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Home My WebLink About49696-Z ��o�SUFFot,�coG TOWN OF SOUTHOLD ` BUILDING DEPARTMENT y z 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#: 49696 Date: 9/14/2023 Permission is hereby granted to: Ottomanelli, Joseph 116 Oxford Blvd Garden City, NY 11530 . 1 To: demolish existing dwelling and construct a single-family dwelling as applied for per SCHD, DEC & Trustees approvals. At premises located at: - 250 Midway Rd, Southold a� Ia5 V0, Lo SCTM #473889 C.0ne4r C41'0A I lD+ Sec/Block/Lot# 90.-1-9 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 3/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,004.40 CO-NEW DWELLING $50.00 Total: $3,054.40 Building Inspector FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) d ------------------------------------- FOUNDATION (2ND) G y ROUGH FRAMING& �l Q PLUMBING a �i � r INSULATION PER N.Y. STATE ENERGY CODE 1 ' FINAL ;f ADDITIONAL COMMENTS ac 3 a 541 wo a 62 -)-Gv re c a A o m 1 W (� ti v\ V O z x 5�fE04,rooG; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Qy�� jog Telephone(631) 765-1802 Fax(631) 765-9502 baps://www.southoldtownny_gov_ Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use Only I } I ; � PERMIT NO. Building Inspecto3gr: JUN 2 6 2023 . 5 r> i t, .�. `' ., Applications and forms must be{filled out m their entirety Incomplete A applications rill,not be accepted Where the,Applicant is novin owwner;an� � �'-a�,P tI','�v�Fp'!, Owner's A�Jthokzation'for Pa Zj shall¢'be completed ,w� ��s�1'*'A"i/�✓f/s ae ��/,/!�l(/�� r� Y'be �;` "' ,' '. � T.k�+sf`„ '��s.=xr.�. Date: June 6, 2023 OWNER//S OF PROPERTY a.:. E Name Josephy Ottomanelll scTM#i000- 90-1-9 Project Address: 250 Midway Road,Southold, N.Y. 11971_ Phone#: 917-306-2208 Email: Mailing Mail Address: 116 Oxford Blvd arden CI N Y 11530 ... .._... ..,r...,�.,.�� u..u.�.-.�.._. ..�. .�m,. 9 �!�N_...,„.��M..-..w�v__N.�w_u.-w. .,,.��,.•. .. .,.µ. ., . .,..�a_..__..,._.w .�n,....�»u . .a_, . �gp iyp,,. '�./;,�= 0 Name: Michael A. Kimack Mailing Address: P.O. Box 1047 Southold N.Y. 11971 Phone#: 516-_658-6807 Email: mkima6k2 verizon.net ,�, .�-S a,'� n s ,z+r .•a,..,,,aa,e'm -�:rvX sxh 'h` t a '� DESIGN rPROFESSIONAL INFORMATION w =n Name: Henry Bradford MGuwstayson, RAw Mailing Address: 152 Madison Avenue, NewgpYork, N.Y. 10016 Phone#: 212-251-0212_ _ Email: architects.com CONTRACTORINFORMATION. � �hy � �!{�i x, 4�gog � �� •, . +'- - .a• .•tu+:+$. ra.xaa,�' „/„ .� ..�"`..';.:u, ��v "e.a�� :;�'.f,., �h., > ='w":� ,��, �'�s�� ,�aA�`✓s','✓fr�,�r/I,r%� ti�'f�F,�.;'�` ,z., 1'J S'�, r Name: TBD Mailing Address: Phone#: Email: �;€�s�rr�us,{,�M �r� r�sn<.,..� ,..�� s W,>t✓�//F//////i�a� r,�sr�: �4��'" sir /r, r� ;r.��i��f//�F'" �"`� a �5��_;` � 'z � ��;:b =„x .;, � . ,.>:�k 41fj. M .�,r G��✓_ w:�.. }" � G�✓ l a�L� �� 7!�. �7/r//`f^ r �, ��}"� ��.X;. Z��,�f •`�nw,�t�^x p,��t t r ,�.'.z RNew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? BYes ❑No 1 PROPERTY INFORMATION Existing use of property: residential one family Intended use of property: residential one family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes BNo IF YES,PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is nxponsible for an drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,cormty.New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In bulldlng(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Michael A. Kimack WAuthorized Agent ❑Owner Signature of Applicant: ,m/,��aw v. `(�4wa4`J Date: 61231 ZO Z3 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Michael A. Kimack being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 <� 2�3 day of June .2023 Notary Public Kristine R O'Leary NMRYPUBUC,STATE OF NEW YORK PROPERTY OWNER AUTHORiZ I0Nteg>strationNo.01OL6070600 (Where the applicant is not the ow er) QualiSedin Nassau County Commission Expires 03/04/2026 Joseph Ottomanelli residing at 116 Oxford Blvd., Garden city, N.Y. 11530do hereby authorize—Michael A. Kimack to apply on m behalf to the Town of Southold Building Department for approval as described erein. �_ 1 � ,,1 Owner's Signature Date .dose h Ottom i p anell� Print Owner's Name 2 °he ! s- r�h° C�� [�a ° A sa °� �� '� °9 �f ay,•"C t� ( ya ,� n,'a��a-r�,�y�i. .�'?:.+"''m"�'. °2'.'412;�,5�$'`R,b'dA�''�'E. .T •,. :vT�'.L�YC' "'^ 'r�+�i'ryrt„�Y+m�rrro 7�rrrr,�n:+ror�r3' LamrrCtf m2 srras tm'r-m*rm rum BOARD OF SOUTHOLD TOWN TRUSTEES t SOUTHOLD, NEW YORK - s PERMIT NO. 10282 DATE: DECEMBER 14,2022 f � ISSUED TO: JOSEPH& KRISTINA OTTOMANELLI \ PROPERTY ADDRESS: 250 MIDWAY ROAD,SOUTHOLD - r _ SCTM# 1000-90-1-9 a _ AUTHORIZATION =_ Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 14, 2022, and in consideration of application fee in the sum of$250.00 paid by Joseph&Kristina Ottomanelli and subject . to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and _ permits the following: r• o . Wetland Permit to demolish existing dwelling and foundation; construct a new two-story 2se " i dwelling and attached garage with a 3,130.56sq.ft. footprint; construct a 18'x38' (684sq.ft.) fin- s ` ground swimming pool; install an 8'x8' (64sq.ft.) in-ground spa; construct a 21.25'x20' ' - (425sq.ft.) cabana with a 3 8"x4>4» outdoor shower; install an UA OWTS septic system on the landward side of new dwelling; install seven (7) 8' diameter drywells to control stormwater runoff and pool backwash; construct a berm of approximately two (2) feet in height to level the area around the pool,spa and cabana; install a 2,360.42sq.ft. raised paving stone deck around y•t '".r the pool,spa.and cabana with stairs to ground; install a fire pit in the deck area; install 4' high .'R pool enclosure fencing with gates; and to install a pool equipment area,generator and a/c j a unit(s); establish and perpetually maintain a 10' wide non-turf buffer landward of the tidal as wetland line; with the condition that the four(4)Eastern Red Cedar trees are to remain; and as depicted on the site plan prepared b Henryradford Gustayson RA last dated December 7 a P� P P P Y rY 2022, and stamped approved on December 14,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these _t presents to be subscribed by a majority of the said Board'as of the day and year first above written. ti � f eh.M1�iZ�9,�J.[,}e. eJ.'YP.['if�ijZaisl$ ..vie i. 1. r"7i'.�'�3�C'£31 r'3.G�af�Y{°. .At�+Y6)$��rr.I- �'1�1'f7,✓�rr�CK,35 .4 a[e s�`S:d a`i�.r'PL r•;� s — .%. .��4 d,° .i d$i4e i�-!• e ..tya b ° Aphq,.. , .,.4 P ae. .aae 4 64�a�! - .•:o c h v! ~.'.; °w. ee _ NEW VORK SPATE' 1)I,:1'AR'I'Mf:N'1'01 F.NVIIZONMISN'I'A1.,CONSERVATION Raw Facility DEC ID 1-4738-04383 PERMIT Under the Environmental Conservation .Law IECL) ll Permittee and Facility Information ' Permit Issued To: Facility: JOSEPI-1 OTTOMANELI_,I O"1TOMANL_1,11 PROPERTY 116 OXFORD BIND 250 MIDWAY RDISC"IM41000-090-01-09 GARDEN CITY, NY 11530 S0UTI 10L.D, NY 11971 Facility Application Contact: MICI-IAEL,A KIMACK PO BOX 1047 SOUTHOLD, NY 11971-1047 (516) 658-6807 Facility Location: in SOUTIIOL,D in SUl" OLK COUNTY Facility Principal Reference Point: NYTM-E: 718.504 NYTM-N: 4545.444 Latitude: 41°01'51.3" Longitude: 72°24'02.9" Authorized Activity: Demolition and reconstruction of a single family dwelling and accessory structures, including the installation of an Innovative/Alternative On-site Wastewater Treatment System (I/A OWTS). All work must be done according to the plans prepared by Gustayson/Dundes, last revised 3/27/2023 and Luigi Pasearella, last revised 3/8/2023, both stamped NYSDEC approved 4/26/2023. EES. — Permit Authorizations Tidal Wetlands- under Article 25 Permit 1D 1-4738-04383/00004 New Permit Effective Date: 4/26/2023 Expiration Date: 4/25/2028 F— NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: KEVIN A KISPER'I', Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY (ri), Stony I3rookJ50 Circle Rd Stony Brook, NY 1 .1790 -3409 Authorized Signature: - —--- --� � 'J�J-_.--------------— Date �/,��/�(✓� Page 1 of 6 N 1,'NV Y 0 R K STATE, DEPARTMENT O F EIN V I RO N M K'NTA L CONSERVATION 1"'acility DF(.' ID 1-4738-04393 __ _ _ _____ .... .__ ....... ___ _______ ___ __ __ _____ _________ Distribution List ...................... ...... . N/l 10 1 A A K I M/\('K BLI'l-cau ol,marine Habitat Protection L-I'lYssa 1. "')Cott l3el-mit Components NATURAI, RF'SOIJRU' PF1R.J\/llT ('0NDITIONS GE'NERAL ('0ND111ONS, APPLY TO ALL A(JITIORIZED PEIRMI'T'S NOTIFICATION OF01"HER PERMITTEE.,. OBLIGATIONS RESOURCE PERMIT CON ., DfrONS - Apply to the I Following Permits: TTRAL WETLANDS— NATURA.I . ....................... ---------------*------- -------------------- ------------------ ........................... ......... 1. Post Permit Sign 'I'lle permit s10-111 cliclose(i with tills permit Shall be posted in a conspi CLIO LIS location on the worksite and adequately protected from the weather. 2. Notice ofCommenccinent At least 48 hours prior to coilimencement of the project, ject, the pc1nnittee and contractor shall sign and relL11-11 the top portion of the enclosed notification formGertifying that they are Fully aware o-fand understand all terms and conditions of this permit. Within 30 days of completion of,project, the bottom portion of the l'orm must also be signed and returned, along with photographs of the completed work. 3. Conformance-With Plans A'11 activities authorized by this permit must 1?e ill Strict conformance Wi(h the approved plans submitted by the applicant or applicant's agent 'LIS part Of the permit application. Such approved plans were prepared by Gustayson/Divides, last revised 3/27/2023 and Luigi Pascarella, last revised-3/8/2023. 4. Materials Disposed at Upland Site Any demolition debris, excess construction materials., and/or excess excavated materials shall be immediately and conipletely disposed cif in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. -5. Concrete Leachate During construction, Ito wet or fresil concrete or leachatc, shall be allowed to - escape Into any wetlands or waters of New York State, nor shall washtubs fi-oll, ready-mixed concrete Irjjcl<.s. illixers, or other devices be allowed to enter any wetland or waters. Only watertight Or waterproof florrns shall be used. Wet concrete shall not be poured to displace-water within the Forms. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tickal wetlands or protected buffer W-CcIS LIS L-1 I-C.Wlt Of'the permitted activities. Page 2 ol'6 NEW YORK S"I'A"C'1: 1)1:1'All'i'N11;N'1 OF C:NVIRONMEIN'I'Al.,CON5I:RVA'1'ION Facility DEC 11) 1-4738-04383 7. Stora;;e of Equipment, Materials The storaf;e ofconstruction equipment and materials shall be confined within the project wort: area and/or upland areas greater than 75 linear Iect from the tidal wctkuid boundary. 8. Seeding Disturbed Areas All areas of soil disturbance rosultin;a From the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following pro,'eel completion or prior to permit expiration, whichever comes first. 1f the project site remains Inactive for more than 48 11OUrs or planting is impractical due to the season, then the area shall be stabilized witll straw or hay mulch or jute matting until weather conditions favor-germination. er. Clean hill Olily All fill shall consist ofcicau sand, gravel, or sail (not "asphalt, slag, flyash, broken concrete or demolition debris). lo. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of till shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The Area rcmarnS a"regulated area subject to "Tidal WethUld L',Ind Use restrictions of 6 NYCRR Part 661. 11. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge ofr.rny disturbed area. "This sediment harrier is to he put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a mi►limuni of 75 linear feet landward of the tidal wetiand boundary. 13. No Pool Discharges to Wetland Thcre�shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 1S. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (1/A OWTS) Septic Systems "Phis permit authorizes the installation of any models of i/A OWTS septic system which have received the approval of the Suffolk County Department of.ftealth Services (SCDI-IS). If SCD1=1S rescinds its approval of one Qi'more of these models during the term of this permit, DEC-will no longer approve new installations of that.model. T'he list of UA OWTS systems which leave received approval by SCDI-iS are found on the Suffolk County Website under the Reclaim Our Water- Homeowner section at: Overview of Provisionally Approved Technologies. 16. .Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A ()W'I'S) 'I'lie permittee must maintain, service and .repair the installed I/A OWTS iri accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDIIS) permit issued for the system. 17. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a cuntinrlous line'of staked haybales/silt cl.u-tains (or other NYSDEC. approved devices) placed on the seaward side between the fill and the wctland or protected buffer area. "Tarps are alrthorized to supplement these approved methods. Page 3 of 6 J NEW Y 0 R X STATE i)EPARTIViENT 01 i:NVIi20NNIEWFAl.,CONSI"AVATION i neilily I)t:C 11) 1-4738-0.4383 Is. [Maintain Erosion Controls All erosion control devices shall be. maintained in good and I'll nctional Condition until the project has been completed and the area has been stabilized. to . Precautions Against Contamination of W.Itcrs All neCCssary prCClLltlollS Shall be taken to preclude contamination ofany wetland or waterway by suspended solids, sediments, fuels, solvents. hlbriu.l11LS, epoxy Coatings, paints, Concrete, leaCllate'Or ally Otller ellVil'011lllelltally deleterious materials associated with the proicet. 20. Slate. Not Liable for )Damage Tlie Stale of Ncw York shall in no case be liable for any damage of- ill-jUry to the structure of work herein aLlthorired which may be caused by or result from future operations undertaken by the State fo1'the Conservation or improvement of navigation, of for other purposes, and no Claim or right to compensation shall accrue front any SUCK damage. 21. State May Order Removal or Alteration of Work 11'future operations by the State of New York require ail alteration Ill the poslti011 01 the StRIC1L11'e of work herein authorized, of- if, in the opinion of the Department of - nvironmcntal Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or Cause loss Of-&StrLIC-6011 Of tllc JlatUral I-CSOUrces of the Statc, the owner rnay be ordered by the Department to remove or alter the StrUCtUral work, obstructions, or hazards (mused thereby without expense to the State, and i1, upoil the explfatioll 01' revocation of this perillit, the Structure, 4711, excavation, or other modification of the watercourse hereby authorised Shall not be completed, the owners, shall, without expense to the State, and to such extent.and in such tine and manner'as the Department of Environmental Conservation l:nay require, remove all of- any pol'Lioll Of the 11nC0131p,leted structure of 1111 and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on aCCOLIIIt ofaly SL1C11 rellloVal of alteration. 22. Stage .May Require Site Restorati011 If LIl.)011 llle CXplrati011 Or reV0Cat1011 Ot AliS pLa'lnit, the po.iLct hereby al.11hO1'lzed has not been completed. the applicant Shall, WlthoLlt CXpellSC to the State, and to such extent and ill SLICK time alld manner as the Department of l nviroilnlent.al Conservation may lawfully require, remove all of ally port1011 Of the Uncompleted structure of till and restore the Site to its lurmer condition. No claim shall be made against the State of New York on account of any such rcmova.l or alteration. _..........__...._ _ _ _ _....-............ GENERAL CONDITIONS - Apply to ALL Authorized IDetrmiits: 1. Facility Inspection by The Department "f"lle permitted site or:facility, including relevant records, is subject to inspection at reasonable hours anc.i intervals by an authorized representative of the Department oP Environmental Conservation (the Department) to determine Whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to L CL 71- 0 301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during all inspection to the permit area when requested by the Department. Pa 4 of 6 NEW YORK S'1'A'i'F: I)E]'AR'I'MI N•1'OF [?NVIIZONMl-.N'i'A1..(-'ONSFRVAT1()N Fncilily iDl%C 11) 1-4738-04383 A copy of Ill Is permit, incIudIng all rClci'cnced maps, drawings all special con(IIticulS, III List be available 1b1- inspection by the Departlllenl nt IiI times at file project site or fiu'ility. I`I:lilure to produce a copy ol, the permit lipoll reclucsL by a Department' rcprcacntative is a Violation o1 thlS permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit(toes not modify, SUI:)el'SCCIC or rescind any order or det.el'111IMl[loll previously issued by the Department or ally of the terms, conditions or I=cgllirenlerlts contained in such order or determination. 3. Applications For Pcrjuit Renewals, Modifications or'Transfers The pel'1111UCC I'11USt Sllbil'lIL a separate written application to the Department for permit renewal. modification or trailstcr of this permit. Such application must include ally forms or SLi Pill enlen[a] In ornla11011 I.i'le I)Cpart11.1ellt reclUires. Any renewal, modification or transfer granted by the .Deptu'tnlent must be in writing. SUbmission of applications for permit renewal, inodiflcatlon or transfer are to be submitted to: Regional 1'errnit Administrator NYSDEC Region 11-leadgUarters SUNY (off Stony .BrookJ50 Circle Rd Stony Brook. NY] 1790 -3409 4. Submission of Renewal Application ne permittee nlList SLlbmit a renewal application at least 30 days before permit expiration for the :following permit authorizations: •Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department T'hc Department reserves the right to exercise all available authority to modify, SLLSIMICI or revoke this permit. Tile grounds :for modification, suspension or revocation include: a. materially lalse or inaccurate statements in the permit application or Supporting papers; b. failure by the permit-tee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described ill the perillit application; d. newly discovered material information or a material change ill environmenta.l conditions, relevant technology or applicable law or regulations since the issuance of the existing i)ernlit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations oftllc Department related to the pe.rnlitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by Statute. regulation or �. iallot�lCl' pCl'11111 CollCtlt.iCl11. ApphCa170.1]S :fol'permit trai sfe.r should he submitted prior to actual trallskr nl ownership. Page 5of6 NEW YORKSTATE' Focilit.), DE.0 ID 1-4738-0-1383 NOTIFICATION OF' OTHE'R PEAMT,"ITE, OBLIGATIONS ............ ...........--- Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification t., t� 'file perillittee, excepting state or Federal agencies, expressly agrees to indenulify and hold harmless the Department of Environmental Conservation ofthe State of New York, its representatives, employees, and agents ("DEC") for all claims. suits. actions, alld damages, to the extent attributable to the perri-ii t tee's acts or omissions In CojlnCCt1OII With the PCI-1Ili1tCC'S 1,111CICI-Wkill,) of activities in conricctioll with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the tCrIllS 111d C011CHLiOnS of the perillit. "Fills ilidemilification does not extend to any claims, suits, actions, or damages to the extent attributable to DI"C's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising Under A'i-ticle 78 of the New York Civil Practice Laws and RUICS or any CitiZCII Stlit Or Civil rights INOVIsion urider 1'ederal or state laws. Item .13: Perinittee's Contractors to Comply with Permit The permittee is responsible Im- informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit-, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be sub.icet to the same 1 -mittee. sanctions for violations of the Environmental Conservation Law as those prescribed for the pLi Item C: Permittee Responsible for Obtaining Other Required Permits The permittcc is responsible for obtaining any other permits, approvals, lands, casements and rights-ol-- z:1 way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to 'Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any 1-1-Wit to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the inipairrilent of a real or personal property held or vested in la person not a party to the any rights, title, or interest in I permit. Page 6 of 6 1 { 1 1 ' { I 1 lD L NG DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD : - SE 3 2%n Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 BUII;D7G DEfflephone (631) 765-1802 - FAX (631) 765-9502 TOWN �X, v � utholdtownn ov. ICE seand so utholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMA ION (All Information Required) Date: Company Name: , jn.�y � Electrician's Name: Ge L bj V 1 e 1 License No.: H E -4 o�roy Elec. email: Elec. Phone No: GL 1 y Z(wD I request an email copy of Certificate of Compliance Elec. Address.: 3L4$ 12141 S Dc>ee R,a IL N EC/ i JOB SITE INFORMATION (AII Information Required) Name: 0 m kkVJ[( Address: 2 C% Cross Street: - Phone No.: (e - a Bldg.Permit#: email: J 04 10 1l Tax Map District: 1000 Section: D Block: j Lot: BRIEF DESCRIPTION OF WO : K, INCLUDE SQUARE FOOTAGE (Please Print Clearly): � P i S uare Foot q age: Circle All That Apply: j Is job ready for inspection?: El YES NO ❑Rough In Final Do you need a Temp Certificate'.: YES❑NO Issued On a 3 Temp Information: {All information required) Service Size1r-X—' 111-Ph : PF Size: 0 0 A #Meters 1 Old Meter# ( New Service[]Fire Reconnec ❑Flood Reconnect[]Service Reconnect []UndergroundOverhead # Underground Laterals 1 2 H Frame n Pole Work done on Service? 