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HomeMy WebLinkAbout50194-Z �o0iOF SOUIyOlo Town of Southold * * P.O. Box 1179 53095 Main Rd COUNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46288 Date: 07/02/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1050 Trumans Path East Marion, NY 11939 Sec/Block/Lot: 31.4 2-5.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/07/2023 Pursuant to which Building Permit No. 50194 and dated: 01/09/2024 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: Additions and alterations including an attached garage with unfinished attic storage to existing single-family dwelling as applied for per ZBA #7837 dated 10/19/2023. The certificate is issued to: William Brennen, Stacey.Brennen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50194 5/28/2025 PLUMBERS CERTIFICATION: Derek Hennessey 7/ 2025 i Autho ' d Si nature ��4�SUFFoc��o TOWN OF SOUTHOLD a BUILDING DEPARTMENT H g TOWN CLERK'S OFFICE oy • o� 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#: 50194 Date: 1/9/2024 Permission is hereby granted to: Brennen, William 29 Harding St Smithtown, NY 11787 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA & Trustees approvals. At premises located at: 1050 Trumans Path, East Marion SCTM #473889 Sec/Block/Lot# 31.-12-5.1 Pursuant to application dated 12/7/2023 and approved by the Building Inspector. To expire on 7110/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $704.50 CO-ADDITION TO DWELLING $100.00 Total: $804.50 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q a COUNT`I,� . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Brennen Address: 1050 Trumans Path City: East Marion St: NY Zip: 11939 Building Permit#: 50194 section: 31 Block: 12 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BWO Electric License No: 64604ME SITE DETAILS Office Use Only Indoor 1-7 Basement I— Service r Solar Outdoor r' 1st Floor F Pool r Spa F Renovation I— 2nd Floor F Hot Tub r Generator 1- Survey Attic 1— Garage Battery Storage Li INVENTORY Service 1 ph P-' Heat Duplec Recpt 19 Ceiling Fixtures 17 Bath Exhaust Fan Service 3 ph 1- Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Evcar Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 13 4'LED Exit Fixtures Other Equipment: W/D, 200A Panel 30 Circuit/18 used Notes: Service, Garage w/Walk-up(Unfinished), Sunroom & Laundry Inspector Signature: X2E2q 1�-- Date: May 28, 2025 Sean Devlin Electrical Inspector sean.devlinO—town.southold.nv.us 1050Trum ans Path House Town Hall Annex i; �®� Telephone(631) 765-1802 54375 Main Road ;4 � P. O. Box 1179 4 ,..- Southold, NY 11971-0959 ti em { i 2U25 �r ' J U L - 1 BUILDING DEPARTMENT Building DepartMent TOWN OF SOUTHOLD Town ®f Southold CERTIFICATION Date: — -7 /1 43 L/Building Permit No. so I n Owner: .! 11 �-�n (Please print) Plumber: D6a� 'C �^nef 5!f- ,k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I �'►� (Plumbers Signature) Sworn to b fore me this I 1� d of JLtI Lj 20 D Njw4 AS"' C44AX- Notary Public, �WA( L County AMY M.SCHLACHTER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01SC5039767 Qualified in Suffolk CTunty Commission Expires February 27,20—09 AOFSOUTyo� 41WCN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: I 0j\ J S ,Qry DATE �7 -INSPECTOR J OF SOUIyOIo ��C) _ vJ y `OWN OF SOUTHOLD BUILDING DEPT. cou�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) >eELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR of SOUIyo{o # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT[ON .. [ ] FOUNDATION 1:ST/ REBAR [X] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. -] CODE-VIOLATION- - - _ [ ] PRE:C/O [ ] RENTAL REMARKS: - VAVI niqa4v,I LZ T�l QR 7r Yt�t C or • DATE ANSPECTOR LaChapelle Architecture I Rf November 1st,2024 2 9 0�s APR Inspection Report Rui4dhl4 s Pro ect r ^Urr r �z *T 'T �•'t n �iEtLt:Y1,r 1050 „rtainans Ra li '^tip M East Marion,NY 11939 Inspection Type: (Those selected fog•this job are in bold, those inspected on this date aT-e checked) ® Footing reinforcement or pier excavation prior to pour; ® Footing keyway with foundation wall reinforcement © Foundation before backfill ❑ Foundation damp proofing ❑ Framing,tie down/strapping and plumbing ❑ Underground plumbing ❑ Perimeter insulation ❑ Rough electric ❑ Rough plumbing ❑ Insulation and caulking i ❑ Solid fuel-burning heating appliances,chimneys,flues or gas vents ❑ Energy Code compliance ❑ Final inspection Inspection date: November 15',2024 Observations by: Jake LaChapelle Executive Summary: Footing and foundation were observed and found to be in conformance with applicable code requirements and the documents. Follow up inspection needed? Additional inspections. ftED AR m � a N.A 033930 �0�� OF N E\,N P.O.Box 1251,Mattituck,NY 11592 (646)251-50581 jake@lachapellearchitecture.com p.1/4 LaChapelle Architecture Observations: Footing and foundation elements observed were in conformance with applicable portions of NYS Building Code. � - yt R f t -AP Fig. 1—Footing, typical P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.2/4 LaChapelle Architecture z i �t v y ti I r P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p• 31 4 LaChapelle Architecture r. Ai w �t r kS i� 00 i i Fig. 3—Foundation waterproofing The material and observations presented by LaChapelle Architecture PL.LC in this report neither relieve the owner and contractor of their obligations under law, nor the architect-or engineer-of-record of their professional obligations and obligations under law.LaChapelle Architecture PL.LC afro does not represent that this is a full and complete review of the work. -end- P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.4;-t 50 kgLi LaChapelle Architecture Q V , Pit April 8,h,2025 A P R - 9 Inspection Reportt Project: TOW" of Southold 1050 Trnmans Path East Marion,NY 11939 Inspection Type: (Those e elected jbr this jab are in bold, those inspected on this date are checked) ❑ Footing reinforcement or pier excavation prior to pour ❑ Footing keyway with foundation wall reinforcement ❑ Foundation before backfill ❑ Foundation damp proofing ® Framing,tie down/strapping and plumbing ❑ Underground plumbing ® Perimeter insulation ❑ Rough electric ® Rough plumbing ® Insulation and caulking ❑ Solid fuel-burning heating appliances,chimneys,flues or gas vents ® Energy Code compliance ❑ Final inspection Inspection date(s): January 29th,2025 April 81h,2025 Observations by: Jake LaChapelle AIA Executive Summary: Framing,tie-downs,strapping,rough plumbing,insulation,and caulking were observed and found to be in conformance with applicable code requirements and the documents.The applicable assemblies were observed to be in conformance with 2020 Energy Conservation Code of New York State. (EKED AY Follow up inspection needed? ��5 �a.c yqA c'S�� Final. �� << 03393o OF N E`N P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p. 1/6 LaChapelle Architecture Observations: Framing and strapping elements observed were in conformance with applicable portions of NYS Building Code. AL t � t Fig. 1—.Framing and tier at garage interior,fir t floor P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.?/G LaChapelle Architecture F�fin,_ ^- _.`� 'd/'�l q �_•/x y i'iC �a F , . a r v� � yk4 t f t Fig.2—Strapp� P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.36 LaChapelle Architecture S^nw 1 w � Y s i d 3 A; rng machine P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.4/6 LaChapelle Architecture kfl J r x y mlatioi, P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapeUearchitecture.com p.5/6 LaChapelle Architecture �u t , \ T'ank you for e�lechn9 quality ersen products • �'N�EnSEH Fig. S— Window [.-faclorr and J l G(:values meet code The material and observations presented by LaChapelle Architecture PLLC in this report neither relieve the owner and contractor of their obligations under law, nor the architect-or engineer-of-record of tbeirprofessional obligations and obligations under law. LaChapelle Architecture PLLC also does not represent that this is a full and complete review of the work. -end- P.O.Box 1251,Mattituck,NY 11592 (646)251-5058 jake@lachapellearchitecture.com p.6/6 E C E 0 V L S C � JUN 2 3 2025 Building Department Town of Southold —) 10 E� 7s �-cvvve-1 �GS� uA y V F Sfe,i),I)C4 o n PF i1 F F:: ya FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(IST) �H ------------------------------------ FOUNDATION (2ND) 1 z H ROUGH FRAMING& PLUMBING H �i - � 1 r INSULATION PER N.Y. STATE ENERGY CODE s .h ALQ FINAL t rO U444 �pt lz ADDITIONAL COMMENTS cis.C�.l �D .5a 3 -l-C Q l 0 to 3 8 cA IT it E.Z4 a4 ekc;bNe AWO z +- •� • Fo �n `e ro }ion � . C � hoa-cS v�c, a-o Zotih �."'�, �- -g f :�-p :SoM, . ` 5- 5 ' � 4-0 a►��• 5 \ c C-e, C O cut I — 2Z, de C•�-r�. o No x r� x d ro H L/ ��oSUt1`111,y,r06 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hqps://www.southoldto3 nmU. ov Date Received APPLICATION FOR BVI11 n'"^..ma"" 5_ For Office U. .,.tty � PERMIT NO. � Building Inspector: JU N 1 2 2023 `V` Applications and forms must be filled;out in their entirety Incomplete _ applications will not be accepted."Where the Applicant is not the"owner,an �' • Owner's Authorization form(Page 2)3hall.be completed Date: OWNER(S)OF PROPERTY:,,." Name:William and Stacey Brennen SCTM#1000-31. - 1.2- 5.1 Project Address:1050 Tru mans Path, East Marion, NY 11939 Phone#: Email:teamsabb@optonline.net Mailing Address:1195729 Harding Street Smithtown, NY 11787 CONTACT PERSON Name:Hideaki Ariizumi Mailing Address:PO Box 444 Orient NY 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects DESIGN PROFESSIONAUN FORMATION : Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient NY 11957 Phone#:631 323 1426 Email:hideaki@ stud ioabarchitects CONTRACTOR_I N FORMATI ON Name:Not yet selected Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED.CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY.INFORMATION' a4 Existing use of property:Single Family Dwelling Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? DYes ig No IF YES, PROVIDE A COPY. Reading❑.Check BOx After :';The,owner/co ntra4or'de!!qn ppfesiibiil,is-,resodhsibl6,for all,dranaga and storm water issues as provided by u Ch4pter.236of theTdWn Code.-APPLICATION IS HEREBY MAI)t-to,the Bui inglDepartmehl: or the issuance of a46,idiini,Permit:pis, ntto.theBuilding&06, Ordinance of'the Town of Southold,'Suffolk,County,New York and other applicable ' ' �po ica, le 4,*s;Ordina nces qrRegulations, additions,alteraton or for removal or.deno tpnas.6erein,�6SCjjfi�&The�app applicant to applicable laws,,,ordinances,, widin code, hotsing code and regulations andin,Wildn&)jbrr6cisay-Inipetddns.Fa se statements.made herein are' -PenaI'La d ktion:116.456ith .6iYork'"Stifte.,,.P�nks�ab Class AMs erneanorpursuan to t Application Submitted By(print name):H ideaki Ariizumi RAuthorized Agent ElOwner — � _CH Signature of Applicant: Date CONNIE D. (UN: Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2-0 y being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 7LA,P4- 20_23 0��d Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) William Brennen residing at 1195729 Harding Street Smithtown, NY do hereby authorize Hideaki Ariizumi I to apply on my behalf to the Town of Southold Building Department for approval as described herein. Digitally signed by William Brennen William Brennen�,Dat,e:2023.06.09 15:33:15-WOU 6/9/2023 Owner's Signature Date William Brennen Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2023 TO: Brennen, William 29 Harding St Smithtown,NY 11787 Please take notice that your application dated June 12, 2023: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 1050 Trumans Path, East Marion,NY County Tax Map No. 1000 - Section 31 Block 12 Lot 5_1 Is returned herewith and disapproved on the following grounds: The proposed new construction to this existing single-family dwelling, on a nonconforming 18,798.09 sq. ft. lot(buildable area: 16,207 sq. ft.) in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. The proposed construction will have a side yard setback of 14.12 feet and a combined side yard setback of 24.29 feet, .?Gthoriz6f 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 53095 Main Road•P.O. Box 1179 Patricia Acampora �� Southold,NY 11971-0959 Eric Dantes Office.Location: ,Jr. Town Annex/First Floor Robert Lehnert Nicholas P n rt Jr. ® �� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 l5 0 V - http://so dtownny.gov �� E C E I VE® ZONING BO O��}}PP AS TOWN OUTHOL Tel. (631)7�5tjAA�9 Department Town of Southold SOUthold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE No.: 7837 NAME OF APPLICANT:William and Stacey Brennan PROPERTY LOCATION: 1050 Trumans Path, East Marion,NY SCTM No. 1000-1000-31-12-5.1 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 to 23,and the Suffolk County Department of Planning issued its reply dated August 7, 2023 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 September 19,2023.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. PROPERTY FACTS/DESCRIPTION: The subject property is an 18,798.09 sq.ft. non-conforming lot located in an R-40 Zoning District with 16,207 sq.ft.of buildable area. The property has a road frontage of 78 feet along Trumans Path,then turns west for 231.3 8 feet towards Long Island Sound,then it turns northeast for 49.87 feet before returning 246.64 feet back to Trumans Path. The property is improved with an existing one-story framed house and an existing i accessory shed in the front yard all as shown on survey prepared by Joseph A. Ingegno;L.S. last revised October 19, 2001. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building I Inspector's July 24, 2023 Notice of Disapproval based on an application for a permit to construct additions and j alterations to an existing single family dwelling; at 1) located less than the code required minimum side yard setback t of 15 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at: 1050 Trumans Path (Adj. to Marion Lake), East Marion,NY. SCTM No. 1000-31-12-5.1. RELIEF REQUESTED: The applicant requests a variance to construct an addition to the. existing single-family � dwelling which includes a,second story frame addition, and a conversion from a deck to a sunroom. The additions Page 2,October 10,2023 97837,Brennan SCTM No. 1000-31-12-5.1 maintain the existing side yard setback of 14.12 feet for the proposed sunroom, where 15 feet is required, and a combined side yard setback of 24.29 feet,where a minimum combined side yard of25 feet is required.. ADDITIONAL INFORMATION: The existing residence dates back to 1979 with a Certificate of Occupancy#9760 dated November 26, 1970. In 1987 there was a sunroom addition with Certificate of Occupancy#16369.. There was f an addition to the existing dwelling.in 2002 with Certificate of Occupancy #28481. The current project involves enclosing in an existing deck to square off the building. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2023 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: I 1. Town Law 267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby-properties. The proposed addition would enclose in an existing deck to make it habitable living space. The variance in question is for less than l foot of relief,so this proposed addition would not produce an undesirable change in the character of the neighborhood. 2. Town Law 4267-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. The existing deck currently exists,and the proposed,addition is to j ust enclose it for use as living space.. Due to the existing setbacks,in squaring off the rear corner of the dwelling I by enclosing the deck.it would violate the combined side yard setback by less than a foot. This addition could not be achieved without relief. h 3. Town Law 4267-b(3)(b.)(3). The variances s.granted herein are not mathematically substantial, representing 5.8% relief from the code for single side yard relief, and 2.8% relief from the code for combined side yard relief. This addition is filling in where the existing deck already exists, it is L.WRP compliant, so therefore it is a minor s. variance in nature. i. i 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance 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. i 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. i i 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the f applicant to enjoy the benefit of an addition to the residence 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-B, motion was offered by Member Lehnert,seconded by Member Acampora;and duly carried, to GRANT the variances as drawn on site plans and architectural plans by Hideaki Ariizumi, Architect,dated June 7, j 2023. L Page 3,October 19,2023 #7837,Brennan SUN No. 1000-3 1-12-5.1 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 i 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. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN I Please Read Carefully f Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a.Stop Work Order,and may require a new application and public i hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey ti cited above, such as alterations, extensions, demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under 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. 1, 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 s Occupancy has 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 i lanamento. This Resolution was dal: Vote of the Board: Ayes: Members Weisman, Lehnert, Acampora, Dantes, P Y adopted(5-0). } i s t es fie Kanes Weisman, Chairperson ! Approved for filing / J&/2023 I. f t I it I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10494 DATE: NOVEMBER 15,2023 lx ISSUED TO: WILLIAM& STACEY BRENNEN PROPERTY ADDRESS: 1050 TRUMANS PATH,EAST MARION SCTM# 1000-31-12-5.1 i AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i' accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 15, 2023, `l i and in consideration of application fee in the sum of$1250.00 paid by William & Stacey Brennen. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: z Wetland Permit for the existing 1,922sq.ft.one-story dwelling with existing f329sq.ft. of R decking; remove the 13.4' .8' (131sq.ft). deck and construct a'13.4'x9.8' (131sq.ft.) sun-room, x9 k t, existing f198sq.ft deck to remain; and on landward side of dwelling construct a f10.5'xf14' (f144sq.ft.) mudroom leading to a 249x26' (600sq.ft.)two-story garage; to connect gutters to leaders to drywells;with the condition to establish and perpetually maintain a 10' wide non- turf buffer landward of top of bank and that the area seaward be a non-disturbance area; and , f as depicted on the revised site plan prepared by Hideaki Ariizumi,RA,last dated November 309 2023,and stamped approved on December 1,2023. -r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these j r presents to be subscribed by a majority of the said Board as of the day and year first above written. �OgufFO(,�c W '.CE9VE DEC - 7 2023 Building Department � Town of Southoid `t l tt 4 . Glenn Goldsmith, President ®¢ ®U�� Town Hall Annex ® 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski 8 Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples � �® Fax 163 7T-141 f Cous,� BOARD OF TOWN TRUSTEES JUN 0 ZO25 TOWN OF SOUTHOLD building Department CERTIFICATE OF COMPLIANCE Town of Southold #2270 C Date: June 24, 2025 THIS CERTIFIES that the existing 1 922sq-ft one-story dwelling with existing f329sg.it. of decking,• removal of the 13 4'x9 8' (131 sq ft) deck and construction of a 13.4'x9.8' (131 sq.ft.) sun-room; existing f198sq ft deck to remain; and on landward side of dwelling construction of a±10.5'x±14' (±144sq ft)mudroom leading to a 24'x26' (600sq.ft.)two-story garage, At 1050 Trumans Path, East Marion Suffolk County Tax Map#1000-31-12-5.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 31, 2023 pursuant to which Trustees Wetland Permit#10494 Dated November 15,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1 922sq_ft one-story dwelling with existing f329sq_ft of decking-,removal of the 13 4'x9 8' (131 sq ft) deck and construction of a 13.4'x9.8' (131sq_ft) sun-room; existing f198sq ft deck to remain; and on landward side of dwelling construction of a f10 5'xfl4' (f144sq ft)mudroom leading to a 24'x26' (600sq.ft.)two-story garage. The certificate is issued to WILIAM& STACEY BRENNEN owners of the aforesaid property. Authorized Signature ��S�fFpLk�o• BUILDING DEPARTMENT-Electrical Inspector �4 G�< TOWN OF SOUTHOLD -Town Hall Annex- 64375 Main Road - PO Box 1179 Southold, New York 11971-0959 �411 ��� Telephone (631) 765-1802 - FAX (631) 765-9502 ol ' Ia mesh ca-)southoldtownny aov - seandesoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I ORMATION (All Information Rqquired) Date: 8-.0.7/-0-70C24 Com an Name: a W p P Y Y Electrician's Name: ry cz License No.: tlo6oq Elec. email: nxe_dsz (�w, .t • Ccr+� Elec. Phone No: �request an email copy of Certificate of Compliance Elec. Address.• (Aev.v% S 1io . W / TI JOB SITE INFORMATION (All Information Required) Name: vi Address: pS0 r' )vAwnS -%lA iQu? %ntJ W1 t M ck Cross Street: Phone No.: BIdg.Permit#: j o i.9 4 email: Tax Map District: 1000 Section: Block: Lot: . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �e z Vk Id UVldc vr d w ig7e-s O r\\y Square Footage: Circle All That Apply: Is job ready for inspection?: YES Q NO Rough In Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (Ail information required) Service Size z 1 PhE3 Ph Size:o20V A #Meters Old Meter# ❑New ServiceE Fire ReconnectEFlood ReconnectEService Reconnect anderg round EOverhead # Underground Laterals Z1 2 M H Frame M Pole Work done on Service? Fly Additional Information:V E E PAYMENT DUE WITH APPLICATION SEP - 9 2024 --� iv`ftl vl ce Building Department � gl91aH Town ®f Southold 10U 'l` *kog3't 3 �eX1a� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York.11971-0959 �'�p� ` Telephone (631) 765-1802 - FAX 6( 31) 765-9502 rogerr4southoldtownri aov- seandO-southoldtownnv ov APPLICATION FOR ELECTRICAL INSPECTION [Electrician's LECTRICIAN INFORMATION (All Information Required) Date: Company Name: ice, lec C. ric. Name: ,-„ ,EdZ License No.: (D q C,Db 14 Elec. email: c.e �� Elec. Phone No: r ►^�t - Co�, 3) .7(61 S439 [gi-request an email copy'of Certificate of Compliance Elec. Address.: Almd• 1 JOB SITE INFORMATION (All Information Required) Name: �l i 1►�,.r, �C•e,n,7e,,� Address: Cross Street: QF,,ti& PAM- Phone No.: G31 1-7 4_ SoZ G Bldg-Permit#: 5btotq . . email. 'Wo Ll�cr.,locWw►v�.7�� 1�'.C.c��n Tax Map District: 1000 Section: Block: ►Z Lot: 55. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Circle All That Apply: Square Footage: Is job ready for inspection?: VXES❑NO Q Rough In Final Do you need a Temp Certificate?: YES�NO Issued On Temp Information: (All information required). Service SizedPh❑3 Ph Size 06 A #Meters ( Old Meter# �ew Service0 Fire Reco nect[]Flood Reconnect Service Reconnect Jnder round O 9 ❑ verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Additional Information: N PAYMENT DUE WITH APPLICATION �•31•z.S �ck.oL� ��,� recce 1 09 to017 ,tl- 110- is TOWN OF.SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 " +s Southold, New York 11971-0959 Telephone (631)'765-1802 - FAX 631 ( ) 765-9502 roc lerrOsoutholdtownny.aov seand(&-southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 1ec G t hL Electrician's Name: License No.: (p�(��e,c Elec. email: Elec. Phone No: r e,e W"'°''t ' Gam , 31 �7 to'I �39 [�Wrequest an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: W►l lia.., -�e✓�✓tie.� Address: pro —clvha�.s Tom- V''�w�c�� ZJ_y�_ ti1�35 Cross Street: l� Phone No.: G3t- R'14- SoZf Bldg.Permit#: 50la4 email:w; Tax Map District: 1000 Section: 3k- � � Block: IZ Lot: 6. � BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): t-cu�c►vy cca�--t. ow,,�. 2,�cws�l� Circle All That Apply: Square Footage: Is job ready for inspection?: 21"XES❑ NO Q Rough In Final Do you need a Temp Certificate?: ❑ YES 2N'O Issued On Temp Information: (All information required) Service Size��, Ph❑3 Ph Size•�A #Meters Old Meter# ❑V'New Service0 Fire Reco nect❑Flood Reconnect[]Service Reconnect[ Jnder round O 9 ❑ verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Additional Information: N PAYMENT DUE WITH APPLICATION re.C- 1 09 to 17 1 spe 5D,q,B �C 11®-7 PERMIT# Address: Switches Outlets GFI's 1 Surface Sconces H H's UC Lts Fridge HW 1POL Panel Fans t Mini Fr. W/D 4-- Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TIJB/SPA Inst Hot DeHum Transfer Disc `. Combo l Cooktop Minisplit Blower AC AH Hood Blower Service Amps esue" Have 9,26 Used Sub Amps Have Used Comments SITE PLAN IS BASED ON SURVEY STORMWATER RETENTION CALCULATIONS: � O Mplt`I RO BY JOSEPH A.INGEGNO LAND SURVEYOR M M O3 1 yes \ PHONE 631 727 2090 ADDITION ROOF: 780 SQ.FT. IN 1380 ROANOKE AVENUE 780 SQ.FT.X 2 INCHIhr RAIN=130 CUFT N N •S� RIVERHEAD,NEW YORK 11901 USE 8'DIA.POOL WITH 42.24 CUFTNF 12 130 CUFT 142.24 CUFTNF=3.08 VF REQUIRED LATEST DATED OCTOBER 19,2001 USE(1)-LEACHING POOL,8 FT DIA.,4 FT DEEP L- '\ oI W TE WATER SERVICE LINE P-®171"i'�o Y�® 1 SUNROOM ROOF: 218 SQ.FT• spa .' 218 SQ.FT.X 21NCH/hr RAIN=36.34 CUFT i a JG NORTH BOUNDARY. ° :,BOARD OF 11�US7EES 3USE 6 34 OF P8.773 CUIFTNF a4 17 V REQUIRED w N O �m :"TOWN-OF SOUTHOLD USE(1)-LEACHING POOL,4 FT DIA.,5 FT DEEP N � N / T lolx � ` , ro, 2�F� DATE pl!t5W 1 202?3 �A- CESSPOOL pa(J •(� V —- SHED TO BE // — " wnT o w A - 18'-0"MAX. C.to C a DEMOLISHED /�� METER C'\ 8O, - STONE 8 D'RT W µ Q DRN FENCE 2=r o o m b C Y (7 \ �O� O 1.5N 0.5E GRAD SLL OUR :-STORY !� % // �` g�°ry� b // PPE D 6::MIN. IN � O / �I r y r. /�� )�� aF m a LIT SYSTEM O /� rry6 //�%(L�N. ♦ y� 4Ne d 3 :ONEp Q m s RUNIT 4_g,(`q C, wELL OQ // •��,, // PROP.H2O HEAVY DUTY V DIA.4'DEEP PERSPECTIVE VIEW STORMWATER RETENTION LP WITH RSION P� ,/ °9 oe/� GRATE )ECK TO 4' ,CLASS 2400 TRAFFIC BEARIN OM DRAINAGE PIPE FROM GUTTER v SAME / a �o LEgpER,114"PER 12"MIN.SLOPE 36" MINIMUM 2 x 2 RINT / __ o EXISTING FENCE POST a -� 1 STORY / WELL FRAMED HU E / WOVEN WIRE FENCE � / z PROP.WASTEWATER CONNECTION (6 x 6 - 10/10 WWF) 5 c I / FILTER CLOTH c �• N c�! I :.go E`Pa SLOP" OP `V O 1. SEPT , c6SSPOOL E m U / ,9W. /� �O� � EMBED FILTER CLOTH z o MIN. 6" INTO GROUND I a EP yy WOOD L�•\\ -�� 4!"f c ♦ U. STEPS r J �O 2T'-o• - NOTE- .- rn MAXI '"41• MAXIMUM DRAINAGE AREA O�gTEREOq +�. z o PROP 4'DIA.3'DEEP STORM RETENTION LP 112 ACRE 11o0 LINEAR FEET Q�ieAKfg9,'9py 4"DRAII AG PIPE FROM GUTT R LEADER,0 �O 114"PER 12' LOPE ? G >E TYPICAL SILT FENCE SECTION DETAIL y ( 3 ` $ ~ co d�d \ t PROP.SILrFEN CE � �87 co r \ OP 068,os, ,B o \ 'cN w Y e, aS NON-TURF BUFFER AREA IV LANDWARD OF TOP OF BANK Stormwater Management Typical Silt Fence Details NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK W -Stormwater Management- 2 N.T.S. r�F rS i SURVEY OF PROPERTY i31 T U 1LAST MARION x TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX N o. 10 00 --31 - 1 ----5. 1 SCALE 1 "=20' APRIL 24, 2001 �. 0,^T,0HP 19, 200 1 AE`EIM PR,;IP0S-D r"".1,,L3!i in- Il AREA - 1 E,795,C) ft. 0.4132 roc, •I,,' •'"5, e't A t- 1. ELI`Vl�;+i 10NISpy A`i'E 1`,PLEE�:. ICECD T••O/f��,N.GM.D. 1'��� DAT3JIM S�,4 Cw �4'" 1 •� r. 5 EK+GTING ELI_4rA.►MNS 4RE .3�'G'rh,r S: '.' �;{�" �.• 5155�! h.r 2. f LOCID ZONE INFORMt-TIOT- TAKEN FROM: r_ t . p FLORID INSURANCE ROTE MAP No. 36103C006-- G } t3 5 e'^I:"iF „ ^,1. I i JIeIC ER rti ATFINC -F•?F'DM IiFr! 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DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S):5.1 6��D Au Ed \X co Q 0 a)40 04- 0 'po 0) U.P. 1p 00/1" LAND N/F OF 695 A$ GEORGE MANOLANGAS ro Nav SHED UNDER -;-<� 0 ;D TREE HOUSE 10.9, "0'29.5 ... .......... ti ....................................... . ..................................... ...*................................ W.................................... SHOWER N:**111*11-11111-I I I I I I D ................................................. ...... ........................................... ....... ....... ................................................... ................................ 4 (01( ..... ........... ENCLOSED • ......................... Uj ................ PORCH .................. .............................. ........................................................... ............................................................ 04 0.1 .......... ..... . ... .......... . ............. �92 LAND NIF OF BEATE SWANSON 0 0(3 PIPE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. GARAGE 04-14-25 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA:18,799.92 Sq. Feet or 0.43 ACRES ELEVATION DATUM, NAVD88 — -------- UNAUTHORIZED ALTERARON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: WILLIAM BRENNEN; MAP OF: FILED: SITUATED AT. EAST MARION TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #224-121 SCALE: 1 "=30' DATE:APRIL 14, 2025 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 1 GFA 280-207 DISAPPROVAL N Req. : 2,876 MAX BASED ON BUILDABLE LAND EXISTING: 1,922 SQ.FT. Q =` PROPOSED: 2,831 SQ. FT. < 2,876 OK. EXIST. PROP. HOUSE 1,922 1,922 (AS EXISTING) SUNROOM - 130 (CONVERTED FROM EXIST. DECK) ADDITION - 779 (MUDROOM + GARAGE, NOT INCLUDING SINCE ORIGINALLY DESIGNED ROOF EDGE GARAGE ATTIC, NOT HABITABLE) GOES 4"+/- ABOVE SKY PLANE (§280-208) TOTAL 1,922 2,831 AMEND NORTHWEST PART OF GARAGE ROOF v TO LOWER 6" DOWN N U (D. 1 D. 1 .4 (D.2 NORTHWEST - N C �Ep A� LINE 1-A PROPERTY o o ' � Chi - cv AR<<2G NO ELEVATION Z CHANGE o a- \ I WHERE 06 FACING WALL m Q LL D2 o m 0 ag Q23; oho �n C� o • // 01 Att I//$t \Ir, U N Q� .CD E o U arage o o m C� — e —I III I I I I i iii iii iii iii iii ii I ii a mm � WALL D2 SHALL BE PARELLEL TO PROPERTY cu �0— Section Perpendicular to Northwest LINE o 1 Proert �L�ne -0 C I I , I PROJECT: 2x6 STUDS WALL studio a/b architects ZONING: EXTERIOR: SIDING ON WRB Addition to Brennen Residence ON 1/2" PLYWD SHEATHING D• C- D.2 24190 Main Road, Owner: William &Stacey Brennen ZONED: R40 REQ. EXISTING PROPOSED INTERIOR: STUDS EXPOSED, Orinet, NY 11957 1 �; / '�,, 1195729 Harding Street LOT AREA ............... * TYP. IN GARAGE 631 323 1426 12,500 .................18,798 ....... 