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Home My WebLink About48639-Z �o�1c,01FUL�cpG Town of Southold 12/13/2023 y�4' P.O.Box 1179 53095 Main Rd �,,,;4' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44822 Date: 12/13/2023 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 9202 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 73.-2-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2022 pursuant to which Building Permit No. 48639 dated 12/21/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory pool house with half bath as applied for per ZBA#7648, dated 7/21/2022. The certificate is issued to K2J4E6 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-2102 12/12/2023 ELECTRICAL CERTIFICATE NO. 48639 7/24/2023 PLUMBERS CERTIFICATION DATED 7/24/2023 BradKiecuch Auto 'zed Signa e J .snFF c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 40 oy • � Jti, 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#: 48639 Date: 12/21/2022 Permission is hereby granted to: K2J4E6 LLC 4306 Churchill Downs Dr Austin, TX 78746 To: Remove existing shed and construct new accessory pool house at existing single family dwelling as applied for, with Trustees #10240, ZBA#7648, and DEC letter of no jurisdication. *AMEND: to include half bath within pool house, with SCHD approval. At premises located at: 9202 Bridge Ln SCTM # 473889 Sec/Block/Lot# 73.-2-3.1 Pursuant to application dated 10/27/2022 and approved by the Building Inspector. To expire on 6/21/2024. Fees: ACCESSORY $240.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $134.80 Total: $424.80 Building Inspector �O�guFFQ( TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 48639 Date: 12/21/2022 Permission is hereby granted to: K2J4E6 LLC 4306 Churchill Downs Dr Austin, TX 78746 To: Remove existing shed and construct new accessory pool house at existing single family dwelling as applied for, with Trustees #10240, ZBA#7648, and DEC letter of no jurisdication. *No plumbing located within pool house. At premises located at: 9202 Bridge Ln SCTM #473889 Sec/Block/Lot# 73.-2-3.1 Pursuant to application dated 10/27/2022 and approved by the Building Inspector. To expire on 6/21/2024. Fees: ACCESSORY $240.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $134.80 Total: $424.80 Building Inspector SO!/T�ol ' 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 olyComm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: K2J4E6 LLC Address: 9202 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 48639 section: 73 Block: 2 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 ' Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights 6' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Ice Maker, Mini Fridge, LED Mirror Notes: Pool House Inspector Signature: Date: July 24, 2023 S. Devlin-Cert Electrical Compliance Form i se ToWn Hall Annex � � Telephone(631)76. 54375 Main R02d Fag(631)765-9 P 0.Box.1179 G SouLhoi NY 11971-CM BUILDING DEPARTMENT `-' J U L 2 6 2023 BURMING DEP - CERTIFICATION Date: �1 -3 BuHdmg Pmit No. I`' Owner (Plem ) P meam I cry that the solder used by the water supply system contas fees€ilea 2/10 of 1% Mea(L o� hm* m Sigaahue) Swom to bed sae this a,�v�• clay of Tf�` 20 0_7, C� SUSAN A.RtZZC York 10-0 No.DiR1,6e83459 01jamed:n SaGtd CounNy � � Gom?rtssic�r►c;.p:r iraYcti r,2 Now Paablac, County I _u-DEPT. �CTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: D t hd 167� y o Ok- I,auon u l jUlnDATE INSPECTOR lqag so # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmNF'' 631-765-1802 INSPEC. [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Bohn q4 - I�aeLc7 I/ n I/V �Vb��1�` 'h.. DATE ?COL INSPECTOR _- Of so ,. -- # TOWN OF SOUTHOLD BUILDING DiiQ. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]�CODE VIOLATION [ : ] PRE C/O [ ] RENTAL REMARKS: sig"- DATE INSPECTOR ` I - _ OF SO(/1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) [ ] CODE VIOLATION &CUMI,"Cfvl PRE C/O [ ] RENTAL REMARKS: 20 10�. gt2— DATE 5 `�- 07� INSPECTOR ov souryo6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 L051 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ Vf"FINAL POV1174U Se- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ri D c� r v9m -ek -jr(z,v s s c o P d t le aa+e, 6etzA 4 Go-k. -,1 0 P-A bt vt5 so Wiz K, c, meA4"- - - (;K04e,4s, a iwf" . qievikc Toss ol� Az- do . DATE 1 NSPECTOR �pF so L # # TOWN OF SOUTHOLD BUILDING DE ; T. �ycourm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION �—� [ ], PRE C/O [ ] RENTAL REMARKS: DATE 7 L INSPECTOR I� _ s r _ F.. let- rY , 4 __`mmmFw!-_�- Anil mw Mons ~ / millill Bill anew iiilllllll Avg Il i —millillow _ 111,1111111111 son All UM ;��NGVW�NI� 1 • ' A � • fl F l 1�l� ►A'.�{Y «'N►l � ..��V �.. t V • �� ,�'�K�L�w tr_It�ys�?R SCE ,� � � .,. 7 L � ,�.5.� '- ,.�q,' '��• , r fQ. `•'�i�i ,!�••T. +"`'--�� r' .'.. � 'I }��SIB-�' 'f'b5,7� �1{f 'n4�"' `•iat' .. � � T.f� ... t;. � ♦ �,�� tiF.ii ! . VGr * . �! MMA ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) Sv�v lr�ot - � -----------1-----�/----- n 1 * g C FOUNDATION (2ND) n z � ROUGH FRAMING& PLUMBING H w INSULATION PER N. Y. STATE ENERGY CODE .-.• 7.1g:23 1wria 2dFf Sury �2u5� Go�C. �leC�iG f2�- I UNi h e�2s S o Id e.+r. c L S l Sh u4*r FINAL r' ADDITIONAL COM ENTS , O •a3 ��.�.a( i ►n�l��e i n oo h OU5e w S�1-ih o c G -c, c 0�301 Fo0n yvir o xt d � � a (✓iY:V. �r soFfotK�o�, TOWN OF SOUTHOLD—BUILDING DEPARTMENT �, =s Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.,gov oy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only _ PERMIT NO. Building Inspector: Applications and forms must'be:filled.out.in th�eir,entirety.Incomplete. oc applications1w.I .not be accepted Where the Applicant.is hot the.owner;an Owner''s Authorization form(Page 2)'shall be completed. �,�;r�;�OF ;,U"i :�L►D Date: October 20, 2022 .:OWNER(S)OF PROPERTY:, Name: Patrick Severson & Diane Severson PC7M# 1000-73-2-3.1 Project Address:9202 Bridge Lane, Cutchogue, NY 11935 Phone#:914-656-0852 Email:diseverson@yahoo.com. Mailing Address:4306 Churchill Downs Drive, Austin, TX 78746 CONTACT PERSON: Name: Ural Talgat, Architect Mailing Address:436 7th Street Greenport, NY 11944 Phone#:631-477-8963 Email:ural5,,9@hotmail.com DESIGN PROFESSIONAL INFORMATION: . Name: Ural Talgat, Architect Mailing Address:436 7th Street, Greenport, NY 1. 1944 Phone#:631-477-8963 Email:ura159@hotmail.com CONTRACTOR INFORMATION:. .':.:, Name: Mailing Address: Phone#: Email: _DESCRIPTION'OF PROPOSED CONSTROtTION'. ONew Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $150,000.00 Will the lot be re-graded? ❑Yes ®No Will.excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION.- Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8'Check Box After Reading:The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the,Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or„Regulations;for the construction:of buildings, additions,alterations or for removal or demolition as herein described.-,The,applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulation's and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a.Class A misdemeanor pursuant to Section 210.45 of the.New York State Penal Law. Application Submitted By(print name): Ural Talgat RAuthorized Agent Downer Signature of Applicant: Date: `�r 2 O —2402Z STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ural Talgat 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 _day of D��2i �2 , 2022 Notary Public LAUREN M.MCKISSICK Notary Public,State of New Yo k No.OIMC6342308 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County (Where the applicant is not the'owner) Commission Expires May 23.20 4 Diane Severson & Patrick Severson residing at 4306 Churchill Drive, AUStin,TX I, 78746 - do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold B 'Iding Department for approval as described herein. �a as O ner's Signatu i4e tate Print wner's Name 2 �g�FFOtK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Te ephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATI FOR B V \Office BUILDING PERMIT 9 A� se Only D DEC 2 2021 a PERMIT NO. ing Inspector: i 2 Applications and forms must be filled out in eir entirety. Incomplete BOIL F S' UTHO pp Y p TOWN 01=SOU-i;-{Oi_fl _applications will not be accepted.-_Where the _ -plicant_is,not the_owner,an__--- Owner's Authorization form(Page 2)shall be co pleted. Date: December .n;1,er6 a,2n n 021 n.-.cg• s•n OWNER(S)OF'PRdPERTY: Name: PatriekSeverson=&:b,iant Severso SCTM# 1000-73-2-3.1 Project Address:9202 Bridge Lane,Cutchogu NY 11935 Phone#:914-656-0852 Email:diseverson @ _ahoo.com Mailing Address:4306 Churchill Downs Drive, Aukn, TX 78746 CONTACT PERSON: Name Ural Talgat,.Architect_ Mailing Address:436 7th Street, Greenport, NY 11944 Phone#:631-477-8963 Email: al59@hotmaii.com DESIGN PROFESSIONAL INFORMATION: Name: _ _. Ural Talgat,_Architect Mailing Address:_436 7th Street Greenport,__NY.11344 -- Phone#:631-477-8963 Email:ural59 @ tmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost f Project: ❑Other $150,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? � es ®No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes M No IF YES, PROVIDE A COPY. M Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Bull* ne Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,forthd p �� additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicab �a N"i yd c s,.bu housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State.Penal Law. Application Submitted By(print name): U ral Talgat BAuthorized Agent Downer Signature of Applicant: Date: �© 07 01 Z -- - —---- - - - ---- -- - ----- - _... - - --- - / r"� - LAUREN M.MCKISSICK STATE OF NEW YORK) Notary Public,state of New York No.01 MC6342308 SS: Qualified In Suffolk County COUNTY OF Suffolk ) Commission Expires May 23,2024 Ural Talgat being duly sworn, deposes and says that(s)he is the applicant (Name of-individual