0 Y nN Additional Information: ff I { {I PAYMENT DUE WITH APPLICATION E r� I n z3 ��guFFO(kco Sao BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y x Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4, Telephone (631) 765-1802 Q Temporary Certificate # .Sod Date f— 3 " 2023 Customer Name0��M&Aej Electrician NameGe eG�YI Address I r1A�� Phone ?4 -7� t fa� e-mail Va-mail tritr�je(ec4_;W Phone �A��( 2��`� License# OS Size OOQ A Phase f Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame.or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 da s fro a above. Authorized by Scott A. Russell Jam°SkJFFq Ir ISTORNIWA TIE]k SUPERVISOR .e MANAGEMENT sOUrHOLD TOW:`HALL-P.O.Box 1179 O �� 53095 Main Road-SOUTHOLD,NEW YORK 1197-1 'Fi Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL I{'ORM ( APPLICANT INFORtMATION TO BE COMPLETED BY THE APPI.JCANI ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: f A CaC Date: ' Contact information: �C C � V�12/.7a/V. ;C-;,lad 1.Veit phrn'Nu,rb..; Property Address Location of Construction Site: . i r�.S70 /`-I40aG # X Af OAO S.C.T.M. 1000 District Section Block Lot TO BE COMPLETED BY SOLiTHOLD TOWN ENGINEERING DEP.,%RTMENT• — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — Area of Dist+n bance is less than I Acre. N:i S.P.D.E.S. Perm+t is Rectuired i ❑ Project does Not Discharge to Waters of the State. \u S.P.I.)E.S. Pei[Im a Rcrttur(-d ❑ - Area of Disturbance is Greater than I Adre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT✓MUST OBTAIN a S.P.D.E.S. Permit ` Ji DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildint Permit. ❑ - Area of Disturbance is Greater than I Acre& Storm-eater Runoff F1o,,vs Through Southold Town's iVMS4 Systems to Waters of the State of Nev York. TFIE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Ensineerino Department Prior to Issuance of a Building Permit 'i Rr.�•iewed I3�: _ l/�� '�'�Vi"� _ __-- Date: nrrn,� x �nnrn--rnc fltrni.a,•�n i e- ceV 7s �3 Gustayson/Dundes Architecture. & Design LLP 70 Poplar Street,Garden City,NY 11530 212 2510212 T 516 398 3431 C gdarchitects.com August 17,2023 Ms.Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department Southold,NY 11971 Re: Ottomanelli Residence 250 Midway Road SC Tax No. 1000-90-01-09 Ms.Nunemaker, Please be advised that there is no gas service at the above referenced residence. If you require additional information please do not hesitate to contact me. Thank you, Gustayson Dundes Architecture and Design LLP H. Bradford Gustayson, AIA Cc: Mike Kimack Tina and Joe Ottomanelli i SEAL: NOTE: PROFILE REFLECTS / PG. SAME ELEVATION BUT PROPOSED DIFFERENT CORNERS OF PROPOSED 1 (WE R N THE PROPOSED DWELLING (NEAR SOUTH_ NEAR NORTH PROPOSED GRAVEL DRIVEWAY 5'-0'MIN. WEST CORNER) 4EAST CORNER) CLEANOUT AT PROVIDE MIN.3'CLEAR FROM EDGE OF DRIVEWAY FROM EDGE OF I r / FACE OF BUILDING AND FUJI TANK,PUMP STATION AND LEACHING MAWS C84Mm TO CLEANOUT AT F.F.ELEV. 12.52' F.F.ELEV.12.52' SEE DETAIL ON FIELDS.REFER TO PLAN VIEW FOR SETBACKS PROVIDE SNUB FOR PROPERTY LINE PROPOSED FACE OF BEO LDING THIS SHEET ADD COLLARS CONNECTION TO (5'-2'PROPOSED CABANA SEE DETAIL AS REQ. I.E.9,19'(H.P.) FUTURE EXPANSION AT CLOSEST POI '0S510THISSHEET �;. F.G.ELEV. RIM ELEV, I.E.9.11'(L.P.) AREA TIE INTO DWELLING 10.0 (TYP.) 10.0'(TYP.) F.G.ELEV.10,0' F.F.ELEV.9.50' RIM .G. PLUMBING FOR GRAVITY 4'PVC PIPE4-PVC PIPE FROM ELEV. LEV.9.0, FEED TO SEPTIC,MIN. }-/FT. FROM DWELLING }"/FT PITCH I SLOPE}^/FT, CABANA,SLOPE}°/FT. pIT� ZOELLER PUMP COMPANY -- }'/FT PITCH EXPANSION POOLS I O -- 912 SYSTEMS 4 75.. � LEV.8.83' 24'%24 SIMPLEX CRAWL SPACE I.E.8.00' I.E.7.70' SEE PLAN VIEW FOR I.E.7.00' I.E.6.78' SEWAGE SYSTEM ELEV.t 6.00' I.E. I.E. 6 PROPOSED LOCATION :,. PARTIAL BASEMENT ----------------------------------- 7.55' 7.23 IGHEST EXPECTED GROUND______ _ __ _ ___ _____________________ _____ __ ____ ______ _ ________ _______ FOUNDATION MECHANICAL ROOM --}-------------- ------------------------------------ WALL ELEV.MECHANICAL 3.52' I.E.7.52' PROPOSEATER ELEV.+5., 1 ELEV,3.15' ELBOW SWEEPS PROPOSED PSD PIPE ELEV.256'- PROVIDE THRUST WITH TEES/ELBOWS I U BLOCKS(TYP.) LOCATED BETWEEN LEACHING TRENCHES, REFER TO PLAN NEW 1-1 ELEV.0.0' FUJI CEN-10 I/A OWTS W/RESTRAINT STRAPS ORENCO SIMPLEX PUMP STATION W/5'0 REFER TO DETAILS FOR SPECIFICATIONS H-20 PRECAST DRAINAGE RING AND H-20 CAST IRON LID WITH HS-20 TOPPING SLAB W W REFER TO DETAILS FOR SPECIFICATIONS Q-1 a SEE ATTACHMENT(S) SANITARY SYSTEM PROFILE PIPE TIE WITH 30lb TENSILE STRENGTH Z SCALE:va°"T.B' WEATHER-RESISTANT POLYPROPYLENE AT EACH CHAMBER CONNECTION 4"PVC INLET GRADE TO Z a a 6"COVER NATIVE BACKFILL DRAIN 1.4 (MIN.) ESTABLISH VEGETATIVE COVER TOPSOIL PLASTIC VALVE BOX INSTALLED FINISH SURFACE F��il(1 MONITORING PORT,4'PVC ELEV.10.00' Zi �. N FLUSH WITH GRADE ELEV.9.5D' V F 6„ rn H INSULATE BOX I M AS NECESSARY �...'• '':. `• C` SC•::;?%I ::.`:..' :,;;i:;?.'i ELEV.8.83' QI a n?C 3.3" ' p-I .� X Q INVERT PVCFEMALEADAPTORWITHA O W MALETHRFADEDCAP 34' 24"MINIMUM 36"WIDE TRENCH z Z ISOLATION VALVES L PRESSURE LATERAL, O T.)SIZE PER DESIGN a a Q WF SCALE:NONE NOTE:SySTEL LONGj(•, ELEV.6.83' INFILTRATOR CRAMBER ENOCAP (ANY MODEL) PRESSURIZED SHALLOW DRAIN-FIELD(PSD)CALCULATIONS TOTAL P5D LEACHING AREA: INFILTRATOR DISTAL HEAD INSPECTION PORT HIGHEST EXPECTED GROUND______� ELEV.5.40' a DESIGN FLOW FOR 8 BEDROOM HOME:880 GPD SCALE:NONE WATER ELEVATION 5.4' - .a USE MINIMUM 5CDH5 DESIGN FLOW:880 GPD INFILTRATOR PSD LEACHING TRENCH DETAIL FUJI CEN-I O I/A OWfS:3 GPD/SF ., SCALE:NONE 501L PERCOLATION RATE<5 MINUTES,APPLICATION RATE 3 GP0/5F , INFILTRATOR QUICK 4 PLUS STANDARD LP 34"WIDE CHAMBER5 850 GPD/3 GPD/5F/2.53 5F/LF= 103.7 LF= 104 LF OF TRENCH FACE of BUILDING TOP VIEW QUICK4 PLUS ALL4N-ONE END CAP a 104 LF/4TRENCHES=(4)2G LF TRENCHES MIN.16^X 16'Xa"DEEP 10.4' EFFECTIVE LENGTH- h ❑ INFILTRATOR CHAMBERS COME IN 4-FOOT SECTIONS WITH I-FOOT EFFECTIVE VENTSTACK •a'•• COMPACTED EMBEDMENT 53' END CAPS STOPPER OR END PLUG ROUND UP TO 2G LF PER TRENCH X 4.TOTAL OF 104 LF OF TRENCH. FLOOR SLAB OR STRUCTURE SWTE OR OTHER EACH TRENCH HAS G CHAMBERS AND 2 END CAPS.TOTAL OF 24 CHAMBERS SUITABLE COVER TII II c o AND 8 END CAPS. •,.\ \• \ - _ _ _ _ _ _ _ _ 3,3' INVERT) _ �13,3' 0 O O O DESIGN FOR 50%EXPAN51ON: 104 LF X 1.5=MINIMUM 15G LF TOTAL-104 •„a.'. ^ /� QUICK4 PLUS END CAP LF PROPOSED=52 LF EXPANSION OR(2)X 2G LF INTERIOR •EXTERIOR _ _ _ _ _ _ _ _ _ 4,5' EFFECTIVE LENGTH- SHOW ADDITIONAL(2)2G LF OF TRENCH FOR EXPANSION. Y - - - - - - - - - +�I x x 5 USE 4 ROW5 AT 2G LF AND 2 ROW AT 2G LF FOR FUTURE EXPANSION. aa \ �� %� B. I� TOTAL AREA:FOUR(4)ROWS OF 2G LF TRENCHES,+TWO(2)ADDITIONAL ROW WASTE LINE II II a a a OF2GLFTRENCHFOREXPANSION. INSPECTION PORT 3.3' INVERT�1'�IS"�I� 6' P5D TRANSPORT PIPING: '•;4 SEPRCTANK� •CLEAN-OUT DETAIL IS TYP.FOR TREATMENT UNIT SIDE VIEW END VIEW PRE55URETRANSPORTPIPEI-I/4 INCH PVC SCH40PIPE. INLETLINE.INSTALLCLEANOLRBEFOREEACH MININC=2'CASTIRONEXTENSIONFROM N WK TRANSPORT PIPE PITCHED BACK CONTINUOUSLY TO ORENCO PUMP STATION OR BEND.REFER TO PLAN VIEW FOR LOCATIONS. FOUNDATION BEFORE THANSITIONTO CO {�---48' DRAINFIELD FOR DRAINAGE BETWEEN CYCLES. ATSMD-31134 MPLlartrsDRas SEWER PIPE I (EFFECTIVE LENGTH) 1/8'WEEP HOLE TO BE DRILLED WITHIN PUMP DISCHARGE ASSEMBLY PIPE FOR B. DRAINAGE/FREEZE PROTECTION AND ANTI-51PHON. CLEAN-OUT AT FACE OF BUILDING" _ �_34'" P5D MANIFOLD AND LATERAL PIPING: TYPICAL CLEANOUT DETAIL 'ALL VIEWS=INSTALLED LENGTHS FOUR(4)2G-FOOT LATERALS OF I-INCH PVC 5CH 40 PIPE. SCALE:NONE D15CHAPGE PRESSURE REGULATING VALVE TO BE INSTALLED ON TRANSPORT PIPE AND EACH-LATERAL AT MANIFOLD VALVE BOX. INFILTRATOR 34-INCH STANDARD LP CHAMBER ORIFICE HOLES DRILLED 1/8"DIAMETER,2.0 FOOT ON CENTER AT THE 12 PROPOSED I/A OWT5 SEPTIC SYSTEM FOR UP TO 8 BEDROOM RESIDENCE: SCALE:NONE u z w O'CLOCK POSITION. 1. FUJI CEN-10 I/A OW S,WITH ANTI-BUOYANCY FLANGE AND VERICOMM CONTROL ❑ H EVERY 5TH ORIFICE HOLE TO BE DRILLED AT THE G O'CLOCK POSITION FOR 2. ONE(I)ORENCO SIMPLE(PUMP STATION W/DEADMAN.DISCHARGE PUMP:PF3005 DRAINAGE. 3. FOUR(4)2G'KOW5 OF 34"INFILTRATOR STANDARD CHAMBERS U5ED FOR PSD APPLICATION.TOTAL OF 24 CHAMBERS AND 8 END CAPS. a I- INSPECTION PORT WITH BOX TO BE INSTALLED AT DISTAL END OF EACH LATERAL. Z 4. ADDITIONAL 52 LF CONSISTING OF TWO ROWS OF 2G'EACH(I 50%TOTAL)FUTURE PSD EXPANSION AREA. O PSD DESIGNED TO HAVE 5-FOOT DISTAL HEAD AT END OF EACH PSD LATERAL. .J DISTAL HEAD TO BE TESTED AND ADJUSTED AS NECESSARY AT TIME OF z¢o z INSTALLATION. GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: B s 3 I. VA OWT5 SEPTIC 5Y5TEM DESIGNED FOR UP TO 8 BEDROOM HOME PER 5UFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS(5CDH5). O 4 w DOSING RATE: 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH PVC 5DR35. o N o ❑C3 ORENCO PUMP STATION VOLUME= 1.88 GAUINCH 3. OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TF U51NG THE METHOD APPROVED BY MANUFACTURER, 18-INCH OWOFF FLOAT SEPARATION X 1.88 GAUINCH=34 GAUDO5E 4. THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP. >. 005E VOLUME PER CYCLE-34 GALLONS 5. THE OWES INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE AN AUTHORIZED INSTALLER. 3 880 GPD 134 GALLONS=25.9=30 DOSES PER DAY AT 880 GPD G. THE OWTS INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5CDH5. THE DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS A5 REQUIRED BY 5CDH5. N a SQUARE FOOTAGE OF P5D DRAIN-FIELD= 104 LF X 2.83 5F/LF=294 SF 7. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5CDH5. o z w 34 GALLONS/294 5F=0.12 GAU5F/DOSE, 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. z O 0.12 GAU5F/DO5E<0.25GAU511005E 9, WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. a N P5D PUMP AND TOTAL DYNAMIC HEAD CALCULATIONS: I O. EXISTING SEWER LINE UPSTREAM OF OWT5 HAS A HOUSE TRAP. SYSTEM SHOULD BE FREELY VENTED,INSTALLATION OF TWO(2)2-INCH PASSIVE PVC VENT LINES WITH CHARCOAL FILTERS REQUIRED. a o MINIMUM SYSTEM DESIGN POINT: 16.3 GPM AT 15.I'TDH I 1. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR TO THE START OF CONSTRUCTION.ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF RECORD. 12. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. THESE PLANS ARE AN ORENCO PF3005 PUMP RATED FOR 35 GPM AT 39'TDH 13. CONTRACTOR RESPONSIBLE FOR ANY DEWATERING AS NECESSARY,AS PER SITE CONDITIONS. INSTRUMENT ND ARE THE OF SERVICE OF THE ENGTWEP- PSD LEACHING TRENCH,PIPE AND DOSING CALCULATIONS SCALE:NONE NOTES ALTERATION VIOLATION OF SECTION TO THESE PLANS IS A SCALE:NONE 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL: ,OF NEW FUJI CLEAN CEN-10 ANTI-BUOYANCY CALCULATIONS W/CONCRETE DEADMAN e� MATERIAL PROPERTIES: WATER: 7.482 GAUCF 8.34 LB/GAL 62.4 LB/CF CONCRETE:DRY: 150 LB/CF 5UBMERGED/NET:57.6 LB/CF , SOIL: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET:83 LB/CF "' - 1 �a FUJI CEN-10 TANK EMPTY AT FULL SUBMERSION(6.5 FT): FESSION TOTAL VOLUME: 1,498 GAL DRY WEIGHT:926 LB TOTAL BUOYANCY: 1,498 GAL X 8.34 LB/GAL= 12,494 L8 PRECAST CONCRETE DEADMAN: O DIMENSIONS:8 FT LONG X 1.5 FT WIDE X.GG FT TALL X 2 EACH= 15.84 CF TOTAL DRY WEIGHT: 15.84 CF X 150 LB/CF=2,376 LB NET WEIGHT SUBMERGED IN WATER: 15.84 CF X 67.6 LB/CF= 1,387 LB SOIL WEIGHT ABOVE CONCRETE DEADMAN AT FULL SUBMERSION(6.5 FT): DEADMAN COMBINED SURFACE AREA:8 FT X 1.5 FT X 2 EACH=24 5F VOLUME OF 501L:24 FT X 6.5 FT= 15G CF U NET WEIGHT OF SOIL SUBMERGED IN WATER: 15G CF X 83 LB/CF= 12,948 U3 a SOIL WEIGHT ABOVE DEADMAN AT FULL 5UBMER51ON WITH I FOOT RI5ER. ale•WIRE ROPE WITH(2) T WIDE X IV LONG a 501L AREA ABOVE CEN-1 O TANK(NOT INCLUDING MANHOLE COVERS)68 5F 3/B CABLE CLAMP(TYP) REQUIRNYLON ED STRAP MIN(2) �., REQUIRED PER UNIT W SOIL WEIGHT A55UMING I FOOT COVER: I FT X 68 5F X 83 LB/CF=5,644 U5 W W ANTI-BUOYANCY CALCULATIONS: DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH 518•X 9•TURNBUCKLE a NET BUOYANCY OF TANK: 12,494 LB-926 LB= 11,568 LB USING IDENTIFIED FACTORS (TYP OF 2 MIN.PER TANIG \ NET ANTI-BUOYANCY OF DEADMAN: 1,357 LB \\ Ql NET ANTI-BUOYANCY OF SOIL: 12,945 LB MODEL DEADMEN(EA) DEADMAN NET RESTRAINT FACTOR OF EMBEDDED EYEHOOK I-•y Z �, a NET ANTI-BUOYANCY OF COVER SOIL,5,644 LB DIMENSIONS PROVIDED(LES) SAFETY (rYP OF4) WE'WIRE ROPE WITH(2) a N r r TOTAL NET ANTI-BUOYANCY: 19,979 LB CEN10 2 8'X 18"X 8" 29,320 2.00 318 CABLE CLAMP(TYP) 19,979 LB/1 1,568 LB= 172%> 150%5CDH5 REQUIREMENT V z ► n Z ^ SaED PETE FUJI ER CLEAN a r INSTALLATION MANUAL a '�' X 94 Q... z �a °W 3'-6" 3'-3" 2'4" W 2A•OIAOPBNwc mPl a u rn a_ e: c+w ri SEE ATTACHMENTS) F N � LV� O T"TO BE INSTALLER ASJ O O a PER NAMIFACTlR1ES GIRmm SEE INSTALLAnM NOTES - 0 0 O O cd O A A A CEN 10 CALCULATION AND DETAILS ° SCALE:NONE > ORENCO PUMP ANTI-BUOYANCY CALCULATIONS W/CONCRETE PAD 14a MATERIAL PROPERTIES: \ WATER: 7.482 GAUCF 5.34 LB/GAL 62.4 LB/CF CONCRETE:DRY: 150 U5/CF 5UBMERGED/NET:87.6 LB/CF ° y 501L: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET:83 LB/CF °10tl1OA""� \ ORENCO TANK EMPTY AT FULL SUBMEK51ON(6.5 FT); °flENO° � TOTAL VOLUME: 141 GAL DRY WEIGHT:42 LB Nrs asmrspwAenenoww TOTAL BUOYANCY. 141 GAL X 5.34 LB/GAL= 1.175 LB z w O CONCRETE PAD: 0.—Model FL24 Infernal Spu.Sot z W 2'&e keledRbomf_ Modmse+ DIMENSIONS:3 FT LONG X 3 FT WIDE X I FT TALL=9 CF o ,a a repro 1-1/4V Dlschepe Ay.LMWnhS.S.So'b. TOTAL DRY WEIGHT:9 CF X 150 LB/CF= 1,350 U3 F _ FieMlnstall4• 4 Mooelrrv+zfie NET WEIGHT SUBMERGED IN WATER:9 CF X 87.6 U3/CF=788 LB wGmAfm�caL y ~ SOIL WEIGHT ABOVE CONCRETE PAD AT FULL SUBMERSION(6.5 FT): o y U f-f/are Tm*,f Mne To Dula Flol0lns1a11 Grommet Gf25L DEADMAN COMBINED SURFACE AREA:3 FT X 3 FT=9 5F z 3 O VOLUME OF 501L:9 FT X 6.5 FT-55.5 CF Fwals Ably NET WEIGHT OF SOIL SUBMERGED IN WATER:55.5 CF X 83 LB/CF=4.855.5 Model MF3P21FS YB:O.Hgh I&W.Wenn 0 m Q Q R.Off 501L WEIGHT ABOVE CONCRETE PAD AT FULL SUBMERSION WITH I FOOT RI5 21 W.Low We�dirtlan10A 501L AREA ABOVE ORENCO PUMP(NOT INCLUDING MANHOLE COVER)5.9 5F es ronroRlghN dPomp 501L WEIGHT ASSUMING I FOOT COVER: I FT X 5.9 5F X 83 LB/CF=490 U 3 artFNon Ereumyyymuotmrem MODEL PF3006 Nr3 eeltnBnep1nge(31 ANTI-BUOYANCYCALCULATION5: r' o a' oie lmmapemraa°mm�.+neareu e,Feu RelnforwdCo"'Anff4oefallon Flange: NET BUOYANCY OF TANK: 1,175 LB-42 U3= 1,133 LB o Oz p AgeN pro d RfFERTO NOTES NET ANTI-BUOYANCY OF DEADMAN:788 LB o G N 3 v +mF e.a,vN,.,s f.m rm.,uNn anmo/aw NwMnPwaso-.aMasmm. NET ANTI-BUOYANCY OF SOIL:4,855.5 LB NET ANTI-BUOYANCY OF COVER SOIL:490 LB a a c .1..�,rt.wr-xi mra,crma,aroml. aoRawmar�arae I.wsarFwsm..w, TOTAL NET ANTI-BUOYANCY:6,133.5 LB THESEPLANSAREAN INSTRUMENT OF SERVICE ro Pump Sasn,dFmwlndmnr G.133.5 L13/1.133 LB=541%> 150%5CDH5 REQUIREMENT ANDARETHEPROPERTY Model PS2460F1 OF THE ENOINEER. ALTERATION OR ADDITION TO THESE PLANS IS A ORENCO PSD PUMP STATION AND ANTI-BUOYANCY DETAIL VIOLATION OFSECTION 7309 OF THE NEW YORK SCALE NONE STATE EDUCATION LAW. SEAL: ,OF NEW c� * FESSIONP O O O ---- -------r----i BATH GUEST ■ tL aOv ow ®O�jIIIIII ROOM BATH mI EBAROO� MUD/ —_-—_- ■■■ BEDROOM EDROOO M/3 LAUNDRY TWO CAR GARAGE LAUNDRY GUEST BEDROOM#2 El El DECK TCLOSE El------------------ CL -------------------------- POOL HOUSE PLAN ®I zc�U1aaWQQaa wYu1{a- --■a----1��I+ h`CocQa"WWz1Zt rWyeFfV ZU�--7--- -]l7Iii vaHz a��NsQaNli' rOoayo �`cLAQ�aN^�0pPWQ�v4 PANTRY 00%SCALE:1"=5'-0" _®® FAMILY ROOM O BEDROOM #1 HALLWAY KITCHEN a a++' ryl , nM~Nve�:wF"S'a4 SEEATTACHMENTS) BATH ROOM FOYER OPEN TO OPEN BELOW ABOVE ® ------------------------ OFlCE WALK IN CLOSET 94 w S R E PORCH DINING ROOM DECK FAMILY ROOM MASTER BEDROOM °JMASTER BATHROO U ID¢O a0a 0„ OgN i;0 M 'q U -° 0 Q W d 3 FIRST FLOOR PLAN SECOND FLOOR PLAN o z w SCALE:1"=51-0" SCALE:1"=4-0" o N 3 O o a a o THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SE ON 7209 OF THE NEW YORK STATE EDUCATION LAW. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL SEAL: PROPERry wrtwx 1so• NOTE: Ewixd n TRaFDv�B a wATm •� I �N'LN/r�. NK Ffrye f �, � PREVIOUSLY DEVELOPED of NEL.yro 1 ryoe ycf WOD LOT. EXIST. SINGLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES e� Js>a 4aRA8o —/ ( Tn _ q� ice° I FAMILY HOME TO BE * r PERMIT FOR APPROVAL OF CONSTRUCTION FOR A So'f 4or a I DEMOLISHED. O rc \�/0 23 RE—DEVELOPMENT SINGLE FAMILY RESIDENCEAND : � I eo �.10, PROPOSES NO CHANGE pool cabana to.r, W OF aUS ( IN USE. A'Ess1oN°' / PREVINET.OEVBAPm J i i�1 I H 2XY �'tr F..mfH SINGLE % H DD,DU NODE TO BE �(,_� I / mwI„ coryo M 1 ': DATE 6/5123 S No. R-22-2170 l• Y l / 'y�' C — ,r .....—.. b?3j'r0' I E D1Lv¢LS�oxo�OwNOE j -i / HUGE DN,pOryq,O ' •,•1• W APPROVED '" O _ „Iarm[o )') `�, a`ti wuwo„ �++ � UGE I 11 /-� TOTAL MAXIMUMEDROOMS_ 8 O rrk,, �� EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 $� 04+ .tm W D.. WMAT / I,• r r O pi td O p c) t„o f '� it �'.•., \ ~ " RCELECTRAL AN U PANEL AIR 1� DENT:NPROYED 4X0 40 ` \ ti -%'i-- ^ \ W CONNEYFD 10 PUBUC WA1tA P'O `\ ` (\ltl • — _ �,�,�„" A \ _ •I q��46� n zzx f — •`' . PROPERn wTmw 160• \—/ \ \'°`°"""ro a} 'I •'" �°"" CEN-10 ELECTRICAL WIRING SCHEMATIC�:�D " "` Q C7 SCALE:NONE I•'•' •O" WNN'EOfEDRRBN PURUC WATER � \ �o>� • •as W r t` LNE CF.v DATER NARK N6*. \ —j=-- ✓,f .•o•: \ \ \ ( \ o�.,.,n * .,`ter••'": DIOUNFATWG AREA OF TELL 7>Z \ \ 1 'mN�i \\_� isw - 4 �iD MAIN 200 srlPW/ wEGAxos AND RACcm >• \ \ 1 +( �.\ �.�„ ELECTRICAL PANEL nAl CLEAN CONTROL PANEL -" M WENNOS AREA PNOIIOm B'r W \ I,y ` *'F \ \ `N T ^" ly \ s9 Q; •-• NATION TArr caRww A. \ \ `\ 'r`A " t�0 wErLWO eaxourc ruLD Asxmm It x u er asrANce ! >0\ \7�i' �Ar" a �J \\ \\ ` \ h "�'-r m �� / �g•,�QV �"�� -Q"O0O uusunEllrNT ne.owEu9xc ro Dfl1/A11 w •LO, O '. c c°uEum °ANF' )„„ „r„,°„ro !7 3• -^ ACCOND4VCE KIN COLE ENGiNDFRNO SEMICFS 12/14/]2 �D• y `Sur^W 1\ E(vY ': \ \ \ ms.vnm•se / C 4 M Jy�iA,� N^ti T33 TS•' yt4 \\ \\\ CD- x '4': s�r� y .: PROPERn wmRx tso• % g'<' % \\ \ '� '•' PROPERTY WITHIN a DO U NourN:IL1PR0.rEo MID ,3; B" \ o \ \ nr+' � CEN-10 CONTROL PANEL DETAIL coNNEcrEoro �/ �' \ fE I .,�. x ° EAST: IMPROVED SCALE.NONE t..°mre. - PUBUCwTER �, \ \ �` r p ,' CONNECTED TO F 0 GAS EAST.OR PR M. EANT.wATLn source ro BE � RECO 0=0 AT—LOCI,TION. �„ D� /•� / G) \\ _)�un.'aav', —_ x� Q).'. EAST SEWEA NEPtA TO BE NEI F /.�J WIN NEW RAI CEN-10 1/A ours \ \ �, \ \ ' 1 (\% EDD=,gED p AS�RDURY rY.. PROPERTY INFORMATION ELECTRIC SmMCE AND A NOL OF 10' E �,�-� \ \ I x 2 y•• OTTOtM RESIDEHCELOCATSDAT IRON masr.NA1Fli SERIICE T $DIRXDOSEIECIRA O. 1D BE �` / \\ \\ %.Z.4 Cr '•d•• 25019DNAY ROPD50IRHHdD.NY 110)1 tl" D': D" ABMEONEO MID PFLOYm. \ S LOT9141,142d P10141ASSHODNON \ j MAPOF CEDARSEACHPANK FLEe DZ oLlsrwERirnu 9n:RLEnR.w AR ( A•••. SUFFOLKCCUNIY,NEWYORK T 1 S.Fi.MtiWD0001-08 r.1 W LOTARFA=SBAN SF. N � N F ENLARGED PARTIAL SITE PLAN•• o I SCALE:1" 2m-0° SITE PLAN L o ORQUE TO: SCAL&I'-40'-0° Ell16 INCH-LHS TBI 1 N \ O IS 0 0 0 z +TAC<E99c tPAM[59 N•AiCF59 •A¢Esmm £C TEST,NORMAL.NILENCE r.., GAR mW MR GlwavnlMplµl WEwrp BY:SOIL CKANIB, DRILLING CORP. 1 SiOB A 51N ELEV.8.8'•84 TEST HOLE SURFACE AClIGUIT LARM F_UBE IIS Mill 1A "yW O.0'-1.4' DARK BROWN ORGANIC LOAM T 6RENER P5112 'T N NORN w ELEV.7.4' BROWN CLAYEY SILT,LOAM,ROOTS,FINE SAND(OL) P 55 N• 0. 0. M ' A PUMP GND T(Sit1B1 LT115 K AERAR LU0 0. TORQUE TO: W, 8 zl X2 a �' Watmrlinoa must be inspected by the 45 NCH-LaS ALARM FLOAT BFALON 3 BROWN SAND,GRAVEL,SILT Suffolk County Dept.of Health Services. ® MAWRAm 0 1.4'-6.5 BROWN-UGHT BROWN SAND,GRAVEL,SILT ••mo Error CB120 TBt UGHT ORANGE-UGHT BROWN SAND.GRAVTL SILT (SP) GII(631(852-5754,48 houo i11 2 I N Iv (w sauce c?urn rmum wauTale ws ar COlTR6NOR eV fY • advance,to schedule inspection(s). "NN PNE ro A 9mRc�EA�x c+aFA"°"'W mAY. CIRCUIT nU�• m rnt�' t` ELEV.23' ua.9 RLm®Ir nor•mMa AERATOR BREAK A �vnu m ELEV.1.1'® ® - _ _CR_0_U_N_D_W_AT_ER_ NC -RED GRIM Tel M128 Tin mRMSEVxT 6.5'-10.3' UGHT BROWN-ORANGE SAND.GRAVEL.,SILT 2PL1MP1 5 PUNP 7 N UGHT BROWN SANG,GRAVEL,SILT SP) Abandonment of the existing sanitary system must be in C� FLOAT P . ELEV.-1.5' conformance v✓ith the Department's requirements. PNAP Submit completed form W WM-O80 as proof FIELD WIRING cpi y SECTION A SECTION B z SCALE NONE SCALE:1•-210° SCALE:V-X4' 91. O wwt Q Design Professional's Certification Required. �' F^Go z va N Submit P.E.or R.A.Certification For 1.1/4'OIA.,SCH.40 RIGID PIPE, CHAMBER Volume(gal The Installation and Construction of the Sewage Disposal System 90 DEGREE BEND '-z C Z90 (D Sadlmell6tlon Chamber 558 4� dd 3 3 d ® Anaerobic Filrallon Use Form WWM-073baliCn Chamber 556 ® Aerobic GODbct Flbabon Chamber 1 248 10.3'-27.0' BROWN SAND,GRAVEL,SILT(SP) o O Od Fy Clarlfrc.Chamber 125 O N rn Q rn (� cnsvEaRPnovtu DWnfedlon Chamber 11 _ c�. TYPICAL CONCRETE THRUST BLOCK wAT \ ' / •ONIETRIE Tote)Volume 1,498 _ \� MIN.6"FRQM EXTERIOR OF PIPE !A 3 SPECIFICATIONS 300 LBS THRUST DEVELOPED PER 100 M / ` ® AW-bk Media PPIPE PSI PRESSURE(a�1-114.090 DEGREE N ,� z w Board Type Aerobic Media PVG/PP/PE c 0 O 0 Aem6A Media PP/PE SAND SOIL BEARING 2,000 LBSlSF Blower 5.3 Um a m ® Tank FRIO =0.15 SF OR 0.38T X 0.387' c Piplilg PVCIPPIPE Acton Cavern PbsUG/Cast Iron USE 6"X TALL AROUND PIPE ESEPLANSAREAN RE VI IDFp„F� rAwwrAa Disinfedent Cpe CNlorbe Tablets INSTAUMENT OF SERVICE AwIDOFIXMO) B ELEV.-18.2- AND ARE THE PROPERTY THRUST BLOCK ALTERATION OR ADDITION PLAN VIEW TEST HOLE DATA SCAM NONE SEE ATTACHED SPECIAL CONDITION, TO THESE PLANS ISA SCALE:P-r-0' FUJI CEN-10 I/A OWTS GRADING PLAN AND/OR PLOT PLAN. 7209 IF HENSON OF SECTION SCALE:NONE STATE!UCATION LAW. APP OVED AS NOTED rL PLUNiBINtA' U1fATER.LiNES NEB© DATE: nZ-3B.P. 9 µ -I 'G BEFORE COVERING FEE D BY: MOTIF BUILDING DEPAR ENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING PLUMBER CERTIFICATlOti 3. INSULATION ONLF40 CONTENT BEFOk"- 4. FINAL-CONSTRUCTION MUST CERTI#ICATE.OF OCCUPAI�',, BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE = .SOLDER U.SFD IN WATEF REQUIREMENTS OF THE CODES OF NEW SUp,.pL'Y SYSTEM CAIVA!"- YORK STATE. NOT RESPONSIBLE FOR F.XCEFD 2/10 OF A D. DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTI®N REQUIRED AS REQUIRED AND CONDITIONS OF L�Tauvuzs__ FRUSs PLACARDINa REQUIRED OUTHOLD TOWN TRUSTEES N.Y.S.DEC RO NO5j h , FtaiVI�NG. INTI SUfV,0. :.; W OF'01111TIQN LOCATION HAS BEEN APPROVED. )CCUPANCY OR JSE IS UNLAWFUL Blower door NITHOUT CERTIFICAI and ductwork )F OCCUPANCY testing required. Must provide Manuals D, J and S as per NYS Energy Code ►DETAIN STORM WATER RUNOFF" All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or )F THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code LAWN OR 1-1_ANTIING SOLID WALL DOME SD PIFE CONNECTION STRAU BALES, LAID TIGHTLY END-TO-END, Gustayson/Dundes SOLID CONCRETE COVER, TO CATCH 549IN FENCE P05T BINDNGS HORIZONTAL, EMBEDDED 411 MIN, IN ZONING DISTfi�ICT = R-4Q> LOW DENSITY COPYRIGHT C 2022 (SPACING e V-0" O.G.) 50IL,PLACEiD ON CONTOUR OR AT TOE ALL RIGHTS RESERVED OF SLOPE. REPLACE PROMPTLY IF DAMAGED.FABRIC S.C.TAX NO. 1000-90-01-09 12" COVER _i'MiN 2 MA?C (3'-0" WIDE) CONSULTANTS: MIN, UNDISTURBED NATIVE MATERIAL 2"x2"WOODEN STAKE5, 2 PER BALE, EXISTING LOT AREA = 56,04I.93 SF EQUV6TANT, DRIVE FLUSH, FIRST STAKE DRYWELL CALCULATIONS ANGLED COWARD PREVIOUSLY LAID AREA OF FLAGGED WETLANDS = 1;203.13 SF BAL1:, 2ND SLAKE VERTICALLY. ALLOWABLE LOT AREA = 56,041.'B3 - 7,203.