18,798 (N/C, AS EXISTING) EXCEPT STAIRNAY PARTITION �." glynis@studioabarchitects.com Smithtown, NY 11787 BUILDABLE LAND ....................................... 16,207 ....... 16,207 (AS EXISTING) '�- A.09 Phone: . . . ........ . ��� o 9' e-mail: tearnsabb@optonline.net LOT WIDTH •••••••••••• *100 •••••••••••••••••••••8668 8668 N/C( � AS EXISTING) • � - � Proj.02 '� ��. Proj.02 mailing address: LOT DEPTH ............ 175 .......................231.38 ........231.38 (AS EXISTING) '� �'�r, �' o ��,, PO Box 444, orient, NY 11957 Proj.02 'O Pro 02 'o-, Site Address: FRONT YARD ......... **35 ...................... 102.E ..........69.00 j• o _ '�- •- _ :; _ . . j• o 1050 Trumans Path, 1 SIDE YARD .......... **10 ...................... 10.4 .......... 10.17 5 ,. ._., " 20'W T-6" H OVERHEAD 5 �. East Marion, NY 11939 ** GARAGE DOOR h" Tax Map#: 1000-31. - 12-5.1 2 SIDE YARDS ........ 25 ...................... 24.5 .......... 24.29 (N/C, AS EXISTING) REAR YARD ............ **35 ...................... 56.3 .......... 56.3 (AS EXISTING) o : ' �'o F \? c len .I t' architect: studio a/b architects BUILDING AREA ..... HOUSE 1 922 .......... 1 922 (AS EXISTING) - ''� ^° lqoo�'�� -�Q' D• 1 William & Stacey Brennen 24190 Main Street, PO Box 444 h h Q�j ,� Orient, NY 11957 DECKS 329 329 (AS EXISTING) : . N�ti site address: T: 631 323 1426 130 .......... 130 CONVERTED TO (D.5 �;� D.5 �;� Attic : tor ge �' 1050 Trumans Path, East Marion, NY 11939 e-mail: hideaki@studioabarchitei;ts.com SUNROOM Garage t� / tel: - UNI E•SS OTHERWISE NOTED, NO SUMMARY OF WORK PORCH 64 ..........64 (AS EXISTING) _ = = r - FI SHES, RAFTERS, STUDS, email: teamsabb@optonline.net THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: SHED 135 ......... DEMOLISHED 6' / /AND FLOOR SHEATHING tax ma EXPOSED p#. 1000-31. - 12-5.1 ADDITION ..........779 x ° 1. ADDITION OF AN ATTACHED GARAGEPARTITION,,-- TOTALO O 1.1 2-CAR GARAGE. 2,580 .........3,224 2X6 STUDS :,e�;? OTH,SIDES 5/8"GWB- 1.2 MUD ROOM CONNECTING GARAGE AND MAIN HOUSE. COVERAGE ............ 20% MAX. ........... 15.92% ...... 19.89% f_, ." , PAINTED,' ,-'. -': • ,• �0,/ `'� 1.3 NON FINISHED STORAGE ABOVE GARAGE. GFA ............ ............ 2,876 MAX ........... 1,922 .........2,831 ',� ,? o r'- �o, N6 HEIGHT IN FEET .... 35 MAX. ............... 12.6' +/. .....20.8' PROVIDE INSULATED 08- - %,, 2, '�., �- '.' 2. ADDITION OF AN SUNROOM ACCESS HATCH 2.1 CONVERT EXISTING SOUTHEAST DECK TO AN SUNROOM HEIGHT IN STORY ..2 1/2 MAX. ..... C. PYRAMID LAW ............................................................. COMPLY 3. ALL RELATED PLUMBING AND ELECTRICAL WORK NOTES: REQUIREMENT AS PER SCH. AA -' ** REQUIRED AS PER NONCONFORMING LOT 'o' + ,�,,,•; ,� �,' Prc-.02 / Prc-.02 D. MIIJd oom D. 1 .4 r ch + - C"' 'v - NEW ROOF ED bo -------------- FLUSH - _ CO A5 - EXISTING R F Mste.r_Bed roo - !� • - EXISTING D. .5 4 HOUSE D. 1 .5 B4 '';I: R• 25� __-- 2 Proj.02 2 Proj.02 MAIN ROAD �S N 10'-61, First Floor- Callout at attached Garage ,r: Co 01 Garage Second Floor Plan Co .01 I ( I• n 9 pY I 1/8 - 1 -0 1/8 1 -0 _ No. Description Date ' '.;•., RELOCATE WATER SERVICE LINE EXISTING EXCEPT EXISTING +" TO ALONG NORTH BOUNDARY. so DOOR AND WINDOW (NO SCOPE OF "' 'Y ON WORK) EAST WALL TO BE REMOVED EXISTING, EXCEPT ELECTRICAL OVERHEAD ENTRY SHALL BE 21 � L EXISTING PATCH WALL AND WINDOWS ON EAST FIRE HYDRANT �� REPLACED TO UNDERGROUND SERVICE S _10' DECK REPAINT WALL TO BE \,SS G ��'T REMOVED SOUTH OW TO UTILITY BE REPLACED WITH POLE \ SLIDING PATIO DOOR i LIL#7AWELL EXISTING l i CESSPOOL / �� NOT USED .V I I I I I I I I j l l l;;' t l 1 1 PI'. ......,.. - - .. �Q ,' ; 'I I, Livn..'Room _:_ .:-: - =Kitchen- - WINDOWS HERE TO BE REMOVED SHED TO BE /` - -W_ - _ _-w- _v ............. / -- DEMOLISHED / �� I � �1 I4!!o I I '''i' ' -- _-- ......_B2.2 .__._...__.._._. ___.___----....__ REPLACE WINDOW O WATER I i LIE. ._y......_ METER I - -=.. = = _ - WITH A PATIO DOOR UTILITY POLE , �� d'� I :=- :... ... ---�--- _--_-- - - LOCATE TO LEAVE �. LIL#7B TO BE REMOVED / STONE 8 DIRT \ �' /q2 �_�._���_ WALL AT ITS EAST SIDE / DRIVEWAY AS MUCH AS POSSIBLE ---...... ..:--.--- r.:..:.:... FENCE ___.......___...__...__._.-_.. . 16N0.5'E .�ir�tlr� =u.. ...............:. _._ ::i:_`: cc- nroom.:.-:.-i'r.r.. d PROP. 2-STORY >> I rnI ----- _.. ------.._..--- - - _ .... ..... .. ... . .. _----._.- ---.______._.._._..._. .. / - FRAMErn: --_.__._.:__..__:::__ - -_ -_ - ADDITION FOUND _..-- --- �' � PIPE � I I - : MINI SPLIT SYSTEM MULTI ZONE J \��\ I PROVIDE INSULATED EXTERIOR UNIT NO '�� �\ 2'-0" 6'- 1 112" 5'-3" �Q e ? :o r. Q �\ - ACCESS HATCH d -� 1 ` 16 10' �\O t \11101�' " 4 i / EXISTING TREE TO BE CUT40J3 13'-4 1/4"+/ WELL , 011 � t' _. EXISTING DOOR AND WINDOW TO PROP. �j " ° EXISTING TREE TO REMAIN CONVERSION BE REMOVED Proj.02 FROM DECK TO SUNROOM f `r �,<�,�::•����'. ,®` P�CHlTEc.� ON THE SAMEPR'I�ZU/lj� n First Floor - Callout at Sunroom Cop 01 FOOTPRINT / „ _ , „ y co w o Q / WELL 1/8 - 1 -0 ,gipcc C7F �� f " , Uj EXISTING CO • • `! 1 STORY II( I` PROP. H2O HEAVY DUTY T E OF l j ll' FRAMED HOUSE .o' / 8' DIA. 4' DEEP STORMWATER RETENTION LP WITH GRATE IYIII a / / PROP. WASTEWATER CONNECTION O LP / J 1. �' EXISTIN SEPTIC TA K OI _ # 16.4 L�J CESSPOOL 20.3 co ('I p \\ ?O P A G SITE PLAN IS BASED ON SURVEY PROJECT . NO LAND SURVEYORBrennen I 9, BY JOSEPH A INGEG Residence � oo �. ,2 � PHONE 631 727 2090 ® STEPS wo wooD 1380 ROANOKE AVENUE � RIVERHEAD, NEWYORK 11901 ,',,'` j TN LATEST DATED OCTOBER 19, 2001 Bldg Dept copy from 7.8A °e ® 010 / Final rAViak'ed documents '• '' 28A Pile ti do Site Plan Floor Plans lol- 2 FOUND PIPE � 2p, 19, o Project number 22015 -Y°28,0 Date 6/7/2023 A O 'w �88. E' Drawn by HA � / y a 0., Checked by GB � 1 Site Plan Co 01 roj . ® 1 Co PY 1" = 20'-0" N t� N Scale As indicated studio a/b architects 24190 Main Road, Orinet, NY 11957 B 1 62.2 63 64 NEW ROOF NEW FASCIA 1X12 CEDAR STAINED 631 3231426 ASPHALT SHINGLES glynis@studioabarchitects.com STYLE AND COLOR TO NEW WALL NEW ROOF NEW WALL MATCH EXISTING REPLACE ROOF WITH NEW WALL TO EXISTING ROOF MATCH MATCH MATCH mailing address: LOWER SLOPE ROOF MATCH EXISTING EXISTING, TYP. EXISTING, Al A2 A3 A5 PO Box 444, Orient, NY 11957 MATCH SLOPE TO EXISTING EXISTING TYP. (MAIN ROOF EXISTING EXI TING PROP. ROOF client: ASPHALT u = SHINGLES + F- T zo W I , William & Stacey Brennen w I I �� r o N o site address: N = NEW ROOF _ Additio 1050 Trumans Path, East Marion, NY 11939 F _ n Second tel: - "` .' _ - - _ --- I z N = - — _ Floor abb@optonline.net --- F- 1 10 11 email: teamsabb@optonline.net : - c� : tax map# 1000 31 12 5.1 : z - - �, ,•, .' � __ ... _.._..: ' _ a NEW WALL x _...._............ ° I co First Floor d ❑ z ❑ N L --- _ 1/2" _ LLULLI� L0t Floor 1' -10 1/2"= _ � 2 Z i w LTRIM TO MATCH EXISTING TYP. ----------------------------------------- EXISTING i NEW WALL SIDING TO MATCH EXISTING Y---=-=---Z --- _-----_-_--____---_-__-_--- --- -=-==-_______--_--__--_____----___-_-__-----_� WALL NEW TRIM TO MATCH EXISTING WALL EXISTING WINDOWS TO BE REMOVED EXISTING, TYP. PATCH WALL TO MATCH EXISTING EXISTING FOUNDATION WALL PROP. FOUNDATION WALL EXISTING FOUNDATION WALL PROP. FOUNDATION WALL n South Elevation Copy .01 1/8" = 1'-0" n East Elevation Copy .01 1/8" = 1'-011 D.5 (C.2 D. 1 D.2 E EXISTING NEW ROOF I NEW EXISTING NEW —� No. Description Date : MATCH SUNROOM NEW SUNROOM REMOVE EXISTING WINDOWS EXISTING, WALL PATCH WALL TO MATCH TYP. w w 0 NEW LOW SLOPE ROOF = w Addition Second = Addition Second f _ Floor w Floor _j N _ �s 31' - 10 112" T - 31 - 10 1/2 cn,N z = --- - ------ .1 _. r1 1 r iZ. .. 0 1 C � I 1. E c Ln i _-.:. First Floor W — — ,..._..... -.---.. .....,.L,......_._._...,.._-- - -- - — — — First Floor -------r" N EW WALL i ______ _____----------_______ --------------------_______________ ------- -------- ------------------------------- - - ----- ---- ------- ------- -------- ------------------------------- ------- -________________-_ - ------------------------- -- ----- ----------------------------- �- EXISTING NEW EXISTING FOUNDATIOM WALL NEW FOUNDATIOM WALL NEW EXISTING NEW FOUNDATIOM WALL FOUNDATION FOUNDATION WALL WALL FOUNDATIOM FOUNDATIOM I WALL WALL I - 4 North Elevation Co .01 Southeast Elevation Copy 1 Copy 1 1/8" - 1'-0" py 1/ - 8 1 (C.2 D.5 p,RCHI; P IIZ r`�1 w ay_:, - rr ao 02'3 �S � s TE OF 0 I i c Addition Second _ Floor 31' - 10 1/2" -.._.._.. .... ....._............ _.._. ..................._ ' _ .. ... : 1 ____ - - - PROJECT J; First Floor _ _ _ Y : 1' - 10 1/2" - 4- 2 .. ... _ . .�._... _. _. _ __ .._ __. �..�..__ Brennen Residence -- - - --- NEW FOUNDATION WALL EXISTING FOUNDATION WALL Elevations n West Elevation Copy .01 FZ5A -011 ete' -7g3 Project number 22015 Date 6/7/2023 Drawn by HA a Checked by GB I' M P roj . 02 N Scale 1/8" = 1'-0" Generated by REScheck-Web Software Compliance Certificate Project Brennen Residence Mudroom Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1050 Trumans Path William Brennen Hideaki Ariizumi East Marion, NY 11939 29 Harding Street studio a/b architects Smithtown, NY 11787 24190 Main Road teamsabb@optonline.net Orient, New York 11957 6313231426 hideaki@studioabarchitects.com Compliance: Passes using UA trade-off Compliance: 10.2%Better Than Code Maximum UA: 49 Your UA: 44 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 134 49.0 0.0 0.022 0.026 3 3 Wall D1:Wood Frame, 16" o.c. 21 23.0 0.0 0.055 0.060 0 0 Orientation: Left side Door: Solid Door(under 50%glazing) 17 0.170 0.320 3 5 Orientation: Left side Wall D5:Wood Frame, 16" o.c. 89 23.0 0.0 0.055 0.060 4 4 Orientation: Front Door: Solid Door(under 50%glazing) 17 0.170 0.320 3 5 Orientation: Front Wall D1.4:Wood Frame, 16"D.C. 69 23.0 0.0 0.055 0.060 3 4 Orientation: Right side Window 2:Wood Frame SHGC: 0.31 8 0.290 0.320 2 3 Orientation: Right side Wall D1.5:Wood Frame, 16"o.c. 118 23.0 0.0 0.055 0.060 6 6 Orientation: Right side Window 2.2:Wood Frame SHGC: 0.31 16 0.290 0.320 5 5 Orientation: Right side Project Title: Brennen Residence Mudroom Report date: 01/08/24 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 64:Wood Frame, 16"o.c. 56 23.0 0.0 0.055 0.060 3 3 Orientation: Unspecified Window 2:Wood Frame SHGC: 0.31 8 0.290 0.320 2 3 Orientation: Unspecified Crawl Space Wall: Solid Concrete or Masonry Orientation: Unspecified Wall height: 3.0' 138 10.0 10.0 0.074 0.059 10 8 Depth below grade: 2.5' Insulation depth: 3.0' 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 requirements listed in the REScheck Inspection Checklist. Hideaki Adizumi, architect 1/8/2024 Name-Title Signature Date Project Title: Brennen Residence Mudroom Report date: 01/08/24 Data filename: Page 2 of 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��O�"SQ(Jryol 53095 Main Road•P.O.Box 1179 Patricia Acampora Q Southold;NY 11971-0959 Eric;Dantest Office Location: Robert Lehnert,Jr. Se Town Annex/First Floor • OQ Nicholas Planamento 54375 Main Road(atYoungs Avenue) ^�� OIC��N�Nov Southold,NY 11971 http://soutlioldtownny.gov _ ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ��l October 25,2023 Tel. (631)765-1809 L.J % NOV 2 2023 Hideaki Ariizumi - P.O.Box 444 Orient,NY 11957 RE: ZBA Appeal#7837,Brennan 1050 Trumans Path,East Marion SCTM No. 1000-31-12-5.1 Dear Mr.Ariizumi; Transmitted for your records are copies of the Board's October 19,2023,Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk regarding the above variance ap lications. Before commencing any construction activities,a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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 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 C-rtiBeate•ef Occdpancy nullify the approved,v ariante relic;.and require a nev:variance application with public hearing before the Board of Appeals •If you have any questions,please call the office. Sincerely . C� ' Kim E.Fuentes Board Assistant Encl. cc: Building Department studio a/b architects (D. 1 D. 1 .4 (D.2 24190 Main Road, NORTHWEST Orinet, NY 11957 BOUNDARY 631 3231426 LINE glynis@studioabarchitects.com AP A VED AS NOTED mailing address: PO Box 444, Orient, NY 11957 DATOBULDING B.P.# FEEBY. AL- OQO NOTDEPARTMENTAT client: 631-765-1802 8AM TO 4PM FOR THE \� FOLLOWING INSPECTIONS: William Stacey Brennen / Atti /Sto ge / 1. FOUNDATION-TWO REQUIRED SITE PLAN IS BASED ON SURVEY FOR POURED CONCRETE site address: BY JOSEPH A. INGEGNO LAND SURVEYOR 2. ROUGH-FRAMING&PLUMBING 1050 Trumans Path, East Marion, NY 11939 PHONE S. INSULATION tel: - 1380 ROANOKE AVENUE 4. FINAL-CONSTRUCTION MUST email: teamsabb@optonline.net RIVERHEAD, NEW YORK 11901 BE COMPLETE FOR C.O. tax map#: 1000-31.- 12-5.1 LATEST DATED OCTOBER 19,2001 o ALL CONSTRUCTION SHALL MEET THE SURVEY OF PROPERTY Garage REQUIREMENTS OF THE CODES OF NEW SITUATED AT EAST MARION YORK STATE. NOT RESPONSIBLE FOR � TOWN OF SOUTHOLD � I DESIGN OR CONSTRUCTON ERRORS SUFFOLK COUNTY, NEW YORK - PLUN► SC.TAX No, 1000-31-12-5.1 _ _ � �EF3 CERTIFICATION APRIL X 2001 - - I - I I - COMPLY WITH ALL CODES OF ON LEAD CONTENT BEFORE OCTOBER 19,2001 ADDED PROPOSED ADDITION -I -_- As REQ�l K S AND CONDITIONS 0 - CERTI1ICATE OF OCCUPANCY (THE PREVIOUS ADDITION, NOT THIS PROPOSAL) - - AREA= 18,798.09 sq.ft. 25) - I I SOI�HOLD TOWN ZBA ,Spt,DER USED IN WATER 0.432 ac. MA'IN ROAD (S.R __ - - - AlL_ _ 0 I I I =I = T0�^JN PLA NING BO D SUPPLY tis0 OF 1 SYSTEM CANNOT CERTIFIED TO: _ - _ III I III III III III IIIIII-III III BE PARELLEL -III I EXCEED WILLIAM BRENNEN TO SOUTH TOWN PATRICIA BRENNEN Section Perpendicular to Northwest Property BOUNDARY HP� DO NOT PROCEED WITH NOTES: s Line T,� ,URVEY. _FRAMIh�G UN n, 2 1/8" = 1'-0" 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 's &.-FOUNDATION LOCATIOCJ (ADD 1'TO OBTAIN '88 DATUM) x. HAS BEEN APPROVED. ? EXISTING ELEVATIONS ARE SOWN THUS: 5_0 2. FLOOD ZONE INFORMATION TAKEN FROM: 4 FLOOD INSURANCE RAT MAP no. 36103CO064 G OCCUPANCY ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N USE IS UNLAWFUL ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR ' r FLOODPLAIN '.