signing contract)above named, (S)he'isthe 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 Z Z. day of C�. ,20 21 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Diane Severson & Patrick Severson residing at 4306 Churchill Drive, Austin,TX 78746 do hereby authorize Ural Talgat to apply on my b 11fo the Town of Sou Id B ilding Department for approval as described herein. Owner's Sign. ure LT V DAtP JL Print Ow is Na e 2 -�Xl im 40 1 BOARD OF SOUTHOLD TOWN TRUSTEES a . SOUTHOLD, NEW YORK PERMIT NO. 10240 DATE: OCTOBER 19,2022 ISSUED TO: K2J4E6,LLC c/o PATRICK SEVERSON&DIANE SEVERSON PROPERTY ADDRESS: 9202 BRIDGE LANE, CUTCHOGUE J SCTM# 1000-73-2-3.1 AUTHORIZATION M Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in V accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19, 2022, and Wif in consideration of application fee in the sum of$250.00 paid by K2J4E6, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a proposed 350sq.ft. pool house; remove existing 116sq.ft.shed which is not to be replaced; and install an additional 350sq.ft. of proposed on-grade paving patio onto existing pool patio; with the condition of a one to one native tree replacement; and as depicted on the site plan prepared by Ural Talgat, last dated August 23,2022,and stamped fl, approved on October 19,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. Al 1 0 T5, OCT 3 12022 Glenn Goldsmith,President �Q�SQ(/�� Town Hall Annex A.Nicholas Krupski,Vice President ,`�� ®�® 54375 Route P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2066C Date:August 20,2023 THIS CERTIFIES that the construction of a proposed 350sq.ft.pool house;remove existing 116sq.ft.. shed which is not to be replaced;and install an additional 350sq.ft.of proposed on-grade paving patio onto existing pool patio;with the condition of a one to one native tree replacement: At 9202 Bridge Lane,Cutchogue Suffolk County Tax Map#1000-73-2-3.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 16,2022 pursuant to which Trustees Wetland Permit#10240 Dated October 19,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a proposed 350sg.ft.pool house,remove existing 116sq.ft.shed which is not to be replaced;and install an additional 350sq.ft.of proposed on-grade paving patio onto existing pool patio;with the condition of a one to one native tree replacement. The certificate is issued to K2J4E6,LLC c/o Patrick Severson&Diane Severson owner of the afor id roperty. m Authorized Signature D EC EIVE AUG '2 3 2023 Building Departmgnt Town of Southold v NEW YORK STATE DEPARUscENT OF ENVIRONMENTAL CONSk..JAT1ON iDimton of Envtronmontat po mtt%Regton i suNY @ stony Brook.so ciride Read,Stony Brook.W 11700 Pt t631)444-0366{F:(631)444-0360 �vwvtdeo.nygav LETTER OF NO JUMSDICTION TIDAL WETLANDS ACT March 9,2017 Mr.Patrick Severson 4306 Churchill Downs Drive Austin,Texas 78746 Re: Application#1-4738-00545/00008 9202 Bridge Lane,Catchogue SCTM#1000-73 2-3.1 Dear Mr. Severson: Based on the information you submitted,the Department of Environmental Conservation bas determined that the portion of the property as shown on the survey by Nathan Taft Corwin M, last revised 09/2712016 which is located landward of"Top of Bluff"is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required for work-landward of that boundary. Be advised,no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(Le.a 15'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any nece sary ermits or approvals from other agencies or local municipalities. Sin ely,. Ackerman eputy Permit Administrator cc:TW Samuels&Steelman Ell! BQ[?Qtifl1�11P�� ` 6,v t mAeonrit@ntnt tnn�oevattan FORM NO. 3 TOWN OF SOUTHOLD' BUILDING DEPARTMENT SOUTHOLD,N.Y. ' NOTICE OF DISAPPROVAL DATE: January 13, 2022 TO: Ural Talgat(Severson) 436 71h Street Greenport,NY 11944 Please take notice that your application dated December 16, 2021: For permit to: Construct a new Accessory Pool House at Location of property: 9202 Bridge Lane, Cutchogue,NY County Tax Map No. 1000—Section 73 Block 2 Lot 3_1 Is returned herewith and disapproved on the following grounds: The proposed pool house construction, on this nonconforming 59, 977.49 sq. ft. parcel in the Residential R-80 District, is not permitted pursuant to Article XXII Section 280- 116A(1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the proposed accessory buildingto o be located at 86'-1" from top of bluff. Furthermore,the accessory construction is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements (50 feet) as set forth by this Code and the side yard setback requirements for accessory buildings". The site plan shows the accessory structure to be located at 15'-1"from the secondary front bound i line. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ` � �P, 53095 Main Road P.O.Box 1179 r,m Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Coullm , Southold, NY 11971 .� RECEIVE® http://southoldtownny.gov BOARD OF APPEALS � 4 ZONING IU\JJUL2 j 2022 TOWN OF SOUTHOLD J U L 2 7-, 2022 J� Tell.(631) 765-1809 •Fax (631) 765-9064 s EP'L' oU ®1 o �Ier (3-F Sol) FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DULY 21, 2022 ZBA FILE: #7648 NAME OF APPLICANT: Patrick and Diane Severson PROPERTY LOCATION: 9202 Bridge Lane(Adj. to Long Island Sound) Cutchogue,NY SCTM#1000-73-2-3.l SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 28, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 6, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards; and therefore, is CONSISTENT with the LWRP. The coordinator commented that 86.1 feet from the pool house to the tip of the bluff could be improved,however,the bluff appears to be vegetated and stable. PROPERTY FACTS/DESCRIPTION: The subject property is a 59,977 square foot nonconforming parcel located,in the Residential R-80 Zoning District. The northerly property line measures 199.50 feet and is adjacent to Long Island Sound, the easterly property line measures 334.16 feet, the southerly property line measures 196.79 feet and is adjacent to a 20-foot Right of Way, and the westerly property line measures 331.85 feet and is adjacent to a 25-foot wide Right of Way. The property is accessed by a 16-foot Right of Way off of Bridge Lane. The parcel is improved with a two-story dwelling with an underground two car garage. There are wood decks to the rear of the dwelling along with a large slate patio and an inground swimming pool on the southwest side of the dwelling with a large 14 ft. by 8.1 ft. wooden shed at the west side of the property as shown on survey map prepared by Nathan Taft Corwin III, LS, and last revised January 17,2019. Page 2,July 21,2022 #7648, Severson SCTM No. 1000-73-2-3.1 BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article XXII, Section 280-116A; and the Building Inspector's. January 13, 2022 Notice of Disapproval based on an application. For a permit to construct a new Accessory Pool House;at; 1) located less than the code required 100 feet from the top of the bluff; 2) located less than the code required minimum front yard setback of 50 feet; located at 9202 Bridge Lane, (Adj. to Long Island Sound), Cutchogue, NY. SCTM#1000-73-2-3.1. RELIEF REQUESTED: The applicant requests variances to construct a new Accessory Pool House to be located 86 feet, 1 inch from the top of the bluff, where the Town Code permits improvements located no less than 100 feet from the top of the bluff. Furthermore, the proposed accessory structure will be located 15 feet, 1 inch from the secondary front yard property line where the Town Code requires a minimum of 50 feet front yard setback ADDITIONAL INFORMATION: In August of 2017, ZBA # 7062, approval was given to legalize an "as built shed", which will be removed to make room for the proposed pool house in that same location.. This property is deemed to be a corner lot based on two Rights of Way, that are considered as two front yards. The site plan drawings by Ural Talgat, Architect and dated December 15, 2021 show the plans for the removal of the existing approved shed with plans for the Pool House including a half bath, sink and small under the counter refrigerator. Pool Houses are not uncommon in Southold Town and not uncommon in this community. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed setback variances for the accessory stricture have already received prior- ZBA approval as a shed currently exists in the proposed location. The Rights of Way that create non-conforming front yard setbacks on a "corner lot" are private and with little to no traffic. The proposed accessory structure will be located adjacent to the 25-foot Right of Way which is unused as a roadway or driveway. It is occasionally used as an access path to the bluff and beach. This Right of Way is undeveloped and overgrown with scrub vegetation and the proposed pool house will have no visual impact on the Right of Way or adjacent properties. Many of the residences in this waterfront community have pool houses so the proposed pool house is in character with he existing neighborhood. 2. Town Law M7-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. It would be difficult if not impossible to find another location on the property for the proposed pool house that would be conforming to the code because of the siting of the existing house at 42 feet from the top of the bluff, and the location of the as built swimming pool, half of which is located within the 10 foot required bluff setback. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 13.99%relief from the code for the 100 feet from the bluff and 69.98%for the secondary front yard setback. However, ZBA relief was previously granted, 47062 on August 3, 2017, for the existing shed with a 12.5- foot setback from the Right of Way where the proposed pool house will have a 15.1-foot setback, and approximately half of the structure will be more than the required 100-foot minimum bluff setback 4 Page 3, July 21, 2022 #7648, Severson SCTM No. 1000-73-2-3.1 4. Town Law§267-b(3)(b)(4).No evidence has been submitted to suggest that variances in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Stonn Water Management Code 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law§267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory structure pool house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for,and shown on the Site Plan and Architectural Plans prepared by Ural Talgat, Architect and dated December 15, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed pool house shall not have a working kitchen and not be used as living quarters. 2. The half bath shall not be expanded to include a shower. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the,right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has Page 4, July 21,2022 #7648, Severson SCTM No. 1000-73-2-3.1 not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) Leslie Kanes Weisman, Chairperson , Approved for filing /7 /2- - � opt M iL'n Irl 1i Cuar, BUILDING DEPARTMENT Electh 1'nspect®r - I TOWN OF SOUTHOLD APR 2023 h . . AQ Town Hall Annex- 54375 Main Road -'PO �9x-,l�1 79 Southol"ewYorkll971-0959,VvNoFso�i-FH,�i--Li Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.,qov- seandCd-southoldtownny.go APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: A A-n W I i m EAST 6 (,K V I Electrician's Name: Kcir+- License No.: L:; - 3 Y09 I Elec. email: &f/r7(/Meast -VJt1r0 COAI Elec. Phone No: &31- 7&,T-9Jg.V [:44 request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 5 ek/e/e soi Address: &C i0Cr !-A,/ . (-tITC&06(4� Cross Street: Phone No.: ?1- S Bldg.Permit#: 4 9 email: hufl-1 t9-"4 �. Ck4wwto Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF W9RK, INCLUDE SQUAftEZCX�TAGE (Please Print Clearly): Poo ;- PV,1-5e-vCC $90 Square Footage: J Circle All That Apply: Is job ready for inspection?: EJ YES N/I NOE]Rough In E] Final Do you need a Temp Certificate?: El YES 0 NO Issued On Temp Information: (All information required) Service Sized Ph 73 Ph Size: A # Meters Old Meter# [:]New service[-]Fire Reconnect[]Flood Reconnect[]Service Reconnect Munderground[]Overhead #Underground Laterals 0 1 F12 r'� H Frame M Pole Work done on Service? _[3Y [-]N Additional Information: PAYMENT DUE WITH APPLICATION �� l C4� I VD 6 Uc i�7�c llieGan �<� c7' lot 11 s �w�� CoMF�� LOT COVERAGE TABLE s S I TE: ARrA TOTAL: 5cf,cf-7-7 5f � �99' rOOU STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE �/ gyp., RESIDENCE: 1,885 sf 5.14% 1,555 sf 5.14% E�Vol' F COVERED TERRACE/ DECKS: 363 sf 0.61% 363 sf 0.61% �P� EXT. RASED DE0K5/5TA1R5: 346 sf 0.55% 346 sf 0.58% G �°� oj� '`'� / EXT. ON GRADE TERRACE/DECKS: 1,861 sf 3.10% 2,2g3 sf 3.52% SWIMMING POOL: 1I5 sf 1.20% -715 sf 1.20% EXI5TIN6 SHED TO BE REMOVED 116 sf 0.Ir-1% O 0 PROPOSED POOL HOUSE: O 0 350 sf 0.55% TOTAL: 5,251 sf 8.82% 5,cI55 sf e A: N rOg 1 w�` �o FRDM S SCPL�D � � AZpRD 1P Ep 5 A�F 49 so $o N D t ,OS\DN NAZp,R SN�E COPst P ERO 5aN5�g,83 gyp, eoN o�ot No. p XI5TING RESIDENCE A ` TO REMAIN Pl N_ 1,885 sf 4, � o% Q9 1 TN_: LOC At TION 00000� o��'o� y��E1 , � 2 R �`G��I >FIO , 1- IXIsnNG PAno PROJECT SITE N/%, o�, MALENAN MANOUCHEHR EXISMG INGROUND POOL y`� , �`s°N�� EXISTING FRAME SHED y<?: " ;-;:` . wop0 IXISnNG TO $E REMOVED � BLUESrONE DRIVEWAY / <•9�F OQ�� 116 sf \��`' nh o 96 � z SITE U Tm SCTM # 1000-73-2-3.1 N / of WAY RIGgT PROPERTY: 9202 Bridge Ln 4 `AI WIDE / ADDRESS Cutchogue New York 11935 PROP05ED NEW ACCESSORY STRUCTURE $9 V� 20 "POOL 350 sf � �0,20° 10 OWNER: Patrick M 4306 Churchill DownDiaD�e S Severson •�s, 5 Austin, TX 78746-1109 f / Nip/RTIE5, Lp SITE: 59,977.49 sq. ft. = 1.377 Acres o OpE ZONING: R-80 o / LOT COVERAGE: Existing 8.82 % Proposed 9.92 % 20% Max. Allowable SURVEYOR: Nathan Taft Corwin III N/0/F P.O. Box 16 DONNA L WEXLER ` �� 1586 Main Road 1 Jamesport, New York 11947 SITL "PLA N- Dist-Hr"� R k ' License # 50467 Dated: January 17, 2019 SCALE: 1" = 20'-0" 014 � 06.0 s CUTCHOGUE, NEW YORK DATE: 12 / 15 / 2021 U RAL TALGAT C) ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 ��' BUILDING PERMIT DISAPPROVAL i —POOL HOUSE FLR UND EL 85.2 FT XI5TINIS SEPTIC 5Y5TE V S 5�p�R A=w WATER LINO SO 199.50 �.' 6RApE d b2A FT I",M'INB SEE DETAIL I D / S9 OL.eAt1Wr 4' O LIrE,LlDHi6ROUt✓D AN DIA PIP PIPE•TIP GRADE ELEVATION Pf. NG ISL 1J � 0� ,903 OLEANOVfT bn��ELEVAnON � /. / 1/4/FT' MN 1,0 v . TOP OP POOL,ab4 FT I/8'iFT MIN [DeSTINs E,es';; / / / a IE•i6y' SEPr1O LFAOi11Ws 465' ' I65' a26' IbA' TAKK POOL 'OF POOL 61b4 FT ' E / / ® / �`"�-% � � � / orgy AIL ram¢ BSb• a SEPTIC PROFILE r I.w ma.ener TEST HOLE NO SCALE nI1 (4 a IA PIP oe or I b wer 1ne-wotor Ine BY McDONALD GEOSCIENCE 14,0(4'CIA PIP PI ,rays• - / �/ - / j % // "o moWlole one/ones met ore - )oats when ne of lemt TEST HOLE DATA 318117 ELEV.+74.25 ror th.a 1�orlt� .nr _ GfOO 1.0 FT. DARK BROWN LOAM OL Pry a te.ma to o,ov'e .,ss3' I '.Ime Q prlor�to 3.0 FT. BROWN SILT ML o, eewm PRaP,vrE rArx �\ XISTING RtSIDENGE SEWER AND WATER w9 18•oFT• BROWNSILTYSAND .SM O RM�I�,`rJTs ALINE CROSSING DETAIL PALE BROWN FINE 28FTJ TO MEDIUM SAND SP Exlen" eE COMMENTS:NO WATER ENCOUNTERED GLEAN OVi FOR A b N RESIDENOe AND 6ARA 000 LOCATION MAP tl/ Q \_ X I t ,8.40 -W GILL..8-11 TANK(sI 1 \\r`// \ y -19 B'DIA 8'HI L (ST)S POOL(LPJ \ � � LEALl11 P�LnON N 8'DIA.B'HIeH \ .,e IsnNs srolaa TER �`. \\ \\`; • �• / DRYWELLS roWW(G \ , snNs NeI4aa3owlu NPEPTHINS-TOP OF Tlie P@LL \ NEW UNDERGROUND •` / _ 4�C,�BED ALLED� PROJECT \ i TERRAOe I TEST N011? ATON TABLE- \\ \ Y BSA. I I ¢Fv.,4ss �` SITE ELECTRIC UTILITY LINE o^t �\ I n r „• - - _ NEW UNDERGROUND POOL I 1 Tyr I / gyp+p WATER LINE " ldyyl 4a8 DRYWELL FOR STORM WATHi � � NEW .�RD3^INB I DW L I � o'Ygt,° F WINOFF FROM POOL f10118e RLYJF vW DETAIL I-31 I i4 40 E%ISTIN6 FRAME / B=� I TC-RRAOE GG� PILI n 100 RADNS Nn pe BJA. xTE tl DUN Nt IN TO BE REMP/m,IIb er 0 _ GE ® RADIUS Wn.rfUw m,n<b.InrwcHid b.th. Iu�.`A J� PARICIN6 ® / fupol4[an9a Wot.dNnitk LMan /\ / I �p TB.T AREA / S.Pool E - alll0t4.ft .,4a"'"'° SITE DATA .dnnw ee.a.dWam°InaP.manpF ewsnNs DUIPMENi \' ��j�C air Dw // / N/oPs�tte � . WA / x a 4 ie+r"1� SCTM o 1000-71z-3.1 ot vW PROPERTY: 92028ddge Ln PROPOSED NEW AGGE55ORY / ADDRESS Cutcaogue Newyork 11935 t I 2d OWNER: Patrick M Seerso vn,Diane S Severson STRUCTURE "POOL HOU5r=" 550 sf �� \ e / 4306 CBumldn Dome or Austin,TX 78746-1109 1D" / FA,UNDERGROUND 4"DIA DIP SITE: 69,977.49 sq.R-1.377 Aeres PIPE;SEPTIC,LINE FROM POOL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HOUSE TO EXISTING SEPTIC TANK ZONING: R�0 PERMIT FOR APPROVAL OF CONSTRUCTION FORA EXISTING WELL. / - LOT COVERAGE: Existing 8.82% \ + Sn UlOJ9i6ROerD ELEGTRIG AND CAW LINE / P,.PBSed 71.03 y. Pool House •}, . 20%Max-Allowable SURVEYOR: Nathan Tall COlvan III P.O.Be."" GONNA!�/ISXLBft \ P.O. In Road DATE 22723 H-IS.f2EF.No. R-22-2102" ftnw.,,�., "� "n SITE PL�►N APPR port anusry New Yark„9.7 ad ted:J 7 TOTAL MAXIMUM BEDROOMS BEDROOMS 0 ELEVATION 17,2019 ED \ Da S ARE REFERENCED TO EXPIRES THREE YEARS FROM DATE OF APPROVAL — / NA.V.D.1988 DATUM _ o f APPROVED IN ACCORDANCE WITH BOARD OF �� REVIEW DETERMINATION DATED 2/24/23 �r+J�J}IlI IL1_) Ii{ q SEVERSON RESIDENCE MAY 0 5 2923 a ;1 rfi� 6 A CUTCHOGUE, NEW YORK 11 1 DATE:811912022 � REVISED DATE:11912023 -=�- �qd 9 �$ URAL TALGAT 8WLl INb DEFT 404 dC \ ARCHITECT i I UUB�OFSOUTHOLI7 00� 436 7u STREET SCDHS SUBMISSION GREENP OR,E 63RK 11944 o� �`' REF#R10-17-0184 FOOL HOUSE FLR EL 55.2 FT XISTI N� SEFTIG S`r'ST V GRADE EL 82.8 FT EWER AND WATER LINE ® V 109 5� �V° .5 GR EPTIG LINE: UUNDERGROUND GLEANOUT �' 4" DIA DIP PIPE, TYP GRADE ELEVATION ±77.5 FT. \Ir®'' +7 103' GLEANOUT GRADE ELEVATION PpPP��t�N\GN wP 6 +78 ur�� - > 1/4"/FT MIN O� G �' t3 TOP OF POOL 75.64 FT 1/5"/FT MIN 11� IE. +81.8 IE. +77.7' ! +77.4' +76.33 EXISTING 5 SEPTIC EXISTING 7. 48.3' ` 1 16.5' 52.6' 16.5' TANK LEPOOLG BOT OF POOL 67.64 FT WATER LINE 85.6' 0- A5ww"' I U VKOFILE 1555 N.T.S. ater line and sewer line crossing intersectlon T Eb"T H L E ool� 5/ ,..- -�� /' 6� Grade NO SCALE ' /' ��13 Sewer line (4" DIA DIP PIPE +78.03' BY McDONALD GEOSCIENCE 115� shall be constructed of I O ewer line- water line TEST HOLE DATA 3/8/17 ELEV. + 74.25 Is materials and joints that are - -joints shall be at least �5 a vivalent to water main �'► --'� - ''� -'� � �� o � � � � � /'� q, ten feet from the point of p 1.0 FT. DARK BROWN LOAM OL standards of construction crossing 25 for the entire length of the +77.7 r sewer line and shall be I - // pressure tested to assure +75.53 ester line 0 �. ,/ O /, / �j ,/ c��RO FRAM water-tightness prior to 3.0 FT. BROWN SILT ML 35 / /� / /�� ass backfilling cv v\4 Mao 49 - ' ------ p2P � PREP 5 OF EXISTING UNI7 "R6ROUND +75.37 A,3 a�- RR4 aNS� ?a PROPANE TANK \ °as X I ST I NO Rt&I I�ENG 18.o FT. BROWN SILTY SAND sM _>9 SEWER AND WATER 5355'-'/i �% -'� P �� +7Q.a TO R M�,IAF I L PALE BROWN'� 8 MALEK4N' MANO UCHEHR ® FINE 51 � 1,, Residence, (tv.T.S.) 28 FT. TO MEDIUMSAND SP 0.5 DECK - Private Well \ 5 \ „L,. COMMENTS: NO WATER ENCOUNTERED 66 r EGK -` OLEA�NOUT X 1ST I NCB FT I G 5YSTE FOR A 6 R BEDO RESIDENCE AND GARAGE E't 15 / BASENiT 1�1g / ELEV +78 5 78.4 DW - 1500 GAL SEPTI TANK (ST) " CAT 1014 MAP XISTING r - (2) 8' DIA x 8' HIG LEACHING POOL (LP) 8 8'�+ ` ` 2 STORY ,FRAME. HOUSE - FUTURE LOCATION F R (1) 8' DIA x V HIGH e \e GARAGE UNDER LEACHING POOL (EXP - {R5 tLR EXISTING STORM TER \ \\ / DRYWE 5 DW G \ \ \ \ ELEV 87 2 LL ( ) ( ) TYP \'` :\ F XISTING NEIGHBORING WELL WELL DEPTH - TOP OF THE WELL r ' SCREEN INSTALLED MORE THAN D 40 FEET BELOW THE WATER �\ \\ .