing. 1' - 4"°mcx. 32" max. spacing 30 1/2" - 1'-O" [� I;I�III�I�I;,II g - A Drawn by. 5300 KHG LALLY GOLUI IN AND FOOTING CORNER WALL REINFORGING ANCHOR BOLT PLAGEI"IENT DETAIL 1 � pil Checked by 3/4" = 1'-0" 3/4" = 1'-0" 4 _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7/24/202410:46:42 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N 2x12 rafters (2)14" LVL flush ridge N DeStefano 2x4 ridge ties 16"o.c. 2x12 rafters Chamberlain Line of 2x12 rafters beyond F - - ;- - - T - - - - - - - - - - - Structural and Architectural Engineering Q E - � 6X6 � � � � � I"I 2x12 2x6 exterior M 50 Thorpe Street,Fairfield,CT 06824-5725 2x12 rafters rafters post 2x12 rafters Double-wide stud wall 203 254-7131 www.dcstructural.com Q � 3/4" GDX hanger Four total Simpson 2x6 soffit plywood 14' LVL ridge boar MST 27 straps 3/4" Ownership and conditions of use: 2x10 cig,joists . ' J AdvanTech Drawings and Specifications, as Instruments of (5)-10d nails (2) 2x12 i professional service are and shall remain the property of Line of 2x12 De-Stefano�Chamberlain. Documents are not to be used, in whole or in part, for other projects or purposes Simpson H2.5 rafters beyond (3) 14:' LVL dropped ridge L or by any other parties than those authorized by P L — � � ' � � '� LSL rim board contract without the specific written authorization of 2x12 rafters, 2x10 cig joists nailed to I joist DeStefano�Chamberlain. notch to receive Copyright 2024 DeStefano £Chamberlain, Inc. 2X10 cig. (2)-2x12 joists 2x10 ceiling joists (2) 11 7/8" LVL 11 7/8" TJI's 1/2" COX 2x block inside K plywood 3) 5 1/2" LVL hangerrafter under 1/2" GDX LSL blocking plywood panels Vo"o.c. K 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5301 3/4" = l'-O" 5301 3/4' = l'-O" 5301 3/4" = 1'-0" 5301 3/4" = 1'-o' 5 SECTION. 5301 3/4" =l'-O" W J v / J Simpson V_ L90 clip (2�Ledger lok screws 16"o.c. H 3/4, GDX 2x6 exterior 2x12 ledger with (3)- H plywood ledgerlok screws 16"o.c. w wall 2x12 2x10 rafters 2x6 block under rafters 3/4" GDX plywood 2x12 2x8 cig. ea. porch rafter rafters Add blocking Blocking under each rafter joists between joists 2x12 roof jolsts over partition 2x10 porch P p toper-cut to rafter lapped 3/4" GDX plywood with main rafter edge G 2x8 roof joists — Simpson H2.5 _ _ Simpson H2.5 / G Simpson i H2.5 clip Simpson7 11 7/8" TJIs , _ - 2x10 cig.joists Revisions/Submisslon: H2.5 clip 2x10 ci7ig.joists (3)11 7/8" LVL flush Date Description (4) 11 7/8" LVL flush Notch ceiling Simpson (3) 71/4" LVL Simpson joists and rafters 2x6 cl H2 clip H2 clip F g� F 3) 11 7/8" LVL HDR. over beam joists Simpson GGQ or 2x6 stud wall with EGGQ column cap 2x6 stud wall with (3)51/2" LVL Simpson GGQ or (3)71/4" LVL 1/2" GDX plywood 1/2" GDX plywood EGGQ column cap PT6x6 post (2).9 1/2" LVL PT roxro post 6 �.,.�- ECTION 7 SECTION 8 SECTION E 5301 3/4. = 1'-0'. 5301 3/4" =1'-0" 5301 3/4" =l'-O" E Seal of Nrh, C-3 GHA a� I � w 2x6 exterior 80790 wall w/1/2" 2x8 ledger w/(2)- 2x6 exterior wall 90FEssIDNP`� D Simpson H2 clip GDX plywood Simpson H2.5 clip LedgerLok D screws 16"o.c. 2x10 rafters 2x1O rafters 11 7/8" TJIs (5)-10d nails — — J Simpson NOYES 12ESIDENOE H2.5 clip (3)91/2" LVL G 2x8 roof C Simpson GGQ joists Fishers Island, NY 11 7/8" TJI's or EGGQ L5L blocking column cap panels 16"o.c. (3)11 7/8" LVL flush 2x10 ceiling PT 6x6 L5L nailed to I joist rimboard joists SECTIONS /AND 2x4 cig joist post (2).91/2" LVL B (3)71/4" LVL (2) 91/2" LVL B DETAILS Project Number: Date: 23-2116 7-25-2024 9 SECTION 10 SECTION 11 SECTION Scale: Drawing number: 5301 3/4" = l'-O" S301 3/4" 3/4" = 1'-0' Designed by, KHC A A Drawn by. SO KHG 0' 6" 1' 2' 3' Checked by. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7/24/202410:46:43 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 1/2"m hole may be cut - " •.w� D1 D2 C N �l Hole zone anywhere in web '- DeStefano N 2x diameter of the D1 D2 outside hatched zone (2) 8d nails ZL largest hole (minimum) _ Ch:"FM"1IiM7r�"III`ITPb'a merlain i— - - - - - - -� J -� R1 ry� 2x6squash l9 l9 blocks (2) 8d nails ;w _ i 4 ' Li 2 x Rl L2 2 x L2 Ell chite Structural and Architectural 1/3 span Allowable hole zone 1/3 span 6" 6 6 "r c hit lctural Engineering � S 0? op 77 7 '�e- 7'� middle 1/3 span Flush M 50 Thorpe Street,Fairfield,CT 06824-5725 203 254-7131 www.cdcstritctural.com V... SQU/ASH BL.00K DETAIL Ownership and conditions of use: Notes: Distance from end support (DI) Notes: Drawings and Specifications, as Instruments of • Allowable hole zone suitable for uniformly Joist Depth Radius of Round Hole Size (R1) Square or rectangular Hole Size (L1) Do not cut holes on cantilever professional service are and shall remain the property of loaded headers and beams only. reinforcement Small gap (1/4"±) DeStefano 6 Chamberlain. Documents are not to be • Round holes only 1" 1 1/2" 2" 31/4" 41/2" 51/2" 6 1/2" 2" 3" 4" 61/2" 8 7/8" 11" 13" used, in whole or in part, for other projects or purposes No holes in cantilevers 91/2" l'-6" 2-0" 3'-0" 0-0" - - - 1'-G" 2'-6" 3'-6" 5'-6 Do not cut or notch flange. L " - - or by any other parties than those authorized by L M -aximum round hole is 2", unless coordinated 11 7/8" 1'-0" 1'-O" 1'-6" 5'-0" 8'-0" - - 1'-0" 2'-0" 3'-6" 7-0" 8'-0" - _ contract without the specific written authorization of 14' 1'-0" 1'-0" l'-O" 2'-ra" 0-0" 9'-0" - 1'-0" 1'-0" 1'-0, 6'-0, 9'-O" 10'-0" _ DeStefano Chamberlain. with engineer Leave 1/8 web at top and bottom of hole. Copyright 2024 DeStefano$Chamberlain, Inc. i'-O" 1'-O" 1'-O" 3'-O" 6'-6" 10'-O" 1'-O" 1'-O" 1'-0" 5'-0" 10'-O" 11'-O" 12'-0" " (4) 8d nails /ALLOW/ABLE HOLES LVL HE/ADERS AND BE/AI�'IS For simple-span of(5 minimum), one maximum size round hole may be located in Distance from end support(D2) the center of the joist span provided no Joist Depth Radius of Round Hole Size (R2) Square or rectangular Hole Size (L2) other holes occur in the joist. Tight fit 1" 1 1/2" 2" 3 1/4" 41/2" 5 1/2" 61/2" 2" 3" 4' 6 1/2" 8 7/8" 11" 13' K Holes thru joists to confirm w/ 91/2" 3'-0" 4'-0" 5-6" 9'-O" - - - 1'-6" 2-6" 3'-6" 5-6" - - - PLYWOOD WEB STIFFENER K manufacturer's chart 11 7/8" 2'-0" 3'-0" 4'-6" 8'-0" 12'-0" - - 1'-0" 2'-0" 3'-6" 7-0" 8'-0" - - 14' 1'-0" 1'-0" 2'-0" 5-6" 8'-6" 12-6" - 1'-0" 1'-0" 1'-6" 6'-6" 9'-0" l o-O" - Z"— Piping � conduit 16" 1'-O" 1'-0" 1'-0" 2'-6" 7'-O" 11'-O" 15'-O" 1'-0" 1'-0" 1'-O" 5'-O" 10'-O" 11'-0" 12'-O" 360 series joist (2 5/16" flange) - 2 LA 1/2" plywood 2x stud wall - 560 series Joist (3 1/2" flange) - 2 LA 5/8" plywood Distance from end support pi) WEB STIFFENER DETAIL � .. ... -7— Ell Joist Depth Radius of Round Hole Size (Rl) Square or rectangular Hole Size (1-1) ( n 6" 7' 8" 10" 12" 14 3/4" 16 3/4" 4" 6" 7' 8" 10" 12" 14 3/4' 16 3/4' v , J 18" 1'-0" 1'-0" 2'-O" 4'-O" 5'-6" 9'-6" - 1'-O" 3'-0" 4'-6" 6'-O" 10'-D" 11'-O" 13-6" J 20" 1'-0" 1'-0" l'-O" 2'-0" 4'-0" 7-0" 10-0- l'-O" 1'-6" 3'-0" 4'-6" 8'-O" 11'-6" 13'-6" 15-6" I 1 3/4' LVL each Distance from end support (D2) Double LVL beam I joists side of wall Joist Depth Radius of Round Hole Size (R2) Square or rectangular Hole Size (1 2) Timberstrand 1 1/4* LSL LVL blocking panels 6" 7' 8" 10" 12" 14 3/4' 16 3/4' 4" 6" 7' 8" 10" 12" 14 3/4" 16 3/4" rimboard closure nailed to I- G.G. to coordinate beam versus 18" 1'-0" l'-6" 3'-0" 0-0" 0-0" 14'-6" - l'-O" 4'-0" I -0" 9'-O" 14'-6" 10-0' joist at 24"o.c. blocking approach with all 20" 1'-0" l'-O" 1'-0" 3'-0" 0-0" 11'-0" 