-13 = 48,838.20 SF ® ® ® � ® ® ORIGINAL HOUSE LOT AREA COVERAGE = 2,466.64 SF ® ® AREA OF NEW ROOF = 3555 sf x .42 (5" RAINFALL) 1 ® ® ® � ® ® 1,493 CF OF WATER \ ��\�\\i\\\�\\ \��\ RATEABLE ® ® ® ® ® ® ® VARIES SEE ,\\j\\ \\� , �� ALLOWABLE LOT COVERAGE = 20�o x 48,838.20 = 9,-i�o-i,�o4 SF REVISIONS: BACKFILL _ r� long CALCS. /\\ \� /\\�\\�'\\\ NOT=: - Z 4_ i\ \\ - _ �t PROPOSED DWELLING = 3 228.06 6F 8 DIAMx5 HIGH = 211.10CFOFWATER \\i\ �� INSPECTION SHALL BE FREQUENT AND � Aj OCT 31, 2022 2'-5 MIN. on ® ® DIG 6" WIDE DEEP �/\ j� iREF41R REPLACEMENT SHALL BE MADE - Z PROPOSED FRONT ENTRY = 56.35 SF RESPONSE TO DEC LETTER � ® �° ® ® , TRENCH. BURY BOTTOM �� ® ® ® ® �° m 7 - 8 DIAM. RINGS= 1,41-f.1 CF PROVIDED „ j\\\ `�' PROMPTLY AS NEEDED. BALES SHALL BE - ® � ® ® m ® ® 1 -0 OF FABRIC, TAMP \/ \\ � PROPOSED CABANA = 425.00 SF DATED 10-21-2022 PLUS DOME IN PLACE. USE ULNESS 60 AS NOT TO BLOCK OR HEIR 2' MIN.TO \ �� IMP?.DE STORM FLOW OR DRAINAGE. PROPOSED POOL DECK AREA = 2,360.42 6- zL GROUND WATER \�\ PROPOSED POOL SPA _ 148,00 SF A NOV 4, 2022 tPROVIDE STRAW BALES AROUND STOCKPILES (tYF') 2 TOTAL PROPOSED LOT COVERAGE = 6,817.83 SF / 48838.20 = % ADDITIONAL DOB 13.96 INFORMATION AS REQUESTED D I DRYWELL DET,41L 2 eILT FENCE DET,41t 3 ��>�� BALE DIKE: UET,4IL CROSS SQUARE FOOTAGE CABANA = 80.13 GSF Aoo2 N.T.S. �4002 N.T.S. A+2 N.T.S. GROSS SQUARE FOOTAGE FIRST FLOOR = 2,408.09 GSF NOV 30, 2022 A3 2 GROSS SQUARE FOOTAGE SECOND FLOOR = 2,�� ,.14 GSF ADDITIONAL DEC PROPOSED TOTAL PROPOSED GROSS SQUARE FOOTAGE = 5,263.36 GSF INFORMATION AS REQUESTED OUTDOOSHOWER ALLOWABLE ALLOWABLE GROSS SQUARE FOOTAGE = 5,100 + 441,BI = 5541.91 GSF OK SHOWER --- - ------ ----------------- 231 - 3'-a° x 4'-4° - -------------------------------------- EXISTING (5% OF LOT AREA OVER 40,�D00 6F - 5% x 8,838.20 = 441.91 6F) � DEC �, 2022 FLAG Z - �L - -- 1 " O.N. ELEC. SERVICE POL `r'ARD SETBACKS = RELOCATE CABANA 1 D(v GATE TO BE REPLACED w/ EW 2 COv UNDERGROUND SERVI E ----- - FRONT = 50 REQUIRED, c 2 _ S0' PROVIDED -- Ll z LL I w =41-011 REAR = 50' REQUIRED, 134'-7" PROVIDED lL ' c� cn_1 L - -- AREA FOR DRYWELL j ---- - AIC UNITS- --- \ SIDE = 15' AND 20' EACH, 15':AND 109' PROVIDED 1 � IL 59 -6" MAXIMUM HEIGHT = 2 1/2 STORIES; 35' TO MID POINT OF GABLE / 1 / I _ -0" DIA. I LAWN 2 GRAVEL �, oo, ►- 5�00, , DRIVEWAY �4j GK 1N \� i PROJECT IS NOT LOCATED IN FEMA FLOOD ZONE DRYWELL A j z 961"-6"• , Z I I ELEV. .a DECK ` RAISED 2 \` V I I 2 POOL DECK \ FLAG I I 2 POPROX. 23rom.�2 SF ;r4 " I L LAWN ` , \ 7.�� 0 K I I V-0" DIA. GATE PAVING STONES \ 2 N m 8.01' 1 DRYWELL 1 O 2 FRONT ENTRY \ J A FIREPIT -0" x 11'-3" \ O 11 ` PROPOSED 1.76 24.00 m x S'-0" \ PROPOSED _� @ M E C E I Y j+ IN-GROUND ELEV. 10.02' \\ SEPTIC AREA m O SET8.4CK LINE I ® .- NI SPA - o IL FLA I ( V-0" DIA. ,n O 3.00, 21.z5' N DEC -9 2022 I r i I I I I I I Im.m�' DRYWELL b- o ®-- - - =®04, � steel ERM S REQUIRED ® ® O Board atTrv � -011 SEPTIC" a - / \a1141011 'Al TANK III II Ii s� II II 'I - 0 2 � L� L_J LJ L l POO \ al O I A.\ O BACiKWASH ELEV. 8.00 STEPS LAWN POOL ENERAtOR \ PRYU1)LL '- DRY ELL ---- --uP ----- ----- --- EQUIP. � \ L 3C.fro 3125 3 - \--- --- LAWN - I '\ 2 \\ PARKINc g 1�23 FLAG 3 I ( a'-0" DIA. / 1 4,_011 H. EXISTING � AREA 10' NON-TURF AREA T¢ l DRYWELL J/ BERM AS REQ'D GALE FENCE \. DWELLING \ � \ �9 BE PLANTED WITH I '� \�\ TO BE REMOVED \\ � @ � q � PROJECT NAME: AMERICAN BEACH I •� \ E GRASS AT 18" O.C. ; '� DEC �5' SETBAGK� \.\ �� 0 O `'' H \ 133a' m iREPLAGi"IENT DWELLING V-0" DIA. LINE \, �\ •� `� J/ DRYWELL DRYWELL '\, I 27.25' F IOTTOMANELL I fi�ESIDENG 50 REAR _ \ ZONING SETBACK _ ._._._._ _._._.._ _ _._. ._._.-._. _._._ 12.94 LINE - Q I \ .�. �s00' 1 25O MIDWAY ROAD FLAG �l - LINE OF SILL FENCE '� I SOUTHOLD, N`t' 119�1 � 1 APPROVED BY AREA ANAL `r615 BOARD OF (MUST DRAWING TITLE: I \ PATH TO CONNECT I EES TO FRONT I OVERFLOUI 61TE PLAN \ I - TOWN OF SOUTFiOLD 3 OF HOUSE ING + ® 24.00' x 3.94' = 94.56 SF ZONING INFORMATION LINE OF HIG9-1 WATER 10 NON-TU AREA t0 DATE MARK DELIN``EATING BE PLANT D WITH ' FLAG AREA OF TID>¢L AMERICA BEACH 3 ® 19.40' x 22.00' = 426.80 6F I`��Zby� MISC. DETAILS WETLANDS `� or GRASS A la" O.G. GRAVEL � C , , r DRIVEWAY 0 51.}4 x 31.25 = 1598.13 6F 101- " NON TURF BUFFER: I D ---- 24.86' x 2`1.25' = 61-i.44 6F � c4 I 22.00 x 12.94 = 284.68 SF a ,1 � FLAG \ FLAG FLAG FLAGGED TIDAL WETLAND LINE `, I z 1 I O 1.61 X 5.00 = 8.35 SF MAIN HOUSE MM9 3,22a.0io SF OU O --- - -- ---------------------- � G 4.08' x 0.50' = 2.04 SF FLAG " - \ Qg�` DEC 75' SETBACK 4.08' x 24.36' = 99.39 SF 4 \LINE <� . Q m z � 4.17' x 0.50' - 2.09 6F r ! _ 0 3.94' x 1-16' = 30.5_1 SF _ --- ------------------- --------------------------� 133.15' 0.50' x 8.01' = 4,01 6F 2 I FRONT ENTRY 11.2�' x 5.00' = 56.35 SF LINE OF HIGH WATER MARK DELINEATING AREA OF TIDAL M � 20.00' x 21.25' = 425.00 6F CABANA WETLANDS AND FLAGGED 425.00 SF - _ - c�v WETLANDS AREA PROVIDED BY N _ _ �.-(4 x 3.66 -- - _ NATHAN TAFT CORWIN III. O - 28"33 6F ''-- PROJECT N0: - - 0 20.00' x 3.00' = 60.00 SF ��a� � p `1 2202 I U pp�flRD (/SI � SCALE: I T L.A I �L N RTH INFORMATION TAKEN FROM SURVEY PREPARED BY � ® 16.06' x 10.04' = 161.24 SF a� I '®�' l.0 E S T L A K E l� � I V E �N A ��02 1/16 = 1' 0" NATHAN TAFT CORWIN III ® 34.29' x 5.94' = 203.68 SF * V REVISION NO: )~AND SURVEYOR POOL LATEST DATE AUG_ S, 20I2 ® 23.68' x 36.46' = 863.3,7E Sr- POOL DECK EC. -1, 2022 WETLAND BOUNDARY FIELD VERIFIED 11/30/22 BY DISTANCE ' 3,108.42 ©� SUE DATE: 0 25.9� x 11.2 3 = 44-1.46 SF AMEASUREMENT FROM DUELLING TO WETLANDS IN ACCORDANCE WITH CORWIN MEASUREMENTS O 16.00' X 13.38 = 214.08 6F OCT. 14, 2Q�22 ZARAWING FILE: TN DIRECTION OF A LICENSED 36.46' x 31.0o' = 1130.26 SF '��2S1TP�-�`N It IS A VIOLATION OF THE LAW: FOR ANT PERSON, UNLESS ACTING UNDER E D RE IARAWING N0: ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NO-ATION "ALTERED BY" FOLLOWED AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CESCRIPTION OF THE ALTERATION. TOTAL = 6,81-i.83 SF BSI' HIS SIGNATURE GENERAL NOTES. LEGEND LIST OF D RAW INGS Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED 1. All work shall comply with ',the requirements of all local 21. The General Contractor's and Subcontractor's required I EXISTING WALL TO R=MAIN • ® WINDOW DESIGNATION - EXAMPLE CUDN 2424 A-001 GENERAL NOTES, LIST OF DRAWINGS, laws and regulations including all national, state and minimum coverage and limits of liability: A-002 SITE PLAN, ZONING INFORMATION CONSULTANTS: local codes and requirements of the owner's. C-- - EXISTING TO 5E REMOVED 0 DOOR DESIGNATION - 3C&4 = Uo" x a4" OR 3'-0" x "V-0" A-003 BUILDING DEFT. CODE COMPLIANCE INFO. insurance carrier. A. Worker's compensation and employer's liability A-004 FOUNDATION DETAILS, MISC. FRAMING DETAILS insurance, with limits of no less than $100,000 and PARTITIONNEW R ZEF EXHAUST FAN- SO GFM OR AS NOTED IN SPECIFICATIONS A,-005 PYRAMID DIAGRAMS 2, Contractors E,ubmitting proposals for this project shall as required by employees benefit act or other ® UNDERSIDE OF sTRUCTUREABOVE: A-00& RESCHECK CERTIFICATION first examine the site and conditions thereon, and statutes applicable where the work is to be 2x4 OR 2x6 WOOD SUDS, 16" O.C. WITH SMOKE DETECTOR A-00-17 RESCHECK CERTIFICATION shall take into consideration all cond i t ions performed, as will protect owner's contractors 1 LAYER 1/2,, OR F1s"Gu a EACH SIDE. HARD WIRED WITH BATTERY BACK-UP proposals as they affect the work under this contract. Failure to from any and all liability under the aforementioned OR EXTERIOR WALL CONSTRUCTION SDSEE TYPICAL WALL EECTION REVISIONS: examine the site shall not relieve the contractor of acts or statutes. CO CARBON MONOXIDE DETECTOR A-101 CELLAR FLOOR PLAN the necessity to provide any and all work that may be ® SPECIAL PARTITION - SEE DRAWING A-102 FIRST FLOOR PLAN -� AiOCT 31, 2022 required to complete the job without additional cost B. Comprehensive general liability insurance (including ELEVATION, SECTION OR DETAIL ,4-103 SECOND FLOOR PLAN RESPONSE TO DEC LETTER owner's and contractors' future liability insurance) ��....../// MARKER t0 the owner, y 0 CONCRETE FOUNDATION OR SLAB A-104 ATTIC PLAN ith the following minimum limits of liability: DATED 10-27-2022 3. Work shall not. commence until an approval has been w A-105 ROOF PLAN obtained from the owner and a building permit has a. Bodily injury liability, A-10(o FIRST FLOOR FRAMING PLAN A NOV 4, 2022 been secured. Owner shall d A-10-1 SECOND FLOOR FRAMING PLAN ADDITIONAL DOB etermine commencement each occurrence $1,000,000. OI�NE -�►� FORK A-108 ATTIC FL FRAMING PLAN INFORMATION AS REQUESTED date and shall notify General Contractor. b. Bodily injury liability, 4. Contractor shall pay for and obtain all permits required aggregate $1,000,000, Owner shall purchase the following items- A-201 FRONT (EAST) ELEVATION for his work. Cost of said permits shall be paid for by A-202 REAR (WEST) ELEVATION A NOV 30, 2022 1. Flumbin fixtures fittin s. Material only, G.C. to install. A-203 RIGHT SIDE (NORTH) ELEVATION ADDITIONAL DEC the contractor. This includes all inspections by c. Property damage liability, g g y• authorities having jurisdiction. each occurrence $1,000,000, 2. Bathroom floor & wall tile. Material only. G.C. to install A-204 LEFT SIDE (SOUTH) ELEVATION INFORMATION AS REQUESTED 5. Contractors shall have approved working drawings and d. Property damage liability, 3. Kitchen cabinets and other built-ins. Material and installation. 4-205 FOOL CABANA PLAN AND ELEVATIONS - son site. a re � DEC -1, 2022 building department approved permit drawin g gg ate $1,000,000.g 4. Decorative lighting fixtures. G.C. to install. RELOCATE CABANA Contractor shall display building permits and shall All recessed lighuine supplied and installed by G.C.. A-301 TYPICAL WALL SECTION � HOUSE SECTION arrange for all required inspections. e. Property injury liability, a re ate $1,000,000. A-302 HOUSE SECTIONS DEC 23, 2022 ee g 5. Toilet accessories. Materials only. G.C. to install. AE� �. Contractor shall verify all dimensions and conditions A-303 HOUSE SECTIONS Bathroom vanities. Material & installation. G.C. to DEC COMMENTS in the field prior to start of work. It is his sole Such insurance shall provide coverage for �. responsibility to verify clear heights within the premises. explosion, collapse and underground exposures coordinate plumbing installation. All discrepa��cies shall be reported to the architect. and contractual liability coverage and shall insure A-401 KITCHEN ELEVATIONS Aro FEB. 28, 2023 Failure to do so puts all responsibility for dimensional owner's contractors against any and all claims for Kitchen appliances. G.C. to hookup and install. A-402 MASTER BATH DEPT. OF HEALTH AND errors on the: General Contractor. personal injury, including death resulting therefrom OUJNER COMMENTS and damage to property of others arising from COMPLIANCE NOTES A-501 DOOR SCHEDULE A-1MAR I(o 2023 -(. Do not scale drawings. G.C. is responsible for operations under contracts whether such operations A-502 WINDOW SCHEDULE ELIMINATE HOTTUB verifying all dimensions. are performed by owner's contractors or by anyone directly or indirectly employed by any of them. 1. All work shall comply with the requirements of the Ag MAR, 21, 2023 8. All contractors shall be bondable, licensed contractors 2020 New fork State Residential Code. E-101 FIRST FLOOR ELECTRICAL PLAN COORDINATE SEPTIC possessing eood labor relations and must be capable C. Comprehensive automobile liability insurance E-102 SECOND FLOOR ELECTRICAL PLAN of performincD quality workmanship and must coordinate including the ownership, maintenance and operation 2. 201a Woodframe Construction Manual (UJFCM) for one and two family dwellings E-103 CELLAR AND ATTIC ELECTRICAL PLANS Ae JUN, 5, 2023 work with other contractors working on this project. of any automotive equipment owned, hired, and by the American Wood Council's (AWC) wood design standards committee, non-owned in the following minimum amounts: FILING SET 9. The general conditions of the contract for construction, P-101 PLUMBING 4 GAS RISER DIAGRAMS AIA Document 4201, latest edition, shall apply to this a. Bodily injury liability, 3. Design of hurricane straps and other ties from the project as if written herein. Contractor shall comply each person $1,000,000. Simpson Strong-Tie Wood Construction Connectors Catalog 2019. with all requirements listed in AIA Document 4201. Copies of this document are available for review at b. Bodily injury liability, 4. Wind Speed 130 MPH, the architect's office. each occurrence $1,000,000, 10. Prior to commencement of work, contractor shall supply c. Property damage liability, LOCATION PLAN a list of the names, addresses, and telephone numbers each occurrence $1,000,000, of the subcontractors to be used on this project. JUN 2 6 2023 p. Construction shall not commence until certificates 11. Contractor shall comply with all provisions of the of insurance have been delivered to owner. SUFFOLK CTY TAX DESCRIPTION - 1000-90-01-09 , .. .; Occupational Safety and Health Act. .. �' E. Indemnity: Contractor shall fully protect, defend, 12. G.C. shall apply for and pay for all utility meters and indemnify and save harmless owner, architect, and all temporary utility services, as required. engineers against all liability judgments, damages PROJECT NAME: costs and expenses, including attorney's fees, a REPLACEMENT DWELLING 13. Contractor shall endeavor to build addition so that arising from any and all claims relating to the OTTOMANELLI RESIDENCE it appears to have been original to the dwelling, performance or non-performance of tenant's work. o IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, Therefore all mouldings, sizes and alignments are Q UNLESS ACTING UNDER THE DIRECTION OF A critical to create the desired effect. 22. The architect and engineers shall not be responsible 0 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 250 MIDWAY ROAD for the contractors' methods and means of construction. V IF AN ITEM BEARING THE SEAL OF AN ARCHITECT SOUTHOLD, NY 119-II 14. Construction equipment and materials are to be located IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX in confined areas and shall not block exits during 23. Guarantees for all work shall be for a period of one AND THE NOTATION DRAWING TITLE: TO HIS ITEM THE SEAL�- ` construction. Items shall be stored as directed by year, unless otherwise noted. Contractor shall furnish to a "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND GENERAL NOTES, owner. the owner a written guarantee stipulating that, at no � THE DATE OF SUCH ALTERATION, AND A SPECIFIC LIST OF DRAUJINGS, additional cost, any defective work materials shall be o DESCRIPTION OF THE ALTERATION. LEGEND 4 15. All wood shall be kiln-dried, mill quality finish with repaired or replaced for a period of one year, after _ LOCATION PLAN compressive strengths as stated in drawings. acceptance of work, unless otherwise noted. 16. Contractor shall be responsible for daily removal of PROVIDE THE FOLLOWING AT COMPLETION OF PROJECT: 4 trash, rubbish and surplus materials resulting from p 1. AFFIDAVIT OF FINAL COST4 construction. W E s T L A K I i t r n for 2. DECAL DESCRIBING FRAMING ON METER FAN 1-1. The contractor shall supply all na le s and ou bs K'p y g fixtures, fittings, and equipment as required. ENERGY' CODE COMPLIANCE Ia. No demoliton or alteration to the building structure will be allowed unless otherwise noted. THE FROPOSED PROJECT IS ANALYZED USING THE 2020 NEW YORK STATE ENERGY CODE. GENERAL CONTRACTOR SHALL POST A PERMANENT ;' 5;_ 19. Prior to any excavation, G.C. shall contact local utility CERTIFICATE NEAR THE ELECTRICAL DISTRIBUTION . and obtain approval for underground work DESIGN CONSIDERATIONS: SUFFOLK COUNTY - CLIMATE ZONE 4 (TABLE 301.1) PANELS LISTING ALL PREDOMINANT R-VALUES, . TABLE R301.20) U FACTORS FOR FENESTRATION, TYPES OF 20. G.C. shall submit partial lien waivers with each EFFICIENCIES OF HEATING, COOLING AND SERVICE ~® application for payment. Application for payment GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CAT. SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD HAZARDS WATER EQUIPMENT AND OTHER ITEMS AS LISTED shall be made on standard A.I.A. form. WEATHERING FROST LINE DEPTH TERMITE IN SECTION 401.3. .--•�""" �-.., PROJECT N0: 20 130 B SEVERE 3' MOD. TO HEAVY YES �� p ��ti 2202 GC shall submit drawings and forms to local Building ALL ITEMS LISTED IN SECTION 401.4.1- BUILDING 0,,�� p X RD , Department for approvals and secure permit prior THERMAL ENVELOPE SHALL BE DURABLY SEALED �� 0 �s9 fi, SCALE: to start of work TO LIMIT INFILTRATION. COMPLIANCE SHALL BE INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT TABLE 402.1.1u I Contract shall include 15°% down m VDEMONSTRATED SUAL NSPEGTION. S��A4B�OUJER TEST OR # x ', REVISION No: payment, payments p y o ' p y ALLOWED FROPOSED g JUN 5, 2023 each month for work completed with 10io reta inage. � c� a�g56 0� SUE DATE: At substantial completion, retains e to be reduced ALL SUPPLY DUCTS IN ATTIC TO BE INSULATED TO r p g GLAZING U-FACTOR 0. . 3 �' 0.28 � OCT. 14, 2022 to 5io with final payment ,nade 30 days after CEILING R-49 R-49 MINIMUM R-a. ALL OTHER DUCTS IN ATTIC TO BE SEA completion of work. (FARA. 402.2.1 PERMITS R-30) INSULATED TO MINIMUM OF R-6. SEE SECTION 403. DRAWING FILE: UJALLS R� R-21 PLEASE BE ADVISED THAT TO THE BEST OF MY KNOUJLEDGE, A001TITLE AIA contract form to be used as basis for contract. R-30 RECESSED LIGHTING INTO BUILDING ENVELOPE FLOOR R-19 BELIEF AND FROFESSIONAL JUDGMENT, THESE PLANS AND SHALL COMPLY WITH SECTION 402.4.3. DRAWING NO: I BSMT WALL R-13 R-15 • SPECIFICATIONS ARE IN COMPLIANCE WITH NYS ENERGY CODE CRAWL SPACE R-10/13 R-10/150 I - - LAWN OR PLAkTIING SOLID WALL DOME SOLID CONCRETE COVER SD PIPE CONNECTION STRAW BALES, LAID TIGHTLY END-TO-END, TO CATCH BASIN FENCE POST BINDINGS HORIZONTAL, EMBEDDED 4" MIN. IN Gustayson/Dundes (SPACING v 8'-0" O.C.) _ ZONING DISTRICT - R-40 LOW DENSITY COPYRIGHT © 2023 SOIL, PLACED ON CONTOUR OR AT TOE ALL RIGHTS RESERVED FABRIC OF SLOPE. REPLACE PROMPTLY IF DAMAGED. 9 9 S.C.TAX NO. 1000- 0-01-0 12" COVER ` I MIN - 2' MAk �• (3'-0" WIDE) MIN. j UNDISTUR15ED NATIVE MATERIAL - 2 x2 WOODEN STAKES, 2 PER BALE, - EXISTING LOT AREA = 56,041.93 SF CONSULTANTS: MATERIAL EQUIDISTANT. DRIVE FLUSH, FIRST STAKE DRYWELL CALCULATIONS GRAC�F ANGLED TOWARD PREVIOUSLY LAID AREA OF FLAGGED WETLANDS = 1,203.13 SF Y iVjst/'nf '•� BALE, 2ND STAKE VERTICALLY. ALLOWABLE LOT AREA = 56,041.93 - 1,203.13 = 48,838.20 SF \ ® ® ® ® AREA OF NEW ROOF = 3555 sf x .42 (511 RAINFALL) \� \\'��i-/ ® ® ® ® ® /�i \\ ::51. 7: ORIGINAL HOUSE LOT AREA COVERAGE = 2,466.64 SF Eg RATEABLE 1,493 CF OF WATER ALLOWABLE LOT COVERAGE = 20io x 9 48838.20 = 767.64 SF BACKFILL- / ® ® ® ® ® ® VARIES E \\ �� \\%\\\ j\ \ REVISIONS: r-a„MI . �� ® ® ® ® \ 8' DIAM x 5' HIGH = 211.10 Cr OF WATER ��\i\ \��` \�\0 N� �t z PROPOSED DWELLING = 3,104.93 SF 6 \ i INSPECTION SHALL BE FREQUENT AND 31, 2022 m DIG 6 WIDE DEEP i/\ j�� , AOCT ® ®'® ® ® ® 7 - 8' DIAM. RINGS= 1,477.7 CF PROVIDED TRENCH. BURY BOTTOM ,y\\\ N REPAIR REPLACEMENT SHALL BE MADE - Z PROPOSED FRONT ENTRY = 56.35 SF ® ® ® ® V-0" OF FABRIC, TAMP \� PROMPTLY AS NEEDED. BALES SHALL BE dJ - RESPONSE TO DEC LETTER a' DIA. PLUS DOME IN PLACE. '�\j %\�� REMOVED WHEN THEY HAVE SERVED THEIR PROPOSED CABANA = 425.00 SF DATED 10-21-2022 2' Mlt,L TO \/ \� USEFULNESS SO AS NOT TO BLOCK OR GROUND WATER /\/� IMPEDE STORM FLOW OR DRAINAGE. PROPOSED POOL DECK AREA = 2,103.23 SF A \� PROPOSED POOL = 684.00 SF 6 NOV 4, 2022 -PROVIDE STRAW BALES AROUND STOCKPILES (TYP) 2 ADDITIONAL DOB TOTAL PROPOSED LOT COVERAGE = 6,373.51 SF / 48,838.20 = 13.05 ro rr-) 1 DRYUJELL DETAIL D 2 SILT FENCE DETAIL ('15�3 STRAW BALE DIKE DETAIL INFORMATION AS REQUESTED GROSS SQUARE FOOTAGE CABANA = 80.13 GSF A2>02 N.T.S. A002 N.T.S. A002 N.T.S. GROSS SQUARE FOOTAGE FIRST FLOOR = 2,673.8 GSF �3 NOV 30, 2022 GROSS SQUARE FOOTAGE SECOND FLOOR = 2,762.78 GSF ADDITIONAL DEC REAR DECK AREA IS ON GRADE TOTAL PROPOSED GROSS SQUARE FOOTAGE = 5,516.71 GSF OK. INFORMATION AS REQUESTED u AND ARE PAVERS INSTALLED ON GRADE. NO STRUCTURES ARE ALLOWABLE GROSS SQUARE FOOTAGE = 5,100 + 441.91 = 5,541.91 GSF BEING BUILT FOR PAVERS A4 FLOOD ZONE AREA OF OF DEC �, 2�22 LOT AREA OVER 40,000 Sr-SF - 5 ro x 8,838.20 = 441.g1 SF) RELOCATE CABANA AE.ELEV 6' PROPOSED WORK AREA OF SITE DISTURBANCE = 17,527 SF NOT IN FLOOD ZON 2 YARD SETBACKS = 10'-0" NON TURF BUFFER LINE PROPosED 50 PROVIDED A DEC 23 2022 OUTDOOR FRONT = 50' REQUIRED, , REAR = 50' REQUIRED, 134'-7" PROVIDED DEC COMMENTS f 1 231.10 SHOWER 3-8 ' I „ I 4-0" +�. _ --� SIDE = 15' AND 20' EACH, 15' AND 109' PROVIDED ��, --------I- - Y ----- FENCE - ---- -- - - 1 ----- - ON.ELEC. SERVICE '--9>ftTI�--- FEB. 2S 2023 GATE TO BE REPLACED wI W POL 6 ,851 MAXIMUM HEIGHT = 2 1/2 STORIES 35' UNDERGROUND SE I E - ZE I Lu r ..MNn Frr•- -•-•-•- -•-•-•-•-•-•- -`�-- TO MID POINT OF GAIBLE LINE - - - ' ' 0" DIA. DEPT. OF HEALTH AND Q 1 L a N-1__________ _ __ _ _ _ AREA FOR , - COORDINATE LOCATION OF PROJECT IS NOT LOCATED IN FEMA FLOOD ZONE OWNER COMMENTS 58'-0�r �� ;6W 1NITS- C, pRYWELL DRYWELL WITH NEW WATER 1 SERVICE ��' K A, MAR. 16, 2023 1 1 61 FLAG j j i \-/ LAWN ! r ,4 \ / � , ELIMINATE HOTTUB 8'-O" VIA. lU 2 GRAVEL �� \ N m 15.01 DRYWELL 71J DRIVEWAY ��-� E "°' cK \ O J A ELEV. 8.00 � SET�'A` ,.�`� - �6' 2400' `n MAR. 2-1, 2023 WATEEXIST -� !I I 1 GATE ur I 2 2,10323 SF LINE �` \' 1 Q O COORDINATE SEPTIC 6 t0 , P POCK FLAG i i ! 8'-0" DIA. -PAVING STONES CAB NA LAWN °F� 6 `� O LLI j j ( DRYWEL j I I `�\ 2 3 00' 21.25' 0.0 O N JUN. 5, 2023 FILING SET I ( � L� I I I I ! I � � FRONT ENTRY � � 4 5 0 x 11 3 PROPOSED 9.12 5 _0 11 I \y 2 flEC II FIREPT g' \ SEPTIC AREA ® ISA0' Ao JUL. 7, 2023 11 i I RAIS Q N © ry APPR X. i! ELEV. 1mm2' = r 342St 11.12' r AREA OF SITE DISTURBANCE REAR s tBACK LINE i I 2'"011 I I, I � A�� {� RB CE � N tt FLAG q I BERM A8 REQ'D ) 0, �0 b \ ! ° 3 �'�'''��II n � 400' 19.41' QII -' n I T Ili I m 183 3 P�ilou `\ 1 11 1 1 1 ' AiiAUG. 16 2023 5.00' , / I i j ! I \ '1 \ "O m 0 0 825' _ DOB COMMENTS P L II��_i.. �I ,, I I I I I I I I R N _ r N I BAqq��ASHi „ �- `t IiWELL Lu FLAG I DR 4. N LLJ �I� IA. COORDINATE LOCATION OF Q O I \ 0 �j�YWE. �, DRYWELL WITH NEW WATER @ G Q II I BERM AS REQ'D `\` EQI ENERAtOR 6 SERVICE @ - i ELEV. 8.00 s ji I 8'-0" DIA. ( 1 1 LAWN 2 ® XISTING \ @:�u 4 ? 'a, @C14 O li DRYWELL ® p \ PARKING I \ OU N tt ® H v I& NON-TURF AREA TO u ` \ J GATE ~ B'-0" DI \ �' N BE PLANTED WITH I \ DRYWELL., SE l'1C I BE RE VED AREA I 18.00 AMERICAN BEACH ' GRASS AT B O.C. �� \ LAWN 18'-0" DIA. FENCE \ �/ TANK ♦ O � ' ,\.\ Q \ /DRYWELL DEC "15' S TRACK \'\ \\� ! T I 12.S4' 2�.25' F � PROJECT NAME: �� •\ = b LINE I r 4.1 _ DWELLING ZONING 501 SETBACK '�._ -' ._._._. ._._._.