\:\� \\' PROJECT .., ✓� / TERRACE ` TEST HOLE LO ATION TABLE., \ \.; \ SITE NEA UNDERGROUND / 82.8+ I ` GLE ELEV +74.25 \ \ ELECTRIC UTILITY �� ,$� t Q T 77.5+0 �� , � m�ri � POOL 1 S.o ® w,,, �o �� UND�R.C�ROUNI7 SEWER AND NATER L I NE INE ^,CRO551 NG 5 I LP NEW 4x8 DRYWELL FOR STORM WATER NEW qH RUNOFF FROM POOL HOUSE ROOF MIN ^ , '` ; TERRAG �J DETAIL I-51 ' ''�i 77.5+ 74.25 ,s 82.8+ RROPO TERRACE G P�� O 100 FEET RADIUS NO COS �op� EXISTING FRAME SHED OL t 82.8+ �5 �N�,E LP WELL FOUND WITHIN < To BE REMOVED, 116 sf No VE~rV. J,F �p0 /�� RADIUS 61° / LE °� % t lines .k ct t ° +8'3k /�� / PARKING Suffo!knp t. 1«' I rvis. 8 9. Q + AREA EXP Call 31) 2• 754, 48 hours in �' - ® � � GLEAN tl �m � OUT ''�' 01 S, LPSITE DA I A /"�e� , t ,soh, us i mpr ins). ®aF. / DW �'� � E TIE EXISTING POOL EQUIPMENT 0 ./ N L For, a d SCTM # 1000-73-2-3.1 yes ,'�" TOP RICK PROPERTY: 9202 Bridge Ln FROFOS I�) NEE N C.G SS® �' ( o, w1A �,,,. ADDRESS Cutchogue New York 11935 OWNER: Patrick M Severson, Diane S Severson STRUCTURE "FOOL HOUSE 550 5� 4306 Churchill Downs Dr Austin, TX 78746-1109 "� NSW, UNDERGROUl�ll7 4" L7I A I71 P SITE: 5�9,977.49 sq. ft. = 1.377 Acres GLEAN OUT r Q° o FIFE/ SEPTIC, LINE FROM POOL FFOLK CC)LINTY DEPARTP,,AElI`iir F HEA11TH F`R\/ICES ��o0 1�S HOUSE TO EXI57INO SEPTIC 7ANK ZONING: R-80 �� EXISTING I^I�LL. PE.I '1IT FOR ��PPPO`r��AL CONSTRUCTION FOR A � Cobb A LOT COVERAGE: Existing 8.82 y XISTIN UNDERGROUND ELECTRIC, AND CAN LINE Proposed 11.03 % 20% Max. Allowable Pool House ��OS SURVEYOR: Nathan Taft Corwin Ill N/o/F IVEWA �o� \ P.O. Box 16 DONNA L WEXLER �� 1586 Main Road `,T E 2/27/23 . . RF-r-. No. R-22-2102 Residence, � J ;;� -� Private Well o& amesport, New York 11947 PE RO -D f, ;,� `�;r;:�r, . \ �� License 50467 TOTAL � I '� � PDP00��15 0 - -- SITE PLAN Dated: January 17, 2019 A SCALE: 1" - '-0" ELEVATIONS ARE REFERENCED TO EXPIRES THREE YEARS FROM DATE OF APPROVAL \, /� N.A.V.D. 1988 DATUM APPROVED INACCOF £y IT H „)0AR1.) fly- o REVIEw DETERMit%.,' TIo ,° SATED 2/24/23 SEVERSON' RESIDENCE °ems CUTCHOGUE, NEW YORK DATE: 8 / 19 / 2022 REVISED DATE: 119 / 2023 URALTALGAT O� `�► ARCHITECT 436 7th STREET I GREENPORT, NEW YORK 11944 �� A 8 A (631)477-8963 SURVEY OF: PROPERTY LOCATED AT CUTCHOGUE A� TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-73-2-3.1 L� s �� N 6gg50 AREA = 59.977 SF. = 1.36 ACRES SCALE: 1"=5 0 w°pO A, LAND N/F NOTE: THE EXISTENCE OF RIGHT OF WAYS. `�� 9, EDMUND IAN KIM WETLANDS AND/OR EASEMENTS OF RECORD A SARA ROWGHANI IF ANY. NOT SHOWN ARE NOT GUARANTEED. \ l COASTAL EROSION HAZARD LINE AS SCALED FROM COASTAL EROSION HAZARD AREA MAP FENCE PHOTO No. 58-549-83 SHEET 5 OF 49 1.2'/E KfEGGGy( E N LP � L DECK 7f�S ° / TAC° FENCE 40 U n4Iv7� \ / ® UNITS p j HOUSE sz DETAIL \ � c%7 / 2 STORY J FR. RES. N.T.S. 0 / GRATE / F SLATE A°�Cy GRAVE PATIO v DRIVE. O ��O 9 Ci e• 14,E TS �Cv W/B.B.C. T jJ 2 STORY \y� �Yj FY Q O POOL OO MHC FR. RES. �S �•9 AFti �4v ,�h POOL yo,/S< GRATE CONC. LAND N/F \EQUIP c 2� F �� ^eo 0 �: ® MON. ti v LAURA KENNEDY 8 1 E� �, Z0�00 THOMAS KENNEDY \ —Z,�AN Ftic� S 096 gj N 44'48'40"E --------- 9.00' \ STAKE PL LATH SURVEYED BY: LAND N/F PAUL BARYLSKI LAND SURVEYING \ ti N & L PROPERTIES L P PATCHOGUE NY 11772 PHONE 631-294-69B5 \ '0s 77, FAX 631-627-3186 q\ Ssp°4- OF NE PAULBARYLSKIaYAH00.COM ��, �P P��BA J- s MARCH 30. 2023 GIORLOWAONMOL �, g �. Id30�l1v1(171(1P — � � —� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. v COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CCC�� k E 0 � �O GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO � THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. <A N D GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 0 �� 5407-1 1l SURVEY OF: PROPERTY LOCATED AT CUTCHOGUE TOWN OF SOUTHOLD 1�D GwE r�TTS F ��ea,^ SUFFOLK COUNTY. NEW YORK T4 � �9m��'o, i cJ�.s..DITV 1ti. S.C.T.M, a 1008-73-2-3.1 L� s� N AREA = 59.977 SF. = 1.38 'ACRES SCALE:'I'=50' �.raAo S ` gy, LAND.N/F NOTE: THE EXISTENCE OF RIGHT OF WAYS. �� 2y EOMUND IAN KIM d WETLANDS AND/OR EASEMENTS OF RECORD a A>6 gOs SARA ROWGHANI IF ANY. NOT SHOWN ARE NOT GUARANTEED. 4r� F COASTAL EROSOV HA2M AM AS SCALED FROM COASTAL 5a-5I9-M S AREA YAP ' FEttCE PHOTO N. 58-349-83 SHEET 5 Of 49 12•/E� TAW. FENCE .�.�EO°jE as car�`°W.`fr� �/ LP aEcx O HOUSE DETAIL \ `s�/. Fa ROES. G IWEL CRW— TE poor' �, tea. ,Qt c� PAno �� so• sT POOL °s. ;?v POOL u, ®GRnTE "ON, / LAND N/F ECuIP `a. w,pw / LAURA KENNEDY 8 air THOMAS KENNEDY N 44'48'40-E 9.00' \ STANE PL SURVEYED BY. \ LAND N/F PAUL BARYLSKI LAND SURVEYING \ y N a L PROPERTIES L P PATCHOGUE NY 11772 suFFOLKcomwUEPARTMENTOFmrm sERVaces 7s, PHONE 631-294-6985 APPROVAL OFCONSTRUCTED WORKS FOR --��-� \,O�S,20� -- FAX 631-627-3186 9\ tee,<y OF NE PAULBARYLSKIaYAHOO.COM MARCH 30. 2023 PaiHuaee `r � eA Lc+� v4, 9-20-2023: ADDED SANITARY Date'2"2M H.S.ReE No, i¢+.wnimotn xLmcauu ai carnmd m TN6 saAEv a n rnA7itat Tina savwBe disposal arai water suPWT Qeiides at din location love Oe.n �\(y� !�• 7A- CO gems Taaa OF ne Ne]I TM STATE G WE LNG loll Inspeetedandlor aia7ad W O,rs Oepmtmoat orotlhar a9enelea and touts COMM S t SAL SSA LN NOT EEM@G ME To B A VALIQ T UE ��g0 AR C TFIC NOT C ro g n SHALL T tL[fit.. to Ge satisfactory FOR TOnTA'L 6•SiUtAl11A1 OF 0. BEOROOYS. THE P ntcs tR HHOR I nraas SUNET M FR0 AROX A CNRim BEHALF ro nE ITTLE P NT G THE MI'VA 6 P3Pa[3:T1,�[N 11 TUICro / nE TI1LE ma+Nrr.I�ERa�ESQ'AL AMC?atO lEtOQG aaTiNlRtMUMM( � �,r °:,n,a^' ��•i LMM I��MKTDlS NM t �ro�� Craig Knepper, P.E.,Chief o 1�0 ,F AL m7nu me OR s tan s ns Office of Wastewater Management �' NO . 5407-1 w: ^. ....... :. . ... ...H....,. ::... ...... Hw . ......... ._... ..... ..:.. : .. .... ..,. ..... .. �.:,... .....:::ray...;. :.yr:.;..,.:::,..,.....:... ... sw .. ..... .,.. .... ........ ....... .. ... .. ..... ..... .. Kra..,. ....v.. .<tt<r+ „w .:,, 'W R^ .•,:..v..:..v:.. ..vm:......::::...........n..,..,......,v: .....m:v. ......::n...........................wv.:v.. ...mw,... .,.„nn...::..v.......,,..:..... .v..:,..... ....nmvv.....„m.... ... .. ..:. .... ., S ..... v.Kx n... .C:x:. .fM1 ......,e. .:............ : xn: .. .. .. f gill SURVEY OF : O: >e� 6 k PROPERTY LCCATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK ff/�y Y '0 � i./ S . C . T . M . 1 00 - 73 - 2 -- 3 . 1 N �`� AREA = 59 , 977 SF . = 1 . 36 ACRES tig SCALE . 1 = 5 (� s. LAND N /F T g. NOTE : THE EXISTENCE OF RIGHT OF WAYS . EDMUND IAN KI WETLANDS AND / OR EASEMENTS OF REC ORD ,6'' 0 SARA ROWGHANI IF ANY , NOT SHOWN ARE NOT GUARANTEED . COASTAL EROSION HAZARD LINE AS SCALED FROM Y COASTAL EROSION HAZARD AREA MAP FENCE PHOTO No. 55--549--83 SHEET 5 OF 49 1 2'/E LP TANK FENCE DECK ! ® O.L. AC ` / UNI I TS r:ae H0U1..0E DETAIL ,� 2 STORY �r / FR. RES. ~� N.T .S . GRAVEL DRIVE. f k b SLATE GRATE PATIO 5®" C0# ST 3 2 STORY I , FR. RES. OL. > 9.5% ' . � LP LP # ky� 46 POOL , , GRATE t" $ ," EQUIP �0 h40N.. �,�•,-'"�.- ` LAND N/F �' LAURA KENNEDY & co THOMAS KENNEDYk ,. N, ri a ° N 4404 '40" E a 9 .® V ' \ > � % n 'kf a •Y > % �et. rr r � > 8 . STAKE PL LATH SURVEYED BY : � z� LAND N/F PAUL BARYLSKI LAND SURVEYING �" m, , ..' -��. ,'� ,��, �: - � � L PROPERTIES L P PATCHOGUE NY 11772 " �, ° �� HEALTIF `. PHONE 631 - 294 - 6985 A q „ L 0 F CrID a E,,: 7 ' , „ FAX 631 - 627 - 3166 ra PAULBAR `( LSKI YAHOO . COM F ,y yy ::..,x y ,` ,t r z a Pool House h s. MARCH 30 , 223 �� ylr ,.:.�. �"�„'.�- fir/ 9- 20-2023: ADDED SANITARY Date 12/12/23 Pi. �, R-22-2102 r - DEC 1 3 2,133 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION T ��% em n/ d' p y� One wad r � ''ply i � "" � � � � a <,l _,,. aft e l �� i 0 in ve been t ' NEW YORK STATE EDUCATION LAW. y � ,� ,6 % ' OF SECTION �2�9 OF THEN , ;" � e ->. lows , LAND SURVEYORS INKED " , w. COPIES OF THIS SURVEY MAP NOT BEARING THE , , y �, ,f OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, �a ¢' "� � ' `y . 4. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO ,. ra . THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO `;"` �' GR�: GOVERNMENTAL AGENCY AND LENDING INSTITUTION �9 THE TITLE COMPANY. � N " � y � /aim � LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. '` y GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL ffi //gyp, " °' �w o, of`'//./�� G � /•i % / i �4�"'i �? r' �� ii INSTITUTIONS OR SUBSEQUENT OWNERS. 1 , 5407 - 1 ^.. . LOT COVERAGE TABLE 5o s SITE AREA TOTAL: 51�,1 77 s f S� STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE Ir0 RESIDENCE: 1,555 sf 5.14% 1,555 sf 5.14% ,, COVERED TERRACE/ DECKS: 565 sf 0.61% 363 sf 0.61% °�° � EXT. RA 15ED DECKS STAIR o / S 346 sf 0.58/ 346 sf 0.58/ EXT. ON GRADE TERRACE/DECKS: 1,561 sf 5.10% 2,2cf 3 sf 3.82% o SWIMMING POOL: '715 sf 1.20% -718 sf 1.20% EXISTING SHED TO BE REMOVED 116 sf O.Icf% O 0 PROPOSED POOL HOUSE: O 0 550 sf 0.58% WpODH� TOTAL: 5,28cf sf 8.82% 5,0155 sf cf.cf2% 36 N ro S�A�'E� f RoM 0 q9 �s�1 �RpS�5 gA 85°SN�� 5 [� m CD ASS AWN°' 58' 0 PHot° X15TIN6 RESIDENCE A N v, TO REMAIN s �� N 1,555 sf � �� O Z p O'OQ9 Q/ 4��QPv o Q� 4!R Ilerrj\q L 0 C Ak T 10 M AP 10' SOG� ss�v s� i�y� T�11 �y 0 \�` 111 `' ��,� EXISTING �` S ° PROJECT N o F SITE / / ��, MALEAAN MA.NO UCHEHR EXISTING ' \ INGROUND POOL gs \ 000 �`. o� o Ro Al EXISTING FRAME SHED a�° EXISTING -y� TO BE REMOVED N BLUES DRIVEWAY 1< g6 g / 116 sf +��`' w 0 ITE U11AT/A 1 a� 0000 / SCTM # 1000-73-2-3.1 N / OF WAY RIGKT PROPERTY: 9202 Bridge Ln , WIDE / ADDRESS Cutchogue New York 11935 PROPOSED NEW ACCESSORY STRUCTURE 20 "POOL 5U E" 3`�� f 7° 16 OWNER: Patrick M Severson,4306 Churchill Downs Dr S Severson Austin, TX 78746-1109 SITE: 59,977.49 sq. ft. = 1.377 Acres o OPE ZONING: R-80 / LOT COVERAGE: Existing 8.82 % Proposed 9.92 % 20% Max. Allowable SURVEYOR: Nathan Taft Corwin III N/0/F �i ` oPo P.O. Box 16 DONNA L WEXLER �� 1586 Main Road oF� Jamesport, New York 11947 License # 50467 I T E P L A Im' Dated: January 17, 2019 SCALE: 1" = 20'-0" Bldg Dept copy from ZBA Final reviewed documents �r_,.-ZBA File.