�': ITI" OUT CERTIFICATL Must providle Manuals ., OF OCCUPANCY n, J and s as per 36 MINIMUM 2 x 2 NYS Energy Code FENCE POST --- - WOVEN WIRE FENCE " RETAIN STOR111 WATER RUNOFF Sao (6 x 6 - 10/10 WWF) z PURSUANT TO CI-11'SH'TER 236 RELOCATE WATER SERVICE LINE x v FILTER CLOTH OF THE TOWN CCCE• TO ALONG NORTH BOUNDARY, MAX. C.to m e�•� C. Z F S��pE tiw No. Description Date �'LU!V!31NG 1 Revision 1 11/4/2023 GRADE �� G t.l l p; �, �'f;'r,�a7F 2 Revision 2 11/30/2023 ELECTRICAL OVERHEAD ENTRY SHALL BE 4 J ,� u EMBED FILTER CLOTH RgpF 1 '/; '?;- �; 1F�C? FIRE HYDRANT L / 4 _L� �� -•; r- ; REPLACED TO UNDERGROUND SERVICE �� '9�,9� S '� '� '� -6"MIN. MIN. 6 INTO GROUND . So � � � � fiE$TItvG �:�� vnG GGYr+RIN.�`�±' S �' / 4" ; ��` / UTILITY POLE �o ��.0 � MAXIMUM DRAINAGE AREA (0• �/ / �C` LIL#7A \ �j 1/2 ACRE / 100 LINEAR FEET ELECTRICAL. INSPECTION REOU11RED �- CESSPOOL /// i�`�� Nor USED) \ � 2 PERSPECTIVE SECTION Fa E CTIVE VIEW TYPICAL SILT FENCE SEC N DETAIL SHED TO BE .W. _ - _ -w- c`�0T \ \ DEMOLISHED A.01 ��� �/o� WATER\ ��90 /// METER �� Stormwater Management Typical Sllt Fence UTILITY POLE \ o Details Co 1 LIL#7B TO BE REMOVED 's' / STONE&DIRT \ 0' 'C/3 2 A 1 / ,/ DRIVEWAY d EXISTING TREE TO BE CUT N.T.S. - 172 0 FENCE \ PROP.2-STORY ^ v; , 1.6N 0 5'E FRAME / �° Zip All exterior '� ff r \� ADDITIONI ' �/// �`\y /� // FOUND Y 4 lilS , l PIPE MINI SPLIT SYSTEM MULTI ZONE �� // ► * 4"GRAVEL,OR FINISHED GRADE tficCode \ EXTERIOR UNIT '� �� / ( , �� "� PRECAST Q CONCRETE CAP 8 THICK REINFORCED EXISTING TREE TO REMAIN CONCRETE H2O TRAFFIC 24"DIAMETER H2O 6"THICK PRECAST WELL ,� �� 0� ;� / I �h\ /� tip' ' // BEARING SLAB HEAVY DUTY CONCRETE SLAB. P % CAST IRON INLET \ PROP. Cj� 6 'Os., �' -� PROP. H2O HEAVY DUTY V DIA.4' DEEP GRADE Blower door CONVERSION GRATE& FRAME J_r' '// { N .' �- / .% STORMWATER RETENTION LP WITH GRATE 2 � � J,_ J� N and ductwork FROM DECK TO ' �' / ' ' 4" , CLASS 2400 TRAFFIC BEARING z - / / testingrequire SUNROOM / / �10.5' ,' i / DRAINAGE PIPE FROM GUTTER LEADER, ON THE SAME //` 1/4"PER 12"MIN. SLOPE - \ PRECAST CONCRETE _ FOOTPRINT / a``r / N CHIMNEY �° T-� PITCH 1/4"PER FOOT, MIN. I 1: I &CLEAN GRAVEL o I I 4 CLASS 2400 TRAFFIC r - D® ® ® ® ® o•ao z I - REDA =1 I ®® ® ® ® ® '��` a° BEARING DRAINAGE PIPE. /' ® I FILL �E / EXISTING 5 �� WELL 1/4 PER 12 MIN.SLOPE �I Z ba o osb- INLET:4" I �5 p,K1 ANii 1 STORY I ��� D 12 ® Co oao I TYP. DIAMETER 4' DIA. PRECAST Z 2% FRAMED HOUSE W - _ G lj ° / IJT�-1 q8 I ®® ® ® ® ��Q PRECAST CONCRETE CLASS 2400 - IIIIICONCRETE / -- PIPE CLEAN - u111- LEACHING RING,a - - �_ LEACHING RING. I & oo.000�oOebo; -�IIII _ SAND TYP. N� GRAVEL. 0 '1 \ °ag8b� cao / FILTER FABRIC WRAP �- - -� q 2376 C PROP.WASTEWATER CONNECTION db�::o a , g -I- FILTER FABRIC I 4 " 0 2'-0" 8'-0" DIA. 2'-0" WRAP F E EXISTIN // �/- ii 4' DIA. e ,fig ILA SEPTIC TA K� �. A cEssPooL _ MIN. _ _ _ MIN. IN THE EVENT POOR 2'-0"MIN. 2'-0" MIN. 13 2U / ,_A GROUND WAT LEACHING MATERIAL IS GROUND V/ATER �' �+' ENCOUNTERED, OR Q EXCAVATION IS TO BE o 1' 9' G �O !''� LP IN FRONT YARD: H2O W/GRATE TO GRADE CONTINUED TO SUITABLE LP IN SIDE YARD , _ �(i �G MATERIAL AND o STEP ° WOOD Q - `C�� �G BACKFILLED W/CLEAN STEPS 1 / �Q �v� SAND&GRAVEL FILL. 0�� A Stormwater Management RETENSION LP PROJECT / 'C_ � 1 4 icallDOtail Brennen Residence \ O ^ 0', o PROP.4' DIA. X DEEP STORMWATER RETENTION LP SITE DRAINAGE NOTES: 4"DRAINAGE PIPE FROM GUTTER LEADER, STORMWATER RETENTION CALCULATIONS: � 72 F u y' 1/4"PER 12" MIN. SLOPE c 1.All Below Grade Drainage Pipe shall be 4"Diameter Class 2400 Pipe. `99,�6''� ° P 2.All Pipe Connections shall provide for Water Tight seals to prevent leakage. ADDITION ROOF: 780 SQ.FT. � 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a 780 SQ.FT.X 2 INCH/hr RAIN =130 CUFT Site Plan p� combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. USE 8' DIA. POOL WITH 130 CUFT/42.24 CUFTNF=3.08 42VF REQUIRED CUFTNF O4j PROP. SILT FENCE 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. p 5.All Class 2400 Pipe connections,where required, shall be fully grouted to Precast USE (1)-LEACHING POOL,8 FT CIA.,4 FT DEEP ] N �O 191,0• Concrete Leaching Rings with Concrete Mortar. SUNROOM ROOF: 218 SQ.FT. 6.All Leaching Pools shall have Cast Iron Grate&Frames to Final Grade or Finished O 218 SQ.FT.X 2 INCH/hr RAIN=36.34 CUFT 28,E Paved Surface. USE 4' DIA. POOL WITH 8.73 CUFTNF •88, 6 7. Leaching pools shall be precast concrete cement structures as manufactured by suffolk --- = �-'--3•:��k� 36.34 CUFT/8.73 CUFT/VF=4.17 VF REQUIRED •,� -,,. rga-nr"41 10146 recast Inc. ore uivalent. USE(1)-LEACHING POOL 4 FT DIA., 5 FT DEEP �` = 1 22015 p q Pro ect number8.All concrete cement used in the manufacturing of precast structures shall develop a NON-TURF BUFFER AREA 10' LANDWARD OF TOP OF BANK minimum compressive strength of 4,000 P.S.I. in 28 days. Date 6/7/2023 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor �ZQZ - 3 leaching material is encountered, excavation is to be continued to suitable material and Drawn by HA NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK backfilled as detailed. Checked by GB 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall be protected as directed b the Architect with fences barricades and other approved r ' p Y pp y c_ eJ �a ,lc:t<�fc ..j ao Site plan methods. No direct payment will be made. A . 01 20'-0" 11. Invert elevations may be adjusted in the field to meet field conditions. N Scale As indicated a I PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Brennen Residence - -� THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /18 T.01 TITLE SHEET � � ', �-� i � `�� � 24190 Main Road EACH DRAWINGS. I Orin 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /18 A.01 Site 957 Plan 631 etet,, NY Y 11 11 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS,STATUTES,ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 3 /18 A.02 Demolition Plan, Wall Types 26 Owner: (� - 7 P023 glynis@studioabarchitects.com THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /18 A.03 Floor Plans William & Stacey Brennen NYS EXISTING BUILDING CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /18 A.04 Elevations 1 and Exterior Finish Schedule mailing address: 1195729 Harding Street NYS ENERGY CONSERVATION CONSTRUCTION CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 6 / 18 A.05 Elevations 2 NYS FIRE CODE ABOVE. PO Box 444, Orient, NY 11957 = Smithtown, NY 11787 NYS PLUMBING CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /18 A.06 Elevations 3 `. u Phone: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /18 A.07 Building Sections 1 e-mail: teamsabb@optonline.net TOWN OF SOUTHOLD REGULATIONS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 /18 A.08 Building Sections 2 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /18 A.09 Building Sections 3 client: THE REGULATING AGENCIES. 11 /18 A.10 Schedules Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY William & Stacey Brennen SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR WITH ONE OF THE FOLLOWING: 12 /18 A.11 Typical Thermal Protection Details 1050 Trumans Path, East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /18 S.01 Structural Notes site address: AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 14 /18 S.02 Typical Structural Details 1050 Tru mans Path, East Marion, NY 11939 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 / 18 S.03 Foundation Layout, First Floor Decking Layouts tel: - 1000-31.- 12-5.1 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. TOWN BUILDING DEPARTMENT 16 /18 S.04 Second Floor, Roof Decking Layouts email: teamsabb@optonline.net R 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 /18 P. Plumbing Layout tax map#: 1000-3l.- 12- 5.1 architect: SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 / 18 E.01 Electrical Layout studio a/b architectsNOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH PRIOR TO PREPARING THE DRAWINGS. THE BUILDING CODE. 651 WEST MAIN STREET 6. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF RIVERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION T:631 591 2402 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". R302.9 (NYS RESIDENTIAL CODE). F:631 323 1426 7. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS e-mail: glynis@studioabarchitects.com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE RESIDENTIAL CODE)]SECTION 807(NYS BUILDIG CODE). QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 8 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL ENSURE SAFETY OF OPERATION. FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ZONED: R40 ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE REQ. AA) EXISTING PROPOSED (**NONCCONON FORMING LOT) FOLLOWING CONDITIONS: LOT AREA ........................... *12,500 ................................. 18,798 .......................... 18,798 (N/C,AS EXISTING) a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO BUILDABLE LAND ............................................................... 16,207 .......................... 16,207 (AS EXISTING) PERFORM THE CONTRACT WORK. LOT WIDTH ......................... *100 ...................................... 86.68 ............................ 86.68 (N/C, AS EXISTING) b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. LOT DEPTH ......................... 175 ........................................231.38 ........................... 231.38 (AS EXISTING) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FRONT YARD...................... **35 ....................................... 102.6 ............................. 69.00 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 1 SIDE YARD ....................... **10 ....................................... 10.4 .............................. 10.17 ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 2 SIDE YARDS ..................... **25 ....................................... 24.5 .............................. 24.29 (N/C,AS EXISTING) 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE REAR YARD .........................**35 ........................................56.3 .............................. 56.3 (AS EXISTING) CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY LIVABLE FLOOR AREA.......850 MIN. .............. CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN BUILDING AREA.................. HOUSE 1,922 .............................. 1,922 (AS EXISTING) SPECIFIED OR INDICATED. DECKS 329 .............................. 329 (AS EXISTING) 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 130 .... SUNROOM...... 130 'WINDOW NOTES: SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE PORCH 64 .............................. 64 (AS EXISTING) No. Description Date STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR 1 SHED 135 .............................. DEMOLISHED 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. 1 Revision 1 11/4/2023 ADDITION ...I.......................... 779 DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 2 Revision 2 11/30/2023 APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, TOTAL 2,580 ............................. 3,224 REGULATIONS, NBFU AND UTILITY CODES OSHA CODES AND NYS BUILDING CODES. COVERAGE ........................ 20%MAX. ............................ 15.92% .......................... 19.89% 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS GFA .................................... 2,876 MAX............................ 1,922 ............................. 2,831 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406. PER SPECIFICATIONS. HOUSE 1,922 .............................. 1,922 (AS EXISTING) 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. SUNROOM - ..............................130 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ADDITION 779 STOOLS. ARE SHOWN AS NOMINAL SIZE. 1 TOTAL 1,922 ............................. 2,831 ., HEIGHT IN FEET .............:... 35 MAX. ................................ 12.6' +1. ......................... 20.8' �. 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, HEIGHT IN STORY ' 2.1/2 MAX. ............................ 1 2 PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. DOOR NOTES: PYRAMID LAW ................... 10+45deg'....................................................................... See ?raing\ 15. PROVIDE GUARDS, RAILS, FENCES,CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS Al .1....ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC). AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY CODE�CO M P L IAN C E: SUMMARY OF WORK UNAUTHORIZED PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY a L) Use(s)and Occupancy Classification(s):Single Family Residence THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 2.) Height and Fire Area: 21.3',2 stories; Fire Area n/a +: ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 3.) Type of Constructibn.:.Type VB,2x4(as existing) and 2x6 (addition)platform construction 4. Structural Design criteria: .Engineered. OTHER NOTES: ' 1.ADDITION OF AN ATTACHED GARAGE '- .. ) 9 1.1 2-CAR GARAGE. 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 5.) Framing elements: See Structural Drawings 1.2 MUD ROOM CONNECTING GARAGE AND MAIN HOUSE. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 6.) Design load calculations: See Structural Drawings 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, STRUCTURAL PANELS,AND STEEL NOTES AND NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 7.) Glazing protection: Required(Wind Speed 130 mile zone; 0.3 mile <1 mile to coast line TESTS. 1.3 NON FINISHED STORAGE ABOVE GARAGE. Provide Hurricane resistant rated windows and/or protection panels,as per Window and Door Schedule 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. 2.ADDITION OF AN SUNROOM 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 8.) Load paths from roof to foundation: See Structural Drawings 3. SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS 2.1 CONVERT EXISTING SOUTHEAST DECK TO AN SUNROOM 9.) Nailing and/or connection schedule,framing details: See Structural Drawings 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 10.)Means of Egress(R310 Emergency Escape & Rescue Openings): N/A, No bedrooms to be added 3.ALL RELATED PLUMBING AND ELECTRICAL WORK CONTRACT DOCUMENTS. 