- -•-• •-•- •-•-• - •_._w_I_ _- �500' I OTTOMANE REPLACEMENTS `LINE @ r- LINE OF SIL FENCE .�• \\ I Ql LL RESIDENCE FLAG I cfJ 0 L LINE OF HIGH WATER \ ` MARK DELINEATING ARE:A ANAL"I 5 1 S AREA OF TIDAL 5 WETLANDS N GRAVEL j 250 MIDWAY ROAD �\\ / DRIVEWAY •�._. ._. OVERFLOWI i ® 24.00' x 3.g4' = 94.56 SF SOUTHOLD, NY 11971 L� PARKING AREA 19.40' X 22.00' = 426.80 SF DRAWING TITLE: � ----- ----j7�z ---- ----- - 3 0 N -T RF AREA TO GRAVEL I 3 C i = SITE PLAN `� FLAG�� BE PLANTED WITH i I DRIVEWAY I, O 47.20 X 31.25 1,475.00 SF ZONING INFORMATION AG AMERICAN BEACH i ,1 I `Si �, GRASS AT ts" O.C. 24.86' x 2-1.2r✓' ' = 677.44 SF FLA �I 0 MISC. DETAILS 10'-0" NON TURF BUFFER LINE I ®C D 22.00' x 12.94' = 284.68 SF FLAGGED TIDAL WETLAND LINE O 1.67' x 5.00' = 8.35 SF MAIN HOUSE - ---------------------------- -- 1 i i 1„ \ FL AC,' L_" - -.- - - -. G 3,104.93 SF - , DEC 75 SETBACK O 4.08 x OBO = 2.04 SF LINE I ` z I � 4.08' x 24.36' = 99.3g SF ---------------- --------------------� 4.17' x 0.50' = 2.09 SF '. 3.94' x 7.76' = 30.57 SF ; • - Q LINE OF HIGH WATER MARK ° _ r „' ■ r.y. s ■i - 1 DELINEATING AREA of TIDAL O 0.50' x 8.01' = 4.01 SF 130 � tf WETLANDS AND FLAGGED 2 OP> - _ cv FLOOD ZON WETLANDS AREA PROVIDED L , , FRONT ENTRY _ AE. ELEV 6' BY NATHAN TAFT CORWIN III. O 11.27 X 5.00 _ �✓'6.3✓' SF 563�✓ SF 20.00' x 21.25' = 425.00 SF CABANA X 425.00 SF W 5 T L A K E D R ( V E 0 7.75' x 3.66' = 2&.36 SF ". A� - o _ , 20.00' x 3.00' - Iio0.00 SF ;. INFORMATION TAKEN FROM O = �.. .�..�,, � SITE PLAN N RTH RMA E R P 16.06' x 10.04' 161.24 SF SURVEY PREPARED BY Q , J ,,� I r '`" � �'-` �""��. PROJECT N0: 34.29 x 12.08'-(g.12' x 5.08")=367.89 SF 2202 A002 1" = 20' NATHAN TAFT CORWIN III 3 LAND SURVEYOR ® 4.00' X 42.00" = 168.00 Sr- 6 AUG 1 8 2023 �'��pOt OR \f.\ T , SCALE: LATEST DATE AUG. S, 2012 POOL DECK - 9` WETLAND BOUNDARY FIELD VERIFIED 11/30/22 BY DISTANCE O 19.41' X 19.75' = 383.34 SF 2,10323 SF >', -Y . .,, j_r„z,. 1 I A ' REVISION NO: A MEASUREMENT FROM DWELLING TO WETLANDS IN TO 18.00' X 4.00' = 72.00 SF INA f. ACCORDANCE WITH COLE ENGINEERING SERVICES 12/14/22 11 AUG 16, 2023 25.87' x 22.16' = 573.28 SF 0 �g56 �- �. G SUE DATE: O 11.12' x 20.25' = 225.18 SF 5�``REo o�C"Si SEAL: OCT. 14, 2022 O cj 8.2 511 x 1.15' = 6 3.94 SF [v 0�P �� cG`�� DRAWING FILE: 400251TEPLAN OX 38.00' x 18.00' = 684 SF POOL w 684 SF * S [ z !r DRAWING NO: `tm TOTAL = 6,373.51 SF ��' o OF 4 _ 0021 NEB ------- SCHEDULE (TABLE 3.1)' BEAM and Gustayson/Dundes NAILING S ��—STRAP BL�IVG AT ENDWALL COPYRIGHT © 2023 MINIMUM ROOF LIVE LOADS ALL RIGHTS RESERVED 2�Ye' wEtll.Fam FOR ALL INN OOf'6TFiJCRDN At'DlCR NEW A�I;k�6) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FLOOR SHEATHING ( IN POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) END t� DISTANCE ° BV O XM 2 SAYS RAFTER TO TOP PLATE 3 - SD COMMON NAILS PER RAFTER STRUCTURAL PANELS: ° BACK O 48°ac. --7\TRIBUTARY LOADED AREA ° ATM BACK (TOE NAILED) SD COMMON NAILS 6" CC AT PANEL EDGE AND 12" OC IN FIELD IN SQUARE FEET FOR ANY ° CEILING JOIST TO TOP PLATE 3 - SD COMMON NAILS PER JOIST ROOF SLOPE STRUCTURAL MEMBER. ° (70E NAILED) DIAGONAL BOARD CEILING JOIST TO PARALLEL 7 - 16D COMMON NAILS EACH LAP 2 - SD COMMON NAILS PER SUPPORT RISE 4 INCHES PER FOOT (1,3)TO LESS 45 MST d SECCM fL RAFTER (FACE NAILED) THAN 12 INCHES PER FOOT (I,1) CEILING JOIST LAPS OVER -I - 16D COMMON NAILS EACH LAP PARTITIONS (FACE NAILED) CEILING SHEATHING M.00IW6 2 BAYS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS OACK 0 4W cm COLLAR TIE TO RAFTER 4 SD COMMON NAILS PER TIE 5D COOLERS 7" AT PANEL EDGE AND 10" CC IN FIELD l IN POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) REVISIONS: (PAGE NAILED) BLOCKING TO RAFTER 2 - SD COMMON NAILS EACH END EXCEPTION: BLOCKING IS NOT REQUIRED WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO 1 OCT 31, 2022 (TOE NAILED) 60 BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF RESPONSE TO DEC LETTER RIM BOARD TO RAFTER 2 - 16D COMMON NAILS EACH END EXTERIOR BALCONIES 40 SYSTEM IS USED DATED 10-27-2022 LEND NAILED) DEcKB ENDI.UALL BLOCIGING DETAIL 10 ATTICS WITHOUT STORAGE LSTA24 20 GA RIDGE STRAP - 24II LONG WALL FRAMING HEADER SCHEDULE (TABLE 321) ATTICS WITH STORAGE 20 2 NOV 4, 2022 ROOMS OTHER THAN SLEEPING ROOMS 40 I/ TOP PLATE TO TOP PLATE 2 16D COMMON NAILS PER FOOT FOR 2 X 4 WALLS: 30 INSTALL 1 4" WIDE C T GALVANIZED ADDITIONAL DOB SLEEPING ROOMS 40 STRAPPING �16" O WITH 2 - 8D TYPICAL �� (FACE NAILED) ALL OPENINGS 4'-�o" OR LESS REQUIRE 2 - 2 X 8 MINIMUM STAIRS NAILS EACH END. MIN. 12" BEARING SPACING CORNERS AS REQUESTED HEADER WITH 2 JACK STUDS EACH SIDE 200 ON RAFTER SURFACE TOP PLATES AT INTERSECTIONS 4 16D COMMON NAILS JOINTS - EACH SIDE GUARD RAILS/ HANDRAILS e`B'uc nwo g (FACE NAILED) „ „ V-(r aG tarn stays 'rmx ALL OPENINGS 4 6 TO 6 0 REQUIRE 2 - 2 X 10 MINIMUM STUD TO STUD 2 -', 16D COMMON NAILS 24 CC WITH 2 JACK STUDS EACH SIDE GLAZING PROTECTION FROM WIND BORNE DEBRIS WHERE REQ'DA NOV 30, 2022 (FACE NAILED) NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF ' ' ADDITIONAL DEC FOR 2 X 6 WALLS: � ��'� � HEADER TO HEADER I&D COMMON NAILS 16" oG ALONG EDGES 7/16" AND A MAXIMUM SPAN OF V-0" FOR EVERY WINDOW. PANELS INFORMATION AS REQUESTED (FACE NAILED) ALL OPENINGS LESS THEN 6'-0" REQUIRE 3 - 2 X 8 MINIMUM SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED WITH °° PLAN HEADER WITH 2 JACK STUDS EACH SIDE °TOP OR BOTTOM PLATE 2 - 16D COMMON NAILS PER 2 X 4 STUD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWAREL � DEC �, 2022 TO STUD (END NAILED) 3 16D COMMON NAILS PER 2 X 6 STUD ALL OPENINGS 6'-O" TO V-0" REQUIRE 3 - 2 X 10 MINIMUM SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. s 4 16D COMMON NAILS PER 2 X S STUD WITH 2 JACK STUDS EACH SIDE ° WTUP RELOCATE CABANA ANY OPENINGS LARGER THEN SIZES LISTED OR SUBJECT TO FASTENER TYPE FASTENER SPACING C�E 1�N FOR SLM 5) BOTTOM PLATE TO FLOOR JOIST, 2 16D COMMON NAILS PER FOOT POINT LOADS OR OTHER UNIQUE CONDITIONS REQUIRE .. BANDJOIST, END JOIST OR PANEL SPAN PANEL SPAN PANEL SPAN 51TDIA.ANCHOR A� ; � AE� DEC 23, 2022 A FLITCH BEAM OR OTHER ENGINEERED HEADER ITS C") BLOCKING (FACE NAILED) 4'-C" 4'-6" 6'-8" 2 1/2" 06 WD. SCREWS 16" 12" g POLFEDa DEC COMMENTS IE 2 1/2" •S WD. SCREWS (6" 16" 12" FOUNDATIONWAU FLOOR FRAMING TOP PLATE SPLICE DIMENSION (TABLE 3.20) CMONA(oFEB. 28, 2023 JOIST TO SILL, TOP PLATE 4 SD COMMON NAILS PER JOIST THE MINIMUM SPLICE DIMENSION FOR DOUBLE TOP PLATES OR GIRDER (TOE NAILED) TO BE 4'-0" OR THREE STUDS BAYS GENERAL NOTES DEPT. OF HEALTH AND OWNER COMMENTS BRIDGING TO JOIST 2 SD COMMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORNERS AND 1. ALL CONSTRUCTION IS TO CONFORM TO NYS AND LOCAL BUILDING CODES. ANCHOR BOLT SPECIFICATION (TOE NAILED) A7 INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS Ai MAR 1(o, 2023 BLOCKING To JOIST 2 SD COMMON NAILS EACH END 2. ALL PLUMBING IS TO CONFORM To COUNTY AND LOCAL HEALTH DEPT. 1. USE 5/S" DIA. ANCHOR BOLTS WITH MIN, 7ELIMINATE HOTTUB (TOE NAILED) REQUIREMENTS. EMBEDMENT INTO CONCRETE WITH 3" SQUARE X SILL PLATE ANCHORAGE (TABLE 3.zA) „ BLOCKING 70 SILL OR TOP 3 16D COMMON NAILS EACH BLOCK 5/16 WASHERS AND END NUT SETUP MAR, 21, 2023 PLATE (TOE NAILED) I 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS Aa ANCHOR DOUBLE PLATES 70 FOUNDATION WITH 5/8" ANCHOR BOLTS REQUIREMENTS. MT530 - 1& GA STRAP FROM RAFTER TO STUD BELOW 2. ANCHOR BOLTS NOTED ARE NOT To BE USED FOR LEDGER STRIP TO BEAM 3 -' 16D COMMON NAILS EACH JOIST 16" LONG 3'-0" CC: WITH 3" SQUARE 1/5" TH. WASHERS OR REPLACED BY HOLD DOWNS FOR SHEARWALLS COORDINATE SEPTIC (FACE NAILED) 1 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR INSTALL 11/4" WIDE 20 GA GALVANIZED 3. ONE ANCHOR BOLT TO BE LOCATED BETWEEN START ANCHOR BOLTS 12" FROM EACH CORNER OR INSTALL TO START OF WORK. NOTIFY ARCHITECT OF CONFLICTS 4 DISCREPANCIES. STRAPPING e16" CC: WITH 3 - SD (oll MIN TO 1211 MAX FROM ENDS AND CORNERS As JUN, 5, 2023 JOIST ON LEDGER TO BEAM 3 SD COMMON NAILS PER JOIST SIMP50N HOLD DOWN AT CORNERS NAILS e EACH END. MIN. 12" BEARING FILING SET (TOE NAILED) 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. ON STUD SURFACE BAND JOIST TO JOIST 3 16D COMMON NAILS PER JOIST COORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. LEND NAILED) SO THAT ANCHOR BOLTS DO NOT INTERFERE WITH JOISTS SHEATHING TO BE NAILED TO TOP PLATE 6. THE ARCHITECT IS To BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND IS BAND JOIST TO SILL OR TOP 2 - IroD COMMON NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES A7 EVERY STUD NOT RESPONSIBLE FOR CHANGES MADE WITHOJT NOTIFICATION. PLATE (TOE NAILED) Y 7. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK ROOF SHEATHING (TABLE 3B) SIMPLIFIED ROOF SHEATHING DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD 4'-0" PERIMETER ZONE: PRESSURE 4 NAILING ZONES PRACTICE. ALL SURFACES TO BE STRAIGHT, LEVEL AND PLUMB, LE EN GD H SD COMMON NAILS 6" oC AT PANEL EDGE AND 6" CC IN FIELD 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE, INTERIOR ZONE: 9. THE INSTALLATION OF ALL PRODUCTS AND MATERIALS TO CONFORM TO SD COMMON NAILS 6" CC AT PANEL EDGE AND 12" CC IN FIELD O3 ® MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. LE GTH 1 10, CONCRETE TO BE 4000 PSI MIN, ON 2 TON PER SQUARE FOOT CLEAR SPAN 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH SOIL BEARING CAPACITY. PORCHES, STEPS, GARAGE SLABS HAUNCH AND OTHER RAFTER. EXTEND 2'-0" MINIMUM ON EACH SIDE. ATTACH STRAPS A5 1 Oj �2 ( I EXPOSED SLABS TO HAVE 3500 PSI MIN. CONCRETE. VERIFY SOIL SEE DETAILS ON STRAFFINC� PER MANUFACTURERS RECOMMENDATIONS I J i 1 BEARING CAPACITY IN FIELD. STEEL TO BE ASTM A-36. AT FOUNDATION AND OTHER INFORMATION WALL SHEATHING (TABLE 3,'B) 0END PROJECT NAME: 11, DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS LENGTH AND UNDER TUBS. SPACE JOISTS 12" oG UNDER ALL BATHROOMS AND Provide minimum V I°, REPLACEMENT DWELLING 4'-0" EDGE ZONE: Oj I KITCHEN AND OTHER AREAS WITH STONE FLOORING. end distance I TYPICAL NOTES THAT APPLY FOR FOUNDATIONS OTTOMANELLI RESIDENCE Equal number of SD COMMON NAILS 6" OG AT PANEL EDGE AND 12" OG IN FIELD I I specified nails in '------------- 12. HEAVY DUTY JOIST HANGERS (TECO) REQUIRED AT ALL FLUSH CONDITIONS. each end INTERIOR ZONE: I O O I 1, HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR 02, fb = 1150 PSI, E = 1AM PSI (SIMPSON HDQS OR PHD60 250 MIDWAY ROAD -------�- ' L EDGE AND 12" OC IN FIELD 0--- ---- ----------I O j O ® ALL HEADERS AND GIRDERS TO BE DOUG-FIR IT, fb = 1250 PSI, E = 1.7M PSI. 2, 5/0" ANCHOR BOLT 16" LONG MIN. e 3'-0" CC SOUTHOLD, NY 119-I1 SD COMMON NAILS 6 CC AT PANE UNLESS OTHERWISE NOTED ON THE FRAMING PLAN. CSI(o l& GA FLOOR TO FLOOR TIE WITH 3 BY 3 BP WASHER (1211 FROM CORNERS) I SIMPLIFIED WALL SHEATHING (4) j 14. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL 121 APPROVED. COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING DRAWING TITLE: PRESSURE 4 NAILING ZONES -------- ---------i---------- --____-- INSTALL 11/4" WIDE 20 GA GALVANIZED 15. PROVIDE BRIDGING OF SOLID 2X OR 15 GA STRAPS NOT TO EXCEED 8 _0 CC. STRAPPING e16" CC, WITH 3 - SD 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE O I ® ® O3 ..NAILS 6 EACH END MIN 12" BEARING ' REST ON STEEL BEARING PLATES. ALL LVL'S NOT TO CONTACT INFORMATION 16. PROVIDE WATERPROOFING AND TWO INCH INSULATION AS PROTECTION BOARD ON STUD SURFACE CONCRETE. DO NOT PACK LVL'S - ALLOW VENTILATION. AT ALL EXTERIOR FOUNDATIONS WALLS. 11. ALL FLITCH PLATES, LVL'S AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. Ia. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0" OG. I 0 1 I6Q)19, ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION. 1 O 20, BATHROOM EXHAUST VENTILATION SHALL SUPPLY A MINIMUM OF 80 GFM FOR '4 ' © 1 INTERMITENT USE AND 20 CFM FOR CONTINUOUS USE. DECIBEL RATING TO BE ® .. 5 5 1.0 SONES OR HIGHER. RATIO LIMITS = H/L S 3 1/2 bt �: 00 PLYWOOD NOT SHOWN 21. HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY WALL SHEATHING NAILING SCHEDULE ROOF SHEATHING NAILING SCHEDULE FROM EXTERIOR WALLS IN HABITABLE ROOMS. FOR CLARITY ; . . `: LIDBLOCKING 22. GLAZING SHALL CONFORM TO THE NYS RESI DENT IALCODE. TEMPERED GLAZIING SO a ZONE °> ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 IN ALL SIDELIGHTS AND DOORS. SEAMS 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE - FIELD 12" O.C. 12" O.C. FIELD all O.G. 12" O.C. 3" O.G. 4" O.C. EGRESS WINDOWS. F��71 11__' EDGE 6" O.C. 6" O.C. EDGE F4 ' O.C. 6" O.C. 3" O.C. 4" O.C. 24, PROVIDE A HARD-WIRED SMOKE AND CARBON MONOXIDE DETECTION SYSTEM PLYWOOD SHEATHING WHERE REQUIRED BY CODE AND AS SHOWN ON THE DRAWINGS. CONNECT TO i $D COMMON NAILS a 6' CENTRAL STATION WITH BACK-UP POWER SOURCE. j ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED Q.C. EDGE & FIELD. WITH 66 COMMON NAIL5-2" X 11 1/2' GA.- PATTERN AS WITH ad COMMON NAILS-2 1/2" X 10 1/4' GA.- PATTERN AS PROJECT NO: 25. ALL STAIRWAYS SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND AS NOTED: R� STAIRWAY WIDTH �t , pOSORq- INDICATED ABOVE. INDICATED ABOVE. 36 INCHES MINIMUM HANDRAIL HEIGHT 34 IN. 'I 41 , ,r \, S220:2 NOTE: THIS SET OF PLANS HAS BEN DESIGNED IN ACCORDANCE WITH THE AMERICAN MAXIMUM RISER HT S 1/4 MAXIMUM HANDRAIL HEIGHT 35 IN "--HOLD DOWN SEE FOREST AND PAPER ASSOCIATION (AF # PA) WOOD FRAME CONSTRUCTION MANUAL MIN. TREAD DEPTH 9 INCHES MINIMUM HANDRAIL DIAM. 1 1/4 IN - DETAILS THIS SHEET " 1 MIMIMUM NOSING 3/4 INCHES 1"AXIMUM HANDRAIL DIAM. 2 IN. +F REVISION NO: FOR ONE AND TWO FAMILY (DWELLINGS, 1995 SBC HIGH WIND EDITION. MAXIMUM NOSING 1 3/4 INCHES MINIMUM HANDRAIL CLEAR. 1 1/4 IN MIN. CLEAR HEADRM &4 INCHES MNIMUM NO. OF HANDRAILS ONE �'" 9 JUN 5, 2023 MINIMUM ILLUMINATION 10 Fr_ MINIMUM GUADRAIL HEIGHT 36 IN. r o ro (j 40 � SUE DATE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL HAVE A MAXIMUM 4 IN. SEA : OCT. 14, 2022 UNLESS ACTING UNDER THE DIRECTION OF A CLEAR OPNG. MAXIMUM 6 INCH DIAM. OPENING AT THE TRIANGULAR SPACE LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. DRAWING FILE: IF AN ITEM BEARING THE SEAL OF- AN ARCHITECT SHEARWALL SEGMENT DETAIL (TYP) 40035LDGNOTE5 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 26. GENERAL CONTRACTOR SHALL RETAIN SERVICES OF LICENSED ENGINEER TO HIS ITEM THE SEAL AND THE NOTATION TO DESIGN SNORING DETAILS FOR EXCAVATION AND SHALL BE TOTALLY 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM SILL TO DRAWING NO: "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND RESPONSIBLE FOR DESIGN AND INSTALLATION. TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE (SIMPSON HDQS OR PHD(o) DESCRIPTION OF THE ALTERATION. IT IS ,4 VIOLATION OF THE, LAUD FOR AN1' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A Gustayson/Dundes LICENSED ARCHITECT, TOIALTER AN ITEM IN ANY W,4Y. COPYRIGHT 0 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT ALL RIGHTS RESERVED IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM T14E SEAL AND THE NOTATION CONSULTANTS: "ALTERED 8Y" FOLLOWED 5Y HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 3'-2" MIN CAST A 1" x 11/2" LEDGE FOR GRATE (TYP 3 SIDES) REVISIONS: INCLUDE BRICK COPING TOP OF WINDOW WELL TO BE OCT 31, 2022 �p AT ELEv 130 "WATCH DOG" RESPONSE TO DEC LETTER WATERPROOFING GRADE DATED 10-21-2022 • • ------------------------------------ --------- 2" BOARD INSULATION a d SOIL DO NOT SACKFILL UNTIL FOR EGRESS EL LADDER A NOV 4, 2022 FIRST FLOOR FRAMING ADDITIONAL DOB IS COMPLETE TWO 04 AT OPNG X M.O. INFORMATION AS REQUESTED - - - - - � - - - - - - - � � EXTEND 1'- EACH END a � `� a a 2" CL. ro" s d ° 00 moo --------a-------------------------, I a FACE OF FOUNDATION WALL ° AB NOV 30, 2022 00 00 • • a WATERPROOFING MEMBRANE ADDITIONAL DEC _ a •4 AT 12" VERT. ° a --'� ON EXTERIOR OF WINDOW INFORMATION AS REQUESTED ---------------------------i h I i ° HOR JOINT REINFORCEMENT WELL SIMILAR TO MAIN HOUSE - . A 0'4 DOWELS s 12" O.C. B ° 4 DEC 1, 2022 3'=0" TYPICAL i ;ADD "8 S"OC VERTICAL 9 - RELOCATE CABANA NOTES � ; I � ;h PRE-MOLDED FILLER OF a CAULK 1. STEEL TO SE ASTM A992 - 50 <61 i i a I i ° 4" CONC. SLAB W/ fo" x 6° CONCRETE SLAB a ° STUCCO ON INSIDE 5 DEC 23, 2022 0 WIA x WIA WWM OF AREAWAY 2. CONCRETE TO BE fC = 35 WITH PSI 28 DAYS ; ; I - H WWM °a DEC COMMENTS ---------------°------------ ---- THRE;E 0 4 CONT. 012110 c. LONG WAY i i i a = 3/4 PEA GRAVEL FEB. 28, 2023 0 4 CONT. s2411oc. SHORT WAY I ------ - ------ -__ (oll BELOW SILL ° - a DEPT. OF HEALTH AND Q 105 12110C HORIZONTAL OWNER COMMENTS r 50 GAL. DRYWELL - PUMP ' ° ----- ------ --------- ------------------- i I ABOVE GRADE MAR. 1(0, 2023 ' a 6 MIL VAPOR BARRIER azi�I _ a ° I A . °a ® a ° ° 1 i "4 10" S ELIMINATE HOTTUB 3 GRAVEL L-____-� i—FOOTING BELOW SOIL ° MAR. 21, 2023 45 °I 2x4KEY C° COORDINATE SEPTIC 7„ (4) 05 REBAR 10„ a° JUN. 5, 2023 BEAR FOOTING ON G n a Aa UNDISTURBED SOIL a FILING SET IF A JUL. 1, 2023 D DETAIL OF HAUNCH D DETAIL OF �'P I C,4L CORNER rD FOUNDATION FOOTING DETAIL �� DETAIL� � � � AREA of SITE rD DISTURBANCE R�A ,4004 SCALE = 1" = 1'-0" IF REQ'D A004 RE INFORC INCH SCALE = 1" = 1'-0" ,4004 SCALE = 1" = 1'-0" �4004 SCALE = 1/2 " = 1'-0" SIMILAR AUCz. 1�, 2023 An DOB COMMENTS BEAD BOARD BEAM BEARING ONTO POST a CEILING AT PORCH ---- — - -----es-p- �- WOOD PLATE OR 10" x1011x11211 BEARING PLATE i WITH 2 ANCHORS ---------- a PROJECT NAME: INTO CONCRETE a � 1'-6" DEEP POCKET REPLACEMENT DWELLING ° OTTO"IANELL I RESIDENCE a ALIGN a ------------ 250 MIDWAY ROAD CE I L INCH SOUTHOLD, NY 119l1 D S POC<E I 5E AR I NG� DETAIL DRAWING TITLE: FOUNDATION DETAILS i ax WALL coNstRucTloN MISC. FRAMING DETAILS 4004 SCALE = 1" = 1'-0" 4" STD. PIPE COLUMN 10.71S "/FT. _ SEE PLAN FOR LOCATION 14" DIA. COLUMN 3/4" FIN WOOD FLOORING OF COL'S Y �` INSTALL STRONUSACK PARTITION „ „ REINFORCEMENT IMMEDIATELY AFTER AVANTECH SUB-FLOOR FRAMING .FULL LENGTH AT ALL PARTITIONS. i LINE OF FINISHED FLOG 9�z" MCI 6500a 1B SERIES g16"O.C. _ ' t" �' -4- 1/211 DIA, BOLT 2411 O.C. 10" x 12" x 3/4" BASE PLATE °'<- '��;' r irYt` ` , • ` � '_� STAGGERED — — — — — — WITH FOUR 3/4" DIAM. ANCHOR BOLTS %11 STEEL PLATES @ 1t�z"��-I• 1 MAINTAIN STRONGBACKS UNTIL READY TO BE INSTALLED ,. STONE OR GWB IS a r BRICK FACING PIER HD JOIST HANGER ' 9 3'-0" x 3'-0" x 1'-0" DEEP FTG. -..� ---------- -------- ----------_--_-- WITH 4- 04 BOTTOM EACH WAY PROJECT N0: FLOOR -:- - n1~nRc G ------- .�� Qp�oRD\�y�� 2202 JS. SCALE: 4-40 REVISION NO: 11 AUG 16, 2023 � -oil - D A 0 0 456 G SUE DATE: C �� 4D t OCT. 14, 2022 IPIC4L COLU1„IN I rD2 " P (C L DETAIL OF FL ITCH pE LF / / � . OF � / - �004 SCALE 3/4" 1 -0" �� ox, DRAWING FILE,004 AQQ4NITS . . . " IF RE44165 w �� A004FOUNDATIONDETAILS O I:' �r MODIFY DETAIL AS REQUIRED TO COMPLY WITH SPECIFIED � �� NUMBER OF LVL'S AND FRAMING MEMBERS DRAWING NO: ��.. 01495� i Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: AiOCT 31, 2022 �4 RESPONSE TO DEC LETTER DATED 10-21-2022 - - - -- _ NOV 4, 2022 ELI - -- - - ,4DDITION,4L DOB - -_ � 3 NOV 30, 2022 ADDITIONAL DEC 1NFORIATION AS REQUESTED REAR ELEVATION LOOKING EAST CABANA ELEVATION COKING EAST A DEC -i, 2022 RELOCATE CABANA DEC 23, 2022 DEC COMMENTS A(oFEB, 28, 2023 DEFT. OF HEALTH AND OWNER COMMENTS AiMAR. 1(o, 2023 ELIMINATE HOTTUB AaMAR, 21, 2023 RD AT S T .,, ,,,. COO IN E EF f C n, -,. r., Os JUN, 5, 2023 ND r I FRONT ELEVATION LOOKING WEST PROJECT NAME: na REPLACEMENT DWELLING OTTOMANELL I RESIDENCE 250 M f DWA1' ROAD f -- 50UTHOLD, NY 119-I1 R — DRAWING TITLE: mi ND PYRAMID DRAWING5 NP 51DE ELEVATION LOOKING SOUTH ZON i --.""` • t 40 h'I - a - 2 PROJECT N0: e A � 2202 45 D a �� SCALE: e JuN 5, 2023 0- 0 495r0 0 SUE DATE: I F SEA : OCT. 14, 2022 DRAWING FILE: SIDE ELEVATION LOOKING NORTH SCALE = 1/l(o = V DRAWING NO: - � 0 Gustayson/Dundes COPYRIGHT C 2023 Generated by REScheck-Web Software REScheck Software Version : REScheck-Web ALL RIGHTS RESERVED Compliance Certificate v Inspection Checklist p CONSULTANTS: Floor-Over garage:All-WoodJoistirrruss 544 30.0 0.0 0.033 0.047 18 26 Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Floor-2nd Fir over amb:All-Wood Joist/Truss 197 30.0 0.0 0.033 0.047 7 9 Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each Project 250 M idlNay Road Basement Wall:Solid Concrete or Masonry requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception Wall height:8,0' 737 13.0 0.0 0.059 0.059 42 42 is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 20118 IECC Depth below grade: 7.0' Insulation depth:8.0' Location: Southold, New York Section ' Door-Basement Doors:Solid Door(under 50% Plans Verified Field Verified 21 0.320 0.320 7 7 # Pre-Inspection/Plan Review Construction Type: Single-family glazing) Value Value: Compiles? Comments/Assumptions Project Type: New Construction & Re .tD REVISIONS: Conditioned Floor Area: 4 6915 ft2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 103.1, ;Construction drawings and ❑Complies :Requirement will be met. l calculations submitted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in 103.2 ;documentation demonstrate ❑Does Not Al OCT 31, 2022Glazing Area 30%, REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist_. [PR111 :energy code compliance for the s 1 Climate Zone: 4 (5572 HDD) !building envelope.Thermal ; :[]Not Observable Permit Date: Tom BaCCarella �''� 11/02/2022 ;envelope represented on '❑Not Applicable RESPONSE TO DEC LETTER Name-Title re Date construction documents. DATED 10-21-2022 Permit Number: 103.1, ;Construction drawings and : !❑Complies ;Requirement will be met, 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for i i NOV 2022 Construction Site: Owner/Agent: Designer/Contractor: � ;❑Not Observable ; [PR3]1 ;lighting and mechanical systems. ; , 250 Midway Road H.Bradford Gustayson Tom Baccarella �j ;Systems serving multiple ;❑Not Applicable ADDITIONAL DOl3 Southold,NY 11971 Gustayson Dundes Architecture& NY Building Technology Group :dwelling units must demonstrate Design 159 NY 25A ;compliance with the IECC r INFORMATION AS REQUESTED 152 Madison Avenue-15th Floor West Building,Suite B ;Commercial Provisions. ' New York, NY 10016 Miller Place,NY 11764 (212)251-0212 631-495-0289 302,1, :Heating and cooling equipment is; Heating: Heating: :❑Complies ;Requirement will be met. bgustayson@gdarchitects,com Info@NYBTG.com 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :ODoes Not [PR2]2 on loads calculated per ACCA : Cooling: ; Cooling: !L�) Manual J or other methods ; Btu/hr Btu/hr :❑Not Observable ; approved by the code official. :ONot Applicable A NOV 30, 2022 • : r • s .