*q Mot FEB 18 2022 014 SO N. R E I D H C °ss CUTCHOGUE, NEW YORK DATE: 12 / 15 / 2021 U RAL TALGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 �� BUILDING PERMIT DISAPPROVAL 15'-o" 10, wide glass sliding doors L I ROOF I OVER POOL HOUSE a HANCG ABOVE I 4x12 i r- r 4'-0" GL GL bathroom � O OUT DOOR fridge SINK under GL 'k 00 � TH LX I a& 0 ELEVAINUO"' I'Mm- im K ELEVATION" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" Fr% ImitiT FLOU" 0 RE% OP L A INE SCALE: 1/4" = V-0" FIRST FLOOR AREA: 350 square feet Finai 0ept COPY from ZBA eV eW d Z F d�pCUR1Mts BA ile *' Date: V RS 0 N R I D rl= CUTCHOGUE, NEW YORK DATE: 12 / 15 / 2021 URAL TALGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 /A6 s Q SURVEY OF PROPERTY LO� SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD o�a�,36 W P W000B10 SUFFOLK COUNTY, NEW YORK N 6g S.C. TAX No. 1000-73-02-3. 1 Wao� SCALE 1 "=20' .NPLK AUGUST 5, 2003 APRIL 4, 2006 ADDED BLUFF TERRACING MAY 18, 2006 REVISED PLANTING DETAIL JUNE 26, 2006 SEPTEMBDR ADDED CROSS 2016 ADDTION CZMO E BLUFF LINE 0 JUNE 12, 2017 UPDATE TOPO. APRIL 2, 2018 FOUNDATION LOCATION -vEO FROM JANUARY 17, 2019 FINAL SURVEY o PS SCA NAZp,R�PREj 5 Ppf A9 �A� t\tOOS\oN �9?a3 SHE: AREA = 59,977 sq. ft. �Q,, `As oti cOP�ALNoR 5$ 5 (TO TIE LINE) 1.377 ac. PNO1 0 CERTIFIED TO: WILLIAM R. HOWELL MARGARET S. HOWELL sus �v�� E ' / `• �°� o �O� 00 SEPTIC SYSTEM & WELL TIE MEASUREMENTS 0 HOUSE HOUSE HOUSE HOUSE �J, CORNER at A�'cp A CORNER B CORNER C CORNER D� ❑ ❑ ❑ ❑ �'P �o�o coe Ss� w 8Qy GE 0 oy �� ° SEPTIC TANK / COVER 55.5' 66.5' 0 LEACHING POOL COVER 1 60' 59.5' LEACHING POOL 74.5' 71' ��k� / ��' °y� 'a. P�?� ,�, •:�.•:..�0� COVER 2 LEACHING POOL 80.5' 89.7' h COVER 2 SAS 2?•h. G�O�G� sue• 0�G`�� ' .d ^ ' v ` ' ' S"Y �gR• ry^ �S OQ O p v e v i.. 0 f� cA G'::::.. Y�Z A�• �y �isy� \ ^ ;. OOQ4 s e �E G O0 p.•A' NGROUNO POOL \ �� O� , Ell r o �� y�OcF 0 F��s h/ / t\rc YIPV \o� ^ °v o :, • ®^\ :..:.�0/y S/y'M� \ WOOD v' 'v e " p�2F� .''. :v•'v 1\ ��Q G y F° � y� /.G v •. ,, �� opt yy � / STONE0. / BARBECUE G�i•� ? ?. d'. . v•s •. v �� ^ • IN,0` OF .. � � 0 sv .v OV \ s.• i o .. • WAY Y, OF ` •. �y�• `� :: ��''>•.• :. � $ RIG � �� • d v / .•v . . HEDGE / S .. ^ < P ��O caNG MoN. f O, p ✓ / 4L PROPS s. ' /\ s 0 �YS s v •s o• PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED s e\ FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ^ O s \ 'ram vs • e' P°c v 'O� s anti q `rdd,, o G N.Y.S. Lic. No. 50467 � ti do (� •• Aso TO THIS SURVEY ALTERATION OR ADDITIONat h an Taft Corwin ON OF SECTION 7209 OFS THE VN WTIY YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE O TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSMUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1 727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS OAND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. JamesporL, New York 11947 Jamesport, New York 11947 25-429V Generated by REScheck-Web Software Compliance Certificate Project Severson Pool House Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 350 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9202 Bridge Lane Diane&Patrick Severson Ural Talgat Cutchogue,NY 11935 K2J4E6, LLC 436 7 th street 4306 Churchill Downs Dr Greenport, NY 11944 Austin,Texas 78746-1109 6314778963 ural59@hotmail.com • • • UA trade-off Compliance: 19.7%Better Than Code Maximum UA: 117 Your UA: 94 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off'rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling:Cathedral Ceiling 350 7.0 30.0 0.026 0.026 9 9 Wall north elevation:Wood Frame,16"o.c. 184 19.0 7.0 0.041 0.060 6 9 Window 1:Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window:Wood Frame 19 0.300 0.320 6 6 SHGC:0.33 Wall east elevation:Wood Frame, 16"o.c. 260 19.0 7.0 0.041 0.060 7 10 Door:Glass Door(over 50%glazing) 81 0.300 0.320 24 26 SHGC: 0.27 Window 2:Wood Frame 8 0.300 0.320 2 3 SHGC:0.33 Wall south elevation:Wood Frame, 16"o.c. 184 19.0 7.0 0.041 0.060 7 10 Door 1:Solid Door(under 50%glazing) 20 0.270 0.320 5 6 Wall west:Wood Frame,16"o.c. 260 19.0 7.0 0.041 0.060 11 16 Floor:All-Wood joist/Truss 350 22.0 7.0 0.032 0.047 11 16 Project Title: Severson Pool House Report date: 10/20/22 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory equirements listed in the REScheck Inspection Checklist. Name-Title Signatur Date Project Title: Severson Pool House Report date: 10/20/22 Data filename: Page 2 of 2 OVIDE 5x5x24" LONG TIMBER ANCHOR SPIKED AT EACH DEADMEN — — — — POOL ELECTRI OVIDE 46" LONG DEADMEN TOP 1 ILOCATION , CAL LEGEND ROW AT 5FT OG f\ I I I I GM I \ 0 DUPLEX RECEPTACLE OUTLET D I / OVER\\ 220\/ RECEPTACLE OUTLET RO GIB ROOF 8x8 PTL TIMBERS \ I / \ / ABOVE \ � \ I / \ I / \ WATER PROOF RECEPTACLE OUTLET 48" OVER ROVIDE 12" LONG GAL 5TL \\ I // HANG I / \\ I // FQ_ \ I GROUND FAULT I NTERRUPTOR OUTLET SPIKES AT 24" SPACING AT \ I / ABOVE �'- J HIGH HAT FIXTURE GRADE ALL TIMBER COURSES \\ I // I / ' \\ I // \ EIGHT VARIES \ I / POOL HOUSE I / \ I / - - SURFACE MOUNTED GE I L I NG FIXTURE VERIFY TO ARCHITECT GRADE —{ -- — — —— — — — — I � SURFACE MOUNTED WALL FIXTURE \ I POOL HOUSE >a $ 5W I TGH TELEPHONE \ 4.12 d e OVIDE REBAR 24" LONG \ to switch roof / nder 1 /\ I \\ \\ / L J I [M TELEVISION GRADE FIRSTFROM TIMBER INTO // I door pitch\\ pitch // SINK / I I \\ \ \ S/D SMOKE DETECTOR 8" THK VIDE GRAVEL FILL / I to switch at \ / L J under I \ �\ I \ GRAVEL 8" DEEP Ib" WIDE I 1 / I �! first floor \ F cabinet I \\ \� GM GARCON MONOXIDE DETECTOR DRAIN I y BELOW /I� door I I lighting I / E� EXHAUST FAN f l I I I I �a ngnt t� -n/ 6d" TV shelf above I / INT HARDWIRED INTERNET CONNECTION WOOD RETAINING WALL DETAIL i F-_ - - - - - I- NO SCALE I I \ I I \ r, i r,, bathroom / / EXTERIOR WALL MOUNTED FLOOD LIGHT \ SHELF _— _ L'r � O D I nn nn �� nn nn closet \\ closet I / 0 FAN I IIII I I I I I n / I I I I I I I I I storage \ stora e O I L lull Iu11 — J I IIII — IIII — — — — — J / shelves / NOTE: ALL NE N SUfi�FAGE MOUNTED \ J FIXTURES $ H 1 GH HATS TO HAVE DIMMERS ATTIC ShHELF CIRN'"AWL SEFACE F I Rm..kST FLOOR Lk NELECTRO' I (";` Or" LA ELLECTRIC IPLAIM_ SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" P 15' 13 b'-1 /2" I 6'-I jy2" 4: 1 10" THK GONG 1 1 FOUNDATION 13'-11" 4' 8" I 10" WALLS ON GONG - 1 FOOTING TYPICAL 1 6" -� I \ _ / CW125 CW125 CW14 CW14 CW14 CW14 0 1 C r — — — — POOL — — I F_ (2) 2x8 (2) 2x8 EQUIPMENT \ / GUTTER TIED TO LOCATION (2) 2x10 , (2) 2x10 5" THK GONG p I \ 12:12 roof 12:12 roof / I DOWNSPOUTS TO ( POST (5) 2xb I I , POST FOUNDATION 1 —10" THK GONG I \ pitch pitch / I UNDERGROUND 1 I (3) 2x6 21 4X4 WALLS W/ DAMP PROVIDE FOUNDATION \ \ ! / / 2x10 RR 2x10 RR BEAM I \ / DRYWELL 1 I a I6" OG ® I6" OG \\ I // BRAG NEW PATIO CONO PROOFING ON POCKET WALL5 W/ DAMP 1 \ I / / TYPICAL OTING PROit GO�GO FING 00�NG I I \\RI GE 1X1rNT ! / // �� / ROOF 2xb EXTERIOR \ ( / TYPICAL \ \ / / O s O 9i_ ��Q p OVER WALLS TYPICAL \ I / ROOF I FBI —8"xl6" GONG I 1 O \\ \ I / // J Q- A L �v ABOVE CONTINUOUS \\ I �\Q// OVER 8 xI6 GONG ! I I O \\ 1 // N - x < HANG FOOTING W/ 2x8 FJ 2x8 FJ FOOTING W/ I 1 " \ / cy = 1 ry ® y cN �\ ry ® � FULL HEIGHT \ I I / POST ABOVE 2#3 REBAR ® 16" OG ® I6" OG 2#3 REBAR Q \ /�_ i N ry io A x ,n _ _ TYPICAL _ \ / ffs CONTINUOUS CONTINUOUS I I PROVIDE VAL EY I \ I l'�1/POOL HOUSE ry N POST \ I i / ABo� 2x6 J \ / FLASHING P 1 M (V ' (5) 2x6 \ / (3) 2x6 ® I - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - (3) I I I/4" LV IDGE GONGS.. - - - - - - - -1 - - - \t /_ - - — o OC B RIDGE ABOVE I _RIDGE ABOVE N - J I I O / \ RIDGE VET 4:12 P ST N v .1 O , N POST I \\ POOL HOUSE o A3 1 I % I I O s / ! \ roof (3) x6 I v �Q/ I I1L I \ the flooring -a CRAWL SPACE L v .� 3 N Qr O .� �J fx O ry 3 (3) 2xb / , 9 GUTTER TIED TO I I " / \ O itch " iv N 2 THK GONG I DOWNSPOUTS TO Q- / / \ \ 0 s p \pc I 9�A n® 4:12 _ unideg // I \ - N \ SLAB ON 8 x16 GONG BILK I I / vin COMPACTED PIER ON 24" 50 x _ UNDERGROUND / / 1 \ \ (� +' ry ® IK <1,, roof i DRYWELL / \ SUBGRADE 12 DEEP GONG FTC 1 I 1�R0 IDE /ALLEY \ \\ �'Yl� y�� pitch in RETAINING WALL W/ W/ (5) #4 EACH i WAY SET 4" OFF I / \ / _ cv SIN , \ - 2x8I i�R SEE DETAIL I-AI 1 �3hi1NG TYP ! \\ \ `t BOTTOM, TYP POST \\\ 4X4 G I I I W/'`i PO5T (3) 2x4 (3) 2 BRAG / \ BELOW I ocket 1 / ROOFING ! ATGH EXIST CASED W/ Ix I Id TV P door - -( & - - - - 1 - - - - - I L — _ 32xbO � — — —RE LDE ROOF] ! /A REQ D \ I — — — 2x10 RR I 2 10 RR 2 8 GJ (2) 2x10 = _ _ 1 _ _ - _ _ _ _ _ -- - - - - I _ _ FLASHING _N 30# B_LDG. _ - - - - - - - _ _ ( I _ _ ® I6"_OG _® I6" O_G _ _ _ _ _ _ _ —_ _ _ _ _ O" x Ib"_ x „ �x M _ -r' A PAPER ON " THK. PLYWD I I I SHELF closet A �� O OC ��o tie m PROVIDE D K NG) d - storage IZXo c^V cv o cv A3 nn MI nnBEAM I 1 in m the flooring ry o•O floorin _ nn ! nn nn 1 nn 1 set ry Q r _ IIII IIIPOGKET _ I I n I I n g st ra e 12:12 rod 1112 roof GUTTER TIED TO IIII IIII IIII IIII 1 pitch pitch 11 DOWNSPOUT5 TO 11 IIII I IIII 11 selves m ry I L -JUL ! — -JUL_ _ _ _ _ 1 UNDERGROUND I L (2)u x81 (2) 8 2) 2x8 I L —� E_ - - - - - - � DRYWELL L — ] - - - - - / CW125 CW125 = �6 1 1/2" ste do n 10" 1 I POST 8o I P CST (5) 2x6 `� 11 I (5) x6 PROPOSED RETAINING WALL 10 THK GONG WALL SEE DETAIL I-AI 1 FOUNDATION I BELOW 1 2-7 Ir 2-'► I NEW PATIO WALL5 W/ DAMP PROOFING ON bs/2: 8'-2 11 3' S' by2:1 I GONG FOOTING I I TYPICAL ` :2 C C C C 4y2„ A4 A4 A4 A4 U I'M v U N "` AT K% w* m LA N_ 0 0 F Ph L/A TTI ` L SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 114" = V-0" SCALE: 1/4" = V-0" IL FIRST FLOOR AREA: 350 square feet - APPROVED AS DOTED0. / L pA�'a3 B.P. -� � Re% OH R � "_Q D �h ` (L� t rtm NOTIFY BUILDING DEPARTMENTAT 631765.18M! SAM TO 4PM FOR TN' FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED OGUE, NEW YORK FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING DATE: 10-21-2022 REVISIONS: & INSULATION 4. FINAL-CONSTRUCTION MUST a1 DATE: 12 / 12 / 2022 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE U RAL TALGAT a DATE: 4 / 7 / 2023 REQUIREMENTS OFTHE CODES OF NEW DESIGN OR tONSTRUCTONYORK STATE NOT NERRORS SIBLE R ARCHITECT 436 7th STREET BUILDIN" G GREENPORT, NEW YORK 11944 (631)477-8963 POOL HOUSE FLR EL 83.2T X I ST I NG SEPT