11.)Plumbing riser diagram: new fixtures to be connected to the existing vent ABBREVIATIONS: 12.)Location of fire protection equipment,i.e.smoke alarm: See Electrical Drawings 21. COPYRIGHT @2023, STUDIO A/B ARCHITECTS 13.)Truss design drawings with certification:n/a AFF ABOVE FINISHED FLOOR INSUL. INSULATION THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 14.)Energy calculations from design professional:n/a (Prescriptive) ALUM. ALUMINUM INT. INTERIOR THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY & AND L.F. LINEAR FOOT MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, APPROX. APPROXIMATELY L.P. LOW POINT PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. OTHER REGULATORY REQUIREMENTS: ARCH. ARCHITECT MAT. MATERIAL 2 @ AT MAX. MAXIMUM Health Department: Not Required No bedrooms will be added BLD'G BUILDING MECH. MECHANICAL DEC: Not Required Work area is behind more than 10'bluff B.O. BOTTOM OF MEMB. MEMBRANE 22 C.I. CAST IRON MIN. MINIMUM CONTROLLED INSPECTIONS. Board of Trustee: Permit awarded Converting existing deck to Sunroom is in 100 feet from wetland CL CENTER LINE MTD. MOUNTED Planning Board: Not Required CLG. CEILING MTL METAL CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE ZBA: Approved Existing Nonconformance on Both side YARDS requirement p ARCh`7T SOUTHOLD BUILDING DEPARTMENT FLOOD ZONE: X CLO. CLOSET N.I.C. NOT IN CONTRACT Q•� �� ARI CMU CONCRETE MASONRY UNIT NO. NUMBER P�\ THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT COL. COLUMN NOM. NOMINAL CONC. CONCRETE NTS. NOT TO SCALE W LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. i� CONT. CONTINUOUS PLY PLYWOOD C.J. CONTROL JOINT O.C. ON CENTER -fit O� SITE SAFETY AND PROTECTION NOTES: LOCATION MAP: COR. CORRIDOR R RADIUS s 023-10� ., CU.FT. CUBIC FEET RAIL'G RAILING �,9 � CU.YD. CUBIC YARD REINF. REINFORCING F N 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DET DETAIL R.D. ROOF DRAIN JURISDICTIONAL AND OSHA REQUIREMENTS. PROJECT SITE DIA. DIAMETER REQD. REQUIRED 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DIM. DIMENSION RM ROOMDIM DIMMER SF SQUARE FEET FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL ; DR. DOOR SIM. SIMILAR INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION DWG DRAWING SPEC. SPECIFICATION PROCESS. *, E.J. EXPANSION JOINT S.S. STAINLESS STEEL ELEV. ELEVATION STD. STANDARD r� 5 ELEC. ELECTRIC STL. STEEL PROJECT ENT. ENTRY TBD TBE DETERMINED Brennen Residence EQ. EQUAL TEL. TELEPHONE ,} EQUIP. EQUIPMENT TH. THICKNESS ERV ENERGY RECOVERY VENTILATION T.O. TOP OF a t i 'J 3^r EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD FIN. FINISH OR FINISHED W WIDTH FL. FLOOR W/ WITH ` FLASH'G FLASHING WD WOOD TITLE SHEET OPTIONS F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER MakFT FEET WWF WELDED WIRE FABLIC THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR La�e GA GAUGE SUBTRACTING FROM THE BID PRICE FOR EACH ITEM.THE OWNER WILL DECIDE FINAL INCLUSION OR NOT .! GALV. GALVANIZED IN CONTRACT. G.C. GENERAL CONTRACTOR GL. GLASS (NO OPTION IS SPECIFIED) + GWB GYPSUM WALL BOARD H OR HT HEIGHT �; H.P. HIGH POINT Project number 2201 tea roe HRDWD HARDWOOD Lake HRV HEAT RECOVERY VENTILATION Date 6/7/2023 HVAC HEATING VENTILATING AND V.i� s � AIR CONDITIONING Drawn by HA HORZ. HORIZONTAL Checked by GB rn O V T . 01 M N O N Scale As indicated studio a/b architects (D. 1 D. 1 .4 (D.2 24190 Main Road, NORTHWEST Orinet, NY 11957 BOU631 3231426 A'9 LLINENDARY glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 N,' ° 0, client: I,Sto �ge William & Stacey Brennen site address: SITE PLAN IS BASED ON SURVEY 1050 Trumans Path, East Marion, NY 11939 BY JOSEPH A. INGEGNO LAND SURVEYOR tel: - PHONE 631 727 2090 � emal : teamsabb@optonline.net 1380 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 ax map LATEST DATED OCTOBER 19,2001 arage o SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD I 1 11 11 TTI , iffiRii.T111 SUFFOLK COUNTY, NEW YORK - SC. TAX No. 1000-31-12-5.1 APRIL 24, 2001 OCTOBER 19,2001 ADDED PROPOSED ADDITION (THE PREVIOUS.ADDITION, NOT THIS PROPOSAL) I EEI I 1E 1E _ 1_77 - AREA= 18,798.09 sq.ft. R 25) - S - 0.432 ac. MAIN ROAD 1 - III I I I IIIIIIIIIIIIIIIIII-III -*AL AL I-III I CERTIFIED TO: BE PARELLEL WILLIAM BRE:NNEN _ Section Perpendicular t0 Northwest Property TO BOUNDARY PATRICIA BR.ENNEN Line NOTES: 2 1/8" = 1'-0" s's`- 1. ELEVATIONS;ARE REFERENCED TO N.G.V.D. 1929 DATUM k, (ADD 1'TO OBTAIN '88 DATUM) EXISTING ELEVATIONS ARE SOWN THUS: 5_0 2. FLOOD ZONE INFORMATION TAKEN FROM-. FLOOD INSURANCE RAT MAP no. 36103CO064 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N__ ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN I = 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE- (6x6 - 10/10 WWF) _ RELOCATE WATER SERVICE LINEs,o v FILTER CLOTH TO ALONG NORTH BOUNDARY. % 18'-0"MAX. C.to C, UM g� N No. Description Date CU. OpE 1 Revision 1 11/4/2023 GRADE z i� 2 Revision 2 11/30/2023 ELECTRICAL OVERHEAD ENTRY SHALL BE FIRE HYDRANT J u EMBED FILTER CLOTH GRADE L j ,� ,� _U. MIN. 6" INTO GROUND ? S' '9 � -6"MIN. REPLACED TO UNDERGROUND SERVICE ? / _ -9,G 1 , J „ - S V T a� 4� NOTE: UTILITY 'Pool F EA POLLIL A \ O 1!2 ACRE /AXIMUM D100 LINEARRAINAGE FEETWELLs cEssPooL /// ,%�`�� NOT USED) \�Fa •v PERSPECTIVE VIEW TYPICAL SILT FENCE SECTION DETAIL SHED TO BE / iiia- w - - -"-W_ \!�o� DEMOLISHEDA.01 «/ ,�o� WATER �oqo / METERStormwater Management Typical Silt Fence UTILITY POLE &OO� 3 Details Co 1 LIL#76 2 TO BE REMOVED '4' / STONE&DIRT A.1 //� �� DRIVEWAY a EXISTING TREE TO BE CUT N.T.S. FENCE PROP.2-STORY 'O�; , 1.s'N o.SE FRAME / �� �� % `-Z 21.E ADDITION FOUND//// �\y i � PIPE MINI SPLIT SYSTEM MULTI ZONE ` ,\ // �►�`'� 4" GRAVEL,OR FINISHED GRADE PRECAST EXTERIOR UNIT �` '� Q �e I 1 / �l, \ CONCRETE CAP \Q��� 8"THICK REINFORCED „ v .. t 24 DIAMETER H2O 6 THICK PRECAST WELL ����OQ�� / li O ` y0 /�� ��� EXISTING TREE TO REMAIN BEARING SLAB CONCRETE H20TRAFFIC HEAVY DUTY CONCRETE SLAB. CAST IRON INLET z GRADE PROP. Cj M PROP. H2O HEAVY DUTY 8'DIA. 4'DEEP GRATE& FRAME CONVERSION / i N �� // .. % STORMWATER RETENTION LP WITH GRATE , - - - FROM DECK TO 4" , CLASS 2400 TRAFFIC BEARING z -- SUNROOM j/ o , 16.5 CO � DRAINAGE PIPE FROM GUTTER LEADER, / PRECAST CONCRETE \ // G��/ 1/4 PER 12 MIN. SLOPE ON THE SAME N FOOTPRINT ' ��, / o CHIMNEY �n i PITCH 114"PER FOOT, MIN. I i CLEAN SAND ,// po`� 80 4 , CLASS 2400 TRAFFIC &GRAVEL 7 I r ���• _ BEARING DRAINAGE PIPE. ® � -_ FILL INLET:4 'h _ / 5�0 - ®® ® ® ® ® 1/4"PER 12"MIN. SLOPE, / - = WELL � I o�o Q ro°9bo o4b- J ' _- -= EXISTING / � ���� 8� d� ®® ® ® ® ,oao°o°0. I� ��= M -� � ® i 1 STORY I a ®��1 ® ® ® 0. TYP. DIAMETER _ 4' DIA. PRECAST R ' I FRAMED HOUSE' o' / °° "°' I °° CLASS 2400 = CONCRETE ''` oP - PRECAST CONCRETE Iui = cFe Y 6pbaV°a PIPE CLEAN---- �= LEACHING RING L>: g O 1 • ------- --- - LEACHING RING. _� / \ /. - SAND& _� TYP. - 00086 000 �°� v 04• o o° .. ° b �� ° q4•° . GRAVEL r• o Z / 08 s �Il',I z \ 0°0'43oodo oao / FILTER FABRIC WRAP - �- --�-- -� FILTER FABRIC 023 b, PROP.WASTEWATER CONNECTION I I,III o / \ WRAP T F b 2'-0" - - - 8,-0" DIA. 2'-0" 4' DIA. , . LP /,' l 1 \ I z0 ' F. L. 1.$ EXISTIN /: N01101 101 SEPTIC TA I� / MIN. MIN. IN THE EVENT POOR 2'-0"MIN. 2'-0"MIN. 0 13 24 ��� / ��' cEssPooL - - - - - - - LEACHING MATERIAL IS GROUND WAT ENCOUNTERED, GROUND WATER EXCAVATION IS TO BE LP IN FRONT YARD: H2O W/GRATE TO GRADE CONTINUED TO SUITABLE LP IN SIDE YARD MATERIAL AND oo __ _-.--__- ___ _'.J 4,� \ C� BACKFILLED W/CLEAN STEP I� wo WOOD t �'Q\\ �`� SAND &GRAVEL FILL. PROJECT STEPS / Q'�5 Q� 20 Stormwater Management RETENSION LP a� 1.IN � ' �p� �, 4 T ical Detail Brennen Residence a a zr'•o„ PROP.4' DIA. 3' DEEP STORMWATER RETENTION LP SITE DRAINAGE NOTES: �u'zo � � 4"DRAINAGE PIPE FROM GUTTER LEADER, STORMWATER RETENTION CALCULATIONS: 1/4"PER 12" MIN. SLOPE 1.All Below Grade Drainage Pipe shall be 4"Diameter Class 2400 Pipe. �' F u ADDITION ROOF: 780 SQ. FT. Site Plan 9 �6'., 'o P zo, 2.All Pipe Connections shall provide for Water Ti ht seals to prevent leaka e. 9� o° p p g p g 780 SQ.FT.X 2 INCH/hr RAIN= 130 CUFT 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a USE V DIA. POOL WITH 42.24 CUFTNF O combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. p 130 CUFT/42.24 CUFTNF = 3.08 VF REQUIRED °04j PROP. SILT FENCE 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. USE(1)-LEACHING POOL, 8 FT DIA., 4 FT DEEP ff` 5.All Class 2400 Pipe connections,where required,shall be fully grouted to Precast O 191,0„ Concrete Leaching Rings with Concrete Mortar. SUNROOM ROOF: 218 SQ. FT. 1/ /V S12° 6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished O218 SQ.FT.X 2 INCH/hr RAIN=36.34 CUFT Paved Surface. USE 4' DIA. POOL WITH 8.73 CUFTNF (96 Os7. Leaching pools shall be precast concrete cement structures as manufactured by Suffolk 36.34 CUFT/8.73 CUFTNF =4.17 VF REQUIRED 18 precast inc. or equivalent. USE(1)-LEACHING POOL, 4 FT DIA., 5 FT DEEP Project number 22015 8.All concrete cement used in the manufacturing of precast structures shall develop a NON-TURF BUFFER AREA 10'LANDWARD OF TOP OF BANK minimum compressive strength of 4,000 P.S.I. in 28 days. Date 6/7/2023 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor leaching material is encountered, excavation is to be continued to suitable material and Drawn by HA Q NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK backfilled as detailed. Checked by GB o 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall be protected as directed by the Architect with fences, barricades and other approved Site Plan methods. No direct payment will be made. N 0 1 r' 1 1 _ 20'-0�� 11. Invert elevations may be adjusted in the field to meet field conditions. A . 0 N Scale As indicated a (C.2 fiD.2 studio a/b architects 24190 Main Road, Orinet, NY 11957 NOTES: / 631 3231426 1.ALL EXTERIOR'WALLS AND TRIMS TO REMAIN TO BE REPAINTED glynis@studioabarchitects.com 2.ROOFS TO REMAIN EXCEPT WHERE PATCHED 3.ALL INTERIOR CEILINGS,WALLS TO REMAIN TO BE REFINISHEDmailing address: / 4.ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND REFINISHED � i \ � PO Box 444, Orient,NY 11957 5.ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE / \ / / \ 2 / of 2 UTILITY POLE LIL#7A \ client: (D. 1 William & Stacey Brennen Attic Storage site address: (D.5 g / 1050 Tru mans Path, East Marion, NY 11939 / \ tel: - / i \ email: teamsabb@optonline.net / PARTIALLY WALL TYPE 1 OR 5 / \ / SEE A.09 tax map#: 1000-31.- 12- 5.1 4 / &R / WATER / :g / METER Garage Second Floor Wall Types / 11-011 (C.2 (D.2 �w 2 o / UTILITY POLE LIL#713 TO BE REMOVED / = (D. 1 No. Description Date (D.5 ;Garage _ PARTIALLY WALL TYPE 4 OR 5 SEE A.09. 5 2 2 1 i�✓r� 4 / D. 1 .5 � � D. 1 .4 Mud Room / B4 /' / B2 B2.6 1 / I / / B2 62.6 / Guest Room Master Be room - —_ ----_--- -- -_ I rs Floor -- — ----- ---- _-_---- — -- Y �� _ � �� a Type Layout / _ues _ oom— — ---IVI as e�ddroom _ / 1/8 1 -0 PRCHITFC T CA4 i — -- / A2 —— -- --— — — a oam C Cb --_: - ------ _- --- --_-� / Dining Sunroom r TE of 'A 1 B1 B2.2 3 B3 PROJECT - --- — — REMOVE WINDOW i First Floor Wall Type Layout 2 Brennen Residence 11-011 --_=--- =ivL` ng=foam_ — =---Itchen----- i 31/2 51 1 51 1 31 1 521 1 1 — 2 --- -------- -�-i' Demolition Plan Wall _ _-- -- / EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR Types i--=- — DEMOLISH DECK / JPAA'11 " —- ---_-- _ I / / Project number 22015 WALL TYPE W1: WALL TYPE W2: WALL TYPE W3: WALL TYPE 4: WALL TYPE 5: 6/7/2015 B 1 B2.2 CB3 REMOVE[BOOR AND WINDOW Date SIDING SIDING SIDING 1/2"GWB(OR WRGWB), 1/2"GWB ON WRB(BLUE SKIN) ON ADHESIVE WRB(BLUE SKIN) ON ADHESIVE WRB(BLUE SKIN) PARTIALLY 1/2"TILE ON TILE BACKER BOARD 2X6 STUDS Drawn by HA ON 1/2"PLYWOOD SHEATHING ON 1/2"PLYWOOD SHEATHING ON 1/2" PLYWOOD SHEATHING 2X4 STUDS 1/2"GWB IL / ON 2X6 STUDS @16"O.C. ON 2X6 STUDS @16"O.C. ON 2X4 STUDS @16"O.C. 1/2"GWB Checked by GB / 1/2"GWB EXPOSED FRAMING INTERIOR 1/2"GWB Alip I . 02 0 1 First Floor Demolition Plan 2 Wall Types M Scale As indicated (c.2 (D•2 2 (D.2 studio a/b architects 24190 Main Road, / Orinet, NY 11957 glynis@studioabarchitects.com mailing address: POBox 444, Orient, NY 11957 A.09 A.05 A.09 A.05 2 D A.08 client: William & Stacey Brennen A.06 O� A.08 <A.06 O 1 0 / 1 site address: 0 , 1050 Trumans Path, East Marion, NY 11939 GARAGE DOORERHEAD tel: - ^o email: teamsabb@optonline.net / 2x6 STUDS WALL tax map#: 1000-31.- 12-5.1 EXTERIOR: SIDING ON WRB ON 1/2"PLYWD SHEATHING ^o i c�4Z ^� GARAGEINTERIOR: STUDS EXPOSED, 'O � TYP. IN GAGE 3 (D• 1 3 EXCEPT STAIRWAY PARTITION (D. 1 A.09 LA.092 i (D.5 ,;� / (D.5 / Attic Storage / Garage UNLESS OTHERWISE NOTED, NO FINISHES, RAFTERS, STUDS,AND FLOOR SHEATHING E/X0OSED / 0' , 70.X-1 O \ 2X6 STUDS PARTITION, BOTH SIDES 5/8"GWB, 07� PAINTED ' NP, ROOF RIDGE LINE ` ' 'G . 3.2 o INSTALL(2)-1 3/4"X 51/2" LVL X07 '� No. Description Date 2 ,' P PROVIDE INSULATED ' ACCESS HATCH A.06 / x.06 A.05 r A.05 D D. . 1 .4 o, - + � Mud Room 2 NEW ROOF rn A.07 A.07 00 FLUSH I io ti - --L----------- ---------------- CA! -------------- A A5 EXISTING ROOF EXISTING HOUSEI aster Bedroom m D. 1 .5 B4 5 D. 1 .564 3 A.03 �./ All7 A.07 Garage Second Floor Plan 5 First Floor, Callout at attached Garage - 1/4" = 1'-0" 1/4 1 0 - .z2 - - - - - - - - - - - - - - I � D. 1 ��0 AR Cy7Tcc 0.5 ( p.R1rC 12U z , Y l Living Room Kitchen D. 1 .5'� ^ q EXISTING NO SCOPE OF WORK EXISTING, EXCEPT ^� ( > WINDOWS ON EAST EXISTING WALL TO BE WINDOWS HERE . REMOVED TO BE REMOVED SOUTH WINDOW TO B2 B2. I I , B2.2 BE REPLACED WITH D• 1 .4 SLIDING PATIO DOOR T A5 -- - - - - - - - - - - - - - - - - - - - 2 - - I r I PROJECT l' REPLACE WINDOW - �rL� Brennen Residence j ! PROVIDE INSULATED WITH A PATIO DOOR llI ' LOCATE TO LEAVE WALL AT ITS EAST SIDE � ACCESS HATCH A4 I EXISTING `* �� I� - _ DECK Ill AS MUCH AS POSSIBLE II Dining Sunroom - � - - A3 II � � � EXCEPT .0 � EXISTING T A 7 � T i I � � DOOR AND WINDOW ON B4 EAST WALL TO BE REMOVED o _ a Floor Plans I PATCH WALL AND REPAINT ' , I I I CIO I � ` 2'-0" 6'- 1 1/2" 5'-3" Al Project number 22015 16'- 10"JOW Date 6/7/2023 1 BE REMOVED 13'-4 1/4"+/- 3 61 62.2 63 To XISTING DOOR ANDrawn by HA 2 Checked by GB o ti v First Floor- Calllout at Sunroom 2 First Floor Ke Plan A . 03 0 N 4 1/4" = 1'-0" A.04 Scale As indicated \ Exterior Finish Schedule studio alb architects /'� (C,2 (D.2 i 24190 Main Road, Construction Exterior Finish Color Notes �' j Orinet, NY 11957 631 3231426 Wall Horizontal Siding to match existing to match existing glynis@studioabarchitects.com A.05 Trim Match existing, or 1x4 to match existing / 2 Soffit 1/2" PVC board white mailing address: A.06 Fascia 1x2 Cedar, stained light gray PO Box 444, Orient, NY 11957 Roof Asphalt Shingles to match existing to match existing Where slope is less than 4" per 12", install entirely single ply TPO waterproofing under the asphalt shingles / \ (D. 1 client: (D.5 EXTERIOR FIN'S" NOTES: William & Stacey Brennen \ 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. \ site address: 1050 Tru mans Path, East Marion, NY 11939 tel: - email: teamsabb@optonline.net 3� / D. 1 .5 '�',�j. ' tax map#: 1000-31.