`. ADDITIONAL DEC Compliance: 3.7%Better Than Code Maximum ILIA: 834 YourUA: 803 Maximum SHGC: 0.40 Your SHGC: 0.32 Additional Comments/Assumptions: ' INFORMATION AS REQUESTED The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade DEC 1, 2022assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. RELOCATE CA5ANA Envelope Assemblies ADEC 23, 2022 . W DEC COMMENTS Ceiling-1st/2nd Fir flat ceiling: Flat Ceiling or Scissor 2,867 38.0 0.0 0,030 0.026 86 75 Truss FEB. 20, 2023 Wall-1st/2nd Fir walls:Wood Frame, 16"o.c. 3,832 21.0 0.0 0.057 0.060 143 151 A& Door-Entry doors,solid:Solid Door(under 50% 77 0,320 0.320 25 25 DEFT. OF HEALTH AND glazing) OUJNER COMMENTS Door-French doors,glass:Glass Door(over 50% glazing) 232 0.320 0.320 74 74 SHGC:0.32 -� MAR. 16, 2023 Door, Nana wall,glass:Glass Door(over 50% ELIMINATE NOTTUS glazing) 143 0.320 0.320 46 46 SHGC:0.32 MAR. 21, 2023 Windows-Double Hung:Wood Frame 867 0.320 0.320 277 277 8 SHGC:0.32 Wall-2nd Fir to Attic:Wood Frame, 16"o.c. 361 21,0 0.0 0.057 0.060 19 20 COORDINATE SEfi T iC Door-Attic door:Solid Door(under 50%glazing) 1 20 0.320 0.320 6 6 JUN. 5, 2 02 3 Floor-1st Fir over crawl:All Wood Joist/Truss 1,225 30.0 0.0 0.033 0.047 40 58 A9 Floor-1st Fir over uncon.:All-Wood joist/Truss 390 30.0 0.0 0.033 0.047 13 18 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tler 3) FILING SET Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Section Section Section Plans Verified Field Verified Plans Verified Field Verified # Foundation Inspection Plans Verified Field Verifled Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions p Value Value' p & Re .ID Value Value. &Req.ID Value Value &'Req.1D 1 T402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the EnvelopeAssemblies 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;see the Envelopeassemblles 403.E 2 ;Automatic or gravity dampers are: i ;❑Complies Requirement will be met. PROJECT NAME: IF0411 ;insulation R-value.Where interior R_ R_ :table for values. 402.3.4 j❑Does Not ;table for values. [FR19] ;installed on all outdoor air i, ;❑Does Not j❑Does Not [FR1]1 ;intakes and exhausts, REPLACEMENT DWELLING ;insulation is used',verification � i Not Obserdable ' ;❑Not Observable �, ;❑Not Observable : i❑ may need to occur during: Not Applicable ;❑Not Applicable i ❑Nat Ap plicable OTTOMANELLi RESIDENCE ;required in warm-humid locations : 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies Additional Comments/Assumpttons: RESIDENCE ;in Climate Zone:3. 402.3.1, average). :❑Does Not :table for values. 303.2 ;Conditioned basement wall °❑Com lies ;Re uirement will be met, 402.5 1 p q 402.5 ❑Not Observable [F05]1 ;insulation installed er 1 p `Oboes Not [FR2] ❑Not Applicable � ;manufacturer's instructions. � II 1 • pp : 250 MIDUJA`i' ROAD `I 1 ° ❑Not Observable to 4 � ;❑Not Applicable SOUTHOLD, N ' 11 B 303.1.3 ;U-factors of fenestration products; ;❑Complies ;Requirement will be met. 402.2.9 ;Conditioned basement wall ft ;❑Complies :See the Envelope Assemblies [FR4]1 :are determined in accordance ❑Does Not [F0611 ;insulation depth Of burial or :0Does Not :table for values. :with the NFRC test procedure or 3 ' DRAWING TITLE: distance from top of wall_41. . :taken from the default table. k ;❑Not Observable ❑Not Observable ; , 1 ;❑Not Applicable RESCNECK CERTIFICATION ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ; ;[]Complies ;:Requirement will be met. 303.2.1 ;A protective covering is installed l ;[]Complies ;Exception:Requirement is [FR23]1 ;installed per manufacturer's s ;❑ 2 Does Not F011 ao protect ex osed exterior [ ) p p TI :not applicable. instructions. ; insulation and extends a Does Not PP : ' ❑Not Observable '•� :❑Not Observable ;minimum of 6 in,below grade. ;❑Not Applicable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies ;Requirement will be met. 403.9 ;Snow-and ice-melting system ?❑Complies ;Exception:Requirement is [FR20]1 ;is listed and labeled as meeting : ❑ [FO12]2 :controls installed. :❑Does Not :not applicable. t) ;AAMA/WDMA/CSA 101/1•S.2/A440; Does Not ' ;❑Not Observable ; :or has infiltration rates per NFRC 1 13Not Observable j❑Not Applicable 1400 that do not exceed code {❑Not Applicable ., Additional Comments/Assumptions: 402.4.5 ;IC-rated recessed lighting fixtures; :❑Complies ;Requirement will be met. [FR16]2 :sealed at housing/interior finish ;❑Does Not ;and labeled to indicate s2.0 cfm ;leakage at 75 Pa. i ❑Not Observable ; 1 i❑Not Applicable 1 403.3.1 ;Supply and return ducts in attics .❑Complies :Requirement will be met. [FR12]1 :insulated>= R-8 where duct is ❑Does Not >=3 inches in diameter and>_ ` ,R-6 where<3 inches.Supply and ;❑Not Observable :return ducts in other portions of d ,❑Not Applicable A :the building insulated>=R-6 for ;diameter>=3 inches and R-4.2 t i . � :for<3 inches in diameter. ` �,`�,,, .•�•+ . 403.3,2 ;Ducts,air handlers and filter r ❑Complies :Requirement will be met. , [FR13}1 :boxes are sealed with f ❑Does Not 4 Joints/seams compliant with : ~ :International Mechanical Code or I '❑Not Observable ; :International Residential Code,as . ❑Not Applicable k ;applicable. Ilk 403.3.5 ;Building cavities are not used as ; ;❑Complies ;Requirement will be met. j [FR15]3 :ducts or plenums. ❑Does Not I g :,[]Not Observable ' ;❑Not Applicable PROJECT N0: 403.4 :HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. �l~p A� [FR17]2 :above 105 OF or chilled fluids :ODoes Not , �,�c� R0��, 2202 ;below 55 OF are insulated to 2tR- : �. gOFORp ;3. UNotObservable b� use f.ryG SCALE: j❑Not Applicable N 403.4.1 ;Protection of insulation on HVAC ; :❑Complies ;Requirement will be met. i [FR24]1 piping• ;❑Does Not ;❑Not Observable I REVISION NO: i :[]Not Applicable M e JUN 5, 2023 403.5.3 ;Hot water pipes are insulated to : R- R- ;❑Complies ;Requirement will be met. 0 4ghrO �'� SUE DATE: [FR18]2 zR-3. :E]Does Not C„ ❑Not Observable ; ❑NotApplicabte OCT. 1�•, 2022 DRAWING FILE: C I I 1 t ligh Impact(Tier 1) Z Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law Impact(Tier 3) 40Q,�O JCt"t t✓ Project Title:250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 4 of10 Data filename: Page 5 of10 Data filename: Page 6 of10 DRAWING N0: Gustayson/Dundee COPYRIGHT (C) 2023 Section Section ALL RIGHTS RESERVED Section Plans Verified Field Verified # Final Inspection Provisions Plans Verified Fiefd Verified # Final Inspection Provisions Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions p Value Value' Complies? Comments/Assumptions � p Value Value: Complies? Comments/Assumptions & Re ID Value Value, &Reg.ID &Req.ID q' 402.1.1, 'Ceiling insulation R-value. ; R- R- ;❑Com lies ;see the Envelo eassembtles 403.6.1 ;AII mechanical ventilation system ❑Com lies 303.1 ;All Installed insulation Is labeled i ❑Com lies :Requirement will be met. p P p ;Requirement will be met. p R q 402.2.1, ;table for values. [F125]2 :fans not art of tested and listed + CONSULTANTS: ❑Does Not ;❑ ;❑ Wood :ODoes Not [IN13]2 ;or the installed R-values L ; Wood p ❑Does Not 'provided. ; I ; 402.2.2, ;❑ Steel ;❑ Steel Not Observable ; ;and airHVAC limits perent meet ;❑ 'I ❑Not Observable ; 402.2.6 ❑ Not Observable , i ❑Not Applicable [Fill' ;❑Not Applicable j ;R403.6.1. ;❑Not Applicable 402.1.1, ;Floor insulation IR-value. R- R- ;❑Complies ;See the Envelope assemblies 403.2 ;Hot water boilers supplying heat ` ;❑Complies :Requirement will be met. 402.2.6 ;table for values. [FI26P 'through one-or two-pipe heating t ❑Does Not ❑ Wood ,❑ Wood ;❑Does Not 303.1.1.1,,Ceiling insulation installed per ;❑Complies ;Requirement will be met. ;systems have outdoor setback [INl]' ;❑ Steel ❑ Steel ;❑Not Observable 303.2 :manufacturer's instructions. ❑Does Not I '❑Not Observable 4i [FI2]' !Blown insulation marked every ; control to lower boiler water j❑Not Applicable :300 ft2. _ ❑Not Observable ; temperature based on outdoor f. :ONot Applicable ; ❑Not Applicable temperature. ; 403.5,1.1 ;Heated water circulation systems i ;❑Complies ;Requirement will be met, REVISIONS: 303.2, ;Floor insulation 'Installed per ; ;❑Complies ;Requirement will be met. 402.22 ;Vented attics with air permeable t ❑Complies ;Requirement will be met. 403.52 ;have a circulation pump.The 402.2.8 :manufacturer's instructions and f ;❑Does Not [F1221 ;insulation include baffle adjacent Not ;system return pipe is a dedicated 1❑Does Not [IN2]' jin substantial contact with the ;to soffit and eave vents that ; i; ;underside of the subfloor,or floor 4 ❑Not Observable ; ;return i :extends over insulation. ❑Not Observable ; p pe or a cold water supply;:. . '[--]Not Observable ; AOCT 31 2022 ;framing cavity insulation is in ;❑Not Applicable ; ❑Not Applicable pipe.Gravity and thermos- :[]Not Applicable 'contact with the to side of ' ;syphon circulation systems are , RESPONSE TO DEC LETTER p s ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met, ;not resent.Controls for;sheathing,or continuous [F13]' :insulation aR-value of the ; p ;insulation is installed on the ; ;❑Does Not 'circulating hot water system DATED �!�-2�-2022 t ;adjacent assembly. underside of floor framing and l c❑Not Observable ; j pumps start the pump with signal t extends from the bottom to the ;❑Not Applicable ;for hot water demand within the ;top of all perimeter floor framing + i :occupancy.Controls r members. : 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ;Requirement will be met. :automatically turn off the pump NOV , 2022 [FI1711 ;ach in Climate Zones 1-2,and ;❑Does Not ;when wateris in circulation loa 402.1.1, ;Wall insulation Ft-value,if this is a: R- R- ;❑Complies ;See the Envelope assemblies <=3 ach in Climate Zones 3-8. ; p I 402.2.5, :mass wall with at least'h of the Wood ;table for values. ;is at set-point temperature and ;❑ ;❑ Wood ,❑Does Not :nNotObservable ; ADDITIONAL DOB 402.2.6 :wall insulation on the wall ; no demand for hot water exists. ❑Not Applicable INFORMATION AS REQUESTED mass ;❑ Mass ❑Not Observable 403.5.1.2 ;Electric heat trace systems ;❑Complies Exception:Requirement is [IN3]' ;exterior,the exterior insulation ❑ Steel ;❑ Steel ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI29]2 :comply with IEEE 515.1 or UL;requirement applies(FR10). Pp [F1271' :determine air leakage with ft2 ; ft2 ❑ i ;❑Does Not :not applicable. Does Not ;515.Controls automatically!either, Not Observable Rough-in test:Total ; ;adjust the energy input to the ❑ ,leakage measured with a ;❑Not Observable ; ❑Not Applicable 303.2 ;Wall insulation is installed per ;❑Complies Requirement will be met. ;pressure differential of 0.1 inch ;❑Not Applicable j :heat tracing to maintain the t pp [IN411 :manufacturer's:Instructions. I ;desired water temperature in the ; ; NOV 30, 2022 ❑Does Not ;w.g,across the system including piping. z 4 ! ;the manufacturer's air handler ; 403.5.2 ;Demand recirculation water ADDITIONAL DEC :enclosure if installed at time of _ :❑Complies ;Exception:Requirement is ❑Not Applicable ;test.Postconstruction test:Total : [FI30)2 systems have controls that ❑Does Not ;not applicable. INFORMATION ,4S REQUESTED Additional Comments/,Assumptions: ;leakage measured with a ; ;manage operation of the pump I ❑Not Observable ;pressure differential of 0.1 inch :and limit the temperature of the ;w.g.across the entire system :water entering the cold water k ;❑Not Applicable ;Including the manufacturer's air piping to<=1044F, g DECA -1, 2022 handler enclosure. 403.5..4 :Drain water heat recovery units t- - :❑Complies 'Exception:Requirement is RELOCATE CABANA 403.3.4 :Duct tightness test result of<=4 cfm/10o cfm/1)0 ;❑Complies ;Requirement will be met. [FI31] ;tested in accordance with CSA ❑Does Not :not applicable. [F14]' ;cfm/100 ft2 across the system or : ft2 ft2 ;❑Does Not : ;B55.1.Potable water-side I <=3 cfm/100 ft2 without air ,pressure loss of drain water heat , t ❑Not Observable ; handler @ 25 Pa.For rough-in j ;❑Not Observable ; :recovery units<3 psi for 1 ❑Not Applicable ;tests,verification may need to : ;❑Not Applicable ;individual units connected to one DEC 23, 2022 ;occur during Framing Inspection. .or two showers.Potable water- DEC COMMENTS side pressure loss of drain water 403.3.2.1 :Air handler leakage designated i ❑Complies :Requirement will be met. !heat recovery units<2 psi for I (F124]' 'by manufacturer at<=2%of I. ;❑Does Not b ;individual units connected to :design airflow. :❑Not Observable :three or more showers. A(o FEES. 28, 2023 'r ; CiNot Applicable 404.1 t 90%or more of permanent i :❑Complies Requirement will be met. 403.1.1 ;Programmable thermostats A' 3 ❑Complies ;Requirement will be met. [FI6]' :fixtures have high efficacy lamps. ;❑Does Not DEPT. OF HEALTH AND [FI912 installed for control of primary ❑Does Not f I ! '❑Not Observable 1 OWNER COMMENTS ;heating and cooling systems and I. Y [Not hcable initially set by manufacturer to r []Not Observable : pp code specifications. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have k i ❑Complies ;Exception:Requirement is MAR- 16, 2023 403.1.2 :Heat pump thermostat installed ( ,OComplies Requirement will be met. [FI23]3 ;no continuous pilot light. } ;❑Does Not not applicable. [Fllo]2 :on heat pumps. [ # ❑ ? « t _ ELIMINATE HOTTUB 4 Does Not i °❑Not Observable , ❑Not Observable ; '❑Not Applicable s :❑Not Applicable [F 1.3 '.Compliance certificate posted. € E ;❑Complies ;Requirement will be met. , MAR. 2�1 2023 403.5.1 :Circulating service hot water z, ;❑Complies ;Requirement will be met. ❑Does Not ; [FI1112 ;systems have automatic or # ❑Does Not i COORDINATE SEPTIC ;accessible manual controls. ❑Nat Observable l ;❑Not Observable ; _ ;❑Not Applicable JUN. 5, 2023 ! ❑Not Applicable 1Ae QHigh Impact(Tier 1) 2 Medium impact(Tier 2j 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) FILING SET Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 7 of10 Data filename: Page 8 of Data filename: Page 9 of10 Section Plans Verified Field Verified # Final inspection Provisions Complies? Comments/Assumptions 01 IECC Energy &Re .ID Value Value; 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. PROJECT NAME: [FI18I3 :mechanical and water heating ;❑Does Not � '^ nc C� ICI Ce REPLACEMENT D W ��I*t systems have been provided. (+ DWELLING �l ❑Not Observable OTTO1"LANE II I RESIDENCE '.❑Nat Applicable � I I J...J... Additional CommentsfAssumptions: Above-Grade Wall 21.00 250 MIDWAY ROAD Below-Grade Wall 13.00 SOUTHOLD, Nei' 119l1 Floor 30.00 DRAWING TITLE: Ceiling /Roof 38.00 Ductwork (unconditioned spaces): RESCHECK CERTIFICATION Window 0.32 0.32 Door 0.32 0.32 Heating System: Cooling System: .ate Water Heater ® ® " Name: Date: Comments i -AJLw `P� ,. ii . . :' 'N - `- PROJECT NO: 2202 SCALE. X ' REVISION NO: »' g JUN 5, 2023 r e 49 0 SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: 1�High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 4001RESCHECK Project Title: 250 Midway Road Report date: 11/02/22 DRAWING NO: Data filename: Page 10 of10 A 0 1 I Gustayson/Dundes COPYRIGHT ® 2023 ALL RIGHTS RESERVED CONSULTANTS: W = 11110 x 68 STEEL eEA1'M X = W10 x 2(o STEEL BEAM S-1 5-2 6-1 A-301 E-1 -303 -303 REVISIONS: A202 AOCT 31, 2022 RESI`'ONSE TO DEC LETTER DATED 10-21-2022 22'-0" 211 21'-SII A NOV 4, 2022 ADDITIONAL DOB STEP FOUND. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 INFORMATION AS REQUESTED AS REQ'D. FOR I — d - - - - - - - - - - -sTEPs - - - - - - - - - - - - - - - I — - - - - - - - - - - - - - - - - - - - - - , — — I I r 2m'-m" 110 �3 Nov 30, 2022 1 ° I ADDITIONAL DEC INFORMATION AS REQUESTED 1 1 COMPACTED BACKFILL I I I 1 I I I I A DEC 1, 2022 ° ° I I o I I RELOCATE CABANA ° � n d BRICK/ STONE SHELF I = I I FRESH AIR l I d F-LINE OF FTC. BELOW — — — — — — — — — — — — — — — — - I I U I VENT A DEC 23, 2022 1 ° DEC COMMENTS � FEB. 28, 2023 1 I 1 5'-m}" I I I DEFT. OF HEALTH AND X I OWNER COMMENTS COMPACTED BACKFILL - I I 1 ► 1 _, � — — — — -, (-SPRAY MAR. 16, 2023 STEP FOUND. I i `--SN RAY FOAM INSULATION Ai I NeACKFILL AS REQ'D. FOR LOOK JOISTS ABOVEELIMINATE HOTTUB TYPICAL THROUGHOUT °Im" � STEP 1 4'-�o}IIN MAR. 27, 2023 xxxxxy II I ° I u I L - - 1 -1m — COORDINATE SEPTIC - - - - - - - � pro � = 1xx 9 I ° d ° _ d d ° . ° I ° I IJUN. 5, 2023 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - Itz � _ Q Ae FILING SET � ^ d I e E-1 0 JUL. "1, 2023 e I IBACKFILL d ° I r 4203 AREA OF SITE DISTURBANCE LINE OF EXTERIOR WAL ABOVE 0 61 ° I I °d I 0 @ CRAWL SRACE LINE OF FTC. BELOW I U �_ CRAWL SPACE. INSTALL 3" U ° 1 I v p SPRAY FOAM INSULATION ° 1 FRESH AIR 0 = IN FLOOR JOISTS ABOVE RAT SLAB (TYP) �, _ - - - - - - - - - - - - - - _- - - - - - - - - - -J I I I 11 AUG. l(o, 2023 I VENT m `0 TYPICAL THROUGHOUT � @ HT' = 4 _0 ° ° ° ° ° ° 9 � -j I DOB COMMENTS - - - - - - - - - - - - ° _ r r I I STEP FOUND. 1 I AS REQ'D. FOR 25'-41" 25'-4}II in I 22'-5" I I STEPS -1 1 L —LINE OF FIG. BELOW - - - - - - - - - - - - - - - - - - - - - - — — — - - — � -304 ° r - - - -°- - - - - - - - - - - - - - - - - - - -- - - - - ° E-1 I 1- - - - - - - - - - - - - - - - - - - - -PROVIDE ACC3=5S DOOR1 I I I ° FRESH AIR I 1 FIN(6HED STORAGE 1 i UNEXCAVATED N A204 r — J I VENT MECH RM ( I W S'-m" CEIL HT. I I COMPACTED BACKFILL FOR 1 I PROJECT NAME: CLG. HT. = S'-m" I - - - - - - - - - - - I 3500 PSI 5" CONCRETE SLAB I I REfi�LAGE>�'IEN�' DWELLING d I p I I I FOR GARAGE ABOVE 1 a I PROVIDE ALL �, = CONCRETE i _ AS Q D � I � Cb i I I I S_i OTTOI"I,4NEL,L I RESIDENCE 9 I d 1 UTILITIES RE ' U ^ FLOOR I HR RATED CEILING 1 ° I FLOATING' STAIR TO d) OO I FOR MECH EQUIP. m N 11 I I - PARTIAL CELLAR 0 I ° CONCRETE SLAB WITH 6 MIL 9 I _ 1 - co �j ° I VAPOR BARRIER THROUGHOUT I I A-302 — I L=(rs > a IWITH ro x 6 WWM I 250 MIDWA`r ROAD 1 I I ri„ �N , �0 WALL AND FLOOR I 1INSTALL 2 RI(SID INSULATION ON ( I SOUTHOLD, NY IIS-11 d 1 HR RATED II m1 co Ql� m FINISH OF STORAGE!. 1 COMPACTED EARTH TODECOUPLE 1 UP _ SLAB FROM EARTH TYPICAL THROUGHOUT - - 00 ROOI' TO BE I d 1 I DRAWING TITLE: SPRAY FOAM INSULATION r n�� c COORDINATED I ° _ � , X1� IN FLOOR JOISTS ABOVE 1 g I 32" WI E - - - lmll 1 ��;'�. SEE 'DETAIL I I �I� II TYPICAL THROUGHOUT-,,, 1 I OPNG ►� WITH OWNER I 1 I M� �' ��' ` CELLAR FLOOR PLAN 11 D8/A(dm4 — N — — — 25'-4}II 1 22'-5" 1 �� FOR EGRI=SS I 1 1 AUG 2 8 2023 1 ° BRICK/ STONE SHELF - - - - - - - - - - - - - J ° I ` - - - = = = 41 I 1 1 - - - L ^ - - - - - - - - - - - -- - - . d .`" - - - = = = �I �-SPRAYFOAI" INSULATION WELL °. IN FLOOR JOISTS ABOVE 1 - - - - - - - - - - - - - - - - - - - - - - - - - • - - TYPICAL THROUGHOUT-�i I 1 i y •, -r' 4'f"'�'x'.. r 4::, 77 Ir-T 15 4� I 11 FURR OUT AND INSULATEau - - - - - ALL WALLS r L J COMPACTED BACKFILIJ� �- L - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -I L - I _ ° ° ♦ ° I ° I - - - _ - - - -- - - 6 - __ - - - - - � — °° — — — e — — — — — — — — — e — — — .. ® �- Ir- - - - -SII r - - - - - - I II � $ 2 LINE OF EXTERIOR WA ABOVE VENT 501-30 - - - - - - - - - - - - - - - - - - - - --- COM ACT ACKFI ER R WALL B E r, - --- _ - _- - - - - P ED B LL L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � -� _ BELOW . � : r LINE OF FTC. BELOWR� t ►' - — --a — �—LI d e — — < STEP FOUND. '' RED ARC _ 1 AS REQ D. FOR STEPSID BRICK/ STONE SHELF llE4 i 24' lm}" 11'-I}" 4m'-3}II PROJECT NO: 2202 F.d F `3�DI ORD\c�\• ^E-1 41 � 5�9�f'` SCALE; a 1 IT IS A VIOLATION OF THE LAW FOR ANT FERSON, ° t ' REVISION NO: UNLESS ACTING UNDER THE DIRECTION OF A �^ 11 AUG 1(o, 2023 LICENSED ARCHITECT, To ALTER AN ITEM IN ANT WAY. o p gg56' G SUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT rF 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX SEAL: OCT. 14, 2022 j � �� ( TO HIS ITEM THE SEAL AND THE NOTATION DRAWING FILE: 1 "ALTERED 5) " FOLLOWED 5,- HIS SIGNATURE AND A1010ELLARFL00RF'L,4N �01 SCALE = 1/4'' = 1'-0" WITH FIRST FLOOR FRAMING THE DATE OF SUCH ALTERATION, AND A 51=ECIFIC DRAWING NO: DESCRIPTION OF THE ALTERATION. — I Gustayson/Dundes S-1 COPYRIGHT © 2023 ALL RIGHTS RESERVED -303 CONSULTANTS: E-1 M = (3)-2.0E LVL 13/411x31/4 w/(2)-1ie" STEEL PLT. 6-1 5-2 A202 N = W10 x 54 STEEL BEAM A-301 -303 O = W12 x 106 STEEL BEAM 22'-0" P = W12 X 36 STEEL BEAM Q = (2)-2,OE LVL 13i4"x31/4" w/3/4." STEEL PLT. REVISIONS: ® ® R = (2)-2.OE LVL 13/ "x31/ " w/3a " STEEL PLT. AOCT 31, 2022 EGRESS EGRESS ® 4 4 8 ulDH3041m u1DH3041m u1DH3041m RESPONSE TO DEC LETTER HD HD S = UJ10 x 88 STEEL BEAM UP 3R T = (2)-2.OE LVL 13i4"x`31,4" w/3/4" STEEL PLT. DATED 10-21-2022 - - - - - - - - - - - - - - - - - - - - - - - - � — � a o = 2.0E PARAL L AM 7"x 31/4" - - — — — — — — — — — — — — — — — — — — — — — — — ® X = V = UJ10 x 26 STEEL BEAM 2 NOV 4, 2022 _ 20-9 ql Y = 1U10 x 17 STEEL BEAM ADDITIONAL pOB - - - - - - - - - - - - - - - - - - - - - - - - — LINE OF EXTERIOR WALL ABOVE BLUESTONE ' - - - - V_ INFORMATION AS REQUESTED UP 1R UP 1R a - SADDLE I SADDLE] ®� GUEST BEDROOM @ NOV 30, 2022 @ U CEIL HT.=9'-0"+/- 3 W W ADDITIONAL DEC 0 WOOD FL. 221211 INFORMATION AS REQUESTED - o N DEC 7, 2022 n0 RELOCATE CABANA X ° FLOOR EI�Ev - 11.98' _ N DD BLUESTONE UP 3R 109 4'-4}" I 3'-5" C' S DEC 23, 2022 DECK ABOVE a I e LINE OF GUEST 0 DEC COMMENTS - -+— - - w BLUESTONE N I ATH H n3 n4 115 — c — RANGE 108 I r — — A FEB. 2&, 2023 O O O O O O VENT O 1 — HB DEFT. OF HEALTH AND HD GTR-2415 P1553515 11B CTR-2415 —� Hp OUINER COMMENTS M UP 1R HD UP 1R Gun35 P5535 GU1135 — — — — — —� THRESHOLD — -.. -. — —He D - - — I n2 J I o o (;> ��;; 11 o U � I I I I MAR, l�o, 2023 0 I T�r,s,N ct l << ,�.. — — — 05 ^ 1 3'-'}° I I I I ELIMINATE HOTTUB r - - - — — — — — — — — — — — — — — — — — — — — --= T A �__ _-------_—_—_____— r.J. .r ,nN — — —r— =i�--i �=-� 1--- r=--_I — -- _ - I BLUE I I p- - — — — KITCHEN " „ AMAR, 2-I 2023 __LJ___J_1___1_L___LJ___J_ g H 5 } 8-3 I I Aa COORDINATE SEPTIC r l l i 0 o I I I ( :0 CEIL HT.=10'-O" ;9 11 - - - - Q� 111 I I I``� I r i .o _ I I I I I WOOD FL. I - - I I DINING AREA �, I ( I 5'-10}" I I MUD/LAUND Y I If � 101 FLOOR ELEY - 12.52 Ae JUN. 5, 2023 � I I �J CEIL HT. -0 �� m I i i i I �, I �, 5"�„ 1 6 284 -- FLOOR ELEY - 12.52' ' @ _ ____-- _ I I BRCS. WALL HD _ I I I r== -- =�-=a-===------ - @ FILING SET _ ---r i--- i-r--- r- --I--I--- i-- N_ I I@ u I r I - @ U J I 4'-9" 7HRES OL - - -_�__�_�_—� _—J—�_ _� — - - - LLB I =- -r _� - - - - - - - - - - -i;- -`n - - -- J u� HD @ E-1 0 JUL. -1, 2023 ' — —IL 1MU---Jil u @ AREA OF SITE DISTURBANCE Q — — — — — — — — — — — — — — — — — — — — — — ,__ 66ffi�--------------------- ,n _ � I I I = (DOUBLE UP JOI5T5 AT i = I I L) 0 {�? I A203 rE_1 I I r-------� - r-------� I I ' I (BATHROOM LOCATION ABOVE I I I �' �4 sD I 11 AUG. 1(o, 2023 r ----� I I I I r-----� I �___� 1 O I 15EE FRAMING PLAN Pl-A107 I I I = U ,{ O I I I I I I I I I I I i I ( ( I I I \°'_ @ L - - - - - - - - -- A204 `-SMOKE 4 DOB COMMENTS t+1 I r I I I I I I I I I I I I ___ I � _� - I I I I I I I I I I --- I I I L---�� ---J1 --- r� ---JC---S I I = -N^ 11 HEAT N i t I I I J I I I I r-------i POST FROM ,� I I-1— DETECTOR L1__--_1 J _, Iit 0� l4 1 QO0 — — --— — --'-i — — — _ ' FLOOR ELEY - 12.52' - P- - - POST FROM - - S - - - - - 1I FAMILY RM. ; � I � _ - - _ - -- - -=Q — _ — �- - I ABOVE TUJO-CAR GARAGE _ CEIL HT.