15'.0" T (77 1'-6" -0" 7-0" 12'-6" 16'-6" 19'-O" 20'-6" H W BEAM respective trades B LO G Q N G 0— rr-D/A1r:ZY)1A1.LEL BEARING P/ARTITION SUPPORT DETAIL ALLOWABLE HOLES — TJI JOISTS Flush beam Flush beam 1 1/4" timberstrand LSL trim board or as specified on TJ-xpert framing plan if I joist blocking in first C' applicable — three bays at 32"o.c. G R 1 I"I BOARD ID ET/AI L JOISTS p/AR/ALE L TO WA L Revisions/Submission: One 10d (3") box or 12d (3 1/4') box nail 1 stud as trimmer Dropped beam e Match # of plies I Date Description each side of joist at bearing, 1 1/2" each side of beam 2x studs at Ply minimum from end to minimize splitting I I 16"o.c. I I I wood sheathing F (typical) Match # of plies Dropped beam I I I F Shim as req'd of beam 3-studs 1 stud as trimmer 1 jack up to 4'-0" span ( I I I I I 2 jacks up to 8'-0" span 3 jacks for all other spans unless note otherwise Nail may need to be driven of an BUIL1�—Up POST DETAIL j Plywood joint angle to minimize splitting of 3/4" = 1'-0" I bearing plate I (,!� I l y/ 2x4 blocking Load bearing wall above '� I g E J O 1�T /ATT/AC H r" I E N T ATB E/ARI N G (must stack over wall 'l l / � � 1���� E below) Seal Simpson beam hanger per i / schedule �I� of NEK. 11/4" timberstrand LSL trim board or �P=� CHA as specified on TJ-xpert framing plan if a� applicable (2) 1 3/4" wide LVL's, some ° (2) l 3/4' wide LVL's, some ram,,,,'" I"'"IC/A\R WALL BLOGKI NG �� � depth as joists ° ° depth as Joists 80790 ��w� .,�OFESS10Np�' D ° D ° Simpson "ITS" or "IUS" • series joist hanger One 10d (3") box or 12d (3 1/4') box nail each side of TJI joist at bearing, 1 1/2" ° minimum from end to minimize splitting NOYES RESIDENCE (typical) TJI blocking panels ° G ° G Nail may need to be driven at an 2x6 squash block (0) 16d nails each side ° Fishers Island, NY angle to minimize splitting of of hanger Web stiffener each bearing plate side of joist RI"I D I T RI WOPENINGF I`'I I [DETAIL, For 2-ply LVL's SECTIONS AND TJI JOIST ATT/AGHI IENT AT BEARING INTE E /A E BE/A NG /ALL R,A NG Minimum of rows 10d (31/2") nails at12"o.c. DETAILS Minimum of 3 rows 16d (3 1/2") nails at 12"o.c. B for 14', 16" and 18" beams B Project Number: Date: For 3 or 4-ply LVL's 23-2116 7-25-2024 Two rows 1/2"o carriage bolts at 16"o.c. Three rows 1/2"o carriage bolts at 16"o.c. for Scale: Drawing number: W, 10" and 18" beams As indicated CONNECTION OF BUILT—UP Designed by KHG A A Drawn by. 5302 0, 6" T 2' 3' KHG Checked by. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7/24/202410:46:44 PM 1 1 2 3 4 1 5 ro 7 8 9 10 11 12 13 1 14 15 7� loll N DeStefano & Chamberlain 28 -10" I 28 - O ` ' Structural and Architectural Engineering 0 Q M 28' -10" M 50 Thorpe Street,Fairfield,CT 06824-5725 w 203 254-7131 wW'T Acstructural.com Wt . 29' - 11 3/8„ =- 29' - 21/8" - -1 5/8" Ownership and conditions of use: ' 113/8" 2T Drawings and Specifcations, as instruments of professional service are and shall remain the property of DeStefano�Chamberlain. Documents are not to be - a t used, in whole or in part,for other projects or purposes A. :y or by any other parties than those authorized by T; u , c written au oriza on L. contract without the specif itt th ti of De5 efano Chamberlain, Copytright 2024 DeStefano e Chamberlain, Inc. , p , K a I K ,1 1 y , I 1 . 1 t J . . _ 29' -11 3/8" y J H T •- 28' -10" H G G '!^ Revisions/Submission: Date Description F F = � FOUND/eNTiON 31D i L ` E E of NF;P TT �• j / w 0 a t _ FESSIO P� ' j —==- NOYES RESIDENCE Fishers Island, NY 3d VIEWS B B Project Number. Date: 23-2116 7-25-2024 Scale: Drawing number: Designed by. KHG A A Drawn by. KHG Checked by. DG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 7/24/202410:40:50 PM