I G S`i'STE ( � D `r GRADE EL 82.5 FT EWER AND WATER LINE �O fEE DETAIL 1-51 ro 3 G SEPTIC LINE: UNDERGROUND O 9, GLEANOUT 4" DIA DIP PIPE, TYP GRADE ELEVATION ±'17.5 FT. A GLEANOUT +7�i.03' GRADE ELEVATION L� w0k / ` +78.7' +77.7' ±77.0 FT. 6 S,E i i >> ( oj� NE°'0� / 1/4"/FT MIN i i L / / A5>>1 IE. +81.8' i I/8"/FT MIN TOP OF POOL 75.64 FT IE. +77.7 +77.4 +76.33 EXISTING EXISTING El 2 IE. +76.0' SEPTIC /23%5 48.3' 16.5' 52.6' 16.5' TANK LEAGHI NG 21 POOL BOT OF POOL 67.64 FT fTERZ WpOo /pOo e��H� // /3 3g�5 WA ps NE 85.6 AA p50 SEPTIC PROFILE (N.T.S.) ter line and sewer line crossing 63 intersection TEST HOLE +71.03 Grade NO SCALE 5 BY McDONALD GEOSCIENCE Sewer line (4" DIA DIP PIPE shall be constructed of I O ewer line- water line TEST HOLE DATA 3/8/17 ELEV. + 74.25 1 11 19 materials and joints that are joints shall be at least equivalent to water main ten feet from the point of standards of construction m crossing 1.0 FT. DARK BROWN LOAM OL for the entire length of the +77.7 21 / / /� �� / sewer line and shall be I ater line 5� �_ �_ /'' aoM r Ovate e tigsted ht sso assure prior to +75.53' l 3.0 FT. 55 5� / / / / / /_ / ScOD f p g p BROWN SILT ML Q 3 51 / / /� ote AN,p,P As �- backfilling (V �o PiaPo H�� 5 of EXISTING UNDERGROUND +75.37 ERAS NA 3�5 cEt PROPANE TANK S�pl 5�0/9"8 / � v\ cPNs�A` � 58 X I ST I �1C� ill D��IG� 18.0 FT. BROWN SILTY SAND SM A9 SEWER AND WATER 55 Q +7c[A TO REM ib�'F �(N E CROSS�NG�DETAIL PALE BROWN 51 '� e / MALEKAN MANOUCHEHR .) TO MEDIUM SANDE SP O5Residence, 28 FT. 63 ! DECK Private Well \ 65 \ COMMENTS: NO WATER ENCOUNTERED 6 69 1 ECK GLEAN OUT X I ST I NCB PT I G SYSTEM \' / FOR A 6 BEDRO RESIDENCE AND R 13 / / GA AGE 1511 / 5.4 OW - 1500 GAL SEPTIC TANK (ST) N ML t A V 7 8 A+ - (2) 8' DIA x 8' HIS LEACHING POOL (LP) Lu" C A' 10 N M a e - FUTURE LOCATION F R (1) 8' DIA x 8' HIGH h \ LEACHING POOL (EXP +78. / EXISTING STORM TER 8+ DRYWELLS (DYE (G ) TYP XISTINS NEIGHBORING WELL - �`r' 11 WELL DEPTH - TOP OF THE WELL �' / D 4 RFEE IBEL W THE WATER LLED MORE AN PROJECT �'✓ \ / TERRACE 4, i \ TEST HOLE LO ATION TABLE. r NEW UNDERCGROJND i 82.8+ SITE ELECTRIC, UTILITY LINE 0 GL O T 77.5+ ELEV +74.25 - 4� \ mr POOL NEW UNDERGROUND / I 77.7 SEWER AND WATER LINE \ INE I DIN G � NEW 4x8 DRYWELL FOR STORM WATER ROSSING S LP NEW \ DETAIL I-51 S s s4p RUNOFF FROM POOL HOUSE ROOF OW ^ TERRAo I i �i 77 5+ 74.25 82.8+ TERRACE G P�- O 100 EET RADIUS NO cok �OPO TO IBE 1 REMOVED,FRAME ISI6ED 82.8+ E0 �N�`� LP WELL FOUND WITHIN sf /V, ® RADIUS01 19619 Water lines must be inspected b the 8 q O � +78.7 PARKING / AREA EXP ,Volk Caen Dept. of Health Se / Cali (631)852-5754, 48 hears in �"' �m G��J GLEAN Lp advance, to schedule irsspectiar�(s). EXISTING POOL EQUIPMENT -' �� f OUT Dyy /� S I T Em D A17A N/0/ TIES, '� ♦� / ,� 0pE J O d, WAY / N � L F� 6 t SCTM # 1000-73-2-3.1 of vca RICK PROPERTY: 9202 Bridge Ln PROPOSED NEN ACCESSORY / ( 20 WID / ADDRESS Cutchogue New York 11935 OWNER: Patrick M Severson, Diane S Severson �JTRU�iTURE ''POOI._ -IOU�JE ", �JJ- O Sf � 1y 4306 Churchill Downs Dr �s, Austin, TX 78746-1109 GLEAN OUT EN, UNDERGROUND 4" DIA DIP SITE: 69,977.49 sq. ft. = 1.377 Acres �.l o � o° • UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �a�oo ^�5 PIPE, SEPTIC., LINE FROM POOL HOUSE TO EXISTING SEPTIC TANK /o ZONING: R-80 �� / o PERMIT FOR APPROVAL OF CONSTRUCTION FORA EXISTING WELL. LOT COVERAGE: Existing 8.82 4115.11. s• X15TIN UNDERGROUND ELECTRIC AND GATV LINE Proposed 11.03 % 20% Max. Allowable Pool House ��• moo, SURVEYOR: Nathan Taft Corwin III N/0/F IYEW?` °� / P.O. Box 16 DONNA I. WEXLER �� 1586 Main Road DATE 2/27/23 H.S. ,R u. N®. R-22-2102 Residence, Private Well James port, New York 11947 APPROVED �d�Y� \ � ;r,•� S I T E "PtA IN License # 50467 � Dated: January 17, 2019 TOTAL AXIMU BEDROOMS 0 SCALE: 1" _ '-0" ELEVATIONS ARE REFERENCED TO EXPIRES 'THREE YEARS FROM DATE OF APPROVAL \ / N.A.V.D. 1988 DATUM APPROVED IN ACCORDANCE WITH BOARD OF 014 REVIEW DETERMINATION DATED 2/24/23 'mmVl�tRe%VON R rt� "1'4 I D ww-_� H C °�s� CUTCHOGUE, NEW YORK DATE: 8 / 19 / 2022 REVISED DATE: 1 / 912023 U RAL TALGAT ARCHITECT 436 7th STREET SCDHS SUBMISSION GREENPORT, NEW YORK 11944 (631)477-8963 o REF # R10-17-0184 s � X LOT COVERAGE TABLE SITE AREA TOTAL:. �f,�7-1 sf SOU STRUCTURES EX15TINO PERCENTAGE PROPOSED PERCENTA6E IN D 9,0 , RE5IDENCE: 1,055 sf 3.14% 1,555 sf 5.140/0 001 � F COVERED TERRACE/ DECK5: 563 sf 0.619 563 sf 0.61% EXT.. RA 15ED DEGK5/5TA I R5: 546 ° ° 4 sf 0.58/0 346 sf 0.58/0 EXT. ON GRADE TERRACE/DECKS: 1,561 5f 3.10% 2,213 sf 3.52% SWIMMIN6 POOL: 715 sf 1.20% 715 sf 1.20% i� EXISTING SHED TO BE REMOVED 116 sf 0.1 q% O O PROPOSED POOL HOUSE: O 0 350 sf wP °e°�N� TOTAL: 5,28,�f sf 8.82% 5,°f 55 sf q.°f 2% , E j Wp0 �+36 N 6g o 1RAM�N PUNTI� WITH OCCUPANCY OR SURVEYED W APPROVED AS NOTED OF FOUNDATION LOCATION DATE. 4Z-oL/-b1,�-B.p USE IS UNLAWFUL HAS BEEN APPROVED. FEE" e2 �SVBY• �•�- WITHOUT CERTIFICATE NOTIFY RETAIN STORM WATER RUNOFF BUILDING DEPARTMENTAT OF OCCUPANCY 1 631-765-1802 8AM TO 4PM FOR THE PURSUANT TO CHAPTER 236 fRpM FOLLOWING INSPECTIONS: OF THE TOWN CODE. "Ow I. FOUNDATION-TWO REQUIRED S2' NAZpR `i E F �9 2. ROFORUGH CONCRETE so 4'0 0510N NpZAR SNEE FRAMING&PLUMBING >> `, CO E�OS�ONS�g,s3 3. INSULATION kli":v1J YORK S-ATE & TOWN CODES �oastP�-No, 5a' 4. FINAL-CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF PNoto BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE �?SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW / SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS d a _ SOUTHOLD TOWN TRUSTEES X15TIN6 RESIDENCE DEC `' X TO REMAIN 1,555 9f�? TRUSS PLACARDING REQUIRED O� N �v �� All exterior lighting £LEcr CAL r!=4rnr.4 P- �Q#.� �, \ �yO � 0� installed, repl�aced or s� ��`' `QQv , repaired shall conform �o Quo +�°, oj�� O�C`� to Chapter 172 / o o �o P Q ,� of the Town Code yall Lo fi oLOCAK lS` � Si TION SLATE PATIO PROJECT `�. �' s��o o N101E SITE ,�, � � ; ti / �s / �� MALEKAN MA,V O UCHEHR EX SnNG / \ ING 0 ND POOL i 1a '� S tiq NF NEW 4x5 DRYWELL I-OR STORM WATER DW RUNOFF FROM POOL HOUSE ROOF G ➢ p EXISTING FRAME SHED a S TO BE REMOVED BUESTONEDRNEWAY O 116 sf �� , ' �� o �9 SEE SITE A 1"A ENLA 6EMENT S I I MUM o / �\ SCTM # 1000-73-2-3.1 SHEET 52WAY Of WIDE RIGx ADDRESS 9202 Cutchori uee New York 11 Ln PROPOSED NEW ACCESSORY 5TRUOTURE ,+ �I 20' / 9 935 "Pool 35o sf � `�`�j �C,20' 10 OWNER: Patrick M 4306 Churchill Downs Dr S Severson 'cps, S / Austin, TX 78746-1109 TEMPORARY STORM WATER RUNOFF r SITE: 59,977.49 sq. ft. = 1.377 Acres o CONTROL MEASURE 5EE EROSION t ��o ZONING: R-80 SEDIMENT CONTROL DETAIL #1 �� / LOT COVERAGE: Existing 8.82 % ti Proposed 9.92 % 14 101t RTIV$t Lp 20% Max. Allowable `cos ff. SURVEYOR: Nathan Taft Corwin III N/0/F L P.O. Box 16 DONNA L WEXLER �`� N 1586 Main Road o� Jamesport, New York 11947 SITE License # 50467 Dated: January 17, 2019 SCALE: 1" = 20'-0" am-No-- 9 WIRE FENCE W/ VL FILTER CLOTHOWN-No LIM= FILTER CLOTH MI1�l. 6" 5URFACE �� A j°�s� CUTCHOGUE, NEW YORK BELOW GRADE DRAINAGE i FLOW DATE: 10-21-2022 U RAL TALGAT TEMPORARY STORM WATER RUNOFF CONTROL MEASURE �� ARCHITECT SEDIMENT CONTROL DETAIL 436 7th STREET EROSION � o� 1 NO SCALE �. GREENPORT, NEW YORK 11944 o �' UILDING PERMIT SET J Z Ll co wk ti0 20 � � s�T�4 co �v � z 86 �� EXISTING LL EXISTING, PATIO PATIO Q Z O EXISTING lu 1 I EXISTING 1 Is-I I 5HED 1 PROPOSED _ _ _ -� 1 it 5.P x 14.3' w z 1 1 REMOVED =1 1 I 1 NO 1 I 1 OVE SETBACK LINE 8b' 1 1 I 1 FROM BLUFF V 11 I 1 - w LX15TINc51 I 1 O \ POOL \ 1 II 1 I c U I PMENt1 I 1 EXISTING EXISTING EXISTING I NGROUND ENGL05ED RE51 DENOE I PROPOSED NEW POOL PORCH AOOE55ORY 5TRUOTURE I POOL HOUSE I \ I 330 5F \ \ I nn nn I Itll IIII I / I IIII IIII J \ I -JUL — JUL_ - - - - - / L U — / ry / � x n � \ EX 15T1 NG -tt 0 PATIO w EXISTING z J E350 lu V m NEW PENCE 5EOONDARY FRONT YARD 5ETBAOK EXISTING RETAINING WALL W \ Q ism 0 lu NJ Elp'ml L A RAO"' E " SITE CUTCHO UE, ORK SCALE: 1/4" = V-0" DATE: 1 -21-202 Q� U RAL AT EXISTING H ITE CT DRIVEWAY m bm' 6 7th STREET EXISTING DRIVEWAY mumILDIN GREENPORT--,NEW YORK 11944 (631)477-8963 ROVIDE 8x8x24" LONG TIMBER ANCHOR SPIKED AT EACH DEADMEN — — — — POOL ELECTRICAL LEGEND DMEN TOP LOCATION — — I — — -� EQUIPMENT OVIDE 48" LONG DEA ROW AT 8FT OG I I I I I GM 1 \ 0 DUPLEX RECEPTACLE OUTLET LJI I I I D I / OVER\\ (P 220V RECEPTACLE OUTLET OVIDE 8x6 PTL TIMBERS // ABO& \ TYPICAL \ I / OVER I � \ I WATER PROOF RECEPTACLE OUTLET 48 OVIDE 12" LONG GAL STL \\ I // HANG / \\ I %� \ I GROUND FAULT I NTERRUPTOR OUTLET SPIKES AT 24" SPACING AT \ I / ABOVE L�PSI r1 ALL TIMBER COURSES \ I / \ / \ L`►'J HIGH HAT FIXTURE GRADE EIGHT VARIES \\ I //POOL HOUSE \\ I // \� - SURFACE MOUNTED GE I L I NG FIXTURE VERIFY TO ARCHITECT GRADE — \ — — —— —— — I —— —— — —— ———————— I II SURFACE MOUNTED WALL FIXTURE I / \ POOL HOUSE SW I TGH / I \ BRAWL 5P,Q� \�R� � PH TELEPHONE 4.12 �r VIDE REBAR 24 LONG F->to switch at roof / // I �\ \\ I 0 TELEVISION / ?RROMM FIRST TIMBER INTO / I first floor \ pitch5/D / door \ / // I \\ y 5MOKE DETECTOR I VIDE GRAVEL FILL I / I to switch at \ n IN, N4 \ 1 GM CARBON MONOXIDE DETECTOR GRAVEL all DEEP I6 WIDE / -AAL �I first floor \ DRAIN �' BoW /I� door I I / EF EXHAUST FAN 1' I / I Ioiight a 1 T- 6d" TV shelf above I / INT HARDWIRED INTERNET CONNECTION O®® RETAINING WALL DETAIL 1 '- = - - - - -� Li -� - I / I / / EXTERIOR WALL MOUNTED FLOOD LIGHT 0)!!N�0 SCALE I \ SHELF I _ — \% q O O I ran ran I ran ran closet \ closet set / OOO FAN IIII IIII n / IIII IIII stogie \ stora e storage / L IIII I lull — � � L IIII — — IIII - - - - - J shelves / ' NOTE: ALL NEW SURFAGE MOUNTED F I XTURE5 H 1 GH HATS TO HAVE DIMMERS L J A m I"a I'm I C ZA0"i mmm E L F CRAWL SF""hACpE= F IRS T F L 0 0 R6 IN E L E C T R I LJ";'h [a m---s L 'Am I'Mm E L E C C "Pt A IRI -ELECTRIC SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" I� 6'-I)y2" 6-0/2" 41 I S' I 10" THK GONG I I 