- 12- 5.1 j 2 ' NEW WALL NEW ROOF NEW WALL i A.06 O� 1 i \ B2 D. 1 .4 EXISTING ROOF A5 - 0 �r / I \ REPLACE ROOF WITH �-� NEW WALL TO LOWER SLOPE ROOF B1 MATCH SOPE O EXISTING B2.2 EXISTING MATCH B3 4 \ MAIN ROOF i c? A4 / / EXISTING ROOF N z r z - A3 N / \ % \ r CO i J / m No. Description Date z i cn X � w rh First Floor , - - — — - - -- - - - - - - - - - - - - ---- i. JII Al \ I I 2 EXISTING WALL I NEW TRIM TO MATCH EXISTING WALL B 1 63 / EXISTING,TYP. \Key Plan for Elevations n South Elevation 3/32" = 1'-0" 1/4" = 1'-0" NEW ROOF NEW FASCIA 1X12 CEDAR STAINED ASPHALT SHINGLES STYLE AND COLOR TO MATCH EXISTING Al A2 A5 EXISTING < PROP. ftp SD AR Cyi 1 2 ��5 �p�U Atn? T� A.07 A.07 A3 , I i I 'qr 0 3.7 t0� F OF NEIN / I I I NEW ROOF Addition Second — Floor 31' - 10 PROJECT Brennen Residence � I NEW WALL IU Elevations 1 and -- -- — — — — First Floor Exterior Finish l' -:10 1/2": Schedule TRIM TO MATCH EXISTING,TYP. EXISTING WINDOWS TO BE REMOVED NEW WALL SIDING TO MATCH EXISTING Project number 22015 PATCH WALL TO MATCH EXISTING Date 6/7/2023 Drawn by HA 3 East Elevation Checked by GB o A . 04 M N O N Scale As indicated studio a/b architects 24190 Main Road, Orinet, NY 11957 3 1 631 3231426 09 glynis@studioabarchitects.com A09 A. . mailing address: (D.5 ( PO Box 444, Orient, NY 11957 client: EXISTING NEW ROOF William & Stacey Brennen site address: 1050 Trumans Path, East Marion, NY 11939 tel: - NEW SUNROOM email: teamsabb@optonline.net WALL tax map#: 1000-31.- 12-5.1 NEW LOW SLOPE ROOF I ! ! Addition Second FI orma 31' - 10 P2" � I I ILA I i I i i I � - -- ------ - - - - - First or REMOVE EXISTING WINDOWS PATCH WALL TO MATCH No. Description Date NEW WALL n Southeast Elevation 1 A.08 (D. 1 (D.2 EXISTING NEW I � 2 0 LU NEW O SUNROOM I z N ��5'(ERE pg9 m Z Qk.�\�EAKI q,9z y� 0 4 4i� Addition Second - --� — _ _Floor - _ 31' - 10 1/2" —� iLL i PROJECT LAU L-�,,U FIUF Brennen Residence - I First Floor 21' --10 1/2" Elevations 2 n North Elevation Project number 22015 Date 6/7/2023 Drawn by HA Checked by GB M O A . 05 '0 M N O N Scale 1/4" = 1'-0" studio a/b architects 24190 Main Road, Orinet, NY 11957 1 3 631 3231426 (C.2 A.09 A.0 5glynis@studioabarchitects.com ' mailing address: PO Box 444, Orient, NY 11957 I I - NEW EXISTING client: William & Stacey Brennen site address: 1050 Tru mans Path, East Marion, NY 11939 tel: - email: teamsabb@optonline.net tax map#: 1000-31.- 12- 5.1 F1 Ll/_1\1 Addition Second _ Floor V[7-31' - 10 1/2" I i II I I First El Floor 21' -=10 1/2 No. Description Date 1 West Elevation 1/4" = 1'-0" (D.2 D. 1 .4 (D. 1 1 A.08 NEW WALL I I N Z 2X12 VALLEY GIRDER � o t.. „ . 1, '1(0 - t Addition Second Floor PROJECT Brennen Residence Mud Room �--� I ,' I ' First Floor - — 21' - 10 1/2" Elevations 3 A �I I I I I ISI I ISI I I�� I ISI I I� Project number 22015 Date 6/7/2023 Drawn by HA Checked by GB °- n Elevation 9 - acoIP A. 0 6 "0' M N O N Scale 1/411 = 1'-0" ' B1 B2.2 B3 studio a/b architects EXISTING MAIN ROOF FASCIA AHEAD 24190 Main Road,Orinet, NY 11957 NEW LOW SLOPE SHED ROOF 631 3231426 SLOPE TO MATCH EXISTING MAIN glynis@studioabarchitects.com ROOF I mailing address: ASPHALT SHINGLES ON SINGLE PLY TPO SHEET PO Box 444, Orient, NY 11957 MEMB. ENTIRELY ON 5/8"MIN. PLYWD SHEATHING I ON 2X8 RAFTERS @16"O.C. I 5 1/2"R19 MINERAL client: WOOL BATT INSULATION William & Stacey Brennen site address: 1050 Trumans Path, East Marion, NY 11939 tel: - EXISTING ROOF CONST. email: teamsabb@optonline.net 1/2"GWB PAINTED tax map#: 1000-31.- 12-5.1 CUT OFF EXISTING EAVES PATCH WALL SMOOTHLY PROVIDE EAVE VENT REPAINT EXISTING SIDING — D ing Sunroom 1/2"GWB PAINTED SUN ROOM WALL SIDING TO MATCH EXISTING ON WRB ON 1/" PLYWD SHEATHING HW FLOORING ON 2X4 STUDS @16"O.C. ON 3/4"PLYWD SHEATHING 3 1/2"R13 MINERAL WOOL BATT INSULATION ON 2X10 JOISTS _ _ First Floor 21' - 10 1/2" CONTINUOUS ' • , ;2"R10 RIGID USE HANGERS` " ,INSULATION. a ON ALL SIDES; `.2"RAT SLAB.. ON DAMPPROOFING SHEET ' a ON UNDISTURBED SOIL r _ (2)-2X12 RAFTERS No. Description Date EXISTING FOUNDATION WALL NEW FOUNDATION WALL (ASSUMED) —I I El I I- I —F-7:1 I I - 1 TI W-E Section thru Su I room FF Li I- COLLAR BEAM EXPOSED STUDS RAFTERS 3 EXPOSED STUDS A.07 A5 _ D. 1 .5 NEW ROOF NEW ROOF ASPHALT SHINGLES ASPHALT SHINGLES ON TPO SINGLE PLY WATERPROOFING ON TPO SINGLE PLY WATERPROOFING ON MIN.5/8" PLYWD SHEATHING 2 ON MIN. 5/8"PLYWD SHEATHING Attic Storage ON 2X12 RAFTERS @16"O.C. A.07 ON 2X12 RAFTERS @16"O.C. B4) I � 11111I EXISTING ROOF RAILING WALL 1/2"GWB WRAP FLUSH -7ON 2X4 STUDS i Addition Second Addition Second Floor Floor 31' - 10 1/2" — — — — I — — — — — — 31' - 10 1/2" _(EKED Aqc �._ 1/2 GWB PAINTED 1/2 GWB PAINTED EXISTING WALL ! C?F NE"S r Mud Room Mu Room Garage I PROJECT UNDER STAIRCASE Brennen Residence LLJ 518"TYPE X GWB FLOOR ( WRAP 3/4"HW FLOORING FLOOR ON 3/4"PLYWD SHEATHING 3/4"HW FLOORING ON 2X10 @16"O.C. ON 3/4"PLYWD SHEATHING ON 2X10 @16"O.C. USE ' HANGERS Building Sections 1 First Floor _ First Floor — — 121' - 10 1/2" — — — 21' - 10 1/2 6X6 WWF CONTINUOUS , — II— II— I -- 1 — I —III II—II RAT' — _ CONTINUOUS'. :2 , SLA —I — _ ,'2"R10 RIGID INSULATION' 2" RAT SLAB" _ ` ­2"R10RIGID . ; - D�J'DAMpPROUFING _I I—III I I— I —I I — I - — — — — -- INSULATION , , ' ' SHEET — _ II ON ALL SIDES', ON DAMPPROOFING SHEET' . Project number 22015 -- — _ - VERTICAL+ HORIZONTAL. ; , , ON ALL SIDES; I I I— —I I I I — — — _ — ', 'TOTAL>2' BELOW GRADE Date 6/7/2023 1 11= I. 1 I I=1 I I—III=1 11= a a 4';a Drawn by HA --I I I— I M I I I I I i —— I I �— I—I— —�—�—�— Checked by GB = 1-I I FE I= I I - 1 11-I 1—1 I I-1 - I I , 2 Typical ME Section thru Much Room 3 1/2ica11S-0N Se tion thru Mud Room M . 0A7 N ti Scale 1/2" = 1'-0" co studio a/b architects 24190 Main Road, Orinet, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: William & Stacey Brennen site address: 1050 Trumans Path, East Marion, NY 11939 tel: - email: teamsabb@optonline.net tax map#: 1000-31.- 12-5.1 ROOF ASPHALT SHINGLES (D.G ON ASPHALT FELT 1 `1 ON 5/8"MIN. PLYWD SHEATHING A.09 (C.2 ON 2X12 RAFTERS @16"O.C. I I I I ROOF INo. Description Date ASPHALT SHINGLES ON TPO SINGLE PLY WATERPROOFING MEMB. ON 5/8" MIN. PLYWD SHEATHING ON 2X12 RAFTERS @16"O.C. 3 09 RAFTERS AND ROOF SHEATHING EXPOSED 2X6 STUDS EXPOSED 2 1/2"GWB PAINTED EXISTING HOUSE A.09 ON 2X6 STUDS @16"O.C.SEE A.09FOR THE AREA SIDING TO MATCH EXISTING FINISHED ON WRB ��l%%% ON 1/2"PLYWD SHEATHING ,' ,' `� — NEW ROOF CONTINUES TO EXISTING Attic Storage 2X4 STUDS RAILING WALL 3/4"PLYWD SHEATHING EXPOSED 2X6 STUDS EXPOSED b ON TJI 560 11 7/8"@16"O.C. M Addition Second Floor 31' - 10 1/2" 1/2"GWB PAINTED 5/8"FIRE RATED GWB PAINTEDAE a4,90" N�A 02378'1 Q� 1 ° 2X6 STUDS EXPOSED FoE�y qL MU Room Garage 2X6 STUDS W/5 1/2"MINERAL WOOL BATT INSULATION PROJECT _ 5/8"FIRE RATED HW FLOORING GWB PAINTED ,4 CONCRETE SLAB Brennen Residence ON 3/4"PLYWD SHEATHING 1/2"WRGWB ON 2X6 ON DAMPPROOFING SHEET ON 2X10 @16"O.C. STUDS ON UNDISTURBED SOIL First Floor — — — — — — — — — — — — — 21' - 101/2.. a I— CONTINUOUS _ 6X6 WWF Building Sections 2 '2"R10 RIGID INSULATION r - = . ',ON ALL SIDES 4"RAT vlrAB a; _ 'ON-DAMPPROQFING SHtLT 4' — — °. I I—I I ( I I— I I—I I "I— •°p` •�^' Project number 22015 a. Date 6/7/2023 Drawn by HA Typical S-N Section thru attached Garage Checked by GB o 1 and Mud room_ 1/211 = 1 -0 A . 08 M N O N Scale 1/2" = 1'-0" studio a/b architects 24190 Main Road, 1xX WOOD (D• 1 Or nett, NY 1 957 PAINTED,TYPE 14'-8 1/2" 5\1/2" 631 3231426 FLOOR glynis@studioabarchitects.com 1xX WOOD 3/4"SHEATHING WALL THI KNESS + 1/4" o POLYURETHAN EXPOSED EXPOSED 2X6 STUDS mailing address: PO Box 444, Orient, NY 11957 Sk0 ACRYLIC client: 1/8"TYP. URETHANE SEALANT 1X2 POLYURETHANE PAINTED,TYPE A o 1/2"GWB UP TO GUARD WALL William & Stacey Brennen M SADDLE FOR 3/4"GAP HEIGHT, PAINTED GWB WOOD PANEL ABOVE RAIL WALL, STUDS EXPOSED 'v site address: PAINTED POLYURETHAN 1050 Trumans Path, East Marion, NY 11939 Addition Second _ Floor tel: - - — — — — _ — — — email: teamsabb@optonline.net 4 IM T ical Interior Coping Detail 5 Misc-Typical Interior Coping Detail Altrnative 31' - 10 1/2" 1" - 1'-0" 1" - 1'-0" tax map#: 1000-3l.- 12-5.1 1/2"GWB PAINTED 5/8"FIRE RATED GWB PAINTED 10'-6" 3'-9" 91. - o � o � Garage ROOF 00 ASPHALT SHINGLES ON ASPHALT FELT ON 5/8"MIN. PLYWD SHEATHING ON 2X12 RAFTERS @16 O.C. 518"FIRE RATED GWB 24'-0" PAINTED I (D.2 (D. 1 - M , First Floor 21' - 10 1/2" ° d be d No. Description Date n Section thru Stairway 2X6 COLLAR TIES @ 1/2" = 1'-0" 48"O.C., PAINTED I 2X12 RAFTERS AND ROOF SHEATHING EXPOSED (D. 1 D. 1 .4 FASCIA: 1X2 ON 1X12 CEDAR STAINED rill, Attic Storage STUDS EXPOSED 00 , 2X6 STUDS EXPOSED io 3/4"PLYWD SHEATHING TOP OF FLOOR SHEATHING LELEL STUDS EXPOSED EXPOSED 3/4" BELOW F.F. LEVEL 1/2"GWB ON 2X6 STUDS ON TJI 560 11 7/8"@16"O.C. AREA MIRROED OF RAILING WALL ON THE OTHER SIDE OF STAIRCASE Addition Second Addition Second Floor - - - - -- - --- - - - - - - - - - - - - - - - Floo - r 31' - 10 1/2" - - - k X 4 A X - X 4 Fyyy-va INSTALL 5 1/2"R23 MINERAL WOOL BATT INSULATION BETWEEN STUDS Roof L SIDING TO MATCH 5/8"FIRE RATED GWB PAINTED INSTALL 5 1/2"R23 MINERAL 29' - 10 1/2" EXISTING WOOL BATT INSULATION ON WRB �p ARCy��, ON 1/2"PLYWD SHEATHING,TYP. , ��PRV CIA � 2X6 STUDS @16"O.C. EXPOSED,TYP. '"1 o ' 0231� � Garage I n ` I 4"CONCRETE SLAB ` ON DAMPPROOFING SHEET PROJECT ON UNDISTURBED SOIL I Brennen Residence co 6X6 WWF First Floor First Floor —2'V - 10 1—/2" 7. 21' - 10 1/2 _ =1 111 111 I ° : III IIII 111 I IIIA 111 I IIIIIII-III 111 I 1=1 I II 111 I VIII 111 111 E 1/2"GWB ON 2X6 STUDS Building Sections 3 AREA MIN. COVERS MUDROOM AHEAD "a 24'-0" Project number 22015 Date 6/7/2023 Drawn by HA Checked by GB 0 r 1 Typical E-W Section thru Grage n E-W Section thru Staircase 1/2" = 1'-0" 1/2" = 1'-0" A . 09 0 N Scale As indicated Paint Types studio a/b architects Paint Product 24190 Main Road,Type Application Hue 1st Coat Fnish Coat Color Orinet, NY 11957 631 3231426 A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal®Select Premium Interior Paint&Primer, Flat(547). super white glynis@studioabarchitects.com Spot prime as needed for the repaint. B Interior Gypsum Wallboard in Wet Location Latex Matte 2 coats Benjamin Moore Aura Bath& Spa Waterborne Interior Paint- Matte(532) super white mailing address: C Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer(N023)or Fresh Start@ High-Hiding 1 or 2 coats Regal@ Select Premium Interior Paint&Primer, Semi-Gloss(551) super white PO Box 444, Orient, NY 11957 All Purpose Primer(K046) Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, Semi-Gloss(K551) D Interior Wood Clear Finish on Floor Water Base Polyurethane, Low Lustre 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 client: E Exterior Wood Stained, UV protective Bio-Based Stain Ecoprocote TimberSoy by Eco Safety Products(www.ecosafetyproducts.com, 877 366 7547) 1 coat Ecoprocote AcriSoy(no sheen), or Eco-Tuff High Traffic Clear Coat(gloss) by Eco gray William & Stacey Brennen Safety Products(www.ecosafetyproducts.com, 877 366 7547) Y F Exterior Wood Painted Latex Low Lustre 2 coats Benjamin Moore Regal@ Select Exterior Paint High Build Low Lustre Finish(401) to match existing site address: 1050 Trumans Path, East Marion, NY 11939 tel: - email: teamsabb@optonline.net Tile Types tax map#: 1000-31.- 12-5.1 Tile# Tile Type Application tile Tile Product tile color tile texture A Wall 4"x 12"Subway Tile 113athroomwall IDaltiie Vitruvian glazed ceramic, glossy I 1glossy Room Finish Schedule Finish Room# Room Name Floor Base Trim Wall I Ceiling I Comments 1 Garage concrete exposed framing, Stairway partition: 5/8"Type X GWB Painted 5/8"Type X Fire Rated Partially Wall shall be GWB or WRGWB finished. See A.09 for the Area and GWB painted Type 2 Stairway HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A) existing (Type C) 3 Mud Room HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) Treads& Riser, white oak polyurethane, Stringer Painted (Type C) existing (Type C) 4 Attic Storage 3/4"T&G Plywood Studs exposed, partially around the staircase, 1/2"GWB painted. Rafters exposed Coping: Painted(Type C) sheathing exposed See A09 5 Sunroom HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A) 1/2" GWB Painted (Type A) existing (Type C) FINISH NOTES: 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER No. Description Date THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 3. MANUFACTURERS: SOY BASED WOOD SEALER AND STAIN: ECO SAFETY PRODUCTS www.ecoprocote.com, 877 366 7547 Door Schedule Mark Room DoorType Dim Product Finish Frame and Trim Lock Set Handle Note 1 Stairway entry Fiberglass Solid Panel in-swing 30"x 80" Therma-True Smooth-Star S1100 painted white white painted Keyed Entry Door 2 Sunroom Fiberglass Full Glass in-swing 36"x 80" Therma-Tru Smooth-Star coastal, Full painted white white painted Keyed Entry Door Lite W/Stile Lines I Style No. S118 3 Sunroom Sliding Patio Door 5'x 6-8" Andersen A series 5068 L, coastal white white painted standard Anvers Satin Nickel No grill 4 Mud Room Wood Panel Door 30"x 80" Simpson Wood Interior one-panel, Model painted white white painted Privacy 20 Interior Panel Door, Shaker sticking 5 Garage Fiberglass Panel Door, fire rated 30"x 80" Therma-True Smooth-Star S4800 painted white white painted Keyed Entry 20-minute fire-rated, equipped with a self-closing or automatic-closing device 6 Mud Room Wood Panel Door 36"x 80" Simpson Wood Interior one-panel, Model painted white white painted Privacy 20 Interior Panel Door, Shaker sticking 7 Garage Overhead Garage Door 20'x T-6" Amarr, Arm-R-Lite, Clopay, or Style to be determined by Owner Wayne-Dalton, or eq. Window Schedule Type Mark Count quantity Product Dimentions R.O. Finish Glazing 71;11 Height Head Height Comments 1 12 Andersen 400 Awning 2'-0 1/8"x 2'-0 1/8" 2-0 5/8"x 2'-0 5/8" Exterior&interior white Low-E coastal <varies> <varies> A21 2 4 Andersen 400 Casement 2'-0 1/8"x 4'-0" 2'-5/8"x 4'-0 1/2" Exterior&interior white Low-E coastal 2'-8" 6'-8" �- D ARC C14 h' 2.2 2 (1)-mulled:set of 2 Andersen 400 Casement 2'-0 1/8"x 4'-0" 4'-0 7/8"x 4'-0 1/2" Exterior&interior white Low-E coastal 2'-8" 6'-8" Mulled 2-together horizontally w/1/8" f sa ���\AFtI C14 Aluminum Joining material; RO is for 2-mulled 3.2 4 (l)-mulled set of 2 Andersen 400 Awning 4'-0"x 4'-0" 8'-0 5/8' x 4'-0 1/2 Exterior&interior white Low-E 3'-0 T-0 Mulled 2-together nI1/8 AP42VAluminum Joining material; RO sf 2-mulled; Hurricane Debris Protection nom* 0231 Panel to be provided ANDERSEN OPTIONS: 4 3 (1)-mulled set of 3 Andersen 400 Casement 2'-7 1/2"x 4'-11 7/8" T-9 1/4"x 5'-0 3/8" Exterior&interior white Low-E coastal l'-8 3/4" 6'-8" Mulled 3-together horizontally w/1/8" 1. ALL NEW WINDOWS SHALL HURRICANE RATED. NO GRILL CX15 Aluminum Joining material; RO is for 2. SCREEN TRUESCENE 3-mulled 3. CASEMENT &AWNING HW: TRADITIONAL FOLDING STONE FIN. 5 1 Andersen 400 Awning 2-7 1/2"x 2'-7 1/2" 2-8"X 2-8" Exterior&interior white Low-E coastal 3'-2 3/4" 5'-8 3/4" 4. PATIO DOOR HW: ANVERS SATIN NICKEL AX281 INSULATION NOTES: 1. ADDITIONAL INSULATION SHALL BE INSTALLED TO PROTECT PLUMBING PIPES IN GARAGE CEILING AND PARTITION. PROJECT Brennen Residence Insulation Schedule Bathroom Accessory Schedule insulation# Construction Material Thickness, R value Note _Ku­m­be_rF Fixture dim. Product Finish Note Schedules 1 Roof/Ceiling, above Mud Room Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 Spray Foam +7 1/4"R30 No Roof vent required 1 Shower Door 72"High x 54"-60"Wide' Aston Belmore GS 72" High x 60"Wide Hinged Frameless Shower Door with 22" Door Width and Clear Glass, Clear/Black build.com Insulation between rafters Batt,total R=49 Model:SDR960EZ-MB-6022-1 0 2 Roof/Ceiling, above Sunroom Mineral Wool Batt Insulation between rafters 5 1/2", R23 Roof vent required 2 Shower Pan 32"x 60" Kohler Rely 32"x 60"Shower Base with Single Threshold and Left Drain, Model:K-8459-0 white build.com 3 Exterior 2x6 Walls on Mud Room; Partition Mineral Wool Batt Insulation between studs 5 1/2", R23 3 Toilet Tissue Holder Moen Arlys Wall Mounted Euro Toilet Paper Holder, Model:Y5709BL Black build.com between Mud Room and Staircase 4 Towel Bar 24" Gatco Glam 24"Towel Bar#4630 build.com 4 Exterior Walls on Sunroom Mineral Wool Batt Insulation between studs 3 1/2", R13 5 Glab Bar 36" Moen 8736PS Polished SS build.com Project number 22015 5 Floor above unconditioned Garage Mineral Wool Batt Insulation between Joists 5 1/2", R23 Apply also side&under 6 Shelf w/Towel Bar 18" Moen CS15207-181CH Chrome build.com Staircase Date 6/7/2023 7 Shower Basket 11" Ginger Splashables 11" Round Shower Basket, Model:501/PC Polished Chrome build.com 6 Crawl space foundation walls below Rigid Insulation, continuous 2"R10, minimum 2'below grade 8 Wall recessed mount Medicine 24"x 30" Kohler Verdra Mirrored Cabinet, K-99006-NA build.com, Cutout 22-1/2"width x 28-1/4" height Drawn by HA 2 Sunroom and Mud Room cabinet w/mirror 0- 7 Shim space around window and door Fill all along the shim space with flexible spray foam insulation I Checked by GB o 8 Thermal block Rigid Insulation 9 Robe Hook American Standard Studio S 7105210 build.com 3/4", R3.75 A . 