=10'-O" i i i i i I I ( o FLOOR ELEY - 10b5' - - - - - - - - - - - - - - - - -�- - WOOD FL. _— —__—_=_--—_ — — _J� I UP _D_N_ 1 2884 I POST FROM- - - _ _ _ _ _ — — — --— I =— Yam'-' —_ — — — — — — 2484 I(d� ABOVE PROJECT NAME: r — — �- t- OPEN TO ABOVE f r---, r -----r------ -- - L--------j -l� I -8}" 1' 11n 4i_ n I �1' tivaw 4. .�t. 0 _ REPLACE1„IENT DWELL INCH OTTO fANELL I RESIDENCE FOYER - - 102 Q u I I Cody m II � Iil I � L. @ I I � IT u — �___� I I 1 25'-4}" I I I I 6� =_ J _ _��_ - - - - - - - - -�J I - - - - - - 2484 ICI I 5" CONCRETE SLAB WITH 6 MIL = — — — VAPOR BARRIER THROUCzNOUT �; , 250 1"11pUJA1' ROAD �1 I Z ( WITH 6 x 6 WWM 103 OUTHOLD, NY 11g71 HO THRESHOLD THRESHOLD Hp °' i - L — � P R _ 1 116 Ill DRAWING TITLE: II W OW 14" LOAD BRG. COL. o W = o POUJ. Tj BLUESTONE I @ iml RM. 5'- „ 4'- I „ 1FIRST FLOOR PLAN 1 VA L — — — SADDLE — — — — — 10'-2" — — — — — — 4'-6" — — — — — —10'-2"- — — 1 r-U1SL 11611 P R FU18L 11 Al WTR4431 E UVH244 D WDH2446 p HB L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 5'-1}" 8'- -11}" 3'-10" 10'-2},� 10'-4" 24 m}R" ' BLUESTONE • .� 'I 14" LOAD BRG. COL. 0,uu UP 3R E-1 # yp PROJECT NO: 2202 SCALE: FIRST �OOR ��—,�N HD - HOLD DOWN BRACKET SIMPSON HDQS OR PHD6 Q 1 P 1 ��02 - I I _ _ I I HB - HOSE 5155 ; REVISION NO: SCALE - 1/4 - 1 0 � 11 AUG 16, 2023 NORTH r o. Q 4g56 0� SUE DATE: REor Q��Al� SEA OCT. 14, 2022 Uj/ �4 �,� C✓�� DRAWING FILE: A102FIRSTFLF'L k-tom`1 , 0 2 DRAWING NO. PGFtt:s F OF N E 102 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED CONSULTANTS: -30 I E-1 S_1 6-2 A202 REVISIONS: A = (2)-2.0E MICROLAM LVL 13/4"x91/4" w/3i4" STEEL PLT. A-301 -303 B = UJ10 x 19 STEEL BEAM AOCT 31, 2022 STEEL AND CABLE RAILING C = (2) 2.0E LVL 13/4" x g1,411 w/3,4" STELL PLT. RESPONSE TO DEC LETTER D = 2.0E PARALLAM 31/2 " x 91i4 DATED 10-27-2022 DECK E = 2.0E PARALLAM 7 x S1/4" ® — — F = (2)-2.0E LVL 13/4"x9114 w/3/4" STEEL PLT. 2 NOV 4, 2022 EGRESS EGRESS G = 2.0E PARALLAM 31i2 " x `J114' WDH30410 U1DH30410 ADDITIONAL DOB SADDLr I H = 2.0E PARALLAM 31/2 " x gti4' INFORMATION AS REQUESTED = W10 x 30 STELL BEAM I }" J = 2.0E PARALLAM EJ1/4" x g1/4" 2m+-9" 21 w STEEL AND CABLE RAILING = K = (3)-2.OE LVL 1314"x31/4" w/112 " STEEL PLT. ,q \ L = (3)-2.OE MICROLAM LVL 13i4x91i4" 3 NOV 30, 2022 BED OM #2 I �� 1 �� ADDITIONAL DEC \ / Z = 2.0E PARALLAM /4 x 914 cLG. INFORMATION AS REQUESTED DECK .¢ DEC 7, 2022 2 x ims \ L I / 2 x 10s N RELOCATE CABANA 6 16" o.c. \ I a t 6" o.c. w DEC 23, 2022 — A I ® ® ® SD OST FROM DEC COMMENTS WDH30410 WDH30410 WDH30410 ABOVE SA DLE SADDLE 21S _ FEB. 28, 2023 _ 2 X 108 6'-m}" / D A EGRESS A EGRESS �--!274eO21m -7DEPT. OF HEALTH AND — = — — — — OWDH2446 H30410 WDH3041m — (2m — - OWNER COMMENTS \✓ \ \ Z - I / - 3'_5" g'_6}" 5'_m}" WA INS L. ALl TH / 0 MAR. 1�, 2023 \ s 2 ELIMINATE HOTTUB A ts'-6" ,OFFICE OR BEDROOM#1 N r — — Aa MAR. 21, 2023 d) � e `� = BATH 01I cLG. HT. = S.-o" , / I WALK-IN _ o COORDINATES TIC \ MASTERQED OOM a o / x = 24SO WOOD FL. 2ma SEPTIC: cLOS. TILE F ` CL . HT. - �0" N I `� 213 o = rj-j 3'_6" �� o JUN. 2023 A A I � A WOO FL \ / / EI CLG. HT. = 9 -,a CL. x POST DN AUND 1' - — — — — — � FILING SET WOOD FL. I I `" I �p - I— 2480 _ ' = m u BATH *13 K i T. ry g'-m'bo @ ° TILE FL. A JUL. 1, 2023 _ Pq ST FROM _ _ = 2m� r x - A ABOVE / r2, FF W 3280\ 2 .4 AREA OF SITE DISTURBANCE L. "' 2m S-1 >>� �4�O AiiAUG. 16, 2023 _ I _ \ N 216 _ it DOB COMMENTS X I E-1 28m It c 1'�OST DN Co 3 - �� HALL = A204 \ I POST FROM 2I! I e O I �� - 2m3 I POST FROM 1 ABOVE SD- 4 pIA STEEL POSI — FLOOR ELEV. - 23.ro9 — — O — ABOVE _ - 8 —�- - — ILING -� CLG. HT. = 9' 0" - - _�^- - 1 - _ _ - 4" pIA. STEEL POST / — — 201 — — — _ � E IST >�xrsT CLOD e LINEN 4° DIA. STEEL �ST S-1 po - - - - DN — — — 2mz {�} \ 027 m so = _ _ _ - \ e o WALK-IN SD - BEDROOM #3 9 PROJECT NAME: aILL cLoB. �, u — — — o cLG. HT. - �m" REPLACEMENT DWELLING I— _a o - - - - - - � x � = X MASTER 223 WOOD FL. I _ x� OPEN To — — — — — — a o OLEIC OR UPST IRS _ / \ N � WOOD FL. OTTOMANELL I RE&IDENCE BATHROOM 221 I , N — — — — — — x EA1"IIL`1' ROOM �, \ = CO. HT. BELOW N / \ a B / TILE FL. 250 MIDWAY ROAD SOUTHOLD, NY 11971 Sill V O DRAWING TITLE: SECOND FLOOR PLAN 222 RAILING 2asro CLOS.� m 6,-1„ 3'-6} 3'-m}" ® EGRESS EGRESS 4 4 UITR4431 EGRESS S E S WDH30410 WDH30410® I ® WDH30410 3 4 0 H 0 I STANDING SEAM METAL ROOFS j KY A201 F* PROJECT NO: oco�b�e�y\ 2202 X SCALE: P 1 �•— � P � � ;+c � REVISION N0: A103 SCALE = 114" = 1'-0" � � � 11 AUG 16, 2023 �� f1 r . 0 4g56 o SUE DATE: NORTH ��RFol�v cly ' SEAL: OCT. 14, 2022 DRAWING FILE: A103SECONDFLfi L k'- , '� DRAWING NO. Gustayson/Dundes COPYRIGHT C 2023 ALL RIGHTS RESERVED cv-1 CONSULTANTS: -303 E-1 REVISIONS: S-1 5-2 A202 �\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AOCT 31, 2022 A-301 -303 \r- - - - - - - - - - - - - - - - - - - - - - - - - - - -/-�/ RESPONSE TO DEC LETTER - - - - - - - - - - - - - - - - - - - - - - - - � I 1 DATED 10-27-2022 ANOV 4, 2022 i t 1 ADDITIONAL DOB INFORMATION AS REQUESTED A3NOV 30, 2022 I ADDITIONAL DEC INFORMATION AS REQUESTED ADEC 1, 2022 1 - - - - - - - - - - - - - - - - - - - - - - - - - - / 1 1 1 1 POST ON 1 1 I RELOCATE CABANA �\ I I LINE OP ROOF ABOVE — — — — — — — — — — — — 1 I 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - L/1 1 L- - - - / I DEC 23, 2022 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �\\ /�/- - - �� DEC COMMENTS 1 1 \\ \\ \\\ \POST ON — — — — — — — — — — — — — — — — — — — — \\ I // // 1 I FEB. 28, 2023 ro CX135 CX13 5 CX135 CX135 CX135 I \ i / / 1 ( DEPT. OF HEALTH AND MIREss I \\ I // // 1 I I E_I OUINER COMMENTS A203 AiMAR. 16, 2023 ELIMINATE HOTTUB �g MAR. 21, 2023 \\ \\ f-0 ON I \\ 1 // / COORDINATE SEPTIC I N -, — 1- - - - - - - - - - - - - - - - - I I JUN. �, 202 3- - - - - - - - - - - - - Ae SET �( I ��O \ 0 - - - - - - - - - - - - - - - - JUL. 1, 2023 E-1 _ _I_ _l I I \ POST DN X m POST DN // _ 1 1 AREA OF SITE DISTURBANCE \ _ _ RIDGE LINE ABOVE �' A204 I _ _ - - - - - - - - - - @- - - - - AUG. 1(o, 2023 — - - - - - - - - - - - - - - - - - - - - -- - — POST ON gD ° UNFINISHED STORAGE \ j I I Ail X N CEIL. HT 6'-6" UNDER COLLAR TIES \\ 1 I I DOB COMMENTS - - - - - —1 - - - - — — — — A-302 / I \ I I - - - i- - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - /6I_gl 4'-11?" 10'-l" 18'-11" 10'-�" 4'-11}" 6'-9"\ I I I T I T I L / I \ 77 I PROJECT NAME: REPLACEMENT DWELLING i OTTOMANELL I RESIDENCE 250 MIDUTA`r ROAD I - - - - - - - �! - - - - - �.I - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �! - - - - - 1 - - - - - �� - - - - - - - I SOUTHOLD, N`I' 11ST - - - - - - - - - - - - - - - - - - - - / - - - - - - - - WOM421m - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - WDN4210 - - - - - - - --� - - - - - - - - \ 1 / / O \ / I O \ \ DRAWING TITLE: _� - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — - - - - - - - - - - - - - - ------------------ — ATTIC FLOOR FLAN Cr- ROOF ABOVE E-1Ott " -• PROJECT NO: D Art 2202 4t SST SCALE: (f=7> i'� ATTIC FLOOR PLAN I� n 9 A- j REVISION N0: A104 SCALE = 114" = 1'-0" a. Q..,�g5� �� / 11 AUG 16, 2023 NORTH �t�,�© ARCy j.� G SUE DATE: ~ pFOR / el loeSEAL: OCT. 14, 2022 CU Z)�P {. ! DRAWING FILE: A104ATTICFLPLAN DRAWING NO. Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED (�E-1 4202 5-1 CONSULTANTS: -303 S-1 S-2 A-301 A-301 REVISIONS: Ai OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ROOF/DECK 5ELOW ANOV 4, 2022 _ ADDITIONAL DOS INFORMATION AS REQUESTED s ANOV 30, 2022 ADDITIONAL DEC \ INFORMATION AS REOUESTED ROOF/DECK BELOW �. DEC 7, 2022 RELOCATE CABANA f ADEC 23, 2022 DEC COMMENTS NEW METAL GUTTERS E - - - - - -LEADERS TO NEW DRYWELL A(o FES. 28, 2023 - _ DEPT. OF HEALTH AND OWNER COMMENTS - - MAR. 1(o, 2023 T ELIMINATE NOTTU5 Aa MAR, 21, 2023 COORDINATE SEPTIC �g JUN. 5, 2023 L L - FILING SET E-1 A203 E-1 44 -h Mill I _ A204 f OFill S-1 O A-302 ILE PROJECT NAME: REPLACEMENT DWELLING OTTOMANELL I RESIDENCE 25O MIDWAT' ROAD - SOUTHOLD, NY 119-I1 DRAWING TITLE: ROOF PLAN E. R E NEW METAL GUTTERS 8 LEADERS TO NEU) DRYWELL ,ALL HIP AND VALLEY RAFTERS TO BE 2.OE MICROLAM LVL 13i4" x ll1i4" E-1A _ �t201 PROJECT NO: nR� 2202 Os ORD 0�5 SCALE: �K �c REVISION NO: A105 SCALE = 1/4 - 1 -0 NORTN -� M g JUN 5, 2023 Fig, SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: 4105ROOFFLAN DRAWING NO: A 10 �5 Gustayson/Dundes COPYRIGHT Q 2023 S-2 S-1 ALL RIGHTS RESERVED 5-1 A-'301 E_1 -303 —303 CONSULTANTS: A202 W = W10 x 86 STEEL BEAM X = W10 x 26 STEEL BEAM REVISIONS: AiOCT 31, 2022 22'-0" 21'-8" RESPONSE TO DEC LETTER 26'-1�" D,4TED 10-27-2022 ANOV 4, 2022 ADDITIONAL DOB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � INFORMATION AS REQUESTED — — — — — — — — — — — — — — — — — — I - - d - - - - - - - - - - - - - - — — — 1 �— - - - - - - - - - - - - - - - - - - - - — � 1 I 2m'-m" ° Im" 3 NOV 30, 2022 ADDITIONAL DEC = I - - - - - - - - - - - - - - - - - - - - - 4 — — I I I I ( INFORMATION AS REQUESTED 4,yyw 1 1 COMPACTED BACKFILL I I I I I DEC 1, 2022 it i I e I I A RELOCATE CABANA d t I. I- - a - - - - - - - - - - - - Ae> DEC 23, 2022 DEC COMMENTS 11 1 I II lld I r I I 1 ° 1 1 I ° i I FEB. 28, 2023 I - DEPT. OF HEALTH AND COMPACTED BACKFILL I I N I a I I UJI0 x_26 STEEL SEAM OWNER COMMENTS -- I — — — — 6'-4? I I I I - - - -X. Q— I STEP FOUND. I 7 MAR. 16, 2023 Q I AS REQ D. FOR i I ° I 5 5? ELIMINATE HOTTUB I'-111' hm° I I I - — — — — 1 1 STEPS �II I CJ MAR. 27 2023 - I N Im" 8 I_ I I ° ;; i I I BACKFILL I I I ° I U I L - - - - — COORDINATE SEPTIC I a a ° ° ° ° ° ° a ° ° ° _ = a JUN, 5, 2023 d a d d a Q 1 I 9 n ce I — a I FILING SET ° d d d d I - - - - - - - - - - - - - - - - - - - - - _ a _ I � — I ° I I ° d - I e 61 I IBACKFILlI LINE OF EXTERIOR WAL ABOVE I 1 °d I r ° I 0 ) CRA.UL SPACE I LINE OF FTG, BELOW I � e v I I I ° U � � O SIT. = 4'-0" - - - - - - - - - - -1 - - J E-1 i 1 � � � � ► 4 - - - - - - - - - - - - - - - - - - - - - Q r - - E-1 ►n I ° I 0 — _ 1 ° F Z _ — — $ I STEP FOUND. A203 _ I AS REQ D. FOR A204 I I 25'-41" r 25'-4j" L I 22'-5" I I STEPS L _ — — — — — — — — — — — — — — — - -- - 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F- PROVIDE ACCESS DOOR-1 r ° I ° N 1' 1 11 I I I FINISHED STORAGE I I I i _ I MECH. RM. I I S'—®" CEIL HT. 1 ° I 1 I PROJECT NAME: CLC�. PT. = S'-ra" I I - - U110 x 60 STEEL BEAM - I I R PLACEMENT DWELLING o CONCRETE E 3aS� t I I I I 5_1 OTTO1"IANELL I RESIDENCE ►� I I u � I I I I e I I A-302 ° I I ;� 0 I I I I N 2S0 MIDWAY ROAD ` I 1 Uo I d I I I 50UTHOLD, NY PB71 L I r I co , = I ° I I I UP— m I ( I I DRAWINC TITLE: a _ O � I a I j I a 1611 ° � I hm d I FIRST FLOOR FRAMING PLAN 0 ill 24 -im? — — — 25 4} T- 22 -5 lm =�1 ° a I ' - - - - - - - - - - - - - - - - � i - - - = = = �1 I 1 I � = — - - - — �I 1 I - - - - - - - - - - - - - - ,_4 - - - - - - - - - - - - I I I = COMPACTED BACKFIL L — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - _ d - A. d ° ° tD I - bt _ _ _ - - - - - - - - - - - - - - -- -. .- — _ _ — - - _ _ _ _ - - — _ — _ - - _ _ _ — — l CV T — — — — — — — — — — — — — — — — — — — — — — — — — — - a J, t 1' 2° COMPACTED BACKFILL - LINE OF EXTERIOR WALL ABOVE j Y �' -Y"■ Y i ' - - -- -- - -- - - - - - - - - - - - - - -- - - - - -- � J I " � - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' S, = 'n LINE OF FTG. BELOW • - - - - - - -I I ,' A: "XYXE — — STEP FOUND. d — — AS REQ'D, FOR I ° --°— —, I < < d e — — — — — — — — — — — — — — 24' I0i" 11'-I�" 4m'-3?<" ; PROJECT NO: 2202 E—1 Qk��4�� `fr` SCALE: IT 15 A VIOLATION OF THE LAUD FOR ANY PERSON, REVISION NO: UNLE55 ACTING UNDER THE DIRECTION OF A 9 JUN 5, 2023 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY W,4 T . a 4g56 q. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT r� o SUE DATE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX SEA OCT, 14, 2022 �xl i &T FL.00 F AM ING PLAN TO HIS ITEM THE SEAL AND THE NOTATION DRAWINC FILE: r I "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND ,�1�� IRSTPLPRAMII�GPL A10� SCALE = 1/4" = 1'-0" OVER BASEMENT PLAN THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING NO: DESCRIPTION OF THE ALTERATION. NORTH 7 i Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED -303 CONSULTANTS: r-1 S_1 S-2 A202 M = (3)-2.0E LVL 13/4"xe1/4" w/(2)-1/2 STEEL PLT. N = W10 x 54 STEEL BEAM II A-301 -303 O = W12 x 106 STEEL BEAM F = W12 X 9(o STEEL BEAM Q = (2)-2.OE LVL 13/411x9114" w/3/4" STEEL PLT. REVISIONS: R = (2)-2.0E LVL 13/4"x9I/4" w/3/g" STEEL PLT. Ai OCT 31 2022 S = UJ1O x 88 STEEL BEAM RESPONSE TO DEC LETTER T = (2)-2.0E LVL 13/4"xel/4" w/3/4" STEEL PLT. DATED 10-27-2022 UP 3R / -- - - - - - - - - - - - - - - - - - - - - - - - - � u U = 2.OE PARALLAM 7x 91/411 - -- - - - - - - - - - - - - - - - - - - - - - - - X ° ! - NOV 4, 2022 N V - UJ1O x 2�o STEEL BEAM 2 `- - - - - - - - - - - - - - - - LINE of EXTERIOR WALL A 'T' = WIO x 17 STEEL BEAM ADDITIONAL DOB Bov� — INFORMATION AS REQUESTED V = WIO x 2(o STEEL BEAM i / UP 1RH. UP iR / GUEST BEDROOM � NOV 30 2022 / 3 ADDITIONAL DEC v SCREENED FORCH 00 � INFORMATION AS REQUESTED � 0 x = 4 DEC 7, 2022 @ FLOOR ELEV - 12.52' @ % RELOCATE CABANA / 0) UP 3R 5 DEC 23, 2022 DOUBLE UP JOISTS AT GUEST DEC COMMENTS LINE OF EXTERIOR WALL ABOVE BATHROOM LOCATION BATH FEB 28 2023 / = 0 x S EL AM / — — — — — — — i DEPT. OF HEALTH AND 3 / / / - - - - - OWNER COMMENTS M - �3 -2.0E L 1 /4 x9/4 w/l2 /2 STE L PLT. /i UP 1R U = 2.OE PAR LLIAM -1 X g1/-4" A-1 1"IAR. l&, 2023 ELIMINATE POTTUB E-1 MAR. 27 2023 I I 8 KITCHEN u I I I CEIL HT.=10'-O" _ _ _ lY II ,4203 COORDINATE SEPTIC I MUD/LAUNDR T' I II I I I 20 0 I I I I JUN. 5, 2023 DINING AREA u - W (J FLOOR ELEV - 12.52 I I I m I a] 0 u / BRCx. WALL I II FILING SET � I W W LINE OF = co 0 UP 0 / I - / - I eu BATHROOM , I O ABOVE 6' U �4�O x = � U — ` ' LINE OF ✓ POST FROM I / E-1 ABOVE J j BATHROOM IL ABOVE / A N WIO x 54 204 = STEELAM I 0 F = W12 X 9& STEEL BEAM BE W i S WIO x 88 STEEL BEAM o - /oo LINE of _(2)-2.OE LVL x -13/4" 91/4 w-/3/4" STEEL PLT IL / BATHROOM F AM I L Y RM. � _ / W • ABOVE CEIL HT.=10'-O" �, P05T FROM I POST FROM "'� W POST FROM / 0 0 ABOVE ABOVE 3 / A-302 ABOVE UP DN I �1 - I / PROJECT NAME: OPEN TO ABOVE - - - - - - �3I TWO- AG REPLACEMENT DWELLING m I CAR GARAGE u \�I FLOOR ELEV - 10.65' OTTOi"IANELL I RESIDENCE m I - - - - - U /tY X 5" CONCRETE SLAB WITH (o MIL ca VAPOR BARRIER THROUGHOUT = c0 WITH x WWM 250 M1DWAY ROAD SOUTHOLD, NY 1IS71 }� R L - P R x // ` IL ]LOU SECONDTITLE: NI / SECOND FLOOR FRAMING FLAN II I I L — — — — — — — — - - - - - - - - - - - - — � -- // i//" / / % // -- %/ / - - - II I I UP 1R �- - - - - - - - - - - - - - - - - - 777 L - - -- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - II II UP 3R Lol - - - - - - - - - - - I- - - - - - - - - - - - - - -I . ' UP 3R A201 _: PROJECT NO: AR 2202 •, goF0Rn �4e4i �5q fy� SCALE: ND - HOLD DOWN BRACKET SIMFSON NDQB OR FHD(o REVISION N0: SCONDLOO SRAM (NG1N Q_Q HB - NOSE BIBS SCALE = 1/4" = 1'-0" OVER FIRST FLOOR FLAN g JUN 5, 2023 L E r Q 406 0 SUE DATE: SEA � OCT. 14, 2022 DRAWING FILE: A1072NDf=LFRA1�1 INGFL DIRA WING NO: Gustayson Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED S-1 CONSULTANTS: -30 ( E-1 S-1 6-2 4202 REvrsroNs: A-301 -303 A = (2)-2.0E MICROLAM LVL 13/4"x91/4" w/3/4" STEEL PLT. B = W10 x 19 STEEL BEAM OCT 31, 2022 C = C2) 2.OE LVL 13/4 " x 91/4 '' w/3/4 STELL PLT. RESPONSE TO DEC; LETTER D = 2.OE PARALLAM 31/2 '' x 91/4 DATED 10-21-2022 E = 2.OE PARALLAM -(" x 91/4" F = (2)-2.0E LVL 13/4"x91/4 " w/3/4 '' STEEL PLT. A NOV 4, 2022 G = 2.OE PARALLAM 31/2 " x 1B1/4' 01 H = 2.OE PARALLAM 31/ " x 91/ ' ADDITIONAL D08 /�//// / I = UJ10 x 30 STELL BEAM 4 INFORMATION AS REQUESTED / m / J = 2.OE PARALLAM 51/4" x 91/4" / I } K = l3)-2.OE LVL 13/4"x91/4 '' w/1/2 " STEEL PLT. A3 NOV 30, 2022 I -� xx L = (3)-2.OE MICROLAM LVL 13/4x91/4 " BEDROOM #2ADITIONAL I Z = 2.0E PARALLAM 51/4" x 91/4" NDORMATIOND SCREQUESTED IJ U DEC 1, 2022 2 x 10s I 2 x 10s RELOCATE CABANA 616" o.c. I w Q16" o.c. N j DEC 23, 2022 POST FROM j DEC COMMENTS J / ABOVE m 28, 2023 � 2x105 / � , rl�i DEFT. OF HEALTH AND � K = (3)-2.0E VL 1 4"x91/4EE FL OWNER COMMENTS Z = 2.0E PARALLAM 51/4 "x 91/a �� OFFICE or UWA 1G-IN CL. �v I BATH A-1 MAR. 16, 2023 3 lip W,4LK- IN ' ' ELIMINATE HOTTUB x � CLOS. BEDROOM #1 E-1 e ° BATH #1 I i / A MAR. 2-1 2023 MASTER BEDROOM N - / I� �' u I�� ; 4203 COORDINATE SEPTIC o X OST DN x AUN JUN, 5 2023 I-1 N@ / N � I / - = _ P I - L RM } @ CL' N �N % �� BATH #3 FILING SET JC=(2)2_OE LVL 13/4"x 91/4" w/3/4" STL PLT. 0 � POST FROM J IJ 00 X � -� ABOVE IX N - I 0 X " m �� I I I I I I I I � � N@ / �4�O 1 E-1 I w N I ' HALL ' Q POST FROM I I POST DN - POST FROM 4,204 j cv ABOVE I —1 POST FR M I I FLOOR ELEV. 23.69 ABOVE N I cv POST FROM / ( 4 DIA STEEL POST I -q ABOV I I ABOVE _ _ _ — — — — — — — — — — — _ B UJ10 x 19 STEEL BEAM F=C2)-2.0E LVL 13/ "x91/ " w/3/ " STEEL P . I WIO x 30 STELL BEAM 4" D1A. STEEL POST -4 w RAILING 1/2 /4 4" DIA. STEEL POST j CLOS L INEN / / Q o / W,4LK- IN - - - - - - BEDROOM #3 PROJECT NAME: N0 CLOS. Q) o - - - - - - ° / REPLACEMENT DWELLING ° @ - - - - - " OFFICE OR UPSTAIRS X / OTTOi"I,4NELL( RESIDENCE MASTER X - - - e o N - BATHIROOM N @ OPEN TO _ _ _ — — — X = FAMILT' ROOM @ BELOW 9 Q0 - - - - - - 25O MIE)W,4 ' ROAD LINEN N - - - - - - SOUTHOLD, N* ' 11971 ' ' DRAWING TITLE: / WATER ATTIC FLOOR FRAMING PLAN 777 , A201 PROJECT NO: �R0 2202 � ORDfr' SCALE: ATTIC; F 00 F AM INe PLAN � I � � P 1 � x ' REVISION NO. A108 SCALE = 1/4'' = 1'-0" ' g JUN 5, 2023 o g6 0� SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: -p- , A1�8AT I (C�L��M �NC�PL DRAWING NO: 10a/4 � i Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED LIST c,)F- MATERIAL 5 ECIFICATION. CONSULTANTS: (SU5MIT SAMPLES FOR APPROVAL WHERE APPLICA5LE PRIOR TO ORDERING), PLACE POLDERS FOR PRICING ONLY ROOFING SHINGLES COLUMNS: CLOSET NOTES: INSTALL NEW METAL FLASHING, ICE SHIELD, ALL BEDROOM CLOSETS TO HAVE CLOSET BUILDING PAPER, ETC IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS EXTERIOR BY N.B. G. 14" DIAM. TO ACHIEVE 30 YEAR WAIRFANTY. SHINGLES TO BE GAF TIMBERLINE ARCHITECTURAL ROUND PREMACA5T WITH TAPERED SHAFT 4 INTERIORS PROVIDED AND INSTALLED BY G.C. SINGLE OR DOUBLE I-IANGING I.UITN REVISIONS: F R IBEGL��SS ASPHALT SHINGLES. COLOR TO BE CHARCOAL. CONFIRM I.UITH OUJNER. TUSCAN BASE. POLISHED . POLISHED CHROME. ROD AND CLEAR MAPLE CLASS A RATING. INSTALL UJiTH � NAILS PRE SHINGLE AS REQUIR P ED BY THE SHELVES. ROVIDE CLEATS OR OTHER ZN OCT 31 2022 BUILDING CODE IN 110 MPH WIND ZONE. SUBMIT SAMPLE BOARD FOR COLORS. ZERO CLEARANCE GAS FIREPLACE SUPPORTS AS REQUIRED. RESPONSE TO DEC LETTER WPITE MOUNTAIN HEARTH ZERO CLEARANCE GAS FIREPLACE. DATED 10-21-2022 EXTERIOR SIDING AVAILABLE AT GREENART PLUMBING E�1ro-3-19-0449 F ASHING OVER ALL WINDOWS MODEL KEYSTONE 3(o DELUXE B VENT. CONNECT TO EXTERIOR BATHROOM NOTES: 2 NOV 4, 2022 C INSTALL 7YVE HOUSE UJR.4P, FABRIC L VENT ON EXTERIOR WALL FACING WEST. PROVIDE ALL AND DOORS. CLAPBOARD SIDING TO BE CEDAR, PAINTED AS DIRECTED, REQUIRED ACCESSORIES AND INSTALL AS PER MANUFACTURERS ALL BATHROOMS TO HAVE TILE FLOOR IN ADDITIONAL DOS INCLUDE ALL ACCESSORIES. (o" TO WEATHER. REQUIREMENTS. CONFIRM MODEL WITH OWNER PRIOR TO PURCHASE. MUDSET. TILE WALLS WITH TRIM TO CHAIR INFORMATION AS REQUESTED RAIL HEIGHT. ALL TILE IN TUB/SNOUJER WOOD 5PUTTERe: REAR PORCH AND ALL STOOPS INCLUDING CEILING. LEAD PAN UNDER STALL � NOV 30, 2022 INSTALL BL P UE5TONE OVER COMACTED FILL OR CONCRETE SLAB. SHOUJERS. MASTER BATH AND MUD ROOM TO ADDITIONAL DEC WINDOW SHUTTERS BY TIMBERLANE. OPEN �" 5 CTION HAVE RADIANT FLOOR INFORMATION AS REQUESTED HEAT. FRAME WALLS BOARD AND BATTEN, PAINTED AS DIRECTED, REVIEW STONE ELE UJITH OUJNER. TO INCLUDE RECESSED MEDICINE CABINETS INCLUDE ALL HARDWARE AS iREQ'D AND 5HOWER NICHE. MARBLE SADDLES. A4 DEC 1, 2022 S FLORAL 3(o501 BLACK LAG RELOCATE CABANA MOUNT,T-NOTCHED PINTEL BLACK, HEAVY DUTY JAMB PINTEL BLACK. AE� DEC 23, 2022 DEC COMMENTS A FEB. 28, 2023 DEFT, OF HEALTH AND OWNER COMMENTS ROOF FINIALS/LIGHTNING PROTECTION Ai MAR 1(0, 2023 GROUNDED AS REQUIRED TO COMPLY WITH CODE. EXACT MODEL TO BE SELECTED ELIMINATE HOTTUS �o� A MAR, 2-1, 2023 oDo - - - -- - - COORDINATE SEPTIC I�ao❑ 11 I I II I I II 1 11 A9JUN. 5, 2023 12�� FILING SET ❑0 10 I o�o I II it I II II II I II I II I II it II II II II II I 0 ur �o - STONE CHIMNEY =F j" lUD1 121031 1 p 21031 WDI-121031 U1DN21031 UJDN21031 O ❑C� O 21 21 oU� O❑ — - ❑ r ATTIC FL 1 11 H ll/ Li Li ❑ - - �. PROJECT NAME: REPLACEMENT DWELLING e 0 OTTO"IANELLI RESIDENCE O J ❑ ® ® P4 5 EGRESS EGRESS EGRESS EGRESS EGRESS H30410Lil I W30410 1 130410 H30410 H30410 Ll 0 = 250 MIDWAY ROAD m ❑ _ IN (P SOUTHOLD, NY IIS11 Q t L I SECOND FL DRAWING TITLE: ° - O - - - - - - FRONT (EAST) ELEVATION o — STANDING SEAM i IL ° ❑ DID, FW - 6011= °moo ° FW - �5�0160❑ 1111 Ell = MEtAL ROOF 14" LOAD BRCS. a 0�0OQ []1 QC COLUMNS - E ❑ ` �— - o❑� ❑ e � ❑ � ❑� ❑� o� 0==ua N a o O O � U1DH2446 UJDH2446 i 0 0 0 I� ❑ o o ❑ ❑ El p ❑ ❑LL - - - - - - - FIRST FL �. ?, r LA = --- - uu L-J GRADE . . � ` 1 I STONE FACADE e CLAPBOARD 6" TO PROVIDE ALLOWANCE FOR S' x 9' OVERHEAD GARAGE DOORS. � STEPS I I UJEATI-1ER INCLUDE MOTOR AND ALL ACCESSORIES I-- —�- —METAL LEADERS to — — —I— I Fj L7 NEUJDRYUIELLS - - - - - - - - - - - - - - - - - - - - - - - - - - - -� "'M •.. c IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - 1 I PROJECT NO: 2202 ORD I--j 4/� , SST f SCALE: L - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 � � 1 i c ' REVISION NO: ro" 9 JUN 5, 2023 T �• Q 49) 0 SUE DATE: FRONT ( EA&T) ELEVATICN � OCT. 14, 2022 E SEA DRAWING FILE: ��o SCALE = 1/4" = 1'-0" LOOKING WEST 4201ELEVATION5 DRAWING NO: 2 C/_01/ Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: AOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOS INFORMATION AS REQUESTED NOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED A4 DEC 1, 2022 RELOCATE CABANA zi� DEC 23, 2022 DEC COMMENTS LL FEB. 28, 2023 DEFT. OF NEALTN AND OWNER COMMENTS � MAR. 16, 2023 ELIMINATE POTTUB MAR. 21, 2023 ❑o COORDINATE SEPTIC O Til DooO Acj JUN. 5, 2023 0�0 FILING SET �O ❑000 o ❑ MID-POINT OF ROOF =1 O�0 — i X135� XI35� XI35� �GXI3 1CX13 �� I I I �❑ — — ATTIC FL - ❑ PROJECT NAME: STONE CHIMNEY REPLACEMENT DWELLING OTTOMANELLI RESIDENCE ® ® ® ® O EGRESS EGRESS EGRESS U1DI f3rJ041fD LUDO 130410 U1DH3(D410 EGRESS EGRESS EGRESS EGRESS lUDH244ro WDH30410 WDH30410 WDH30410 WDH30410 250 MIDUJAI' ROAD CABLE RAILING EK PERG ❑ BOARDS SOUTNOLD, N'' 11 J-11 POSTS _ 0 _ _ SECOND FL O DRAWING TITLE: — — — - — — — 0 REAR (WEST) ELEVATION 1. o R 2415 PTR 5515 WTR 2415 WTR r 1-4 r — _RtiUl, CLAPBOARD 51DING 0 6" TO WEATHER imp E It `'# —b� r }' ti - O - 14" D I A LOAD BRGc. ® ® ® cWi35 CLU135 P5535 COLUMN BY N.5.4Gt. EGRESS EGRESS EGRESS a ' WDH30410 WOW30410 WDW30410 Y ' z }{(-�C T it N ,'.'