8" loll FOUNDATION 13'-I I" JY2" b'-I jy2" 4' WALL5 ON GONG FOOTING TYPICAL I (oil = I OITT\ / CW125 CW125 - CW14 CW14 CW14 CW14 POOL — I F — (2) 2x8 (2) 2x8 — —1 EQUIPMENT \ / GUTTER TIED TO LOCATION (2) 2x10 I I (2) 2x10 I - 1 12:12 roof 12:12 roof I DOWNSPOUTS TO I 1 8" THK GONG O \ / P05T (5) 2x6 I POST FOUNDATION 10" THK GONG I \ pitch I pitch / I UNDERGROUND 1 (5) 2x6 PROVIDE \ \ / / 2x10 RR 2x10 RR \ I / 4X4 WALLS W/ DAMP � FOUNDATION \ / ® I b" OG ® I b" OG \ I / PROPOSED PROOFING ON BEAM WALL5 W/ DAMP \ I / DRYWELL 1 I I--I - \ y/ / C NEW PATIO .o �I POCKET RI GE ANT I / " �� / ROOF d 2x6 \\ I ,%/ ROOF GONG FOOTING PROOFING ON \ \ / / O 9 \Q O EXTERIOR TYPICAL I TCONC YPIGAOOTING I I \\ // O O i ,l O OVER \ \ / / L sr HANG dJ WALLS \ I \ �/ OVER dJ 8"xlb" GONG ( I O t \ \ I / / N _ �L ABOVE TYPICAL \ ,t,Q HANG FOOTING GONG 2x8 FJ 2x8 FJ 16 N = X �� n ® Q I POST ABOVE FOOTING W/ I FOOTING W/ I I \ \ I / / N n ® <yr �` X \ I / 2#5 REBAR LO 2#5 REBAR I- \ /-- -PROVIDE VAL EY ' N I ry iyl/ N - a - POST \ I I / ABOVE 2x6 J CONTINUOUS CONTINUOUS N \ / 3 l POOL HOUSE FLASHING L) i n n (5) 2x6 \ I / (3) 2x6 co al - _ - - I - _ - - _ - - - - - _ _ - - - - - - - - - - - - - �2) II I/4" LVL RIDGE (2) II I/4" LVL RIDGE - - - `t - - - - - - - - — _RIDGE ABOVE y I - _ — I G `r L_ — — — — — — RIDGE ABOVE N B \ - - A3 (3) x6 x V I X "' POST POOL HOUSE -RIDGE VET cv N � u N N / I \ o CRAWL SPACE L // \ roof N a O 1�/ ��J pr_ O N (3) 2x6 / I I \ the flooring - - „ GUTTER TIED TO 1 ry / \ \ O pitch �� 9 O" �/ \ y Q 2 THK GONG Q / \ O s _O 1p �A - DOWNSPOUTS TO _ v 1 / I \ m I 8 xlb GONG BLK I I / t X- 4:12 N SLAB ON „ UNDERGROUND / x N ® P`/ \ �' COMPACTED PIER ON 24 50 x - / I \ N - ® �/ _ i- DRYWELL / \\ N l�1a <'Si pitch SUBGRADE 12 DEEP GONG FT i / RETAINING WALL SET 4" OFF H pz I /PRO LA3�H NG TYP itch SEE DETAIL I-A, I BOTTOM, TYP }� // I \\ I� I I f l // Iall POST \\ 4X4 C 1 ,MA / (8) x\ POST (3) 2x4 G ELOW CASED W/ Ix pracketB .I../ ROOFING: MATCH EXIST \ d„ TV door — —(3) 2x_ — �3Z 2x� ,� — — —R�S1QE l� � L —_ _ _ _ _ _ _ — — 32x8o - - - rill - �� / MTL ROOFI I /AL REQ'D \ I F_ 2x10 RR I 2 10 RR 2 8 GJ (2) 2xi0 _ FLASHING _N 50# BLDG. 1 I a I6" OG _a w, OG _ O" x I6" x ,� _ `px U �' A X o -u o tille m - - - - - - / _ I PAPER ON " THK. PLYWD - - - - - - - - - I I - - - I SHELF - - - - - - - - - - - - closet �-u o OG - - - ran m nnBPERAOMIDE ran D I NG)nn 1 1 ran I ran �, stogie ry Q� cv m Q o-oo floarin A3 cl set N 9 IIII I 111FOGKET I I = "' I I 12:12 ro� 1 112 roof n I I Illl IIII n "' tile flooring st ra a closet i- - GUTTER TIED TO cv O I I I I I I I IStorage m IIII IIII — pitch pitch DOWNSPOUTS TO IIII IIII s elves N L -JUL I — JUL_ — — — — — - I UNDERGROUND I L (2)U x8 I (2) 8 (2) 2x8 I L —� C - - — — L —� - - — � i CW125 CW125 = �6 I I/2" ste do n 6' O all I lollI I POST do I p II I I (5) xb PROPOSED RE W TAINING ALL 10 THK GONG I WALL I (3) 2x6 2-7 2-7 I NEW PATIO SEE DETAIL I-AI FOUNDATION I BELOW WALL5 W/ DAMP PROOFING ON by2 I GONG FOOTING I I TYPICAL 2 C C C C 4y2„ A4 A4 A4 A4 1 IX m 1mv 00FLAIN SHELF P' LAN At Im'Mm L SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" FIRST FLOOR AREA: 350 square feet FLOOR F' LA' N5 0 H R [�:= S I D.,, H C CUTCHOGUE, NEW YORK DATE: 10-21-21022 URAL TALGAT ARCHITECT 436 7th STREET 85 U I L IIN' GPERMIT SET GREENPORT, NEW YORK 11944 (631)477-8963 ROOFING: TO MATCH EXIST RESIDENCE (STANDING SEAM MTL ROOFING WALL REG'D FLASHING ON 50# BLDG. PAPER ON 9/4" THK. PLYWD. DECKING) ROOF: NG: TO MATC H EXI5 RE51D NGE ( TANDI 116 SEA 14 12 12 5/4 x b FRIEZE BD MTL OOFIN w/AL REG' 12 12 5/4 x b FRIEZE BD FLA HIND N 50# BLDG. 12 �I 5/4 xb TRIM TYP 121 �12 5/4 xb TRIM TYP PAPER ON 9 " THK. PLYY0. I x 8 RAKE BD I x 8 RAKE DE KING) W/ I x 4 BD W/ I x 4 CW125 ECW1 PROVIDE MTL PROVIDE MTL El E FLASHING TYPICAL FLASHING TYPICAL 12 1 TAL OFIN 4 12 11 ME L RO FING v- Ix8 FASCIA TYP W/ GUTTER 4 DOWNSPOUTS Ix8 FASCIA TYP W/ GUTTER � DOWNSPOUTS 5/4 x b FRIEZE BD — 12" 12" 5/4 x b CORNER 12" CW135 BOARD - TYPICAL 4" SG x 46" LONG E CW14 CW14 CW14 ORNAMENTAL 4"x4"x48" LONG CASED 5/4 xb TRIM TYP WG12061 BRACKET TYPICAL STRUCTURAL BRACE 41 IL--Jl IL---JlLj SIDING $ TRIM TO 5/4 Wxb TRIM TYP i� 5/4 x 10 WATER MATCH EXIST BLEYPI 5/4 x 10 ATER TABLE TYPICAL RESIDENCE TA TYPICAL TERRACE 1 1/2" tep dow FIRST FLOOR TERRACE _FIRST FLOOR_ — — — SUBFLOOR STUCCO OVER GONG FOUNDATION TYP 6RADE FOUNDATION BELOW GRADE FOUNDATION BELOW GRADE TOP OF CRAWL TOP OF CRAWL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPACE SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPACE SLAB Is iril T L Em V5 A T P 0"' N N %jl-%TH ELEVATION_ SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" ROOFING, TO MATCH EXIST RESIDENCE (STANDING SEAM MTL ROOFING WALL REO'D FLASHING ON 50# BLDG. PAPER ON 9/4" THK. PLYWD. DECKING) ROOF NG: TO MAT EXI5 RESID NGE ( TANDI G SE 5/4 x b FRIEZE BD 12 12 12 12 x b FRIEZE BD MTL OOFIN w/AL REG 5/4 xb TRIM TYP 121 12 FLA HIND aN50# BLDG. 12� 1 5/4 xb TRIM TYP I x 8 RAKE BD W/ I x 4 PAPS Z ON 9 " THK. PLfTC DEKING) Ix5 RAKE BDW/ Ix4 PROVIDE MTL FLASHING CW125 LL2 Kl H PROVIDE MTL FLASHING TYPICAL � TYPICAL MET ROOF G MET L RO ING 4 Ix8 FASCIA TYP W/ GUTTER $ DOWNSPOUTS Ix8 FASCIA TYP W/ GUTTER d DOWNSPOUTS 5/4 x b FRIEZE BD SIDING 4 TRIM TO MATCH EXIST RESIDENCE: „ 12 HARDI PLANK SIDING (b 1/4 TO WEATHER) ON 15# --5/4 x b CORNER 5/4 x b FRIEZE BD 12 BUILDING PAPER ON 5/5" PLYWOOD SHEATHING BOARD - TYPICAL = SIDING 4 TRIM TO MATCH 4"x4"x48"LONG CASED 5/4 x b CORNER EXIST RESIDENCE: HARDI STRUCTURAL BRACE BOARD - TYPICAL PLANK SIDING b 1/4 TO 41 POOL EQUIPMENT LOCATION 5/4 xb TRIM TYP MATHS ON 15# BUILDING 36x80 PAPER ON 5 8" PLYWOOD 5/4 x 10 WATER 5/4 x 10 WATER SHEATHING ri TABLE TYPICAL TABLE TYPICAL u 0 -- - S/4 X b CORNER BOARD - TYPICAL FIRST FLOOR — — FIRST FLOOR _ _ — — — _ I I/2" step down — GRAD SUBFLOOR GOO OVER GONG FOUNDATION 2'-a" H x SUBF—LOOR GRADE — — — — — — — — TERRACE 3'-0" W INSULATED ACCESS 8x8 PTL RETAINING FOUNDATION BELOW &RA6eEATCH WALL TYP SEE FOUNDATION BELOW GRADE DETAIL I-A[ GRADE TOP OFGRAW_L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OFGRAW_L — — — — — — — — — — — — — — — — — — — — — — — — — — — SPAGE SLAB SPACE SLAB limb., uffA W E A 3` T E L FEm OF T 10 N SOUmm' HELEVATION— SCALE: 1/4 1 0 SCALE. 1/4 1 -09 wo� R'mOH R " '1`11D � N CUTCHOGUE, NEW YORK DATE: 10-21-2022 U RAL TALGAT ARCHITECT 436 7th STREET L I 'TSET GREENPORT, NEW YORK 11944 PBUI (631)477-8963 TYPICAL ROOF STAND I NG SEAM MTL ROOFING ON 30# RIDGE VENT TYP BUILDING PAPER ON 5/4" EXT. GR. PLYWD (2) 11 1/4" LVL RIDGE (2) 11 1/4" LVL RIDGE 2x10 RR ® 16" OG TYPICAL ROOF (2) II 1/4" LVL RIDGE STANDING SEAM MTL ROOFING ON 30# BUILDING PAPER ON 3/4" RIDGE VENT TYP EXT. GR. PLYWD 12 " % \ 1211 / \ 12 12 SOFFIT VENT TYPICAL R_3O 12 / / \ \ 12 SOFF 12 12 2x10 RR @ 161100 INSULATION 12 P/ / \ \ 12 IT PENT TYPICAL TYPICAL / / \ \ ROVIDE FLASHING TYPICAL PROVIDE FLASHING TYPICAL TYPICAL ROOF _ / / \ \ STAND II NG SEAM MTL ROOFING 0 / \ ON 50# BUILDING PAPER ON N5U TI N TYPICAL ROOF G L STANDING SEAM MTL \ 3/4" EXT. GR. PLYWD pN ROOFING ON 30# OF-11 INTS BUILDING PAPER ON SHELF 5/4 EXT. GR. PLYWD (5) 5 1/2" LVL 2x5OJ9) 16" 00 - - - - - 2k8 � 1�4 2x 12 " 12" 12" CLOSET / CLOSET / CLOSET / 4' SOFFIT VENT P I GAL STORAGE STORAGE STORAGE SOFF I T VENT P I GAL SOFFIT PENT SOFFIT VENT TYPICAL TYPICAL Ix SOFFIT MATCH b- Ix CEILING MATCH EXTERIOR TRIM TYPICAL i TILE FLOORING EXTERIOR TRIM ON I THK MUD TYPICAL Q fi�0 OUP 411x4"x45" LONG CASED NEW EXTERIOR WALL ON 5/4 EXTERIOR WALL PLYWD STRUCTURAL BRACE NEW 51 D I NCG ON 15# BUILDING JOISTS W/ R-ON FLOOR NEW SIDING ON 15# BUILDING PAPER ON 5/8" EXT. GR. PLYWD INSULATION PAPER ON 5/8" EXT. GR. PLYWD TILE FLOORING ON I" THK MUD ON 2x6 STUD5 ® 16" Or, YV/ R-Iq 22 TYPICAL = FINISHED FLOOR ON 2x6 5TUD5 ® 16" OG W/ R-11 _ FINISHED FLOOR TO INSULATION, TYPICAL (y TO TERRACE INSULATION, TYPICAL ON 5/4" PLYWD ON FLOOR \ TERRACE FINISHED PAVING FINISHED PAVING JO I ST5 W/ R-22 INSULATION - TYPICAL _FIRST FLOOR - - - TERRACE _ F I RST FLOOR TERRACE SUBFLOOR SUBFLOOR 8" THK POURED QM 8" THK POURED "' GONG FOUNDATION I" THK EXPANSION GONG FOUNDATION 2x8 FJ � I" THK EXPANSION 2 H x 3 A WCCESS HATCH WALL 2x8 FJ ® JOINT AND FILLER WALL 16" OG INSULATED A JOINT AND FILLER 5) 2xIO 5"X16" GONG 16" OG (GIRDER BLK PIER CRAWL SPACE 4" THK POURED GONG STEM CRAWL SPACE 10" THK POURED GONG 4" THK POURED GONG STEM GRADE BEYOND TYP 10" THK POURED GRADE FOUNDATION WALL AT ALL FOUNDATION WALL W/ FOUNDATION WALL AT ALL GONG FOUNDATION 10" FOUNDATION WALLS 5"X16" GONG DAMP PROOFING 10" FOUNDATION WALLS N NEW 2" THK WALL W/ DAMP SEE DETAIL I-A4 _ BLK PIER 2" THK SEE DETAIL I-A4 GONG SLAB PROOFING _ (�I BEYOND TYP GONG SLAB m TOP OF CRAWL _ _m _ _ _ _ _ _ _ _TOP OF CRAWL SPACE SLAB SPACE SLAB O O O O O O O O NEW 8"xl6" GONG FOOTING 24" 50 x 12" DEEP GONG NEW 5"xl6" GONG FOOTING 24" 50 x 12" DEEP GONG W/ 2#5 REBAR CONTINUOUS FTC, W/ (5) #4 EACH WAY, W/ 2#5 REBAR CONTINUOUS FTC, W/ (3) #4 EACH WAY, TYPICAL SET 4" OFF BOTTOM, TYP TYPICAL SET 4" OFF BOTTOM, TYP I L UP"' I N G" Z'3 E C T I I L D I IN G S E C T I ®, �® SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" OBUIL IING SECTION %OLCMV � R%"% ON R " SID [= ' CL m r CUTCHOGUE, NEW YORK DATE: 10-21-2022 URAL TALGAT ARCHITECT 436 7th STREET "tms% UlLDlNt'oj` GREENPORT, NEW YORK 11944 PEFIMIT (631)477-8963 2x6 PLATE 4" 51 LL FLASHING 10 4" THK POURED GONG STEM FOUNDATION THK RIDGED WALL AT ALL 10" IN5ULATION FOUNDATION WALLS FIN 15HED F I R5T FLR NEW TERRACE PAVING TYPICAL ROOF FLOOR JO 15T5 I 5TAND I NG 5EAM MTL ROOFING ON 30# BUILDING PAPER ON 5/4" EXT. CR. PLYWD 11 1" THK EXPAN51 ON 11 (2) 11 I/4" LVL RIDGE i p JOINT AND FILLER II #5 REBAR GONTINUOU5 (2) II 1/4" LVL RIDGE 2x6 PLATE 1 II (2) #5 REBAR 0ONTINUOU5 RIDGE VENT TYP L 5/8" x 16" CAST IN PLACE ANCHOR BOLT ® 52" O.G. (TYP.) 10" 10" THK. POURED GONG. FOUNDATION WALL. PROVIDE LIQUID