10co0 N I� Scale 12' = 1'-0" THERMAL PROTECTION NOTES: studio a/b architects ENVELOP 24190 Main Road, Orinet, NY 11957 Insulation: 631 323 1426 RIDGE VENT NOT REQUIRED 1 [303.1]All installed insulation is labeled or the installed R-values provided. glynis@studioabarchitects.com BY USE OF CLOSED CELL SPRAY FOAM 2 [303.2,402.2.8] Floor insulation installed per manufacturer's instructions and in substantial contact with the underside of the subfloor, or floor framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. mailing address: 3 [303.2]Wall insulation is installed per manufacturer's instructions. PO Box 444, Orient, NY 11957 4 1303.1.1.1,303.2] Ceiling insulation installed per manufacturer's instructions. Blown insulation marked every 300 ft=. ROOFING 5 [402.2.4]Attic access hatch and door insulation zR-value of the adjacent assembly. Fenestration: client: ASPHALT FELT / 1 [303.1.3] U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. SELF ADHERED WATERPROOF MEMB. ,j Sunrooms: William & Stacey Brennen 1 [402.3.5] Fenestration in thermally isolated sunrooms in Climate Zones 2-8 have maximum U-0.45. site address: 2 (303.2] Sunroom wall insulation installed per manufacturer's Instructions. 1050 Trumans Path, East Marion, NY 11939 / SHEATHING 3 [303.2] Sunroom ceiling insulation is installed per manufacturer's instructions. tel: - � Air Leakage: email: teamsabb@optonline.net SPRAY FOAM 1 [402.4.1.1]Air barrier and thermal barrier installed per manufacturer's instructions. � INSULATION tax map#: 1000-31.- 12- 5.1 EXPANDING' 2 [402.4.3] Fenestration that is not site built is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. 3 [403.6]Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. FOAM SEALANT /' BATT INSULATION 4 [402.4.1.2] Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2,and <=3 ach in Climate Zones 3-8. i CEILING FINISH Post Construction: TAPE OR SEAL 1 [401.3] Compliance certificate posted. 3/4" RIGID INSULATION /'� ALL JOINTS SYSTEMS Plan Review: 1 302.1 403.7 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. METAL DRIP - /' ( � I 9 9 p / I Systems: 1 [403.4] HVAC piping conveying fluids above 105 IF or chilled fluids below 55 IF are insulated to zR-3. CONTINUOUS BEAD OF SEALANT 2 [403.4.1] Protection of insulation on HVAC piping. 3 [403.5.3] Hot water pipes are insulated to zR-3. L 7- Mechanical and Water Heating: 1 [403.1.1] Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. SOFFIT VENT NOT < INTERIOR FINISH 2 [403.1.2] Heat pump thermostat installed on heat pumps. REQUIRED BY USE OF 3 [403.6.1]All mechanical ventilation system fans not part of tested and listed HVAC equipment CLOSED CELL SPRAY FOAM Lighting: EXTERIOR SIDING CAVITY INSULATION 1 [404.1] 90%or more of permanent fixtures have high efficacy lamps. WRB(SELF ADHESIVE TYPE) SHEATHING I EXTERIOR WALL TO ROOF CONNECTION WITH CATHEDRAL CEILING No. Description Date WOOD FRAME i WOOD FRAME EXTERIOR SIDING EXTERIOR SIDING > CAVITY INSULATION I CAVITY INSULATION WRB(SELF INTERIOR FINISH WRB(SELF INTERIOR FINISH ADHESIVE TYPE) ADHESIVE TYPE) i I � CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT TAPE ALL JOINTS �i TAPE ALL JOINTS HOR.AND VERT. HOR.AND VERT. _ i I Insulation Schedule CAVITY INSULATION ° - insulation# Construction Material Thickness, R value Note SILL SEALANT ° '. CONTINUOUS BEAD OF SEALANT 1 Roof/Ceiling, above Mud Room Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3"R19 Spray Foam + 7 1/4"R30 No Roof vent required „ . .a Insulation between rafters Batt,total R=49 2 Roof/Ceiling, above Sunroom Mineral Wool Batt Insulation between rafters 5 1/2", R23 Roof vent required i 3 Exterior 2x6 Walls on Mud Room; Partition Mineral Wool Batt Insulation between studs 5 1/2", R23 between Mud Room and Staircase ga a ; ° : • 4 Exterior Walls on Sunroom Mineral Wool Batt Insulation between studs 3 1/2", R13 SILL SEALANT =�^ 5 Floor above unconditioned Garage Mineral Wool Batt Insulation between Joists 5 1/2" R23 Apply also side&under �° ° 4; ,•a CONTINUOUS BEAD OF SEALANT ° - `• °,' CONTINUOUS 2"R10 RIGID INSULATION Staircase TERMITE SHIELD "°'" ° a TERMITE SHIELD 21,% a, MIN.2' BELOW GRADE 6 Crawl space foundation walls below Rigid Insulation, continuous 2" R10, minimum 2'below grade a Sunroom and Mud Room 7 Shim space around window and door Fill all along the shim space with flexible spray foam insulation CONTINUOUS RIGID INSULATION ' °— _4 8 Thermal block Rigid Insulation 3/4", R3.75 :i MIN.2' BELOW GRADE ,a :, .• = r ' INSULATION NOTES: pct /�(j�C���; 1. ADDITIONAL INSULATION SHALL BE INSTALLED TO PROTECT PLUMBING PIPES IN GARAGE CEILING AND PARTITION. \00�l A R FOUNDATION TO WALL CONNECTION FOUNDATION TO WALL CONNECTION � �G� n;.A W/RAISED FOUNDATION WALL ,t- 0237$ 04 PROJECT CONTINUOUS BEAD OF Brennen Residence SEALANT EXPANDING FOAM < INT. FIN. SEALANT WINDOW IC RATED RECESSED LIGHTING INTERIOR FINISH WRB(SELF ADHESIVE TYPE)EXPANDING HOUSING WRAP WITH SPRAY FOAM INSULATION i EXT. SHEATHING FOAM SEALANT CAVITY FLASHING — — — — — --- � INSULATION �- --- 1/2"X2"BACK DAM �i SELF ADHERED MEMB. T ical Thermal i, + SELF ADHERED MEMB. FLASHING SHEATHING �! CONTINUOUS CONTINUOUS BEAD OF SEALANT Y BEAD OF SEALANT I? SELF ADHERED Protection Details WRB(SELF ADHESIVE TYPE) MEMB. FLASHING EXPANDING FOAM SEALANT SELF-ADHERED MEMB. i WRB SELF ADHESIVE FLASHING ( METAL CAP FLASHING SELF ADHERED MEMB. I TYPE) CAVITY INSULATION FLASHING E INTERIOR FINISH < WINDOW INTERIOR FINISH (Project number 22015 SIDING EXPANDING FOAM SEALANT (Date 6/7/2023 WINDOW CONTINUOUS BEAD O SEALANT TYPICAL ELECTRICAL BOX ON EXTERIOR WALL (Drawn by HA TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TYPICAL WINDOW HEAD CEILING RECESSED LIGHTING 'Checked by GB u, 0 n Thermal Protection Details A . 11 0 N 1 Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 24190 Main Road, SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Orinet, NY 11957 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND WEATHER- FROST TERMITE DECAY 631 3231426 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED LOAD (i) (mph) CATEGORY LINE TEMP.(f) -MENT ING (c) (d) REQUIRED glynis@studioabarchitects.com TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN(5) DAYS AFTER CONTRACT HAS BEEN (g) DEPTH(b) AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. mailing address: 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 20 lbs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO HEAVY MODERATE TO ALL APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND DESIGN LOADS RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS client: USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED, LOCATION LIVE DEAD DEFLECTION LIMIT 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING SLEEPING 40LBS 10LBS U360 William & Stacey Brennen MATERIALS. 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, EXISTING BUILDING CODE, ENERGY ROOM OTHER THAN SLEEPING 30LBS 10LBS U360 site address: CONSERVATION CODE, FIRE! CODE, PROPERTY MAINTENANCE CODE, PLUMBING CODE, MECHANICAL CODE, FUEL GAS ATTIC(NON STORAGE) 10LBS SLBS U240 -Trumans Path, East Marion, NY 11939 CODE,TOWN OF SOUHOLD CODES,AND ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. ATTIC (STORAGE) 20LBS 10LBS U240 teel:l: - 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS U240 email: teamsabb@optonline.net BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ROOF NO FIN. CEILING 20LBS(SNOW) 7LBS U180 tax map#: 1000-3l.- 12- 5.1 ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. 7. CONTRACTOR SHALL LOCA1fE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. COMPANIES IF RELOCATION' IS REQUIRED AND/OR REPAIRS. 8. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. WIND BORNE DEBRIS PROTECTION 9. ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, TONS/SQ. FT. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 10 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER FASTENER SPACING SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER. 12. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL <4 FOOT < PANEL SPAN < PANEL SPAN CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE <6 FOOT <8 FOOT FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, 2 1/2"#6 WOOD SCREWS 16" 12" 9" WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 14. STRUCTURAL STEEL TO BE,ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. 2 1/2"#8 WOOD SCREWS 16" 16" 12" 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO.2 OR BETTER, UNLESS NOTED OTHERWISE. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Lumber Design Criteria c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS Visually graded lumber d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING Douglas Fir Larch (#2 Surfaced Dry or Green @ 19%maximum moisture content) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. All values and factors are from the National Design Specifications for e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT Wood Construction NDS-2001. Extreme Fiber Stress in Bending (Fb) NAILING SCHEDULE Single Members Repetitive use Factor Bending Stress Member Fb(psi)x Cf= Fb(psi)x Cr = Fb(psi) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS 2x6 850 x 1.30= 1105x 1.15 = 1271 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 2x8 850 x 1.20= 1020x 1.15 = 1173 2x10 850 x 1.10= 935 x 1.15 = 1075 ROOF FRAMING 2x12 850 x 1.00= 850 x 1.15 =978 RAFTER TO TOP PLATE(TOE-NAILED) 3-10d PER RAFTER CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST Modulus of Elasticity = 1.60E+06 psi Horizontal Shear Stress Fv x CH psi CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16d EACH LAP No. Description Date 16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE SYSTEM(EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF RIM BOARD TO RAFTER END-NAILED 2-16d EACH END APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO WALL FRAMING IDENTIFIED BY AN APPROVED TESTING AGENCY. 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d* PER FOOT MINIMUM THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS-EACH SIDE 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGE 20. (INTENTIONALLY LEFT BLANK) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. (FACE-NAILED) 22. JOISTS HANGERS, ETC.TO 13E "SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT 23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. (FACE-NAILED) PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 24. ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ FLOOR FRAMING TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST MATERIAL. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 25. ALL HEADERS TO BE(2)2 X 13 UNLESS OTHERWISE STATED. (TOE-NAILED BLOCKING TO JOIST 2-8d EACH END 26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. ) 27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK RUNNING PARALLEL TO SAME. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 28. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 29. ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 30. JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 32. FIRE BLOCKING TO CODE R602.8. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT 33. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 34. INSTALL HURRICANE TIES AT EVERY RAFTERS,IF NOT EXISTING ROOF SHEATHING 35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. STRUCTURAL PANELS 10d 6"EDGE/6"FIELD 36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES,THE NY BUILDING CONSTRUCTION MANUAL, 2-8d PER SUPPORT AND THE NY ENERGY CONSERVATION CODE. 3-8d PER SUPPORT 37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND WALL SHEATHING CLEANOUTS. 38. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. STRUCTURAL PANELS 10d 3"EDGE/12"FIELD 39. THE GENERAL CONTRACTOIR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL GYPSUM WALLBOARD 5d coolers 7" EDGE/10"FIELD AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE,A.S.M.E.AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. CEILING 40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF SHEATHING HEALTH. GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD 41. COPYRIGHT @ 2023 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN f cn,ED q9 CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY yCy BUILDING DEPARTMENT,WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY FLOOR SHEATHING ,Al � PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL,AND MAY SUBJECT THE USER n :_ - � THEREOF TO THE PAYMENT OF FULL COMMISSIONS. STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12"FIELDS GREATER THAN 1" 10d 6"EDGE/6"FIELD ` uMi �"3710 OQ� * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING 15 P'`- N,V_\11 r NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING ' REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. WALL OPENING MEMBER SCHEDULE PROJECT ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL Brennen Residence SPAN WALL JACK STUDS CONNECTION CONNECTION 8'>=W>6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d (2)-MICRO 13/4"X NAILED TOE-NAILED 9 1/4"OR LARGER 6'>=W>4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d LARGER NAILED TOE-NAILED Structural Notes 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d LARGER TOE-NAILED UPLIFT CALCULATION, MONOSLOPE ROOF Tu =Wuplift x(16/12) x U2=36 psf x(16/12)(17.25 ft)/2=4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 22015 HOLDOWN FORCE=VxH =6347 Date 6/7/2023 INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL Drawn by HA LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION HOLDOWN FORCE=VxH=3986 Checked by GB u, o INSTALL SIMPSON FTAS FLOOR TIE ANCHOR AT END OF EACH r� SECOND FLOOR SHEARWALL. S . 01 N Scale 1/4q- 1 = 1'-0" i studio a/b architects 24190 Main Road, Orinet, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: SIMPSO William & Stacey Brennen N SIMPSO FSC N site address: MSTA 3SIMPSON 1050 Trumans Path, East Marion, NY 11939 SIMPSON CS200 HDU2 tel: - @ EVERY STUD SIMPSO email: teamsabb@optonline.net N CS16 SIMPSON LTS tax map#: 1000-31.- 12- 5.1 OR MTS SIMPSON H1 @ EVERY @EVERY STUDP SIMPSON H6 SIMPSON SP4 @EVERY STUD SIMPSON LTS @EVERY SIMPSON LTS @EVERY( SIMPSON HTS16 TWIST @EVERY SIMPSON SP1 STRAPS ° COMPLIES WITH TABLE 3.36 @EVERY WFCM-1995 SIMPSON H10 SIMPSON H2 @EVERY I ES COMPLI S WISIMPSDTH TABLEN CS20 3.313, @EVERY SIMPSON H7 WFCM-1995 SIMPSON H7 @EVERY SIMPSON @EVERY SIMPSON H4 LTS OR MTS @ERY C @EVERY SIMPSON 35F UDSIMPSON C HDU SIMPSON STRONG TIE @EVERY LTS OR FTA 2 HEADER TO JACK STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) STUD STU @ EVDERY SIMPSON POST (NTS.) (NTS.) (NTS.) CS200 (NTS.) (NTS.) Structural Details- Typical Wall to Roof Structural Details- Typical Wall to Floor Structural Details- Typical Wall to Wall Structural Details- Typical Wall Opening n Connections � Connections n Connections 1/2 - 1 -0 1/2" = 1'-0" 1/2" = 1'-0" 112 �ne 1 io0;s WASHERS No. Description Date MUST BE INSTALLED BETWEEN WASHER BOLT HEADS MUST BE OR NUTS INSTALLE AND WOOD D HERE N so Simpson Strong- r HDI 5 Structural Details- Typical Holdown Detail 6" = 1'-0" A13% 4 023��' J TERMITE SHIELD TERMITE SHIELD TERMITE SHIELD 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. 5/8" DIA.ANCHOR BOLT @ 48"O.C. MAX. 7" MIN, INTO CONC. 7"MIN. INTO CONC. 15" MIN. INTO GROUTED CELLS NOT MORE THAN 12"FROM CORNERS, NOT MORE THAN 12"FROM CORNERS, NOT MORE THAN 12"FROM CORNERS, TYP. TYP. TYP. — 244 REBAR @ 8"O.C. PROJECT 2-#4 REBAR @ —�– 2-#4 REBAR @ 8"O.C. F°--a =- - z •\ \ i \ \ \ \; \\__ � IN GROUTED CELLS,_ TYP. Brennen Residence �i�/ i"/�� ��,�' /'/� -• ' 77777777 i WATER PROOFING TYP. WATER PROOFING, �G..�R&\15�!i�� .li.�i.!��!/�/�! r.a . lr. ° a- 4 CONC. SLAB W/6X6 WWF 244 REBAR @12„O.C.CONT.TYP. z �� • ° 244 REBAR @12"O.C. CONT. z ON 6 MIL POLYETHYLENE _z 2"RAT SLAB A. 2”RAT SLAB ON 6 MIL - ;a DAMPPROOFING z ON 6 MIL POLYETHYLENE "o' zg ° • a q" z_ ` •' ON UNDISTURBED SOIL DAMPPROOFINGPOLYETHYLENE DAMPPROOFINGe WATER PROOFING,TYP.. . Typical Typ i ca I Structura ° . Qd 244 REBAR @12"O.C. CONT.TYP. Details 2" MIN. 2" MINv K" . 2" MIN. 2" MIN. 0'-6" 0,-8„ 0'-6" 0'-8" 0'-8" (2" MIN.) (2" MIN.) 12" MIN. FOR 1 OR 2 STORY FRAMED BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING DRAIN TILE,TYP. DRAIN TILE,TYP. DRAIN TILE,TYP. Project number 22015Date 6/7/2023 CRAWL SPACE CONCRETE FOUNDATION SLAB ON GRADE CONCRETE FOUNDATION ALT. CRAWL SPACE CMU FOUNDATION Drawn by HA Checked by GB Structural Details- Typical Crawl Space 0 6 Foundation S . 02 Lo0 N Scale As indicated studio a/b architects (C.2 (D.2 (C.2 (D•2 24190 Main Road, Orinet, NY 11957 \ 631 3231426 glynis@studioabarchitects.com 1 1 1 mailing address: A.09 A.09 / PO Box 444, Orient, NY 11957 A.08 \ / 1 A.08 client: / William & Stacey Brennen site address: 1050 Trumans Path, East Marion, NY 11939 / tel: - email: teamsabb@optonline.net ' W \ tax map#: 1000-31.- 12- 5.1 (D. 1 / J (D. 1 D.5 (D.5) % ° 0 ( 4"CONCRETE / ( SLAB O O / J U m ea . aQ ACCESS HATCH OPENING 170, OD N I u/ 2X4 FLAT O SLEEPERS r @16"O.C. D. 1 .4 ;2" RAT SLAB, - \ D. 1 .4 I \ 2 I 00 B2 A.07 LO °; 62 B2.6 A.07 (3)-2X10 No. Description Date A5 -- ---- - — ,A5 — / PLUMBING PIPES NEED TO BE INSTALLED UNDER 10'-6" // 1'-8 7/8" I EXISTING SLAB ` D. 1 .5 ,' 3 D. 1 .5 3 J / I ` � rL �_ \ B2.6J \ / I ` — A3 I EXISTING FOUNDATI\ONS Eo ARCy�T EXISTING UJ DECK COST. oY- FOUNDATION 023 O / \ w ` Imo• ACCESS HATCH \ B2.2 PROJECT Brennen Residence (12 ,' A244 Ir / / i Foundation Layout e First Floor Decking AlA 1 - --- -- - -- - -- - - ---- 13'-41/4"+,_ Layouts Project number 22015 61 B2.2 B3 B 1 B3 Date 6/7/2023 Drawn by HA Checked by GB 0 �r Foundation Layout First Floor Framing S - 03 N 3/16" — 11-011 3/16" = 1'-0" Scale 3/16" = 1'-0" �= studio a/b architects (C.2 (D.2 ( .� (n. 24190 Main Road, `� Orinet, NY 11957 1 631 3231426 glynis@studioabarchitects.com A.09 / mailing address: 1 PO Box 444, Orient, NY 11957 A.09 A.08 Oo e 01, / client: 7.7 William & Stacey Brennen p O� 1 / site address: 00� A.08 1050 Trumans Path, East Marion, NY 11939 tel: - O'o�,L / \ email: teamsabb@optonline.net tax map#: 1000-31.- 12- 5.1 (D.5 ( \5 �•° O, `L 2X6 COLLAR TIE °�� /% \ // @48"O.C. ON(2)-2X12 RAFTERS \ d D. 1 .5/ TYP. o / `` 4 Cl) D. 1 .4 W / -'� D. 1 .4 I 2No. Description Date B2 B2.6 A.07 4—CX-11 2k12 vq<<FY B2 B2.6 I I G�ROFR I I I I I ; I D. 1 .5 3 A.07 I I A4 — I I a A3 1,yV) AF;C'41� ARIJ2 ' jjj rXC s�9r 0231$ F to I I I it � I PROJECT Brennen Residence i 1 @16 I A.07 52�\2 ' Second Floor Roof F� i Decking Layouts Al - _ -- _--- __---- NEW KNEE WALL ABOVE EXISTING WALL Project number 22015 B 1 B2.2 B1 B2.2 B3 Date 6/7/2023 Drawn by HA Garage Second Floor Decking and First Checked by GB o Floor Roof Decking Layout Second Floor Roof Decking Layout 77 3116 = 1 -0 � 3/16 - V-0" S . 04 M N O N ti Scale 3/16' = 1'-0" studio a/b architects I IROOF / (C•2 D•2 PLUMBING NOTES: 24190 Main Road, Orinet, NY 11957 631 3231426 I ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, PLUMBING CODE, glynis@studioabarchitects.com 1 1/2" i ENERGY CONSERVATION CODE,AND ALL APPLICABLE CODES AND REGULATIONS. VENT / ' SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. mailing address: PO Box 444, Orient, NY 11957 I 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE I DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR 2 ND FL �' DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE client: / CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL Q CLOTH �. \\f BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. William & Stacey Brennen I 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO WASHER site address: I / f PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. / ff 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, 1050 Trumans Path, East Marion, NY 11939 I MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; tel: - 1 ST FL f j ���f ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING email: teamsabb@optonline.net -� \ JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION 3"WASTE / \ ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND tax map#: 1000-3l.- 12- 5.1 (D. REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. TO EXISTING SE PTIC TANK \ 1 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. G \ 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT (D.5 \ DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, 2 Plumb-Waste Riser Diagram f ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED N.T.S. / BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. f 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR THE PROPOSED CONFIGURATION. \ 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER,WASTE LINES,VENTS, DUCTS,AND LIKE. f D• •5 `" 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE,OR TO A '` LOCATION AS DIRECTED BY THE OWNER. ' 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE � IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH / XA N TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR, UNLESS OTHERWISE NOTED. PRIOR TO ANY / EXECUTIONS,CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING CLOTHES WASHER JOIST OR GIRDER IS REQUIRED. ` .F. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE f D• 1 .4 // f z U CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 2 No. Description Date f B2 B2.6 A.07 i i 9:CO U / ` II I X11 i W1= / ztI— I ;M W I CONNECT EXISTING LINES PRIOR TO THE CONNECTION /qA i VERIFY THE EXISTING SUPPLY PIPES Z t 1 1/ 1 1 �REu qAc i EXISTING LP i } / B2.2PROJECT L - - - � Brennen Residence ' Plumbing Layout out I , ------ - - _:-- - --- - --- I —# / Plumbing Fixture Schedule " , f # Fixture Type Product T Finish Note / Project number 22015 B 1 Lavatory Sink American Standard Evolution 22"Pedestal Vitreous China Bathroom Sink with Single Hole Faucet Mount while Date B 3 f M odel:467100.02 6/7/2023 2 Lavatory Sink Faucet Vigo Madison 1.2 GPM Single Hole Bathroom Faucet, Model:VG01044MB black build.com Drawn by HA Checked by GB o n First Floor Plumbing Layout p3/16" . 01 = 1'-0" N N Scale As indicated (c.2 (D.2 studio a/b architects COLLAR TIE,TYP. % ELECTRICAL ENTRY CHANGED FROM ELECTRICAL NOTES: / OVERHEAD TO UNDERGROUND 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 24190 Main Road, DRAWINGS. ® Orinet, NY 11957 ROOF RIDGE LINE ; 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 631 3231426 r� DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. glynis@studioabarchitects.com INSTALL RECEPTACLE OUT LET 3. IF DIRECTED BY THE ARCHITECT MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO CENTER OF BUILDING lop \ T-0"AFF IN GARAGE TYP, TRADES OR PROPER EXECUTION OF THE mailing address: \ 4. ALL WORK SHALL COMPLY WIITH HE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTIITY WORK. PO Box 444, Orient, NY 11957 G COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND \ Q Q GARAGE DOOR MOTOR REQUIREMENTS. 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, \\ ALL REQUIRED DOCUMENTATION, PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY client: �!i \ B \ �® D ALL LOCAL,STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. r 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS William & Stacey Brennen REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. \ i �\\ i Q O� G \ \ GARAGE DOOR MANUAL CONTROL 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. site address: � 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 1050 Trumans Path, East Marion, NY 11939 \ j\ B \\ ®®° B DELAYING THE COMPLETION OF THE ENTIRE PROJECT. tel: - 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR email: teamsabb@optonline.net \ B \\ �9/ (D. 1 ® o WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, \ ® \ ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED tax map#: 1000-3l.- 12- 5.1 \ ® BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO B ® G B � CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER, 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS B \ ® B / 3 REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL \ \ EXT CONTRACTOR. B \ B EXT 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY / \ / /,;`` ! � 11 CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF � f/ CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL;/ \ B / B G OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. Al3 / 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX BAS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. \ i 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR B CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS 0 REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. B a 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER G (GFCI.), UNLESS OTHERWISE NOTED. CLOTHES / 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER(AFCI). a WASHER 3 17. ALL CEILING RECESSED LIGHTING FIXTURES SHALL BE IC-RATED, SEALED AT HOUSING/INTERIOR AND DRYER 3 FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT 75 PA. [402.4.5] 18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. A 3 C 20. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. f 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. ® 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. A 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE / ® CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. APPROX. ® 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED Gara a Second Floor Electrical Layout LOCATION OF ON A WALL BACK-TO-BACK. 2 �� - 11 EXISTING ENTRY t I 'j 26. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. 3/16 - 1 -0 A ELECTRICAL RADIANT HEATING CONTROL 0 3,DIM 27. INSTALL ELECTRICAL RADIANT HEATING MAT IN NEW MUD ROOM. No. Description Date h � ..�.-.......u. F_ i it I � I ALL EXISTING ELECTRICAL SYSTEM TO REMAIN i I I I ro P\i�\AR/ TA b :. �a 0- 0237 ,Cy i PROJECT LEGEN Brennen Residence j FLUSH MOUNTED PANELBOARD AND A A A s SURFACE MOUNTED PANELBOARD AND t: ',• �� qp � • CEILING SURFACE MOUNT LIGHTING Electrical Layout WALL MOUNT LIGHTING } y ® C FLUORESCENT, OR LED STRIP LIGHTING FIXTURE Lighting Fixture Schedule Lighting Fixture # Lighting Fixture Type __TProduct Finish Bulb Note SINGLE POLE SWITCH 3 THREE WAY SWITCH Wall mount wet location fixture WAC Brink 12"Wide Integrated LED Bath Bar WS-77612-27-BK black LED 11W, 2700K, CRI 90 WAC: DIM SINGLE POLE SWITCH W/ www.waclighting.com Project number 22015 -0 DUPLEX RECEPTACLE A Ceiling Surface mount fixture Progress 3"White Surface Mount Modern Adjustable LED Cylinder, white LED 12W 3000K, CRI 90 Date 6/7/2023 =@G DUPLEX RECEPTACLE PROTECTED BY P550139-030-30 GROUND CIRCUIT FAULT INTERRUPTER B Industrial Strip Lighting Lithonia Contractor Dual Strip 48"Wide Integrated LED Commercial Strip Light white LED 38W 4000K, CRI 80 Drawn by HA From the Contractor Select Collection CDS L48 MVOLT DM 40K 80CRI WH a, First Floor Electrical Layout NEXT EXTERIOR DUPLEX RECEPTACLE Checked by GB r 1 3/16" - 11-011 C Exterior Wall mount fixture Kichler 5.5 1 Light Wall Light Textured Architectural Bronze, 11077AZT Bronze LED 15W, 3000K, CRI 80 https:/Auww.kichIer.co FAN OUTLET m -® SPECIAL PURPOSE OUTLET D Exterior Wall mount motion sensor WAC EnduranceTM Single Spot Wallpack Luminaire, WP-LED415-30-AGH,with Architectural LED 15W, 3000K, CRI 80 d Lighting Motion or Photo sensor(option) Graphite E 1 N 0 N tz: Scale As indicated