+' k �.N- R❑ .,, .. I ZE -- — — — — — — — — — — — — — — f — — FIRST FL <:` M ❑DO❑00 0F70 0 o r� ��- u o CaRADE b� itiv �` STONE RISERS - -I — I - - - - - - - - 4- - - - I1— I — - - - - - - - - - - - I- - - I- - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - J PROJECT NO: c'REp A " Nw ,A ORD� / ,` 2202 SCALE: 4 I o 1 k X ' REVISION NO: w.,. g JUN 5, 2023 EAfR ( UJ &T) L E V A T I ON ,,� a 49-) G¢ SUE DATE:E [1� fRSEA OCT. 14, 2022 A202 SCALE = i/4" = 1'-0" LOOKING EAST DRAWING FILE: 4202REAREL SAT I®N DRAWING NO. 2 tv2D1 2 i Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED CONSULTANTS: DBL. 14" LVL 2 X 12 RAFTERS 16" OC lll/ REVISIONS: -R49 SOUND/THERMAL INSULATION Ai OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 12 10 A2 NOV 4, 2022 \\ ADDITIONAL DOB 2 x 6 632° O.C. INFORMATION AS REQUESTED zi� NOV 30, 2022 ADDITIONAL DEC ASPHALT SHINGLES INFORMATION AS REQUESTED 5TORAGE ON 3/4" CDX PLYWOOD SHEATHING TO CONFORM TO MANUFACTURERS RE DEC -I, 2022 • � REQUIREMENTS (COLOR T.S.D.) �• RELOCATE CABANA FLARE OUT DEC 23, 2022 ATTIC FL 5 D C COMM N E E TS Ar-EB. 28, 2023 — — — DEFT. OP NEALTN AND OWNER COMMENTS MAR. 1(o, 2023 ELIMINATE NOTTUB CONT. SOFFIT VENTS A MAR, 21, 2023 BEAD BOARD COORDINATE SEPTIC UJ/ MOLDING 12 101/4" "AZEK" FACIA BOARD JUN. 5, 2023 10 UJ/ 3/4 x 1/z TRIM PIECES APPLIED TOP 4 BOTTOM PILING SET CLAPBOARD SIDING 6" TO UUEATHER SECOND FL 10 91/2" BCI 65006 1.8 a16"o.c. UJ/ R30 SOUND INSULATION i- I BEAD BOARD (4)- 2 x lms BOX BEAM ATTIC FL BEAD BOARD AL IGN PROJECT NAME: REPLACEMENT DWELLING K 0 M l�D R001„I OTTOI"fANELLI RE51DENCE OO UJD442436 WDN2436 CABLE RAILING 4up POSTS 14" DIA LOAD BRCS. COLUMN BY H.B.4G, 25O MIDWAY ROAD U1pH2S46 WDN2S46 �9 iv 5OUTHOLD, NY 1113-11 SECOND FL DRAWING TITLE: RIGHT SIDE (NORTH) ELEVATION - - - - - - - - - - - - - - - - - - � SECTIONTNRURIGHTSIDE PORTICO _ 3" CORNER BOARDS FIRST FL 0 5- 1 © WC>H2O636 U1DH2842 --- -- I II � iSOUND/THERMAL i / i STONE FACING RISERS R3,a ' i TT�T 7LTT II�7-f— , FIRST FL II I II I I�III— BLUESTONE STEPS ' Y -- - - , — - - - - - - - - - — - - - - - — - - - _ II=III=III=III— ° - �`- ■ - `. _ I I 1-1 11=1 11=1 11=1 11=1 � ° �.�► � ■ ffl — — i d — — —III— p - — — - — -- — - IIII—III— aooaoo GRADE GRADE ' ,, y? 1 CLAPBOARD SIDING I I 14" DIA LOAD BRIG. METAL GUTTEI(26 TO CR,4WL SPACE COMPACTED BACKFILL 6" TO WEATHER I I COLUMN BY 1-I.5.4G. DRYWELLS Fj F STONE RISERS L - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - J ° °d PROJECT NO: 2202 � P SCALE: (ETI') HT SIDE (NORTH) ELEVATION -111=1El I El I I I —I I I_I I El I I— d ° ° ° ° ° ° ° �t ' REVISION N0: A203 SCALE = 1/4" = 1'-0" LOOKING SOUTH-1 -I I I III lI III II I I ° d° d " e JUN 5 2023 ° ° d ° ° T 0 4S 0 SUE DATE: — — — — — SEA : OCT. 14, 2022 DRAWING FILE: 5 CTION THRU RI T SIDE PORTICO 4203RiGNTSIDEELEV. DRAWING NO: �O3 SCALE = 3/4'' = 1'-0" Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: AOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB INFORMATION AS REQUESTED 11,2 AaNOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED 12 �S DEC -(, 2022 2 x 8 e1ro" o.c. RELOCATE CABANA lip - - - - - - — SECOND FL DEC 23, 2022 — STANDING SEA METAL DEC COMMENTS ROOF 3/4" "COX" BOARD /�\ FE5. 28, 2023 METAL GUTTER OVER DEPT. OF HEALTH AND vi ni 01/2" FACIA BOARD OUNER COMMENTS 2 X (os iAl vu 11/2" SHOE MOLDING MAR. l(o, 2023 ELIMINATE HOTTUB _ U❑�UU❑ BEAD BOARD CLG. 2x BLOCKING AS REQ'D. o Aa MAR, 2-i 2023 J=F 1, O COORDINATE SEPTIC 14" DIA LOAD BRG. AeJUN. 5, 2023 off❑ COLUMN BY H.B. G. FILING SET 0 QE:l 1- 11 Hill k 111 11 111 11111fiv Jo❑Do SHINGLE ROOF ��O -Ja❑l❑o r ❑❑= o❑Da _ _ _ _ AT FL o�❑o ❑❑❑o❑❑ 00 0 Q PROJECT NAME: CLAPBOARD SIDINGEE o❑oo REPLACEMENT DWELLING (o" TO WEATHER _ �DO�0 B OTTO IANELLI RESIDENCE ® ® O O o❑ �Q STEEL RAILING EGRESS EGRESS EG ESS EG SS EGRESS oC��O WDH3m46 m POSTS U1DN3fd41fD WDH3041fD lllDH3O410 U1DN3 41fD WDH30410 a�O� 250 1„IIDI.UAY ROAD =�000�oF SOUTHOLD, N1' IIc37I ❑�o SECOND FL BLUESTONE LJL FIRST FL DRAWING TITLE: _ — — — ❑( �C-]� — — — — — — — — METAL FLASHING — —o — ED E — — LEFT SIDE (SOUTN) ELEVATION o❑D ❑ I ��❑oC]❑ { STONE FACING STEPS SECTION TNRU FRONT PORCH ❑ o❑ 14" DIA LOAD BRG. �❑ �❑ °Lw7R m15 W7R 015 wrR m15 00 0 COLUMN BY H.B.4G, E10 — _ EHo�aoo�o a d I 1=1 I -i I I-III-I 11=1 I -I 1 1- I oo�ou _� I El I I i l l l l l l I I I I I I 111 I I' ° . x ft O 0 �00❑ a °° GRADE71 0❑ 0O + U1DH3O52 52 UJDH3D52 0 ° U1DH3�410 a ❑0 COMPACTED BACKFILL U1D30 r , si -- — — — ❑O ❑ d �oa(�� _ _ FIRST FL coNc. a N , _ i� • . tflii — —_ D�Uo—I.�o� Uo L—lo—LJo o ❑o ❑ o❑❑cam❑ao❑❑o ❑o❑❑o❑❑o ❑ o❑❑ ❑o❑❑ GRADE V II Q�i I STONE FACING d S I STONE FACING d �+ d �- - � - - -- - - - - - - - - - - - - - - - - - - - - d 44�- { ° d d ° ° d �-- — — -1- — — — —I — — — — — — — — - MECH. RM. � n �Rc PROJECT No: 2202 I- - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — pOFORD �, . 4/ r� SCALE: cw f I p � - x }c ' REVISION NO: g JUN 5, 2023 LEFT SIDE ( SOUTH) ELEVATION SECT ION TA U FONT PO TICO ,.� 0 0 49�6 0�' SUE DATE: 1 D 1 SEA : OCT. 14, 2022 A204 ,SCALE = 1/4" = P-0" LOOKING NORTH A204 SCALE = 3/4" = 1'-0" DRAWING FILE: 4204LEFTSIDEELEV. DRAWING NO: RIDGE FLASHING DBL. 14" LVL RIDGE BOARD Gustayson/Dundes IT 15 A VIOLATION OF THE LAUD FOR ANY PERSON, COPYRIGHT © 2023 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED 12 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: 15 ALTERED, THE ALTERING ARCHITECT SMALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION / "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC / DESCRIPTION OF THE ALTERATION. 12 / 4F / REVISIONS: 2 x 10 RAFTERS m 16" (:1C W/ / R49 SOUND/THERMAL INSULATION // Ai OCT 31, 2022 ALUMINUM GUTTERS(AND LEADERS) / RESPONSE TO DEC LETTER ON 10" HIGH FACIA BOARD 2 X 6 CO)zLAR TIES 032" OC DATED 10-2-1-2�22 - — / — — 2 NOV 4, 2022 ADDITIONAL DOB / INFORMATION AS REQUESTED / / / / 3 U NOV 30, 2022 / ADDITIONAL DEC / UNFINISHED INFORMATION AS REQUESTED STORAGE nDEC, 1, 2022 / 4 RELOCATE CABANA 2 X 12 RAFTERS 16" Or- W/ / R45 SOUND/THERMAL INSULATION �� / 5/8" GWB 5 DEC 23, 2022 ASPHALT SHINGLES AIR SEALING AT SEAMS DEC COMMENTS ON 3/4" CDX PLYWOOD SHEATHING TO CONFORM_' AND JOINTS ON EXTERIOR WALLS TO MANUFACTURERS WOOD BASE T.B.D. REQUIREMENTS (COLOR T.B.D.) WOOD FLOOR Arc> FEE3. 28, 2023 "ADVANTECH"SUB-FLOOR DEFT. OF HEALTH AND BUILDING PAPER Z-zl OWNER COMMENTS FLARE OUT �•„� AiMAR. 1(o, 2023 SNOW a ICE SHIELD -----_ ATTIC FL. ELIMINATE HOTTUB METAL FLASHING _ 2 x 106 01(oll oz.w/ OWENS CORNING 81i4" TH.R30 BATT INSULATION MAR, 21, 2023 HS STEEL STRAP EACH JOIST to 4 11/4" CLOSED CELL SPRAY FOAM INSULATION _ COORDINATE SEPTIC ATTACH JOIST t0 WALL PLATES FOR A TOTAL OF R38 — i — — — — �g JUN. 5, 2023 5/8" TYPE "X" GWB ALUMINUM GUTTERS (AND LEADERS) F I L ING SET ON 10" HIGH FACIA BOARD DB!_.. 14" LVL JUL. 1, 2023 CONT. SOFFIT VENTS-''"—' 2 x 12s 16"o c. AREA OF SITE DISTURBANCE 12 ED BOARD W/i'I —' 4 OFFICE 11 AUG. 16, 2023 10114" "AZEIC" FACIA BOARD�� - - DOB COMMENTS W/ 3/4" x Ida" TRIM PIECES _ APPLIED TOP t BOTTOM 5/8" GWB `Q ' x AIR SEALING AT SEAMS �' U 12" SHE CDX ATHING PLYWOOD _ AND JOINTS ON EXTERIOR WALLS UNFI ISHED 10 WITH HOUSE WRAP WOOD BASE t.M.D. WOOD FLOOR SRAGE CEDAR CLAPBOARD ---� " / ' 6" t0 WEATHER ADVANTECH SUB-FLOOR � IJ� � A ND H6 STEEL STRAP TO ATTACH I IL I'v STUDS TO BAND JOIST ON EVER)' STUD 2XbPLAT£ — SECOND FL. I I - ATTIC FL. PROJECT NAME: 91%" MCI 65006 1.8 ®16"o.c.W/ I I I! / 2 x 10 G16" O.C. .C. 2 x 10 ow16 O.C.2 x 10 016" D " OWENS CORNING 81/4" TH.R30 BATT INSULATION - - - REPLACEMENT DWELLING H8 STEEL STRAP EACH JOIST TO 4 11/4" CLOSED CELL SPRAY FOAM INSULATION C OTTO"IANE!_L I RESIDENCE FOR A TOTAL OF R38 MASTER DEDROOM MASTER BATH ATTACH JOIST TO DBL PLATE I WATER 5/8" TYPE 250 MIDWAY ROAD "X" GWB -.-__.-_- _ SOUTHOLD, NY 1IS11 POWDER R„I. ----- - -- � nl DRAWING TITLE: EG789 EGRESS WDH3m41m llDN3041m _ n SEE DETAIL D1/A303 HOUSE SECTION 4 - _ FOR DECK INFO TYPICAL WALL SECTION -- - - SECOND FL. Q 9/ BGIs ro5005 1.8 o16 OZ. N 9_ - - 1 2 n " I/? ° BG18 50009 1.8 61611O.C. 5/8" GWM @ 2 x 10 616" O.C. Y M AIR SEALING AT SEAMS AND JOINTS ON EXTERIOR WALLS DINING ARE FAMILY RM. "`,� WOOD BASE T.B.D. - - -- WOOD FLOOR H6 STEEL STRAP TO ATTACH "ADVANTECH" SUB-FLOOR STUDS TO N JOIST ON ----- CH TUD BAD EVER` , . STUD i 2 X b PLATE _. __- ,_� - - - WDH3052 A �'" r� 11tg" BCI 45006 1.8 mib"o.c.W/ HS STEEL STRAP EACH JOIST TO R30 SOUND/THERMAL INSULATION FIRST FL. ATTACH JOIST TO DBL PLATE PRESS.TREATED DBL.2 X 6 PLATE WITH COPPER ��" 'CDX" PLYWOOD ow • it 'i/8 ° BCIs 45P�Oa 1.8•�16"O.G. t 4 CONC.SLAB w/COPPER TERMITE SHIELD _ clr�Clul� GRADE FINISHED STORAGE MECH. RM. CRAWL SPACE GRADE t0 MATCH EXIST I ( '� ••� PITCH FROM HOUSE D.ANCHOR BOLT V-0" Or- RIGID INSULATION HOARD ASPHALTIC WATERPROOFING 16" L.WITH 3" 80. PLATE :cr J� PROJECT NO: D"WATCH OG" NEW 10" CONCRETE Q - J rC � A~A `~ _ FOUNDATION WALL co - - 3" CONC.SLAB J- - J- - cA �' Rc�y�\ 2202 �, ppt'OR� *i� SCALE: SEE FOOTING DETAIL x 1 .. (D3-A004) — oA ; REVISION N0: 'A - - — — — — MECH. 11 AUG16, 2023 4" CONC SLAB CELLAR FL. ED A 0, 4" CONC.SLAB ��R ��`y U 4g (j SUE DATE: � a' `• •• .. — c��G' �.,P�`S Ra c,, ?� SEA . � OCT. 14, 2022 • n � � ��' *#,°( r, S� � DRAWING FILE: rS IC,4L_ WALL � C� f ON -IOI�� SECTION2z .{ ia�'�'f`� �'n 143 II IOVI� Si�C I (ONS ' A301 SCALE - 1/4" = V-0" A301 SCALE = 1/4" = V-0" � � DRAWING No: T 014 9`�� Q- F NV143 0 Gustayson/Dundes IT IS A VIOLATION OF THE LAW FOR ANY PERSON, COPYRIGHT © 2023 ALL RIGHTS RESERVED UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SMALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS: AOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB INFORMATION AS REQUESTED ANOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED DEC 1, 2022 RELOCATE CABANA ADEC 23, 2022 DEC COMMENTS A(o FEB. 20, 2023 DEPT. OF HEALTH AND OWNER COMMENTS A-1MAR. 1(o, 2023 ELIMINATE HOTTUS AaMAR, 21, 2023 COORDINATE SEPTIC JUN. 5, 2023 Ae FILING SET /0\ JUL. 1, 2023 DBL. 14" LVL AREA OF SITE DISTURBANCE AiiAUG. 1(o, 2023 COLLAR TIES An DOB GOMMENTS 2 x roe 9 32"o.c. STORAGE RM. X135 \ X135 \ / GX13 / CXI3 / GX13 -- PROJECT NAME: -- -- REPLACEMENT DWELLING -- 2 x 10 616" O.C. 2 x 10 0161, O.C. - - - OTTO"IANELLI RESIDENCE BEDROOM #3 L INEN WALK-IN CL. MASTER BEDROOM 250 MIDWAY ROAD SOUTHOLD, NY 11971 u Ll L-1 �u Lj0 WrR4431 P 545 ) p1 DRAWING TITLE: EGRE55 LI :)43041 HOUSE SECTIONS HE 1:11-- SECOND FL. 9�i�" BGis �o5m0s L8 �+16"o.c. T11 9��z" BGis 65sa0s 1.8 �16"o.c. n0�� 9�iz" BGis 5m00s 1.8 �16"o.c. - -- - ---=- FO`I'E — — = - - Y 2 CAR GARAGE _ _ FAMILY Y L ROOM _ 12L r \ i+N\ --- FIRST FL. -- — — — — — 11 7/5" BCIa 4500s 2.0 16"O.C. rNII GRADE - _ GRADE �... �. - ,i STORAGE RM. >;" CONC.SLAB I MECHANICAL RM. PROJECT NO: 2202 SCALE: ' # Z 1 :# f REVISION NO: 11 AUG 16, 2023 y 0, �g56 Gt SUE DATE: a' conic.SLAB ¢Ep kRcy �,� �0R0 % SEA . OCT. 14, 2022 4u :`, � � �-A DRAWING FILE: A302,k4OUSESECTIONS S I HOU6E SECTION y ..� o y �"' '��' � DRAWING N0: A302 SCALE = 1/4" = 1'-0" DBL. 14" LVL Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED aX12am16"o.c. 2 x 10s a 16"o.c \ 12 14 CONSULTANTS: ALL MECHANICAL FASTENERS TO BE A NON-FROUS TYPE AND PENETRATE T HE WATERPROOFNOT � MEMBRANE BELOW Z x 6s 2"o.c. \\ SHINGLE ROOF / I STORAGE \\\ - EXTERIOR CLAPBOARD „ L„ WOOD BASE SHAPED FLASHING (TUCKED UNDER SIDING) REVISIONS: LTI 1 x 4 DECKING STUDS D DS TO BAND AT CH I I DBL. 2 x 2 SLEEPERS PLATE AOCT 31, 2022 ROLLED I FINISHED WOOD FLOOR RESPONSE TO DEC LETTER 11 VAPOR BARRIER 4" x 4" WOOD POST 3' H 4 "AVANTECH" SUB FLOOR WITH CABLE RAIL SYSTEM 3/4" MARINE GRADE PLY DATED 10-21-2022 )-1 ATTIC FL. �� FURRING STRIPS — — - — SECOND FL 4 Oc MAX 2 x 10 ®16" O.C. 2 x 10 g16" O.C. 314" PLYWOOD I — — I A NOV 4, 2022 2 I ADDITIONAL DOB CLOS. ALL METAL FLASHING 11 �/8 ' BCIS 65005 1.6 616"o.c. INFORMATION AS REQUESTED ---------- METAL _____T.____ -. .------ - - --- - =,,, OVER FASCIA A B R ROAD -. -- -- .--------_-_--_-_I 2 X 10 �16 OG W/ 2 X 10 �16 OC W/ " NOV 30, 2022 Ram SOUND/THERMAL INSULATION R30 SOUND/THERMAL INSULATION I ADDITIONAL DEC EGRESS EGRESS -_. _ . MOLDING/FACIA BOARD INFORMATION AS REQUESTED WDH30410 WAa 130410 - -- T.B.D. LINE OF GWB CEILING --_ -_ CROWN MOLDING w1m x 26 STEEL BEAM DEC 1, 2022 - - P "- -- - "- ---- - ` ------___-- -- - — 6L TO WEATHER STUDS TO BAND JOIST AT DBL. RELOCATE CABANA � SECOND FL. CLAPBOARD HO STEEL ---- - -- -- -- --- ---- -- - -- — -- - -- it 7/S " BCIs fo500s 1.0 616"o.c. PLATE ---- ---- --- - --- - -- - - -- -- , 3/4" GD X PLYWOOD — — � _—._ --- ----- --- -- -- -- - --- WITH HOUSE WRAP 8"G1ll.B. - - - - -------- - -- ---- - - - -------- A DEC 23, 2022 INCLUDE AIR SEALING �+ KITCHEN 2 X 6 WOOD STUDS 16" Or- AT ALL SEAMS t THERMAL GUE&T 5EDSOOM DEC COMMENTS -- -----------. --.- -. -_.--------.__-.----------.__-----------.__ WITH R21 MATT INSULATION BARRIER ON EXTERIOR WALLS --- - ---------- ----- -- FEB. 20, 2023 DEFT. OF HEALTH AND EH 1 '49 2 0 OUJNER COMMENTS MAR. 16, 2023 WDH3052 WDH3fd5 2 WDN3m52 ----------- -- ------ --- ----------_ ELIMINATE HOTTUB - - FIRST FL, Aa MAR. 2-1, 2023 — - - - - - - - — COORDINATE SEPTIC - - - --- - D 1 D AT FLAT ROOF/D E CMG o 111/0 " BciS 4500s 2.0 616oc. W GRADE _ A303 SCALE = 3/4" = 1'-0" JUN. S, 2023 CRAWL SPACE FILING SET I STORAGE JUL. 7, 2023 I -1L @ o AREA OF SITE DISTURBANCE _ c� - - - - - -- - - - - - - - - - - - - - - - - DBL. 14" LVL AnAUG. I(o, 2023 s / 2 x 12s tv 16"o.c. DOB COMMENTS BASMNT 1=L. j S 2 H4OUSE SECTION g_= =. � A303 SCALE = 1/4" = 1'-0" I 5EDROOM 01 �4 PROJECT NAME: i REPLACEMENT DWELLING OTTOMANELL I RESIDENCE "K 11 "I" ATTIC FL, 2x104016" m.C. mv2x10616" O.C.It 2x10616" O.C. — 250 MIDWAY ROAD BEDROOM 02 I LAUNDRY RM. BEDROOM 3 SOUTHOLD, NY 11S�1 DRAWING TITLE: 1D I I HOU SE SECTIONS A303 i _ � I 0 \ /" —� I WDH28a6 WDH2ea� yy � ( .< ._ t U - - - — SECOND FL. 11 'I/8 Br-Is 65005 1.86 �/8 BC1s 4500s 1.816o.c. �/8 BCIs 650ms 1Bt 16 oc. 2x1061 " mc. — 11Vii _ AUN RY RM. 2 CAR GARAGE GUEST BEDROOMtvTY' m WDH2842 r' + , FIRST FL. 777i 11 7/S " 5CIs 4500s IZ 616"o.c. 11 7/a " BCIs 4500s I.S 616"o.c. PROJECT NO: GRADE �nn 2202 CRAWL SPACE m-u SCALE: 511 CONC.SLAB - �� 9`� •��, VIOLATION OF THE 'LAUD FOR ANY PERSON L REVISION NO: IT IS A VIO 11 AUG 16, 2023 UNLESS ACTING UNDER THIS DIRECTION OF A 6 .� LICENSED ARCHITECT, TO (ALTER AN ITEM IN ANY WAY. ��VLED ARC 0• o 4c)5 G SUE DATE: ,� . F IF AN ITEM BEARING THE SEAL OF AN ARCHITECT �� aFORD J �� SEAL: OCT. 14, 2022 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX DRAWING FILE: TO HIS ITEM THE SEAL AND THE NOTATION A303H-IOUSESECTIONS "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF :SUCH ALTERATION, AND A SPECIFIC S * y i +. ; DRAWING No: ouS S C�r ► oN : f -,� �. - DESCRIPTION OF THE ALTERATION. A303 SCALE = 1/4" = 1'-011 y Fo� . �o 74 _ 303 FN Gustayson/Dundes IT IS A VIOLATION OF THE LAW FOR ANY PERSON, COPYRIGHT © 2023 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED Bl"' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS: AOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB INFORMATION AS REQUESTED A3 NOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED ADEC 1, 2022 RELOCATE CABANA A5 DEC 23, 2022 DEC COMMENTS A(o FEB. 28, 2023 DEPT. OF HEALTH AND OWNER COMMENTS Ai MAR. i(o, 2023 ELIMINATE HOTTUB Aa MAR, 21, 2023 COORDINATE SEPTIC JUN. 5, 2023 A FILING SET /0\ JUL. 1, 2023 DBL. 14" LvL AREA OF SITE DISTURBANCE L AUG. 16, 2023 COLLAR TIES tt DOB COMMENTS 2 x fos 32"o.c. STORAGE RM. STORAGE RM. _ X135 \ X135 \ / GX13 / GX13 PROJECT NAME: ATTIC FL. 2 x 10 elro" O.C. "D li nE II a Fu 2 x 10 616 �16 O.C. " O.C. II n -- - _-_ J 2 x 10 - REPLACEMENT DWELLING - - - OTTOMANELL I RESIDENCE MASTER BEDROOM BEDROOM #i HALL LAUNDRY RM. BATH 013 CL. „ 250 MIDWAY ROAD SOUTNOLD, N`1' 11971 e� ss e�R�ss E�REss �p WDH3lDdl� WDH3m41m WDN3m41m 6� DRAWING TITLE: I ECsRE55 EC;RE55 HOUSE SECTIONS D�13m41m WDN3m41m SECOND FL. S1/2" BCIs 65005 1.8 616"04. 91/2" BCIs 6500s I.8 616"o.c. — 91/2" BCIs (05006 1.8 616"o.c. 2 CAR GARAGE =K:l UWT lEo EPT 016 WtR �015 WtR 2415 P7R 5515 7R 2415 A I O KITCHEN - .. e lo Ll --'�\z Eml „ . rL- _ FIRST FL. — All -- ___ --- - - 7/it 8 " BCIs 4500s 2.0 16"O.C. — — — GRADE CsRADE CRAWL SPACE 4" CONc.SLAB """'"�•. PROJECT NO: 5 CONC. SLAB _ _ _ _ _ � � r�, �ppt 4RD\ � 2202 �4�jsT9� �� SCALE: v 0 +F f REVISION NO: BASMNT FL. 11 AUG 16, 2023 0, ARCS, G�g56 SUE DATE: j.� �� aFORp "xSEAL: OCT. 14, 2022 (L Q�P `� a ��C�3 DRAWING FILE: A304HOUSESECTIONS s HOU,5E SECTION . ..z DRAWING NO: A30 SCALE = 1/4" = 1'-0" DOOR &G�4EDUL. Gustayson/Dundes COPYRIGHT © 2023 FIRST FLOOR ATTIC DOOR TYPES ALL RIGHTS RESERVED DOOR ' LOCATION (FROM / ITO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS DOOR LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS --------__-- CONSULTANTS: WEATHERSTRIPPING, OE) FRONT EN"-RANGE TO FOYER F WOOD/GLASS/ PTD 3'-6" x 1'-0" x 1-3/4" THRESHOLD 4 TRANSOM 3fd1 ATTIC STAIR TO UNFINISHED STORAGE A MDF / PTD 2'-8" x (o'-8" x 1-3/4" � i B SIDELIGHTS i 1�2 CLO5, TO KITCHEN A MDF / PTD (2)-2'-0" x 1'-0" x 1-3/4" DBL. i i i i O1(d3 KITCHEN TO POWDER ROOM A MDF / PTD 2'-4" x 1'-0" x 1-3/4" CABANA i REVISIONS: — � � Ai OCT 31, 2022 B MDF / PTD 2'-4" x �'-O" x 1-3/4° SIZE NOT DETERMINED DO R OCATION (FROM O) YPE MAT/FIN SIZE (LUX X T) REMARKS O KITCHEN TO PANTRY RESPONSE TO DEC LETTER SIZE NOT DETERMINED � DATED 10-27-2022 B 2'-8" x 1'-0" x 1-3/4" C�1 EXT IOR TO BANA BATH H WOO, LASS/ PTD 2'-4" x ro'-8" x i-3/ FROSTED GLAZING 1�5 KITCHEN 1'O MUD/LAUNDRY MDF / PTD i � NOV �, 2022 � 2 Oii) GARAGE 'CO MUD/LAUNDR ADDITIONAL DOS Y U 2'-8" x "1'-m" x 1-3/4" FIRE RATED GARAGE DOORS i 1�7 INFORMATION AS REQUESTED EXTERIOR TO MUD/LAUNDRY H WOOD/GLASS/ PTD 2'-&" x 7'-O" x 1-3/4" WEATHERSTRIPPING _---_� AND THRESHOLD TYPE 11,411 TYPE "B"-POCKET DOOR Olm8 KITCHEN 1'O GUEST BEDROOM MDF / PTD x 1'-0" x 1-3/4" CELLAR A NOV 30, 2022 KITc E A ADDITIONAL DEC 1�9 x -m x 1-3/4 DOOR LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS INFORMATION A5 REQUESTED GUEST BEDROOM TO CLOSET A MDF / PTD 2 -4 DEC -1, 2022 110 GUEST BATHROOM TO GUEST BEDROOM A MDF / PTD 2'-4" x 1'-0" x 1-3/4" B�1 FINISHED &TOR TO MECH ROOM A MTL/PTD 2'-8" x C'-8" x 1-3/4" FPSC ---------------T--------------- RELOCATE CABANA i OMIT AE� DEC 23, 2022 . ill WOOD/GLA55/ PTD 3'-ro" x 1'-0" x 1-3/4" WEATHERSTRIPPING d DEC COMMENTS 112 EXTERIOR TO KITCHEN G THRESHOLD 4 TRANSOM w/ FTW 311� TRANSOM x 1'-0" x 1-3/4" WEATHER&TRIPPING B A FEB. 28, 2023 113 DINING AREA TO EXTERIOR E WOOD/GLASS/ PTD w/ FTW-2-6m1(o TRANSOM THRESHOLD d TRAN50M C:A5 /POOL HOUSE DEFT. OF HEALTH AND " " WEATHERSTRIPPING 8 OWNER COMMENTS (2)-3 -m- x -I x 1-3/4 TI N (F O / TO TYPE MAT/FIN SZE (W x H x T)DININGA :EA TO EXTERIOR E WOOD/GLASS/ PTD w/ FTW-2-(oOl(o TRANSOM THRESHOLD B TRANSOM OOR LOCA O R / REMARKS A-1 MAR. fro, 2023 (2)-3'-0-" x I'-O" x 1-3/4" WEATHERSTRIPPING E / WEATH�R&TRIPPING 4 i ELIMINATE I-IOTTUB O115 DINING AREA TO EXTERIOR E WOOD/GLASS/ PTD CO1 EXTERIOR TOP WDER RM. A WOOD/PTD 2'-4"�x (o'-8" x 1-3/4" w/ FTW-2-6m1� TRANSOM THRESHOLD # TRANSOM THRESN�OLD AaMAR. 21, 2023 FAMILY ROOM TO EXTERIOR E WOOD/GLASS/ PTD x 1'-0" x 1-3/4" WEATHERSTRIPPING C�2 L UNDRY M. TO EXTERIOR �A� , WOOD/PTD 2'_5" x 6 8"_x'i-3/4" WEATHERSTRIPPINGa g COORDINATE 5EPTIC ll�o w/ FTW-2-6016 TRANSOM THRESHOLD 8 TRANSOM O THRESHOLD t FAMILY ROOM TO EXTERI 11-1 OR E WOOD/GLASS/ PTD (2)-3'-m-" x �'-O" x 1-3/4" WEATHERSTRIPPING 4 ---------------1----------- A--__ JUN. 5 2023 I w/ FTW-2-(oOl�o TRANSOM THRESHOLD 8 TRANSOM TYPE "D"-DOUBLE POCKET FILING SET SECOND FLOOR 22�1 HALL TO OFFICE/UPSTAIRS FAMILY ROOM A MDF / PTD 2'-8" x 6'-8" x 1-3/4" 2m2 CLO& TO OFFICE/UP6TAIR5 FAMILY ROOM K MDF / PTD (2) 1'-(o" x 6'-8" x 2m3 LINEN TO HALL K MDF / PTD (2) 1'-(o" x 6'-8" x 1-3/4" 2�4 HALL TO BEDROOM *3 A MDF / PTD 2'-8" x 6'-8" x 1-3/4" FUJSLT FUJSLT 1-I1� CUSTOM 111ro 2(d5 CL05ET TO BEDROOM *3 1< MDF / PTD (2) 2'-4" x (o'-8" x 1-3/4" // PROJECT NAME: & T TO BATHROOM *3 A MDF / PTD 2'-0" x &'-8" x 1-3/4" _ /� REPLACEMENT DWELLING WATER CLO E D 00� I ONE I WT 601 6 OTTOI"IANELLI RESIDENCE 2m7 2'-8" x �'-8" x 1-3/4" 1. ALL INTERIOR DOORS TO BE M.D.F. ( EXCEPT WHERE NOTED ) HALL TO LAUNDRY ROOK A MDF / PTD /// / \ // \ 2F:�O MIDWAI' ROAD 2. INTERIOR MDF DOORS BY TRU &TILE OR SUN DOR. HINGES iBY STANLEY. SQUARE CUT. BALL TIPS FUJ5L FUJSL O2�g MDF / PTD 2'-S" x 6'-8" x I-3/4" 3. MDF DOORS TO HAVE BEVEL (BV) STRIKING, "D" DOUBLE PIP PANEL, PAINT GRADE MDF STYLE PANEL. / \ 1-1�011 \ 17�11 50UTHOLD, N1" 119�1 HALL TO BEDROOM *2 A 4. NO FORMALDEHYDE PERMITTED IN ADNE5IVE& OR IN MANUI=AGTURINC3JF DOORS / \ DRAWING TITLE: 2�9 BEDROOM *2 TO WALK-IN CLOSET A MDF / PTD 2'-0" x 6'-8" x 1-3/4" 5, ALL PAINTS TO BE LOU) OR ZERO VOC TO COMPLY WITH GREEN SEAL it /� -77 DOOR 5GHEDULE 6. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING GLA ING 21� BEDROOM *2 TO BATHROOM *2 A MDF / PTD 2'-4" x 6'-8" x 1-3/4" 1. ALL DOORS AND SIDELIGHTS TO HAVE TEMPERED OR SAFETY GLAZING AS PER CODE. 211 DECK TO BEDROOM *2 G WOOD/GLASS/ PTD 2'-8" x (o'-8" x 1-3/4" \ / i - - x I-3/4 . 212 HALL TO BEDROOM *1 A MDF / PTD 2 8 x 6 8 __._...._.. 213 CL05ET TO BEDROOM *11 K MDF / PTD (2) 2 -m x �o -8 x 1-3/4 O �J. z V' TYPE llE i TYPE *1 BATHROOM *1 2'-4" x (o'-8" x 1-3/4" 214 BEDROOM TO B R A MDF / PTD 215 HALL TO MASTER BEDROOM A MDF / PTD 2'-8" x 6'-8" x 1-3/4" - INN /� .. FWT 311ro 21� 4 i /o MASTER BEDROOM TO OFFICE A MDF / PTD 2 4 x 6 -8 x 3 ®" ,�. 41 i s � !► . 217 OMIT WEATHERSTRIPPING ,y G WOD /G ASS/ PTD _ 218 DECK TO OFFICE D 1- 2 -8 x 6 -8 x 13/4 ' AND THRESHOLD . PROJECT NO: �, 2202 I IN WEATHER&TR PP G _ e� FORD �i. 219 DECK TO MASTER BEDROOM G WOOD/GLASS/ PTD 2 -8 x (o -8 x 1 3/4 0 AND THRESHOLD ;t t j. �� '�S9N SCALE: 22� MA5TER HALLWAY TO MA5TER BEDROOM D MDF / PTD (2) V o x 6'-8" x 1-3/4" DBL. SLIDING POCKET r ,t S ' Q ti ' i� �c ` REVISION NO: 221 MASTER BEDROOM TO MASTER BATH A MDF / PTD 2'-4" x C'-8" x 1-3/4" 9 JUN 5, 2023 MR o g56 222 WATER CLOSET TO MASTER BATHROOM A MDF / PTD '-4" x (0'-8" x 1-3/4" �, 4 G SUE DATE: O 2 OCT. 14, 2022 .,f �.;�� ., SEA 223 MASTER BEDROOM TO WALK IN CLOSET A MDF / PTD 2'-4" x 6'-8" x 1-3/4" _' DRAWING FILE: ,45OlDOOR4WINZ)C)W5CNEDULE 224 BEDROOM *3 TO BATHROOM *3 A MDF / PTD 2'-4" x 6'-8" x 1-3/4" TYPE DRAWING NO: TYPE "K"_ DOUBLE DOOR TYPE "J"- FIREPROOF GARAGE T"1'PE "I"- SCREEN TYPE C� IWINDOW ..