APPLIED DAMPPROOF I NG 12" BELOW GRADE SOFFIT VENT TYPICAL 12 / / \ \ 12 R-Bo FOUNDATI�ON�STE111ri WALL DETAIL 12 / / \ \ 12 INSULATION 0) NO SCALE TYPICAL SOFFIT VENT TYPICAL PROVIDE FLASHING TYPICAL / / � � PROVIDE FLASHING TYPICAL TYPICAL ROOF 3/4" PLYWD ON STANDING SEAM MTL \ GE I L I NG JO 15T5 ROOFING ON 30# TYPICAL ROOF BUILDING PAPER ON STANDING SEAM MTL 5/4" EXT. CR. PLYWD / % SHELF ROOFING ON 30# BUILDING PAPER ON 2x5 GJ 16" OG 3/4" EXT. CR. PLYWD she Ives 15" dee SOFFIT VENT TYPICAL Ix 5OFFIT MATCH EXTERIOR TRIM TYPICAL NEW EXTERIOR WALL CL05ET / NEW EXTERIOR WALL NEW 51 D I NG ON 15# BUILDING PAPER ON STORAGE NEW 51 D I NC ON 15# BUILDING PAPER ON 5/8" EXT. GR. PLYWD ON 2x6 STUDS ® 5/5" EXT. GR. PLYWD ON 2x6 STUDS FOOL 16" Or, W/ R-Ici IN5ULATION, TYPICAL OUST 16 OG W/ R-la INSULATION, TYPICAL TILE FLOGRIN6 ON I" Tf4i< MUD ON / " PLYWD O OOR JO15 5 / R-22 IN5ULATION GAL FIRST FLOOR _ _ _ _ TERRACE 5UBFLOOR GRADE (3) 2x10 GIRDER " THK EXPAN51 ON 2x8 FJ ® (3) 2x8 JOINT AND FILLER 8"X16" GONG 16" OG BLIG PIER 4" THK POURED GONG STEM BEYOND TYP CRAWL SPACE NEW 10" THK r4" THK POURED GONG STEM FOUNDATION WALL AT ALL NEW 10" THK POURED GONG FOUNDATION WALL AT ALL 10" FOUNDATION WALL5 POURED GONG FOUNDATION 10" FOUNDATION WALLS 5EE DETAIL I-A4 FOUNDATION WALL NEW 2" THK MALL W/ DAMP 5EE DETAIL I-A4 GONG SLAB PROOFING 0 0 0 0 NEW 8"xl6" GONG FOOTING 24" 50 x 12" DEEP GONG W/ 2#5 REBAR CONTINUOU5 FTC, W/ (5) #4 EACH WAY, TYPICAL SET 4" OFF BOTTOM, -I B U I L "u" I IRMO G S E C OF 10 N ®® ,® SCALE: 1/2" = V-0" "Es' U I L DOM N G ZS E C T 10 RIME S L ' R"'O40H R ""O ""' H 40% F�� CUTCHOGUE, NEW YORK DATE: 10-21-2022 U RAL TALGAT ARCHITECT 436 7th STREET w mm' U GREENPORT, NEW YORK 11944 lt!CI L D 1 I (631)477-8963 ( I N ®-B RVE DEBRIS PROTECTION FOR OPEN INGS STRUCTURAL RE VIEN BY STEVE MARESCA/ PE FOR YALL OPENING PROTECTION OF120 M� 5-SECOND uINA GUSTS 185-0-1 WEST MONTAUG HIGHNAY, HAMPTON BA OTES YS, NY I I cf 46 ) SIMPSON LSTA - 20 GAGE PHONE 65( �2J �450 MAXIMUM MEAN ROOD HEIGHT: 5� RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: INV EWIOF STRAP E a EACH FAR S I NGL M I LY RESIDENTIAL DESIGN IN ,AC,C,ORDA�NC,E WITH AMERICAN FOREST PRODUCTS WOOD FRAME I e - ICE SHIELD UNDERLAYMENT 0ON5TRUCTION MANUAL FOR I + 2 FAMILY HOUSE SHUTTER AS S E M S LY 1 ` � REQUIRED - 24" FROM EDGE HEIGHT PRESCRIPTIVE METHOD N.T.5. '1-' ` 7FOR PANEL SPANS: O < 40 WIDE SPAN ° I S5'-0" MAX I MUM GROUND SNOW LOAD - 45 PSF. 25/52" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I ` ` FIRST LEVEL - 40 PSF. L.L. (OVERLAP AROUND OPENINGS 4") I e ALTERNATE POSITION OF IVIN& AREAS - L.L �__ HURMP CANE CLIP USE 30 PSF. L.L. A55EMBLY: FIRE AREA ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 01 I WIND SPEED - 130 MPH #IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RESIDENCE: X SEISMIC, DESIGN CATEGORY - B WOOD SCREW @ 16" O.C. SIMPSON H2 HURRICANE I ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: i " CLIP NAILED. FROM WEATHERING - SEVERE #10 TEE NUTS ATTACHED TO BLDG. w/ #IOXI-I/2 ( W/ WA5HER5) I I TYPICAL TO RAFTERS FROST LINE DEPTH - 36" MACHINE BOLT ® 12" O.G. 1 s - 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAV1' I APA RATED PLYWOOD TO CONVENTIONAL LIGHT FRAME HOOD DEOA'r' - SLIGHT e \ I e EXTEND PLATE NAILS AI TO TOP OF TOP NAI ON a 4" O.C. AT CONSTRUCTION ICE SHIELD UNDERLAYMENT REG2U I RED - YES EXTERIOR EDGE OF ALL - I SHEATHING. GENERAL NOTES 1 , J el I 1 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE D15P05AL SYSTEM AND FRESH WATER SUPPLY 1 ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES.MULTIPLE SECTION A55EMBLY: 14. THIS STRUCTURE HAS BEEN DESIGNED IN 1�1 1 I I/4" THICK BOLTS ® 2' 00 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I I 1 MINIMUM 28 DAY 5TRENGTH OF 3000 P51 CONSERVATION CODE. I 1 I 3. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 14' I �' LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I 1 I 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I I 1 1 STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. „ I TO OVER LAP BOX I?. ALL STRUCTURAL STEEL TO BE AST, A36 WITH ONE 1 - - - BEAM - TOP + BOTTOM. GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND I 1 I 1 I MST2 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. I I 1 I I SIMPSON "I I 11/2" WIDE - 20 GAGE I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I I I 1 METAL STRAP ®48" OG. (b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY CONTRACTOR(S) PRIOR TO START OF I e 1�� I�- AND OWNER. 1 1 1 1 1 1 I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS SHUTTER ASSEMBLY , I I I I 2 x 6 @16" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A 501L Icf.. DO NOT BACKFILL AGAINST FOUNDATION WIALLS STUDS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. N.T.S. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPANS:4' OR WIDER SPAN I I -/ le, THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 1 I I I CONCRETE SLABS TO BE COMPACTED TO g5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 23/32" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I 1 I I RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WRAP + NAIL STRAP 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND - AROUND SILL PLATE -i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2x4 STRONG-BACKS � 24" OG e�' oL AT ANCHOR BOLT 4 - 8d NAILS ON EACH LEVEL OF DWELLING AS REQUIRED BY I I I SUPPORTED BY DOUBLE UPRIGHTS, 1.0 FT AND OVER A55EMBLY: I 51MP50N M5T2'I 1). PREASSEMBLE' PLYWOOD TO 2x4'S: # IOx3" (w/ WASHERS) GALVINIZED OR I BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW PORK STATE BUILDING GORE. �I I I I/2" WIDE - 20 GAGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STAINLESS STEEL_ WOOD SCREW @ 12 O.G. 1 METAL STRAP *48 oG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVER51ON TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ IVt NAIL 5HEATHING TO SILL PLATE 8. PROVIDE FIRE5TOPPIN65 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #lOx3" (w/ WA5HER5) GALVANIZED OR STAINLESS STEEL " :;':: ;;.;;<,: Sd NAILS a 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE WOOD SCREW 0 16" O.G. HOUSE BE UPGRADED WITH HARD WIRED FASTENER FOR SHUTTER TO BUILDING: ' q. PROVIDE FLASHING AT ALL ROOF BREAKS ALTERNATIVE F?� 2 - #5 REBAR :i*C -2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) _t.;: ,- ,.. „ .I.:YIa AGQ TREATED. 23. THE NYS CODES AL50 APPLY TO ACCESSORY MACHINE BOLT @ 12 O.G. D DECKS TG.. SEE FOUNDATION DWC6. =' 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. WINDOWS GLAZED OPENING `X_ ,� FOR DESIGN. 5/8" x 12" A.B. ®48" OG. W FENDER WASHER. PROTECTION 15 REWIRED FOR ALL GLAZED AREAS. ';;r:=' ?�; II. ARCHITECT NOR ENGINEER 15 NOT RESPON51BLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. NIND LOAD IN ACGORDANGE WITH LARGE MI551LE TEST OF FOR THE INSPECTION OR SUPERVISION OF AST, E Ic1ci6 AND OF AST, ISSb. CONTRACTOR MAY USE WOOD 5TRUCTURAL PANELS TH15 CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOW5. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOW5 WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #2504.ci.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" NAILING SCHEDULE DOUGLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR oz. EXTERIOR EDGES AND 6 d 9) 12" oz. BETTER. I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASIHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 3-16d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TOP PLATE 4-5d (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-Ibd (FACE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. h COLLAR TIE/RAFTER 4-I0d (ea. and 1-1/4" strap) TRIPLE UPRIGHT5. ALL HEADERS SHALL BE A :> BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o RIM BOARD/RAFTER 4-16d (END NAILED) o l0 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Q Q TOP PLATE/TOP PLATE 2_16d (FACE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP PLATE AT INTERSECTIONS 4 Ibd (FACED NAILED) o 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS HEADERMEADER Ibd (FACE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND TOP or BOTTOM PLATE/STUD 3-16d (END NAILED, BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" o �10 BOTTOM PLATE/FLOOR JOIST 3-I6d (PAGE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM J015T SHALL BE REQUIRED AT FLOOR Q BRIDGING/JOIST 2-IOd (TOE NAILED.) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF h PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/JOIST 2_IOd (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. Ibd (TOE NAILED) lo° o �45° LEDGER STRIP/BEAM 4-16d (PAGE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 J015T ON LEDGER/BEAM 3-I6d (TOE NAILED) "TEGO" OR APPROVED EQUAL. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2 DIA. oI w GALVANIZED MACHINE BOLTS ® 12" O.G.. BAND JOIST/JOIST 3-16d (END NAILED; q, NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. h BAND JOI5T/51LL or TOP PLATE 3-16d (TOE NAILED) BUILDING GODE A5 A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO BLOCKING/SILL orTOP PLATE 3 GABLE ROOFS PLYWOOD ROOF DECKING ad @4" O.G. EDGES, ®8" O.G. FIELD FACILITATE CONSTRUCTION AND SHALL NOT BE 10 < 0< O �45 o STRIP SHEATHING ad (ONE/RAFTER) SHALL RECEIVE ALL EXTERIOR NAILS NAILS AT SILL AND PLATE. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 0 o �3o o Io - NAILS SHALL BE GALVANIZED.PLYWOOD WALL SHEATHING ad ®4" O.G. EDGES; @8" O.G. FIELD PROVIDE 8d COMMON NAILS ® 4' O.G. PLYWOOD 5UBFLOOR DECKING ad @6" O.G. EDGE5, ®12" O.G. FIELD OWNER. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 100< O L 30 0 R 0 H R "� PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. CUTCHOGUE, NEW YORK NOTE : a = 4 FT. IN ALL GASES DATE: 10-21-2022 COMPONENT AND CLADDING PRESSURE ZONES URAL TALIGAT ARCHITECT ST' CTURALftimmOTES & D' ETAILS 436 7th STREET T GREENPORT, NEW YORK 11944 (631)477-8963