�C�--I� �l�� c WINDOW S f'E C I F I C A T I Oil 6 Gustayson/Dundes COPYRIGHT Q 2023 TAG GENEfRAL DESCRIPTION 1. ALL WINDOWS TO BE "ANDERSEN 400 WOODWRIGHT SERIES" STORM PLUS DOUBLE HUNS, AWNING, ALL RIGHTS RESERVED CASEMENT, FIXED, OVAL AND TRANSOM. 2. CLAD WINDOWS, INSULATED GLASS, HIGH PERFORt IANCE LOUD E WITH ARGON CONSULTANTS: WINDOW 5FEC No. LOCATION T�I'1=E OTT, G,Ot-11"IENTS FIRST FLOOR GE I E fRAL SFE C IF I GAT I OI 5 A WDH 30410 GUEST BEDROOM DOUBLE HUNG 6 SINGLE - EGRESS GENERAL SPECIFICATIONS 1. EXTERIOR COLOR TO BE WHITE OR A5 DIRECTED 51' OWNER. REVISIONS: H WDN 2636 GUEST BATHROOM DOUBLE HUNG 1 SINGLE 2• INTERIOR TO BE PRIMED WHITE. (CONSULT W/ OWNER/ARCHITECT). AiOCT 31 2022 P WDN 2842 GARAGE DOUBLE HUNG I SINGLE 3• GLAZING TO BE DUAL PANE, ARGON BLEND FILLED WITH HIGH PERFORMANCE RESPONSE TO DEC LETTER LOW E COATING. DATED 10-21-2022 D WDH 2446 PANTRY DOUBLE HUNG I SINGLE 4• HALF SCREENS OF HIGH TRANSPARENCY MESH WHEN CALLED ON SCHEDULE. 5 INTERIOR HARDWARE COLOR TO BE DARK BRONZE, WHITE OR BRIGHT BRASS � NOV 4 2022 D WDH 2446 POWDER Roots DOUBLE HUNG 1 SINGLE A5 NOTED ON SCHEDULE. CONFIRM ALL WITH OWNER. ADDITIONAL DOB E WTR 4431 STAIRWELL PICTURE 5 SINGLE - FIXED 6. EXTENDED JAM55 FOR NEW 2 X & CONSTRUCTION WHERE REQUIRED INFORMATION AS REQUESTED -1. INCLUDE 2" THICK SILL N051NG F WDN 3052 w/UJTR 3015 TRANSOM DINING AREA DOUBLE HUNG 3 SINGLE w/TRANSOM g SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION A3 NOV 30, 2022 SINGLE w/ CUSTOM TRANSOM ADDITIONAL DEC C CW 135 w/ CTR 2415 TRANSOM KITCHEN CASEMENT 2 TO MATCH TRANSOMS IN a SIMULATED DIVIDED LITE5 (SDL) AS SHOWN ON ELEVATIONS FOR ALL WINDOWS INFORMATION AS REQUESTED IN DINING AREA GRILLE WIDTHS TO BE '1/S" WITH SPACER BAR (VERIFY W/ OWNER). SINGLE w/ CUSTOM TRANSOM G P 5535 w/PTFZ 5515 TRANSOM KITCHEN PICTURE 1 TO MATCH TRANSOMS IN 10 5/S" TH, GWB AS INTERIOR FINISH (TYP) A DEC -1, 2022 IN DINING AREA 11, MOLDING-sS ON ALL WINDOWS TO BE SELECTED. RELOCATE CABANA 12. INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORSA5 DEC 23, 2022 13. MINIMUM PERFORMANCE SPECIFICATIONS: DEC COMMENTS U FACTOR IS 0,32, SOLAR NEAT GAIN COEFFICIENT IS 0,30, R VALUE 3.13 SECOND FLOOR 14. ALL WINDOWS TO BE ENERGY STAR RATED. A(oFEB. 28, 2023 A WDN 30410 MASTER BEDROOM DOUBLE NUNS 3 SINGLE 15. SAFETY GLAZING WHERE REQUIRED BY CODE, DEFT. OF HEALTH AND OWNER COMMENTS A WDH 30410 MASTER BEDROOM DOUBLE NUNS 3 SINGLE 'J MAR, 1(o, 2023 ELIMINATE HOTTUS B WDH 3046 MASTER BATHROOM DOUBLE NUNS 1 SINGLE w/ TEMPERED GLAZING A MAR. 21, 2023 COORDINATE SEPTIC A WDH 30410 M. BATH WATER CLOSET DOUBLE NUNS 1 SINGLE AciJUN. 5, 2023 A WDH 30410 WALK-IN CLOSET DOUBLE HUNG 1 SINGLE FILING SET - 2nd FL. CL 1 P4545 WALL PICTURE 1 SINGLE ALIGN ALIGN A WDH 30410 OFFICE / FAMILY RM DOUBLE NUNS i SINGLE - EGRESS -- A WDH 30410 BEDROOM 1*3 DOUBLE HUNG 2 SINGLE - EGRESS \ J WDN 2546 BEDROOM *3 DOUBLE HUNG 2 SINGLE \ 0 K WDH 2436 BATHROOM 03 DOUBLE HUNG i SINGLE K WDH 2436 BATHROOM 02 DOUBLE NUNS 1 SINGLE / PROJECT NAME: A WDH 30410 BEDROOM "2 DOUBLE HUNG 4 SINGLE - EGRESS REPLACEMENT DWELLING OTTOI„1,4NELL1 RE61DENCE A WDH 30410 BEDROOM "1 DOUBLE HUNG 2 SINGLE - EGRESS / 2nd FL. D WDH 2446 BATHROOM 1*1 DOUBLE HUNG 1 SINGLE 250 MIIDWA T' ROAD (EJ-2-� �IICAL DOOR / UJINDOLW ELEVATION 2ND fLa00 SOUTHOLD, NY 119-11 SCALE = 1/2" = 1'-0" DRAWING TITLE: WINDOW SCHEDULE ,4TTIC FLOOR Ist. FL. CLG S M CX 135 UNFINISHED STORAGE CASEMENT 5 SINGLE EGRESS - FAUX DBL HUNG DOOR TRANSOM W/ I SINGLE - FAUX DOUBLE HUNG PTD. OPAQUE PANEL ' ? H STORAGE DOUBLE HUNG 5 N WDN 210310 UNFINIS ED S R E D SHAKER STYLE WITH SQUARE STICKINn ALIGN O WDH 24210 UNFINISHED STORAGE DOUBLE HUNG 2 SINGLE ALIGN POOL C 5 ANA P - � . � . . riii 11 waivA 4Q-i r YY FROSTED GLASS OPTION dirt �AA11 I Q WDN 1836 POWDER ROOM DOUBLE HUNG 1 CONFIRM WITH OWNER - 6l . L " 0 PROJECT NO: 2202 pF�Rb� � SCALE: ¢ a4 N 1 x ' REVISION NO: N".. e JUN 5, 2023 15t. FL, 0 49'5rQ I, SUE DATE: SEA OCT. 14 2022 DRAWING FILE: A502WIND0W5CHEDULE 1 T�I f= ICAL EDOOR / WINDOW ELEVATION 1ST FLOOR, DRAWING NO: �,450� SCALE = 1/2" = 1'-0" — 1v/=D1-/ 2 LIGWTINGs .5C: HEDULE FIXTURE pE:SCRIPTIDN Gustayson/Dundes COPYRIGHT (D 2023 A RECESSED DN LIGHT DOUINI.IGHT LOCATION ALL RIGHTS RESERVED O AI RECESSED ON LIGHT DcxNLIGHT WET LOCATION B DECORATIVE PENDANT INCANDESCENT PENDANT CONSULTANTS: WALL SCONCE SURFACE MTD.DECORATIVE O SCONCE WALL SCONCE SURFACE MTD.DECORATIVE DI SCONCE /EXTERIOR WET LOC. m SURFACE MTD.CEILING o SURFACE MTD.CEILING/ CLOSET LIGHT ON JAMB SUITCH ABOVE DOOR H UNDER CABINET LIGHT UNDER CABINET LED LIGHT BAR -o O M LOW TLIGHTVOLTAGE ART DOII.NLIGHT REVISIONS: SPO ® N STRIP FLUORESCENT Ai OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 NOTE: ALL SWITCHES TO BE DIMMED / 2 \ NOV 4, 2022 t� ADDITIONAL DOB SYMBOLS LIST INFORMATION AS REQUESTED SINGLE POLE SWITCH - LEvITON *5621-W A NOV 30, 2022 jTHREE WAY SWITCH - LEVITON *5623-W ADDITIONAL DEC INFORMATION AS REQUESTED INCANDESCENT DIMMER SWITCH ---------------------------- ---------------------------- / ♦ —_ ----_- -- JS JAMB SWITCH \ DEC �, 2022 --- --- ---- ;,� '\ RELOCATE CABANA ---------------------------- - - - ----------- -- -- ----- -- CEILING FAN W/ LIGHT r_------- --------__ PROVIDE POWER FOR — y�- ' - - - - - - - - - - - - - - - - - -�I- - - A5 DEC 23, 2022 �- GRILL AREA GUEST BEDgOOM DEC COMMENTS ¢� PROVIDE CIRCUIT AND CONDUIT TO LJ EXTERIOR LIGHT FIXTURE-MD -- PROVIDE LIGHTING AT TERRACE I I I��- MOTION DETECTOR 3 SWITCHED - I PROVIDE POWER FOR , I !' I � I ' I Arc> FEB. 28, 2023 SD SMOKE DETECTOR \ AC UNITS DEFT. OF HEALTH AND OWNER COMMENTS co CO DETECTOR 41811 APF. TYPICAL) - SCREENEp PORC1-I �A \ _-_ �_-- ____Ir--=�_ _ ' �A I I' _ A �I I IA r--- i T---- A-i MAR. 16 2023 T THERMOSTAT r-- -- .r -- 1 / I I__ L J_ J_ I / /' L iI L J L___ I IL i ELIMINATE HOTTUB L-------------I LJP WEATHERPROOF I I I I I MAR, 21, 2023 ,,III COORDINATE SEPTIC ---� --�-- SD CCU TT EF TOILET EXHAUST FAN ---� ---� I _ � _ — — — — I — — — — Ll , PROVIDEA bA BAT JUN. 5, 2023 JUNCTION BOX FORAPPLIANCES, etc. RANE VER I WALIG ' INIFILING SET CATV CABLE TVANTERNET CONNECTION �_ AS REQ D i CL pS E I /0\ JUL. 7, 2023 Wl � AREA OF SITE DISTURBANCE a o Al -j o o I GF AFF � GF AFF II oFlElEll-IF71 I 3 4 AFFA A Q I I _ L J - � �— CATV� r° �D I I --__-___-__ __----~____ _--- ____-___-_----_/___ ___ -- -"-------- , I 11)1r r.r, r-�-r, � I I I Aii ________-_- - -- ------�- -y--- -- --- ------ / �I I r $ i�GiTCI-BEN =____-_`,`____ = /��,.,- _ I I I DOB COMMENTS ® CABLE tV/INtERNET CONNECTION I • , - _ �- MUD/LAUNDRY►' I I I I I I I I 1 I I I I �,O ALARM PANEL i I - ' / I i j'� - \ �_� - /- A - --- - --- ---- - I I --------- - - y}`t I I +---- �-I --------- I-- ----+---- rJ SPEAKER -- A- I $ --------- I I }A I I A"------------- A A / / ---I I I I I ----I -/ 4 I I I / D INI CAI AREA r-- / i / I----------------- ---------�--- - --- ------------ -- ,/" III � l T THERMOSTAT i I ---;------ -;-------;- ;-- --- -r-- -- --- -I------� L-- I--------+ I i - // -- L 1 I„ ----- - — 1 / ________ ________________.__-________--_-i___----- L 1 EXTERIOR LIGHT FIXTURE-MOTION -r--- -- 1 ----------��-----i--- I -_ ________ =_- -_===______ -__===-_= _=__}` -- DETECTOR 4 SWITCHED �r _T_ -----_______=====y---- --------, ------ ri=-'� p------------=--=-__---------- __ -- -- ---� J ---- i \ -- --- �- ROVIDE USB ------I i I \ DUPLEX RECEPTACLE - 125V - 15A-U GROUND I I I I I CUTLETS M EQUAL TO LEVITON *1ro262-W I — ' PROJECTNAME. I -�------� I I ' i I I I , �;--- ---- ---;'-- r==- ------ �--- --- I ---- ----�—----------�---�---- ---L�- I / SD REPLACEMENT DWELL INCH SAME AS ABOVE EXCEPT HALF SWITCHED I Iq I I 1 9 1 I I 1=LOOR7LT - / �T--- I 11 _ I / I � ' II i 1' ,--------rr-- ----J L------T L ------ r--------r-- J 2 SMOKE- 4 OTTOMANS L L I RE 6 1 D ENCE I I I I I I I 1 I I I L____--_J L_-_-_--J L_-___.-J L_-_-__-� L_______J / I I I F1 I DUPLEX RECEPTACLE - 125v - 20A-U GROUND I I I -- I I I ------------- I I I HEAT -- - - - L I I EQUAL TO LEVITON "16362-W. SEPARATE CKT I - - - - - __ _ J I I � I - DETECTOR --- - --- -- - - - -- - ------- --------- --_�--_-•-__---�----__ _-------- J �-____- ---- ----- - ------ -- ------- --- J tic __�-------------- � '` I------_ ----___-----___-____------____--____-----1--=�=---__ - / MIDUJAI' ROAD I _ -- _ _ _ 250 CxFI FAULT INTERUPTER (EQUAL TO LEVITON *65SO-W o i r==�== _ --- '_- ---------r �__------ DUPLEX RECEPTACLE - 125v - 15A GROUND I \ ---- -------------- _ - - �F------ -----; I-- , -- SOUTHOLD, NY llgll II I -------------------- I A z LE - 125V - 2mA GROUND i i I FAMILIA RM. I --------�- _ DUPLEX RECEPTACLE I -- --------- ---- TWO-CA :GARAGE GFI -- --- --- — 3A- - SD F' _ DRAWING TITLE: FAULT INTERUPTER. 'EQUAL TO LEVITON *68SS-W I A------------ _ I o i I' J > N FIR6T FLOOR WP EXTERIOR DUPLEX RECEPTACLE W/COVER 0 L__r__L______________________'' I LI I______J I 7 _ /- �__-__ r___ ELECTRICAL PLAN �__I-.---------- r----I__----_J m ____J_-___ / _--_ / ---1--r---------------------- ------��— — ------� I ---1— - ------- I FLOOR OUTLET 11 I I I �. I IFLbOROUTLEtT OUT ET f I i i f i R i i I I '4 --J i i i a i i I A \ I I - �42° II i i i L-------- II ————— ——— ——— I , FF ' PROVIDE POWER FOR , ------E-------- ---- lid -----------� I I \� i ------- I I I OVERHEAD DOORS . ---------- ------------- D ------ ------------------ J I TO CHAN I ,,, tffl C�'R I C�;� NO7E� - - {- --- --- - -__ ------------------- Bo,� ------- -- a�; _ --- - - -- - ----- - / I \ I - l:- - ----- -- - -- I 3 3 I �A I I \ . ------- ------- 1 I . - . PROVIDE POWER FOR / FO`rER ALL APPLIANCES - B �- I I I I II 2 I , POLE. --- A i i FF \WHERE INDICATED i ,\ uIP / \ . - ■. INSTALL SMOKE DETECTOR co r N CO DETECTOR IN BASEME° O O O E I - - - - - - - - - - - - - - - - - - - - - - PROVIDE FOR INTERIOR SOUND L__________ ____________________ - ---------------------------------- SYSTEM INSTALLATION ---------------------- -------- -- ------------------------- �------ REVIEW POSSIBILITY OFkI EXTERIOR SOUND BY EXTERIOR EXTERIOR SECURITY LIGHTING �WITH OWNER ON MOTION SENSORS O . *� PROVIDE FOR NEW ALARM La----- ------------------- SYSTEML-----------------------------' PROJECT NO: ALL LIGHTS TO L----------------------------J 2202 (;, \� BE ON DIMMERS CL� �y® ✓j,\\f;�` SCALE: I.v 1 I , EI REVISION NO: 11 AUG 16, 2023 ,�� SRC . 0 4g56 G SUE DATE: rf= 2 FIR&T FLOOR ELECTRICAL PLAN �� P .,. �u� �<l SEAL: OCT. 1�4, 2022 �01 SCALE = 1/4" = V-011 DRAWING FILE: rah•;; i., - ..,:r.Jr * I E101ELECTRICAL PLAN DRAWING NO: �a• 014 LIGxHTING SCHEDULE FIXTURE DESCRIPTION Gustayson/Dundes COPYRIGHT © 2023 O A RECESSED DN LIGHT DOUJNL.IGHT LOCATION ALL RIGHTS RESERVED O AI RECESSED ON LIGHT DOUK.IGHT WET LOCATION ` is DECORATIVE PENDANT INCANDESCENT PENDANT CONSULTANTS: WALL SCONCE SURFACE MTD.DECORATIVE p SCONCE WALL SCONCE SURPAC:E MTD.DECORATIVE DI -SCONCE /EXTERIOR WET LOG. m SURFACE MTD.CEILING oG SURFACE MTD.CEILING/ CLOSET LIGHT ON JAMES SWITCH ABCY/E DOOR H UNDER CABINET LIGHT UNDEF:CARNET LED LIGHT BAR UO n SPOTLKsow VOLTAGE HT ART Dc7UNLIGHT REVISIONS: � N STRIP I-LUORESCENT OCT 31, 2022 Ai RESPONSE TO DEC LETTER DATED 10-21-2022 2 NOV 4, 2022 ADDITIONAL pOB NOTE: AL I1 O B D D SYMBOLS LIST INFORMATION AS REQUESTED SINGLE POLE SWITCH - LEVITON +'S621-W 3 A3 NOV 30, 2022 THREE WAY SWITCH - LEVITON "5623-W ADDITIONAL DEC INFORMATION AS REQUESTED INCANDESCENT DIMMER SWITCH DEC -1, 2022 JS JAMB SWITCH Q RELOCATE CABANA CEILING FAN W/ LIGHT Q DEC 23, 2022 LJ DEC COMMENTS EXTERIOR LIGHT FIXTUizE-MD MOTION DETECTOR 4 SWITCHED a EEB. 28, 2023_ ---------------- DEPT. OF HEALTH AND SD SMOKE DETECTOR � / OUNER COMMENTS CO CO DETECTOR -(I8" A.F.F. TYPICAL) i -CATV-911 a MAR. 16, 2023 T THERMOSTAT _EDROOM # B2 ELIMINATE HOTTU B - - � 2023 UJ1= WEATHERPROOF MAR, 21, COORDINATE SEPTIC --------- EFZ TOILET EXHAUST FAN -- / --- I i AeJUN. S, 2023 I I iTl I I J JUNCTION EiOX FOR APPLIANCES, etc. I i" i I FILING SET CATV CABLE TV/INTERNET CO'�INECTION \ / —i ` Q JUL. 1, 2023 � AREA OF SITE DISTURBANCE I 11 B ---- � I=----i r- WP AUG. 1�o, 2023 113 SD -J LL---J L----JJIL-&J ® CABLE TV/INTERNET CONNECTION 3 s \ DOB COMMENTS A o ALARM PANEL � - — A - - - A- -- `�A— AT OS SPEAKER GFi CATV WALK-IN CL. --- EF ------------------ --- -- I - - -�-- Ai, T THERMOSTAT A I \ aED1-200M - j' 1 I I EXTERIOR LIGHT FIXTURE-MOTION I I -�' _ -�'A DETECTOR < SWITCHED MASTER BEDROOM -- I 1 1 42" 42' ----� -- ( I OFFICE O 10I / ' � JI,,,, Cil, C------------� i i ( AFF AFF DUPLEX RECEPTACLE 125V - 15A-U GROUND I I ' I �"1 #1 1 yJl ( L___J AFF H EQUAL TO LEVITON +'162o2-W � ' � ' , I UJALK-iN i , mi I u!AaF"'F? phi"Ff- � _— PROJECT NAME: o R �,A , z � LAUNDR R � � REPL.,4CE1„IENT DUJELL INCHSAME AS ABOVE EXCEPT HALF SWITCHED A /"A I A Al OT T OMANS L L ( RE 61 D E I GE i JS DUPLEX RECEPTACLE �• 125V - 20A-U GROUND I � IA A MKT � � '\ j j it I I I I I I I I I I �-____-�- I A ,EQUAL t0 LEVITON "16362-W. SEPARATE _ � � I I I I I I 1 I r---� '' C� r---� / AI IL---- _� I I I i _ h----- I GFI DUPLEX RECEPTACLE 125v - I5A GROUND ( i i i i - I i it ---, r--- Ii i - _ - 250 MIDWAY ROAD FAULT INTERUPTER. EQUAL TO LEVITON 065SS-W I , i I. , 8 I I I Ai \ I I I I I I I I 42" " r_______________� �, I L__J I I I i i i i -�' L___J L___J I� -� sD I tc AFF ! SOUTHOLD, NY 119-I1 I KING �6 X 8� I \ I 3 I-------------J D DUPLEX RECEPTACLE - 125V - 2oA GROUND ' I I \I 4 11 L[7:: - ---------- I DRAWING TITLE: to FAULT INTERUPTER. EQUAL TO LEVITON w,,*,W-W \ I I \ _ _ I _ _ _ 1 u -- - ---`� - '1 --\ _ ---__� ----- II -1 - - -t,4I ---- ---� ----------j --- -- SECOND FLOOR Wf:l (�') EXTERIOR DUPLEX RECEPTACLE W/ COVER A I A �i A �'� A \ A A A A 'HA sD ELECTRICAL PLAN I I D L---- r--- �----------------�r---� Z I II �-----; i-----i i t I \ WI I 1 I 1 L $D ------------ �- OPEN TO / cv BELow / �73EDROOM #3 -o a .p o- I \ PA j r � C�R� CA� NOS �- G I \ WALK- I - ----- --- --- I ---- - r n I I _ I ------- 42 AFF _ ------ e A x , PROVIDE POWER FOR M,48 z ALL APPLIANCES ATH OOM V! , WHERE INDICATED � R ` IA A I 1 z I —f — — — — — — - -�Al Al A— — - -i— ------- ---INSTALL SMOKE DETECTOR /, — — I ��/QQQ --- --- OF ICEO UPSTAIRS U, 1. k ■ AND CO DETECTOR IN / I _ AM I Y O M I -- � ■ - ■ • BASEMENT i I ------- ------ �- -� ,'�• , _ ■ LIN N i i ------- --- --- I `t' ,m a<� ;'` �' ■' A A ` PROVIDE FOR INTERIOR SOUND IL-------- SYSTEM INSTALLATION \ — WATER \'� A G .- REVIEW POSSIBILITY OF b C. i �,_o� a µ .:+. ... , +�.: EXTERIOR SOUND SYSTEM WITH OWNER GF s EF J C==- ---V_ -_� ----- ----- , � 1 FOR NEW ALARM PROVIDE R E SYSTEM I PROJECT NO: ALL LIGHTS To Re yam, 2202 BE ON DIMMERS �� ,� Tq`�r� SCALE: fJ' ® GAS\f 3 c� t I va x F 1 aF f REVISION NO: 11 AUG 16, 2023 D' 0 4956 (j¢ SUE DATE: OCT, 14, 2022 1 &E C O I �t ID F L O O I\ E L E C T FR I C/`-�t L FLAN 44/ j(,r. L DRAWING FILE: r ?'`� :T.; f `C '` E102SECONDFLELECPLAN ��02) SCALE = 11411 = 1 -011 DRAWING NO: L IGHTING SCHEDULE FIXTURE DE CR F' O Gustayson/Dundes COPYRIGHT © 2023 O A RECESSED DN LIGI-IT DOWNLIG14T LOCATION ALL RIGHTS RESERVED O AI RECESSED DN LIG14IT DOWNLIG{-IT WET LOCATION - DECORATIVE PENDANT INCANDESCENT PENDANT I CONSULTANTS: WALL SCONCE SURFACE MTD.DECORATIVE D SCONCE SURFACE MTD,DECORATIVE 4DI WALL SCONCE SCONCE /EXTERIOR WET LOC. (nh SURFACE MTD.CEILING o SURFACE MTD.CEILING/ CLOSET LIGHT ON JAMB SWITCH ABOVE DOOR H UNDER CABINET LIGHT UNDER CABINET LED LIGHT BAR O M LOW SPOIL GLHTAGE ART DOWNLIGHT REVISIONS: = N STRIP FLL':ORESCENT _ N OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 NOV 4, 2022 NOTE: ALL SWITCHES 70 BE DIMMED I ADDITIONAL DOS INFORMATION AS REQUESTED SYMBOLS L I ST SINGLE POLE SWITCH - LEVITON -5621-W ABNOV 30, 2022 ADDITIONAL DEC THREE WAY SWITCH - LEVITON *5623-W I� INFORMATION AS REQUESTED D INCANDESCENT DIMMER SWITCH DEC 7, 2022 JS JAMB SWITCH A RELOCATE CABANA CEILING FAN W/ LIGHT zi� DEC 23, 2022 DEC COMMENTS EXTERIOR LIGHT FIXTURE:-MD MOTION DETECTOR d SWITCHED ---- -------------------------------------------- FES. 28, 2023 SD SMOKE DETECTOR DEFT. OF HEALTH AND I OWNER COMMENTS c❑ CO DETECTOR -Nall A.F.F. TYPICAL) MAR. 1(o, 2023 I I T THERMOSTAT I I ELIMINATE HOTTUB I I I UJP WEATHERPROOF i j Aa MAR. 21, 2023 I I COORDINATE SEPTIC EFZ TOILET EXHAUST FAN i JUN. 5, 2023 Ac-3 O JUNCTION BOX FOR APPLIANCES, etc.. i FILING SET I I I I I I CATV CABLE Tv/INTERNET CONNECTION ----------------------------------------------------- I I I I I i I I I I I I I I I I i I I I I --------------------J L--------- CABLE Tv/INTERNET CONNECTION I I I I I A O ALARM PANEL I I \ I OSPEAKER I I \ I T THERMOSTAT ; I I I EXTERIOR LIGHT FIXTURE-MOTION I DETECTOR E SWITCHED DUPLEX RECEPTACLE - 125V - 15A-U GROUND PROJECT NAME: \\ EQUAL TO LEVITON *16262-W i I REPLACEMENT DWELLING SAME AS ABOVE EXCEPT HALF SWITCHED I ---------7- r ---------------------- ---------- ------------------------- I Ory t MAN ELL I RESIDENCE I A I I I I I I I I I I LINE OF CEILING ABOVE DUPLEX RECEPTACLE - 125V - 2OA-U GROUND NI I I I I I I I I I EQUAL TO LEVITON *16362-W. SEPARATE CKT DUPLEX RECEPTACLE - 125V - IBA GROUND CxFI 250 MIDUJAI' ROAD FAULT INTERUPTER. EQUAL_ TO LEVITON *6598-W SOUTHOLD, NY 111311 I � I CxFI DUPLEX RECEPTACLE - 125V - 20A GROUND \_ — — — — DRAWING TITLE: FAULT INTERUPTER. EQUAL_ TO LEVITON "6898-W i �------------ A—�----------- ---- �— -—-�� ------------ A \ ---- sD --- -- ATTIC FLOG WF EXTERIOR DUPLEX RECEPTACLE W/ COVER I \ I I I ELECTRICAL FLAN / I IALINE - CEILING AB -- ---------------------------------------------------�-I--- ' ---------------------------- -----------------I- -----------� I � II, , , j-- I r . --= jo AA , ------------------------------------ ------------------------------------fir-- I .. l� CTRIGAL NOTE: I I , I PROVIDE POWER FOR ALL APPLIANCES I I WHERE INDICATED I I i LINE OF CEILING ABOVE INSTALL SMOKE DETECTOR �'I I I \ I AND CO DETECTOR IN ; \ BASEMENT ; I I �r rr ii •'.J m: I S�t PROVIDE FOR INTERIOR SOUND i I SYSTEMINSTALLATION L-------------------------------- ------------------------------------------------------------------------------------------ ------------------------------- REVIEW POSSIBILITY OF \ \ \ \ \\ ios Fyn aM EXTERIOR SOUND SYSTEM WITH OWNER 'T PROVIDE FOR NEW ALARM SYSTEM "'-`' PROJECT NO: ALL LIGHTS TO G; �,��,�pDFORb �5 ��, SCALE:�2 BE ON DIMMERS 9 6 �I 4"* REVISION NO: e JUN 5, 2023 " I � I � � O O �� I �� FLAN �, �• 0 49 p� SUE DATE: I A L. R L L FL �, SEA : OCT. 14, 2022 �O3 SCALE = 114" = it-OIL DRAWING FILE: E103ATTICELECTRICALFLAN DRA IWING NO: GAS DRYER IN 5/5" MARINE GRADE PLYWD. UNDERLAY Gustayson/Dundes LAUNDRY ROOM COPYRIGHT Q 2023 WITH STAGGERED JOINTS ALL RIGHTS RESERVED LEAD SHEET (FOUR LB./SF. FT.) 1" MUD SET, SLOPE TO SQUARE DRAIN 3/a" TILE OR MARBLE CONSULTANTS: SECOND FLOOR CONTINUOUS WATERPROOF MEMBRANE TO EXTEND UNDER LEAD PAN. EXTEND UP WALL S" MINIMUM. FLOOR FRAMING FAMILY ROOM EXTERIOR BARBECUE EXTERIOR GAS DRYER IN REVISIONS:GOOKTOP FIREPLACE GRILL CONNECTION POOL EQUIP. LAUNDRY ROOM AOCT 31, 2022 �!J RESPONSE TO DEC LETTER FIRST FLOOR DATED 10-21-2022 WATERPROOFING DETAIL D-2 N.T.S. A NOV 4, 2 02 2 CONNECT TO PROPANE ADDITIONAL DOB INFORMATION AS REQUESTED LATICRETE 22(o THICK BED � NOT WATER TILE OR MARBLE MORTAR MIX GAUGED WITH BOILER LANCRE T 3E 101 ADMIX HEATER I LATICRETE FLOOR GROUT I3 NOV 70ON 2022 DEC AND JOINT FILLER (SANDED) ArDDINFORMATION AS REQUESTED R V///, GAUGED WITH LATICRETE WOOD S CELLAR 1116 ADMIX. TILE BASE A4 DEC 1, 2022 RELOCATE CABANA WALL CONTRACTOR TO DETERMINE REQUIRED GAS TANK AF;, DEC 23, 2022 SUPPLY AND SIZE OF LINES FOR EACH APPLIANCE DEC COMMENTS e ° ,4 A A& FE5. 28, 2023 CONTRACTOR TO PROVIDE ALTERNATE PRICING / DEPT. OF HEALTH AND �F'102 FOR GEOTHERMAL HEATING AND COOLING OWNER COMMENTS FLOOR FRAMING Ai MAR. l(o, 2023 ELIMINATE HOTTUB PLUMBING FIXTUR�:S � FITTINGS WILL BE PURCHASED BY OUJNER. COORDINATE SEPTIC 1„IUD SET AT SLAB PLYWOOD SUBFLOOR Aa MAR. 2-I, 2023 GC TO INSTALL. � �- � 3" = 1'-O" AJUN, 5, 2023 FILING SET VENT STACKS SHALL NOT PROJECT FROM ROOF I 411 4111 ON FRONT ELEVATION. POSITION IN REAR AT 4" VENT iSTACK VENT'STACK VENTI STACK INCONSPICUOUS LOCATIONS VENT(STACK }GOOF MASTER BATHROOM 1-1/2" I r r \BR I BATH I _ _ — _ / �I i 1 I -_BR 3 BATH BR 2 BATHS � 1 ► � � 1 1 2" 1 1-1/2 111-1/2" 1 1 I-1/2" 1 LAUNDRY II_1M11 I 1-1/2" I i 1-i/2" i 1-1/2 1 1 i 1 1 I L I 1 l i LAV I CLAY 11 I!2" I TOILET 11 1 I I TOILET 1 LAv i I WASHING MACH. i LAUNDRY LAV 1 TOILET I I ` i I I TOILET LAV I LAV II =LSHOWER I I I I FREE-STANDING I I I 1 I I DRAIN I l i SHOWER1 SHOWER 1 1 STALL I I TUB I TUB 1 I I I STALL SECOND FL 1 I 1 1 1-1/2" DRFLOAIN 1-I/2" I I 1 1-1/2" 4A 11 I fI I 1 �� VENT SSTACK 2_i2 1 411 4„ 1 211 1 2-1/2" 2" 1 2 411 1 PROJECT NAME: 1 I I I REPLACEMENT DWELLING 411 I 4 411 I 41' ROOF OTTOMANELL I RESIDENCE 1 I I I \411 WASTE AND 1 WASTE AND ( WASTE AND VENT STACK I VENT STACK 1 VENT STAC j 25O MIDWAY ROAD 1 SOUTHOLD, NY 11S7 J I LAUNDR T I/2" �� 1-1/2 GUEST BATH , DRAWING TITLE: / 411 I POWDER RM I r PLUMBING RISER DIAGRAM KITCHEN I 1-1/z"I I I 1/2° — GAS RISER DIAGRAM WETBAR 1-1/2" 1-1/2" 1 1 1-1/2" 4 A11 I / � TILE DETAILS D/W D/W SINK I SINK I TOILET i LAV I WASHING MACH. LAUNDRY �i I TOILET i LAV I / / I 1 LAUNDRE I WET BAR TOILET r I WASHING MACNI I FRESH I I MATE I LAY II-I/2" 1 1 VA I S NK VALVE 1 I SHOWER FIRST FL :I AIR I I DRAIN I 1 STALL 1 I DRAIN VENT _ -� 2" I 1-1/2" FLOOR DRAIN 11717 DRAIN I 1-i/2" I I FLOOR I-1/2" GRADE \� 1- 411 211 - Mo fA4 2-1/211 411 411 0 EJECTOR 411 4" PUMP I 4 1 HOUSE CO TRAP A 11 '. �. �. �..■ '■ TO -- — SEPTI( --a-- CRAWL SPACE OR .�� % " ►`' µ'SYSTE MCP RM FLooR '' ' ' DRAIN CELLAR FL ! I PUMP TO GRADE " - d• F .. Ham' it -" PROJECT NO: o�aRa y�, 202 �4f �s9 fry SCALE: PLUMBING CONTRACTOR TO INSTALL (o FROST FREE NOTE: x R VISION No: HOUSE 51555 AS SHOWN ON A-102 AND A-205 9 JUN 5, 2023 . SHUT-OFF VALVES IN MECH ROOM. MECHANICAL CONTRACTOR TO DETERMINE DESIGN AND SIZE T a 4 4g56 G4- UE DATE: OF HVAC SYSTEM TO ADEQUATELY CONDITION HOME. PLUMBING CONTRACTOR TO INCLUDE A WJ 4OLE HOUSE PROVIDE 5 ZONES MIN, OF AC. PROVIDE DESCRIPTION OF SEA : CT. 14, 2022 RADIANT HEAT TO BE INSTALLED: WATER FILTRATION 5Y5TEM PROPOSED SYSTEM WITH BID. IDMPING TILE: MASTER BATH AND MUD ROOM WATER O RISER F'101 PLUMBING CONTRACTOR TO DETERMINE SIZE CONTRACTOR TO SUBMIT COPIES OF HIS INDIVIDUAL ROOM OF NEW WATER SERYICE DRAWING N0: CALCULATIONS FOR AIR CONDITIONING AND HEATING LOADS GENERAL CONTRACTOR TO INSTALL NEW S ZONE MIN. LAIUN IRRIGATION SYSTEM